1 drainage layout plan aeronautical areasdotr.gov.ph/.../bd/dociii/drawingvol1/6.pdf · v-ditch...

0

GRAPHICAL SCALE

100 250 500 m.

OPEN DITCH CANAL, H=1.0m, W= 4.0m

L=118m, S=0.1%

OPEN DITCH CANAL, H=1.0m,W= 2.0m

L=245m, S=0.1%

OPEN DITCH CANAL, H=1.0m,W=2.0m

L=765m, S=0.1%

OPEN DITCH CANAL, H=1.0m, W=3.0m

L=728m, S=0.1%

2-600mm dia.RCP

L=50m, S=0.1%

2-600mm dia.RCP

L=50m, S=0.1%

2-600mm dia.RCP

L=50m, S=0.1%

3-600mm dia.RCP

L=50m, S=0.1%

3-600mm dia.RCP

L=50m, S=0.1%

3-600mm dia.RCP

L=50m, S=0.1%

4-6m dia.RCP

L=50m, S=0.1%

4-6m dia.RCP

L=50m, S=0.1%

RCP, 3-750mm dia.

L=12m,S=0.2%

RCP, 3-750mm dia.

L=12m,S=0.2%

RCP, 2-750mm dia.

L=12m,S=0.2%

x = 7460.000

y = 5109.500

I.E. = 7.251

x = 7510.000

y = 5109.500

I.E. = 7.301

x = 7560.000

y = 5109.500

I.E. = 7.351

x = 7805.000

y = 5109.500

I.E. = 7.596

x = 7770.000

y = 4890.500

I.E. = 7.145

x = 7410.000

y = 5109.500

I.E. = 7.201

x = 7360.000

y = 5109.500

I.E. = 7.151

x = 7310.000

y = 5109.500

I.E. = 7.101

x = 7260.000

y = 5109.500

I.E. = 7.051

x = 7210.000

y = 5109.500

I.E. = 7.001

x = 7160.000

y = 5109.500

I.E. = 6.951

x = 7030.000

y = 5109.500

I.E. = 6.809

x = 7042.000

y = 5109.500

I.E. = 6.833

x = 7030.000

y = 4890.500

I.E. = 6.393

x = 7042.000

y = 4890.500

I.E. = 6.417

x = 7030.000

y = 4777.500

I.E. = 5.972

x = 7042.000

y = 4777.500

I.E. = 5.995

x = 7807.000

y = 4777.500

I.E. = 6.760

V-DITCH 1.0MX0.10M

TYPE 2-1TYPE 2-1

TYPE 2-2TYPE 2-2

TYPE 2-3

TYPE 2-3

TYPE 2-2

TYPE 2-1

SCALE

1 DRAINAGE LAYOUT PLAN AERONAUTICAL AREAS1: 2000 m.

KEY PLAN

C2

-2

30

0-0

2

Republic of the Philippines JAPANINTERNATIONAL

COOPERATIONAGENCY

NIPPON KOEICO., LTD.

NJS CONSULTANTSCO., LTD.

JAPAN AIRPORTCONSULTANTS,

INC.

JICA DESIGN CONSULTANT JOINT VENTURE

(ORIGINAL SIGNED)

(ORIGINAL SIGNED)

(ORIGINAL SIGNED) (ORIGINAL SIGNED)

7.756

7.2

7.969

7.976

C75-2: 0.2%

L: 39.19m

dia 600mm

C75-3: 0.2%

L: 43.7m

dia 600mm

C75-4: 0.2%

L: 38.7m

dia 750mm

C76-1: 0.2%

L: 45.3m

dia 750mm

C76-2: 0.2%

L: 55.33m

dia 750mm

C77-1: 0.2%

L: 52.87m

dia 900mm

C

7

7

-

2

:

0

.

2

%

L

:

2

1

.

9

9

m

d

i

a

9

0

0

m

m

C75-1: 0.2%

L: 50.0m

dia 450mm

C65-2: 0.2%

L: 36.37m

dia: 1050mm

C65-1: 0.2%

L: 38.06m

dia: 1050mm

C65-3:

0.2%

L: 37.87m

dia:1050mm

C65-5:

0.2%

L: 35.77m

dia:1050mm

C65-4:

0.2%

L: 32.68m

dia:1050mm

C66-2:

0.2%

L:

43.49m

dia:1050mm

C67-2: 0.2%

L: 52.90m

dia: 1050mm

C67-4:

0.2%

L: 50.67m

dia:

1050mm

C

6

7

-

6

:

0

.

2

%

L

:

2

1

.

8

5

m

d

i

a

:

1

0

5

0

m

m

C65-6: 0.2%

L: 23.10m

dia: 450mm

C65-7: 0.2%

L: 23.54m

dia: 450mm

C65-8: 0.2%

L: 30.56m

dia: 300mm

C

6

5

-9

: 0

.2

%

L

: 2

3

.2

9

m

d

ia

: 6

0

0

m

m

C66-1: 0.2%

L: 51.0m

dia: 450m

m

C66-1a:

0.2%

L: 25.62m

dia:

450m

m

C67-1: 0.2%

L: 51.0m

dia: 450m

m

C67-5: 0.2%

L: 51.0m

dia: 450m

m

C67-3: 0.2%

L: 51.0m

dia: 450m

m

C55-1: 0.2%

L: 39.255m

dia: 600mm

C55-3: 0.2%

L: 41.27m

dia: 600mm

C55-2: 0.2%

L: 38.39m

dia: 600mm

C55-4: 0.2%

L: 28.27m

dia: 600mm

C56-1: 0.2%

L: 26.55m

dia: 750mm

C56-2: 0.2%

L: 38.65m

dia: 750mm

C57-1: 0.2%

L: 33.82m

dia: 750mm

C57-2: 0.2%

L: 33.04m

dia: 750mm

C57-3: 0.2%

L: 40.54m

dia: 750mm

C

5

7

-

4

:

0

.

2

%

L

:

2

2

.

3

3

m

d

i

a

:

7

5

0

m

m

C65-6a: 0.2%

L: 50.10m

dia: 450mm

C64-8a:

0.2%

L: 50.3m

dia: 450mm

IMH Type-1

x=5929.516

y=4444.495

I.E.

OUT

=5.877

IMH Type-1

x=5904.539

y=4444.495

I.E.

OUT

=5.641

IMH Type-3

x=5857.284

y=4469.171

I.E.

IN

=4.893

I.E.

OUT

=4.889

Head Wall

x=5609.310

y=4479.01

I.E.

OUT

=4.397

IMH Type-2

x=5874.999

y=4399.962

I.E.

IN

=5.301

I.E.

OUT

=5.298

Head Wall

x=5609.311

y=4409.349

I.E.

OUT

=4.467

IMH Type-2

x=5630.099

y=4399.962

I.E.

IN

=4.515

I.E.

OUT

=4.511

IMH Type-2

x=5684.771

y=4399.962

I.E.

IN

=4.774

I.E.

OUT

=4.621

IMH Type-2

x=5741.899

y=4399.962

I.E.

IN

=4.887

I.E.

OUT

=4.884

IMH Type-2

x=5788.999

y=4399.962

I.E.

IN

=4.980

I.E.

OUT

=4.977

IMH Type-2

x=5829.499

y=4399.962

I.E.

IN

=5.211

I.E.

OUT

=5.057

IMH Type-2

x=5915.989

y=4399.962

I.E.

IN

=5.532

I.E.

OUT

=5.379

IMH Type-1

x=5967.789

y=4399.962

I.E.

IN

=5.635

I.E.

OUT

=5.632

IMH Type-3

x=5936.254

y=4469.171

I.E.

IN

=5.049

I.E.

OUT

=5.044

IMH Type-3

x=5897.507

y=4469.171

I.E.

IN

=4.972

I.E.

OUT

=4.968

IMH Type-2

x=5853.321

y=4444.495

I.E.

IN

=5.541

I.E.

OUT

=5.539

IMH Type-1

x=5829.120

y=4444.495

I.E.

IN

=5.590

I.E.

OUT

=5.587

IMH Type-1

x=5804.474

y=4444.493

I.E.

IN

=5.789

I.E.

OUT

=5.637

IMH Type-1

x=5772.807

y=4444.493

I.E.

OUT

=5.850

IMH-Type-3

x=5822.226

y=4469.171

I.E.

IN

=4.824

I.E.

OUT

=4.820

IMH Type 3

x=5784.131

y=4469.171

I.E.

IN

=4.749

I.E.

OUT

=4.745

IMH Type-3

x=5738.286

y=4469.171

I.E.

IN

=4.659

I.E.

OUT

=4.655

IMH Type-3

x=5683.026

y=4469.171

I.E.

IN

=4.550

I.E.

OUT

=4.546

IMH Type-3

x=5629.999

y=4469.171

I.E.

IN

=4.445

I.E.

OUT

=4.440

IMH Type-1

x=5784.131

y=4496.524

I.E.

IN

=5.402

I.E.

OUT

=5.400

IMH-Type-1

x=5784.131

y=4446.930

I.E.

OUT

=5.504

IMH Type-1

x=5738.286

y=4519.747

I.E.

OUT

=5.361

IMH Type-1

x=5683.026

y=4519.747

I.E.

OUT

=5.252

IMH Type-1

x=5630.099

y=4519.747

I.E.

OUT

=5.147

IMH Type-1

x=5965.560

y=4584.933

I.E.

IN

=5.294

I.E.

OUT

=5.292

IMH Type-2

x=5924.505

y=4584.933

I.E.

IN

=5.214

I.E.

OUT

=5.060

IMH Type-2

x=5884.311

y=4584.933

I.E.

IN

=4.984

I.E.

OUT

=4.980

IMH Type-2

x=5841.239

y=4584.933

I.E.

IN

=4.898

I.E.

OUT

=4.894

IMH Type-2

x=5811.416

y=4584.9331

I.E.

IN

=4.838

I.E.

OUT

=4.835

IMH Type-2

x=5783.063

y=4584.933

I.E.

IN

=4.782

I.E.

OUT

=4.629

IMH Type-2

x=5742.609

y=4584.933

I.E.

IN

=4.552

I.E.

OUT

=4.548

IMH Type-2

x=5706.983

y=4584.933

I.E.

IN

=4.481

I.E.

OUT

=4.478

IMH Type-2

x=5672.138

y=4584.933

I.E.

IN

=4.412

I.E.

OUT

=4.409

IMH Type2

x=5629.799

y=4584.933

I.E.

IN

=4.328

I.E.

OUT

=4.324

S-I

S-IS-I

S-I S-I

S-IS-I

S-I

S-I

S-IS-I

S-I

GH-2GH-2

GH-1

GH-1

MA

TC

HL

IN

E

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O

SH

EE

T N

O.

C53-4A: 0.2%

L: 21m

dia: 450mm

C55-2A: 0.2%

L: 28.44m

dia: 450mm

C55-1A: 0.2%

L: 25.298m

dia: 450mm

C54-3A: 0.2%

L: 21.20m

dia: 450mm

C65-4A:

0.2%

L: 18.60m

dia:450mm

C65-3A:

0.2%

L: 18.82m

dia:450mm

C65-2A:

0.2%

L: 17.444m

dia: 450mm

C65-1A:

0.2%

L: 16.87m

dia: 450mm

DS1: 0.2%

L: 8.95m

dia: 300mm

DS2: 0.2%

L: 6.0m

dia: 300mm

DS3: 0.2%

L: 9.95m

dia: 300mm

DS4: 0.2%

L: 17m

dia: 300mm

DS4: 0.2%

L: 10m

dia: 300mm

S-I

S-I

S-IS-I

S-I

S-I

OP

EN

D

IT

CH

C

AN

AL

, H

=1

.5

m, W

=4

.0

m

L=

40

2.6

m, S

=0

.1

%

OPEN DITCH CANAL, H=1.0m, W=2.0m

L=449.7m, S=0.1%

SCALE

1 DRAINAGE LAYOUT PLAN1:200 M.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


8.325

8.045

7.933

C71-1:

0.2%

L: 47.71m

dia 375mm

C73-1:

0.2%

L: 52.48m

dia 600mm

C72-1: 0.2%

L: 58.19m

dia 450mm

C73-2: 0.2%

L: 43.56 m

dia 600m

m

C74-1: 0.2%

L: 38.0m

dia 450mm

C74-2: 0.2%

L: 40.51m

dia 450mm

C75-1: 0.2%

L: 50.0m

dia 450mm

C65-1: 0.2%

L: 38.06m

dia: 1050mm

C62-1: 0.2%

L: 63.8m

dia: 600mm

C63-1:

0.2%

L: 59.8m

dia:

750mm

C64-1:

0.2%

L: 39.7m

dia:

900mm

C64-3:

0.2%

L: 39.9m

dia:

900mm

C64-5:

0.2%

L: 40.9m

dia:

900mm

C61-7: 0.2%

L: 31.5m

dia: 375mm

C61-7

a:

0.2

%

L: 34.5

6m

dia

: 375m

m

C

6

1

-6

:

0

.2

%

L

: 3

5

.0

8

m

d

ia

:

4

5

0

m

m

C61-3:

0.2%

L: 21.71m

dia:

375m

m

C61-5: 0.2%

L: 36.43m

dia: 300mm

C61-1: 0.2%

L: 51.73m

dia 0.3m

C61-2:

0.2%

L: 11.79m

dia 0.3 m

C61-4:

0.2%

L:

15.81m

dia:

450m

m

C62-2: 0.2%

L: 34.45m

dia 0.3m

C62-3:

0.2%

L: 14.23m

dia 0.3 m

C62-4: 0.2%

L: 19.48m

dia: 375m

m

C62-5: 0.2%

L: 33.08m

dia: 450m

m

C62-6: 0.2%

L: 35.25m

dia: 300mm

C62-7:

0.2%

L: 19.32m

dia:

450m

m

C63-3:

0.2%

L: 11.96m

dia 0.3 m

C63-2: 0.2%

L: 23.30m

dia 0.3m

C63-4: 0.2%

L: 27.7m

dia: 375m

m

C63-5: 0.2%

L: 22.76m

dia: 450m

m

C63-6: 0.2%

L: 24.2m

dia: 300mm

C63-7: 0.2%

L: 20.98m

dia: 450m

m

C64-4:0.2%

L: 50.0m

dia:

450m

m

C64-2:0.2%

L: 50.0m

dia: 450m

m

C64-6: 0.2%

L: 30.56m

dia: 300mm

C64-7: 0.2%

L: 23.54m

dia: 450mm

C64-8:

0.2%

L: 23.10m

dia: 450mm

C

6

4

-9

: 0

.2

%

L

: 2

3

.3

5

m

d

ia

: 6

0

0

m

m

C51-1: 0.2%

L: 21.96m

dia: 300mm

C51-2: 0.2%

L: 30.364m

dia: 300mm

C52-1: 0.2%

L: 32.15m

dia: 300mm

C52-2: 0.2%

L: 30.24m

dia: 300mm

C52-3:

0.2%

L: 33.12m

dia: 300mm

C53-1: 0.2%

L: 39.19m

dia: 375mm

C54-1: 0.2%

L: 47.15m

dia: 450mm

C54-2: 0.2%

L: 34.51

dia: 450mm

C54-3: 0.2%

L: 38.97m

dia: 450mm

C55-1: 0.2%

L: 39.255m

dia: 600mm

C64-8a:

0.2%

L: 50.3m

dia: 450mm

Head Wall

x=6095.646

y=4355.500

I.E.in=5.207

I.E.out=5.007

IMH Type-1

x=6185.057

y=4560.077

I.E.

OUT

=6.499

IMH Type-1

x=6050.003

y=4519.817

I.E.

OUT

=5.998

IMH Type-1

x=6010.099

y=4520.817

I.E.

OUT

=5.915

IMH Type-1

x=6061.448

y=4444.480

I.E.

OUT

=6.085

IMH Type-1

x=6029.781

y=4444.495

I.E.

IN

=6.024

I.E.

OUT

=5.872

IMH Type-1

x=6005.136

y=4444.495

I.E.

IN

=5.825

I.E.

OUT

=5.823

IMH Type-2

x=5980.935

y=4444.495

I.E.

IN

=5.777

I.E.

OUT

=5.775

IMH Type-1

x=5967.789

y=4399.962

I.E.

IN

=5.635

I.E.

OUT

=5.632

IMH Type-1

x=6010.098

y=4399.962

I.E.

IN

=5.719

I.E.

OUT

=5.716

IMH Type-1

x=6049.903

y=4399.962

I.E.

OUT

=5.795

IMH Type-2

x=6095.646

y=4399.962

I.E.

IN

=5.529

I.E.

OUT

=5.295

IMH Type-1

x=6149.923

y=4399.962

I.E.

IN

=5.558

I.E.

OUT

=5.404

IMH Type-1

x=6209.564

y=4399.962

I.E.

IN

=5.754

I.E.

OUT

=5.675

IMH Type-1

x=6258.381

y=4399.962

I.E.

OUT

=5.85

IMH Type-1

x=6114.100

y=4557.633

I.E.

OUT

=6.533

IMH Type-1

x=6089.699

y=4557.632

I.E.

IN

=6.486

I.E.

OUT

=6.484

IMH Type-1

x=6089.699

y=4544.570

I.E.

IN

=6.460

I.E.

OUT

=6.383

IMH Type-1

x=6089.699

y=4515.770

I.E.

IN

=6.328

I.E.

OUT

=6.251

IMH Type-1

x=6089.699

y=4491.900

I.E.

IN

=6.206

I.E.

OUT

=6.203

IMH Type-1

x=6115.00

y=4491.900

I.E.

OUT

=6.404

IMH Type-1

x=6149.500

y=4489.975

I.E.

IN

=6.141

I.E.

OUT

=6.139

IMH Type-1

x=6185.859

y=4489.975

I.E.

OUT

=6.361

IMH Type-1

x=6149.500

y=4524.164

I.E.

IN

=6.284

I.E.

OUT

=6.207

IMH Type-1

x=6149.500

y=4544.740

I.E.

IN

=6.400

I.E.

OUT

=6.322

IMH Type-1

x=6149.500

y=4560.077

I.E.

IN

=6.430

I.E.

OUT

=6.428

IMH Type-1

x=6271.998

y=4557.668

I.E.

OUT

=6.697

IMH Type-1

x=6219.155

y=4557.857

I.E.

IN

=6.594

I.E.

OUT

=6.558

IMH Type-1

x=6219.142

y=4544.969

I.E.

IN

=6.535

I.E.

OUT

=6.457

IMH Type-1

x=6219.118

y=4522.160

I.E.

IN

=6.414

I.E.

OUT

=6.336

IMH Type-1

x=6219.100

y=4505.244

I.E.

IN

=6.305

I.E.

OUT

=6.302

IMH Type-1

x=6256.630

y=4505.246

I.E.

OUT

=6.452

IMH Type-1

x=6279.814

y=4472.310

I.E.

OUT

=6.446

IMH Type-1

x=6244.291

y=4469.171

I.E.in=6.377

I.E.

OUT

=6.375

IMH Type-2

x=6213.308

y=4469.171

I.E.

IN

=6.312

I.E.

OUT

=6.082

IMH Type-2

x=6149.500

y=4469.196

I.E.

IN

=5.955

I.E.

OUT

=5.801

IMH Type-2

x=6089.674

y=4469.171

I.E.

IN

=5.862

I.E.

OUT

=5.527

IMH Type-2

x=6049.903

y=4469.217

I.E.

IN

=5.448

I.E.

OUT

=5.444

IMH Type-2

x=6010.124

y=4469.171

I.E.

IN

=5.365

I.E.

OUT

=5.360

IMH Type-3

x=5976.638

y=4469.171

I.E.

IN

=5.279

I.E.

OUT

=5.125

IMH Type-3

x=5936.254

y=4469.171

I.E.

IN

=5.049

I.E.

OUT

=5.044

IMH TYpe1

x=6283.480

y=4584.933

I.E.

OUT

=6.072

IMH Type-1

x=6260.968

y=4584.933

I.E.

IN

=6.029

I.E.

OUT

=6.027

IMH Type-1

x=6228.954

y=4584.933

I.E.

IN

=5.967

I.E.

OUT

=5.965

IMH Type-1

x=6195.695

y=4584.933

I.E.

IN

=5.901

I.E.

OUT

=5.899

IMH Type-1

x=6164.354

y=4584.933

I.E.

IN

=5.839

I.E.

OUT

=5.837

IMH Type-1

x=6130.136

y=4584.933

I.E.

IN

=5.771

I.E.

OUT

=5.694

IMH Type-1

x=6089.841

y=4584.933

I.E.

IN

=5.616

I.E.

OUT

=5.539

IMH Type-1

x=6041.596

y=4584.933

I.E.

IN

=5.445

I.E.

OUT

=5.443

IMH Type-1

x=6005.980

y=4584.933

I.E.

IN

=5.374

I.E.

OUT

=5.371

IMH Type-1

x=5965.560

y=4584.933

I.E.

IN

=5.294

I.E.

OUT

=5.292

S-I

S-I S-I

S-I S-I

S-IS-I

S-I S-I

S-I

GH-1

GH-2

GH-2

GH-2

MA

TC

HL

IN

E

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O

SH

EE

T N

O.

2x750mmRCP

Slope=0.3%

L=34.0m

Invert el=4.968

Invert el=5.07

C55-1A: 0.2%

dia: 450mm

C54-3A: 0.2%

L: 21.20m

dia: 450mm

C65-1A:

0.2%

L: 16.87m

dia: 450mm

C64-5A:

0.2%

L: 16.88m

dia: 450mm

DS4: 0.2%

L: 10m

dia: 300mm

DS4: 0.2%

L: 7.0m

dia: 300mm

S-I

RCP2-Ø750mm

L=-34.0mOPEN DITCH CANAL, H=1.0m, W=2.0m

L=212.4m, S=0.1%

OP

EN

D

IT

CH

C

AN

AL

, H

=1

.0

m, W

=1

.0

m

L=

39

7m

, S

=0

.1

%

SCALE

2 DRAINAGE LAYOUT PLAN1:200 M.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


2

0

0

75mm

CLEARANCE

MINIMUM

20

0

D1

2 @

2

50

=

V

AR

IE

S

15

0

10

0

100

D12 4 @200 =800

10

0

15

0

60

10

0H

=

V

AR

IE

S5

52

00

300

30

03

00

200200 600

100

400 ( m

ax. )

350( M

AX

.)

Ø(300~450mm)

VA

RIE

S

200

D1

2 @

2

50

=

V

AR

IE

S

GRATING

TYPE B

CONC. δ28 = 180kg/cm²

SUB-GRADE

(COMPACTED TO 95% MDD)

100100 100100


SUB-GRADE


LADDER

RUNG

D12 @ 200

D12

RC PIPE CULVERT

100 100

D12 4 @200 =800

10

01

00

D12

4

@

2

00

=

8

00

RCP PIPE

HORIZONTAL BAR

LADDER RUNG

40d COMPRESSION

60d TENSION

=

A

B

1

100100

D12 4 @200 =800

1

0

0

1000

600 200

VERTICAL BAR

w100 100

PIPE CULVERT WITH 180° CONC. FOUNDATION

Hh

1

SCHEDULE OF PIPES

D-300

TYPE D t h1 H W

50 100 200 600

D-375 10057 245 689

D-450 15063 288 776

D-525 15070 332 865

D-600 15075 375 950

D-750 15088 463 1,126

D-900 150100 550 1,300

D-1050 200113 638 1,576

D-1200 200125 725 1,750

D-1500 200152 902 2,104

D-1800 200175 1,075 2,450

D-525

D-1800

D-1500

D-1200

D-1050

D-900

D-750

D-600

D-450

D-375

D-300

D-1350 200139 814 1,928D-1350

CONC. δ28 = 180kg/cm

2

REINFORCED CONCRETE

PIPE (RCP)

D

SUB-GRADE


h=

VA

RIE

S

15

0

120130

15

0

130120

50

300

150 150

VA

RIE

S

40

0 ( M

AX

. )

30

03

00

35

0 ( M

AX

. )

TOP OF MANHOLE

MANHOLE

BASE FLOOR

CONCRETE

D19 LADDER RUNG WITH

PLASTIC COVERED STEEL

AT EXPOSED AREA

CONCRETE

D19 LADDER RUNG WITH


AT EXPOSED AREA

15

0

C

D

SCALE

4 CONCRETE BEDDING FOR RCP1:100 m.

SCALE

1 DETAIL OF TYPICAL LADDER RUNG1:20 m.

SCALE

D ELEVATION1:20 m.

SCALE

C SECTION1:20 m.

SCALE

1 PLAN VIEW OF TYPE 1 (SIZE 300~375mmØ) 1:20 m.

SCALE

A SECTION1:20 m.

SCALE

B SECTION1:20 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


VA

RIE

S

Ø900~1050

1850

60

13

0

24

00

130

15

0

150

15

0

60

23

02

10

60

21

0

5-Ø12 @ 250=1500

130

60

235235

6-Ø12 @ 250

250 600 250

Ø12 @ 250

SECTION "B"

SIDEWALL

60 180185

INNER FACE BARS OUTER FACE BARS

185180 60

240

0

60

23

021

02

10

60

13

0

12-Ø12 @ 125=1500

6-Ø12 @ 250=1500

21

060

23

02

10

13

06

0

BASE SLAB

6-Ø12@2501500

TOP BARSBOTTOM BARS

60

12-Ø12@2501500

185180 60180

23

50

18

06

01

85

12-Ø12 @ 125=1500

18

51

80

60

60

6-Ø12 @ 250=1500

18

01

85

18

51

80

60

BOTTOM BARS

ROOF SLAB

60

180

18

518

518

060

60

TOP BARS

60

18

018

518

5

23

50

180

60

60

250

1300

7-Ø12 @ 200=1400

19

50

5-Ø16 @ 200mm

18

0

130

60

60

210

SECTION "A"

VA

RIE

S

60

60

13

0

Ø12 @ 250

15

0

600250

210130

60

250 250

20

0

60130210210

60

60

60

130

180

7-Ø12 @ 200=1400

13

0

195

0

SIDEWALL

1800

Ø450~750

60

60

5-Ø12@200=1000

INNER FACE BARS OUTER FACE BARS

5-Ø12@200=1000

18

00

13

06

02

10

BASE SLAB

6060

TOP BARS

1800

60

5-Ø12@200=1000

BOTTOM BARS

5-Ø12@200=1000

130210 210130

5-Ø12@200

1000

21

01

30

60

5-Ø12@200

1000

18

00

130

60

210

ROOF SLAB

TOP BARS

130

60

21

0

60

1800

BOTTOM BARS

130 130210210

5-Ø12@200=1000

5-Ø12@200=1000

MANHOLE GRATING

TYPE A

Ø12

8-Ø12

8-Ø12

Ø12@250mm

75mm CLEARANCE

MINIMUM

25

014

00

30

0

23

50

2350

75mm

CLEARANCE

MINIMUM

185

6-Ø12@2501500

12-Ø12@2501500

185180 180185

2350

6-Ø12 @ 250=1500

23

50

12-Ø12 @ 125=1500

25

01

80

03

50

6-Ø12@2501500

12-Ø12@251500

2350

240

0

CONC. ŭ28 = 180kg/cm²

SUB-GRADE


100 100

10

0

100

250 250

100

10

0

60

Ø450~750

Ø900~1050

Ø12

Ø12

Ø12

Ø12

MANHOLE GRATING

TYPE A

Ø12@250

Ø12 Ø12

CONC. ŭ28 = 180kg/cm²

SUB-GRADE


Ø12

92

.5

92

.5

115

15

015

0

60 130 135

3-Ø12 @ 150 = 450 135 130 60

60

13

01

35

3-Ø12 @ 150 = 450

13

51

30

60

15

0

PLAN

50

120 130

ELEVATION

130120

LADDER RUNG

SEE DETAIL

Ï19 LADDER RUNG


AT EXPOSED AREA

300

150 150

VA

RIE

S

40

0 ( M

AX

. )

30

03

00

35

0 ( M

AX

. )

TOP OF MANHOLE

MANHOLE

BASE FLOOR

SCALE

1 PLAN VIEW OF TYPE 1 (SIZE 450~750mmØ) 1:30 m. SCALE

2 PLAN VIEW OF TYPE 1 (SIZE 900~1050mmØ) 1:30 m.

SCALE

1 DETAIL OF LADDER RUNG1:10 m.

SCALE

3 TYPICAL DRAINAGE MANHOLE ACCESS DETAIL1:10 m.

B

1

A

SCALE

A ELEVATION1:20 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


3000

Ï

7

5

0

3400

200

613

150

238

200

8888199

375112

4000

Ï

7

5

0

4400

200

613

150

238

SUB-GRADE


200

REINFORCED

CONCRETE

PIPE (RCP)

8888154

330117

2000

Ï

7

5

0

2400

200

613

238

SUB-GRADE


200

REINFORCED

CONCRETE

PIPE (RCP)

8888324

500112

150

5000

Ï

7

5

0

5400

200

613

150

238

SUB-GRADE


200

112

8888

136.5

312.5

CONCRETE

δ28 = 180kg/cm²

SUB-GRADE


CONCRETE

δ28 = 180kg/cm²

CONCRETE

δ28 = 180kg/cm²

CONCRETE

δ28 = 180kg/cm²

5000

REINFORCED

CONCRETE

PIPE (RCP)

Ï

7

5

0

D12 LONGITUDINAL

BARS

@400mm O.C.

D12 BARS

@200mm O.C.

5400

CONCRETE

δ28 = 210kg/cm²

312.5

124

112

200

8888

136.5

50

70

212

1200

150

238

50

D12 HORIZONTAL BARS

@270mm O.C.

SUB-GRADE


200

3000

Ï

7

5

0

D12 LONGITUDINAL

BARS

@400mm O.C.

D12 BARS

@200mm O.C.

3400

CONCRETE

δ28 = 210kg/cm²

375

124

112

200

8888

199

50

70

212

1200

150

238

50

D12 HORIZONTAL BARS

@270mm O.C.

SUB-GRADE


200

REINFORCED

CONCRETE

PIPE (RCP)

REINFORCED

CONCRETE

PIPE (RCP)

REINFORCED

CONCRETE

PIPE (RCP)

250

125

250

SUB-GRADE

(COMPACTED

TO 95% MDD)

10

00

FIN. GROUND LEVEL

50

250

50

0

MORTAR

50MMØ PVC

WEEP HOLES

(PROVIDE 1 WEEP HOLE

FOR EVERY 3 SQ.M.)

MORTAR

D250 STONE

AGGRIGATE

1.0

0.3

2000～5000

NOTE:

EXPANSION JOINT SHALL BE PROVIDED @ EVERY 20 METERS.

ALL DIMENSIONS ARE IN MILLIMETERS (mm)

5

0

(

A

V

E

R

A

G

E

)

10

00

12

00

88

15

0

200

12

00

88

750

124

RC PIPES

SUB-GRADE


EXCAVATION

SURFACE

L-SHAPED RC

RETAINING WALL

CONCRETE

δ28 = 210kg/cm²

D12 HORIZONTAL BARS

@270mm O.C.

D12 BARS @200mm O.C.

SCALE

1 TYPICAL SECTION OF RIPRAP OPEN CANAL (TYPE-1)1:20 m. SCALE

2 TYPICAL PROFILE OF REINFORCED CONCRETE PIPE (RCP)1:20 m.

SCALE

3 TYPICAL SECTION OF REINFORCED CONCRETE PIPE (RCP)1:30 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


Ï

7

5

0

312.5

124

136.5

112

88

50

1200

88

70

212

150

50

238

SUB-GRADE


D12 HORIZONTAL BARS

@270mm O.C.

5000200

5400

REINFORCED CONCRETE

PIPE (RCP)


D12 LONGITUDINAL BARS

@400mm O.C.

CONCRETE

δ28 = 210kg/cm²

200

500

1700

D12 BARS @250mm O.C.D12 HORIZONTAL BARS @250mm O.C.

80

50

3000

Ï

7

5

0

3400

375

124

112

200

8888

199

50

70

212

1200

150

238

50

SUB-GRADE


200

80

50

500

1700

D12 HORIZONTAL BARS

@270mm O.C.

REINFORCED CONCRETE

PIPE (RCP)

D12 LONGITUDINAL BARS

@400mm O.C.


D12 BARS @250mm O.C.D12 HORIZONTAL BARS @250mm O.C.

CONCRETE

δ28 = 210kg/cm²

5000

Ï

7

5

0

5400

200

613

150

238

200

REINFORCED

CONCRETE

PIPE (RCP)

112

8888

136.5

312.5

SUB-GRADE


CONCRETE

δ28 = 180kg/cm²

125

250

150

0

250

1.0

0.3

50

250

50

0

FIN. GROUND LEVEL

2000～5000

NOTE:

EXPANSION JOINT SHALL BE PROVIDED @ EVERY 20 METERS.

ALL DIMENSIONS ARE IN MILLIMETERS (mm)

5

0

(

A

V

E

R

A

G

E

)

150

02

00

12

00

17

00

75

088

150

88

124

150

500

RC PIPESL-SHAPED RC

RETAINING WALL

SUB-GRADE


EXCAVATION

SURFACE

CONCRETE

δ28 = 210kg/cm²


D12 HORIZONTAL BARS

@270mm O.C.


D12 HORIZONTAL BARS

@250mm O.C.

SUB-GRADE

(COMPACTED

TO 95% MDD)

50MMØ PVC

WEEP HOLES

(PROVIDE 1 WEEP HOLE

FOR EVERY 3 SQ.M.)

MORTAR

D250 STONE

AGGRIGATE

MORTAR

SCALE

1 TYPICAL SECTION OF RIPRAP OPEN CANAL (TYPE-2)1:20 m. SCALE

2 TYPICAL PROFILE OF REINFORCED CONCRETE PIPE (RCP)1:20 m.

SCALE

3 TYPICAL SECTION OF REINFORCED CONCRETE PIPE (RCP)1:30 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


10

0

D12

-4@

250

=

10

00

10

0

100 100100 225

D12-7@250 =1750

100225

15

0

D1

2-4

@2

50 =

10

00

10

0

100100

15

0

1400

100100

D12-8@125 =1000

100100225

D12-3@250 =750

2000

Ï

6

0

0

500150

20

0

20

0


10

0

SUB-GRADE


225

200

100100

135

0

950

200

D12 @ 250

D12 @ 125

2400

100100

D12-16@125 =2000

100 100

D12 @ 250

100 100


SUB-GRADE


2400

200200 1400 600

D12-16@125 =2000

2400

200200

100

225

22

5

100

10

0

100 100

D12

-8

@12

5 =

750

150

300150

15

0

300

15

0

20

0

REINFORCED

CONCRETE

PIPE (RCP)

GRATING

TYPE B

150

95

0

10

0

10

0

20

0

13

50

15

01

00

D1

2-4

@2

50

=

10

00

100 225

D12-7@250 =1750

100225

A

C

B

10

0

D1

2-4

@2

50

=

10

00

15

0

20

0

10

0

13

50

10

0

20

09

50

REINFORCED

CONCRETE

PIPE (RCP)

100 100

D12-10@125 =1250

100 100

3100

200200 2100 600

100100

D12-16@125 =2000

100 100

GRATING

TYPE B

100 100100 200

D12-10@250 =2500

100200

200

135

0

950

200

14

00

200

20

06

00

100

40

0

300150 300 300 150

20

01

50

10

0

D1

2-4

@2

50

=

10

00

10

01

50

20

0

10

0

20

09

50

13

50

200

4000

200 3000 600

100100

D17-26@125 =2875

100 100

100 100100150

D12-14@250 =3500

100150

55

GRATING

TYPE B

REINFORCED

CONCRETE

PIPE (RCP)


SUB-GRADE


600

10cm ANTI-RUST PAINT

DOWEL BARS 10mmØ,

L=60cm.

SPACED @ 20cm

3MMØ @250

WIRE MESS

NON-EXTRUDING PRE-MOULDED

COMPRESSIBLE JOINT FILLER

10

0

NOTE : EXPANSION JOIN @ 10 M INTERVAL

EXPANSION JOIN DETAIL

1000

10

0

50

SECTIONAL DETAIL

3mm wiremess

SCALE

1 PLAN VIEW OF TYPE 1 (SIZE Ø600mm) 1:20 m.

SCALE

AERONAUTICAL AREAS DRAINAGE SYSTEM (ILS/GS AREA)1:20 m.

SCALE

2 TYPICAL SECTION OF TYPE 1 TO 41:20 m. SCALE

2 V-DITCH DETAIL1:10 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


500

G U T T E R

S =

2 ~

8 %

20

05

00

10

EXPANSION JOINT

S =

10%

10

500900

STREET INLET

GRATING

20T WHEEL LOAD

GRATING CAPACITY

B

A

700

720

600

46

200

71

65

64

200

20

01

00

100 150 100

200

100

50

CONCRETE CURB

PLANTERS @

MAIN CAR PARK

OPEN DITCH

PARKING

PAVEMENT

CONCRETE CURB

ROADWAY

PAVEMENT

S=0.5%S=0.5%

CONCRETE δ28 = 180 kg/cm²

E

D

150 150600

250

DISTANCE VARIES

CL

20

0

100

10

01

00

15

0

50

100min.

100

15

0

30

0

10

mm

100 100

80

0

LEAN CONCRETE

δ28 = 180 kg/cm²

LEAN CONCRETE

δ28 = 180 kg/cm²

MORTAR

BED

S

=

10%

S=

2.0

~6.0

%

D12

@ 200

SUB-GRADE


LEAN CONCRETE

δ28 = 180 kg/cm²

SAND BEDING

VA

RIE

S

10

0

33

0

100

15

02

00

50

10

150 500 200

S =

10%

10

0

26

0

100

100

50

MORTAR BED

R

5

0

D10 @ 250

D10 @ 265

LEAN CONC. δ28 = 180 kg/cm²

SUB GRADE COMPACTED

TO 95% MDD

140 60 600

100140 5046

200

70

65

60 140

14 @

35

.3

=

50

1

52

9

68

68

6 @ 100 = 600

504 646 50

720

D 10 x 150

- 65 x 7 x 4 x 691

8 x 8 x 501

8 x 8 x 501

- 65 x 7 x 4 x 691

FLAT BAR 56 x 4.5; L=501

STEEL L- 70 x 60 x 6

D 10 x 150

1

A

SCALE

STREET INLET PLAN AND DETAILAS SHOWN

SCALE

1 PLAN VIEW OF STREET INLET SI-11:20 m.

SCALE

3 OPEN DITCH @ MAIN CARPARK PLANTERSNOT TO SCALE

SCALE

D SECTION1:20 m.

SCALE

E SECTION1:10 m.

SCALE

4 TYPICAL INLET TO PIPE CONNECTION DETAIL1:20 m.

SCALE

A SECTION1:10 m.

SCALE

B SECTION1:20 m.

SCALE

2

(CAPACITY = 20 TONS)PLAN VIEW OF GRATING TYPE A

1:10 m.

SCALE

A SECTION1:10 m.

SCALE

1 DETAIL1:5 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


3000～5000

GABION

500

EXCAVATION

SURFACE

FIN. GROUND LEVEL

GH-1

GH-2GH-2

GH-2

GH-2

0

GRAPHICAL SCALE

100 250 500 m.

GH-1

GH-1

GH-2

490m 573m 565m

60m 60m

・・・ FILTRATION BANK

FILTRATION BANK

SOAKING YARD

FILTRATION BANK

C

GRAVEL

(10～40㎜）

GABION

GEOTEXTILE

12005001200

GABION GABION

3＠

500＝

1500

C

B

RIPRAP

OPEN CANAL

PIPE CULVERT

FILTRATION BANK

TAXIWAY

GABION

EXCAVATION

SURFACE

GABION

GRAVEL

(10～40㎜）

GEOTEXTILE

12005001200

SCALE

A SECTION1:10 m. SCALE

B SECTION1:30 m. SCALE

C SECTION1:30 m.

SCALE

1 FILTRATION BANK PLAN AND DETAIL


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


189136

724

524

10

010

0

724

2512 189 136 25 12

100 100

73

55

724

6 6

73

55

62 62

70066

600 600

124

6 6

73

55

12

6

724

62 62

-105x30x35x5

FB 19x6

-150x35x50x5

FB 44x6

FB 19x6

FB 44x6

FB 19x6

FB 44x6

PL 168 x 62 x 6

FB 44x6

D10 ANCHOR BAR

PL 168 x 62 x 6

D10 ANCHOR BAR

1

1135

1135

111

5

132.5

66

61115 46 4

113

5

44

81

75

1000

132.5

1115

4 646

57.5132.5

75

81

6 4 100

200

2

B

D 10 x 150

1000

8 x 8 x 1135

57.5 57.5

17 1723x30=690

8 x 8 x 100

D 10 x 150

SCALE

MANHOLE GRATING PLAN AND DETAIL1:10 m.

SCALE

1 PLAN VIEW OF MANHOLE GRATING TYPE A1:10 m.

LOAD CAPACITY = 20 TON

SCALE


B SECTION1:10 m.

SCALE

1 DETAIL1:5 m.

A

B

SCALE

2

(CAPACITY = 14 TONS)PLAN VIEW OF GRATING TYPE B

1:10 m.

SCALE

2 DETAIL1:5 m.

SCALE

B SECTION1:10 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


5400

4800

300

650

200

41

50

17

50

6 @

3

00

=

1

80

0

650

300

20

08

50

60

0

16

50

15

0

1700100

350

200200 3100

17

5

300

75

4502500

600

415

0

85

06

00

30

0

300

2800

300300 2200

1000

PLATFORM

41

50

10

50

30

0

300 2200

2800

300

1100 1100

21

00

30

0

1600 600

150

210

030

0

VA

RIE

S

4800

5400

300300

30

0

280

0

220

030

0

40

0

PVCØ300

OUTLET

30

030

03

00

300

17

5

1750

Ø600mm

3100

5400

300300

30

02

20

0

D12 16 @ 150 = 2400

300

30

0

650

60

20

0

65

0

D12 19 @ 150 = 2850

100

350

200300

35

50

D1

2 1

5 @

2

30

=

3

45

0

30

0

300300 2200

30

0

1750

30

0

6018060180 120

D12 16 @ 150 = 2400 D12 16 @ 150 = 2400

60

180

60

18

01

85

18

5

D12

1

3 @

15

0 =

1

95

0

16

016

0

D12

1

0 @

20

0 =

2

00

0

200650 200 650

60

18

06

01

80

D1

2 1

5 @

2

30

=

34

50

22

0

650200 3002350150600

60

01

05

01

50

17

50

30

0 75

17

5

185185

60

10

0

D1

2 1

9 @

1

50

=

2

85

0

180 120

D12 16 @ 150 = 2400

60180

D12 13 @ 150 = 1950

60180 60180185 185

D12 5 @ 240 = 1200

60

18

06

01

80

22

0

1200

150

150

600

15

01

75

01

65

0

17

5

6 @

3

00

=

1

80

0

75

300

20

0

65

0

OIL

VA

RIE

S

10

00

VA

RIE

S

VA

RIE

S

VA

RIE

S

700 150 650200 3002350150600

OIL DRAW

PLATFORM

OIL DRAW

PLATFORM

OIL DRAW

PLATFORM

OIL DRAW

6 @

3

00

=

1

80

0

FINISH GROUND

LEVEL

FINISH GROUND

LEVEL

PVCØ300

D12 @ 200

D16 @ 200

D12 @ 200

D12 @ 150 D12 @ 150

D12

D12 10 @ 232 = 2320

PVCØ300OUTLET

OUT IN

PVCØ300

INLET

20

0

PVCØ300INLET

LEAN CONCRETEfc'=180Kgs/cm²

50

100 100

100 100

100 100

50

50

SUB-GRADE

(COMPACTED

TO 95% MDD)

D12 @ 150

LEAN CONCRETEfc'=180Kgs/cm²SUB-GRADE

(COMPACTED

TO 95% MDD)

FINISH GROUND

LEVEL

LEAN CONCRETEfc'=180Kgs/cm²SUB-GRADE

(COMPACTED

TO 95% MDD)

FINISH GROUND

LEVEL

FINISH GROUND

LEVEL

0

GRAPHICAL SCALE

100 250 500

OIL FUEL SEPARATOR

300mm Ø PVC 300mm Ø PVC

DRAINAGE

KEY PLAN

SCALE

1 PLAN VIEW1:40 m.

SCALE

C SECTION1:40 m.

SCALE

2 REBAR PLAN1:40 m.

SCALE


B SECTION1:40 m.

SCALE

FUEL SEPARATOR TANK PLAN AND DETAIL1:40 m.

SCALE

D SECTION1:40 m. SCALE

E SECTION1:40 m.

D

E

A

B C


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


GH-2GH-2

GH-1

GH-1

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE B)

CURBSTONE W/ CONCRETE

GUTTER (TYPE A)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)


GUTTER (TYPE A)


GUTTER (TYPE A)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE C)


GUTTER (TYPE A)

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE B)


GUTTER (TYPE A)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)


GUTTER (TYPE A)


GUTTER (TYPE A)


GUTTER (TYPE A)

CONCRETE CURBSTONE

(TYPE C)


GUTTER (TYPE A)


GUTTER (TYPE A)

0

GRAPHICAL SCALE

100 250 500 m.

KEY PLAN

SCALE

1 CURBSTONE LAYOUT PLAN AT TERMINAL AREA (1)1:500 m.

MA

TC

H L

IN

E


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


0

GRAPHICAL SCALE

100 250 500 m.

GH-1

GH-2

GH-2

GH-2

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE C)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)


GUTTER (TYPE A)


GUTTER (TYPE A)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

CONCRETE CURBSTONE

(TYPE B)

KEY PLAN

MA

TC

H L

IN

E

SCALE

1 CURBSTONE LAYOUT PLAN AT TERMINAL AREA (2)1:500 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


P L A N

10

1000 1000 1000

B

10

20

0

B

15

00

A

A

A

-10mm THK. JOINT FILLER

TO BE PROVIDED EVERY

TEN (10) METERS

-TOP 10mm TO BE PROVIDED

WITH JOINT SEALER

ROAD CURVEfc'=10kg/cm²

15

0~

20

0

600 10 600 6001010 10

20

01

00

20

0

2

CONC. 28 = 180kg/cm

A

SECTION "A-A" (EXPANSION JOINT DETAIL)

20

0

S

=

2

.0

~

1

0

.0

%

500

70050

10

0

10

0

10

50

20

0

200

A

LONGITUDINAL SECTION

TYPE C

28

0

80

20

01

00

10

50

200 50

TYPE B

200

20

0

50

10

10

0

10

0

15

0

50 700

TYPE A

500

28

0

ASPHALT PAVEMENT

S=1.0~2.0%

10

50

10

01

30

50200

15

0

28

0

S=

2.0

~10.0

%

20

0

S=1.0~2.0%

ASPHALT PAVEMENT

CONC. 28 =

180kg/cm²

SUB-GRADE


SUB-GRADE


STIFFENER MORTAR

DRY MORTAR

STIFFENER MORTAR

DRY MORTAR

SUB-GRADE


CRUSHED AGGREGATE

BASE COURSE (CBR 80%)

NOTE:

EXPANSION JOINT FOR CONCRETE

GUTTER SHALL BE PROVIDED @ 9.60

METERS MAXIMUM.

JOINT MORTAR

RUBBER FILLER

VA

RIE

S

STIFFENER MORTAR

DRY MORTAR

CRUSHED AGGREGATE

BASE COURSE (CBR 80% min.)

CONC. 28 =

180kg/cm²

CRUSHED AGGREGATE


CONC. 28 = 180kg/cm²

STIFFENER MORTAR

DRY MORTAR

200

186 14

SECTION b

280

23

050

600

b

R

5

0

10mm

500mm

20

0m

m

200mm

150

mm

a'

280

ASPHALTIC FILLER

CONC. 28 =

180kg/cm²

16 @ 600 = 9600 MAX.

200

mm

C U R B S T O N E

20

0m

m

10

0m

m

SEE DETAIL a

SUB-GRADE


CRUSHED AGGREGATE

BASE COURSE (CBR 80%)

CONCRETE GUTTER

10

0

10200

10

0

1290

1500

50

3~5mm

TYPICAL PEDESTRIAN CONCRETE WALKWAY

fc'=10kg/cm²

GRANULAR SUB-BASEPREPARED SUB-GRADE

fc'=10kg/cm²

fc'=10kg/cm²

JOINT SEALER

JOINT FILLER

ROAD CURB

ADJOINING SLAB

SCALE

1 DETAIL A - EXPANSION JOINT1:10 m. SCALE

2 DETAIL a'1:10 m. SCALE

3 PRE-CAST CONCRETE CURBSTONE1:10 m.

SCALE

4 TYPICAL SECTION "A - A"1:10 m.

SCALE

5 TYPICAL CURBSTONE DETAIL1:10 m.

SCALE

6 DETAIL "A"1:5 m. SCALE

7 DETAIL "B"1:4 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


3000 2500 TO 4000 3000

15

0~

22

0

70

~1

20

10

0

2500 TO 40003000 3000

15

00

50

0

WALKWAY

CURB STONE

GUTTER

SECTION "A"

PLAN

CURB STONE

GUTTER

C

WALKWAY

C

WALKWAY WALKWAY

S=1.0~2.0%

ASPHALT PAVEMENT

500

700

10

02

00

11

0

50

10

0

10

50

200

10

50

10

0

50200

13

0

12

02

0

S

=

2

.0

~

1

0

.0

%

R

2

0

R

2

0

10

01

00

10

30

10

01

00

10

10

01

00

1500

200 500

S

=

2

.0

~

1

0

.0

%

10

STIFFENER MORTAR

DRY MORTAR


CRUSHED AGGREGATE



SUB-GRADE


SUB-GRADE


STIFFENER MORTAR

DRY MORTAR

SUB-GRADE COMPACTED

TO 95% MDD, CBR 6%

fc'=180kgs/cm²

GRANULAR SUB-BASE

CBR 25%

PRE-MOULDED

RUBBER FILLER

fc'=180kgs/cm²

PRE-MOULDED

RUBBER FILLER

NOTE:

1. CONTRACTION AND EXPANSION

JOINTS SHOULD BE PROVIDED AT

EVERY 1.00 METERS AND 10.00

METERS RESPECTIVELY

SCALE

1 CURBSTONE DETAIL AT RAMP1:15 m.

SCALE

2 SECTION B (GUTTER)1:10 m. SCALE

3 SECTION B (NO GUTTER)1:10 m. SCALE

4 SECTION "C-C" (WALKWAY/SIDEWALK)1:10 m.

SCALE

4 CONTACTION JOINTS1:10 m.

SCALE

5 EXPANSION JOINTS1:10 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


GH-1

GH-2GH-2

GH-2

GH-2

GH-1

GH-1

GH-2

1850

3464

GS-2

1117

3048

1550

3303

GS-2 GS-3

1270

2404

GS-4GS-5 GS-7

GS-6

3748

1850

1850

3748

1850

3272

0

GRAPHICAL SCALE

100 250 500 m.

KEY PLAN

SCALE

1 GUIDE SIGNAGES LAYOUT PLAN1:1000 MTS.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


2398675

155

0

19

020

010

020

0

3303

170275230

230

986 1412 230

19

02

00

235

170275230 1263 1135

275

197

275

197

E I TX T O

45

31

53

20

20 20

20

185

0

197

275

3464

20

010

02

00

235

137 170 137 137 124 137 137 124 137 945440275230

R IME N AP A S S N RE EG T L

20

20 20

A R IP GNB U S / E E NJ YE KP /

19

020

019

01

00

200

235

3464

675 2302751704091705

GS-2 GS-2

T A G B I L A R A N C I T Y

C A R P R KA

38 38 38 48 38 48 48

REFLECTORIZED WHITE LETTER, SYMBOL AND

BORDER ON REFLECTORIZED GREEN

BACKGROUND



BACKGROUND

38

GS-5

49

7

2398 170675

18

50

13

78

19

02

00

10

02

00

3748

275230

275 230

23

5

20

20

20

20

27

51

97




BACKGROUND

15

32

75

137 170 137 137 124 137 137 124 137 1087582

38 38 38 48 38 48 48 38


137

8

20

12

70

2404

230 2301944

10

02

00

23

52

00

10

02

00

23

5

20

20

20 20

S L O W D O W N

C A R P R K E

A H E A D

A I TX

20

20

GS-4



BACKGROUND

17

83

12

2398 170675

185

0

33

520

05

80

19

020

010

02

00

3748

170275230

275 230

E N T R NA EC A R P R KA C

1263 103 1707

235

20

20

20

20

27

54

60

GS-3




BACKGROUND

3048

150

20

125 120 120 95 110 110 115 120 120150 120 12570 70

B U S E E NJ YEP

11

17

20

20

A N D S A DNT

10001024

45

82

00

45

8

GS-6

110 140 70120 150 120 125 159

20

1024

3048

25 25 30 30 30 22 1515 30 30 12 20 20 30



BACKGROUND


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


3272

849230

185

0

312

178

13

60

260 1939 568 275 230

200

197

.5

675

20

20

20 20

200



BACKGROUND

GS-7

137 170 137 137 124 137 137 124 137344

38 38 38 48 38 48 48 38

275


100

W E L O M EC T O

GS-10

B O O LH I P RORA T

10

70

3745

3745

135

200

100

20

01

35

178

10

020

0

124 498.5124124 137 143 157498.5

38 38 38 48 38 48



BACKGROUND

124 786143137 137 137 124170150143137143137805 4838

48 48 384838 48 48 32 38

GS-11c



BACKGROUND

22

52

00

20

02

25

95

0

10

0


261474 290

20 20

2978

20

104

113

124

13

170

38

137

48

137 48

32

48124

48

170 137

38 38

170

38

137 150 137

38

32

38

124

13

171

GS-11b

P A N G L A O T O NW

75

20

02

00

75

95

0

10

02

00

10

0



BACKGROUND

446

20 20

2978

20

2087 446

170137

38

137 137

48

124

1348

170

38 38

143 150 124

38 38 38

143 178 137

124 392143137 137 137 124170150143137143137392 4838

48 48 384838 48 48 32 38

B O O LH I P RORA T

124 392143137 137 137 124170150143137143137392 4838

48 48 384838 48 48 32 38

B O O LH I P RORA T


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


125

0

3272

GS-1

GS-4

GS-3

GS-7 GS-10

185

0

3464

GS-2

5

5

30 60

63

.9

63

.9

10

51713401340267

185

0

617

61

73

08

30

8

10

7002172400

625

312

.5

31

2.5

125

0

15

50

38

7.5

77

53

87

.5

GS-5

18

50

30

86

16

.5

30

86

16

.5

18

50

30

86

16

.5

30

86

16

.5

10

70

26

7.5

53

52

67

.5

50

200

200

10

61

06

10

610

10

10 10699 699682682682

10

61

06

10

610

10

615

61

51

0

10 10605 605605416416605

615

61

51

010

10

51

05

10

51

0

10

61

06

10

61

01

0

10

61

06

10

61

01

0

10

52

55

25

10 NOTE:

15

50

3303

10

9101483910

200

51

05

10

51

01

0

10 10600441.5441.5 600600600

18

50

3748

10

200

61

06

10

61

01

0

10674 590 60010 674590600

10901090 200300868

18

50

3748

10

630.51393.51393.5330.5

200

61

06

10

61

01

0

10 641.5 611 611 611 611 642.5 10

10

70

3745

950950200

10

52

55

25

10

10 10620620620

200300

622.5 620 622.5

1146.5

Ø PIPE 30x30

SIGN BOARD - ALUMINUM SHEET

POST: HOT GALVANIZED

(GS-1, GS-2, GS-3, GS-4, GS-5, GS-7 & GS-10)

18

50

3272

10

366

50012611261250

200

36

63

66

36

63

66

10

10 605 605 832 605 605 10

366

405

52

05

20

40

5

185

0

36

63

66

36

63

66

10

10

PL-3.2

L-60x60x5

139.8mm Ø O.D.

t=3.5mm

BOLT 16mmØ

PL-12

BOARD t=2.2mm

Ø PIPE 30x30

BOARD t=2.2mm

t=3.5mm

139.8mmØ O.D.

Ø PIPE 30x30

BOARD t=2.2mm

Ø PIPE 30x30

BOARD t=2.2mm

BOLT 16mmØ

PL-3.2

PL-12

BOLT 16mmØ

PL-3.2

PL-12

Ø PIPE 30x30

BOARD t=2.2mm

BOLT 16mmØ

PL-3.2

PL-12

t=3.5mm

139.8mmØ O.D.

L-60x60x5

Ø PIPE 30x30

BOARD t=2.2mm

BOLT 16mmØ

PL-3.2

PL-12

L-60x60x5

BOLT 16mmØ

PL-3.2

PL-12

L-60x60x5

BOLT 16mmØ

PL-3.2

PL-12

L-60x60x5

Ø PIPE 30x30

BOARD t=2.2mm

PL-3.2

PL-12

t=3.5mm

139.8mmØ O.D.

L-60x60x5

Ø PIPE 30x30

BOARD t=2.2mm

t=3.5mm

139.8mmØ O.D.

L-25x25x2.5

L-60x60x5

ØPIPE 30X30

ØPIPE 30X30

t=3.5mm

139.8mmØ O.D.

L-60x60x5

L-25x25x2.5

ØPIPE 30X30

t=3.5mm

139.8mmØ O.D.

L-60x60x5

L-25x25x2.5

ØPIPE 30X30

t=3.5mm

139.8mmØ O.D.

ØPIPE 30X30

t=3.5mm

139.8mmØ O.D.

L-60x60x5

L-25x25x2.5

ØPIPE 30X30

L-60x60x5

L-25x25x2.5

L-60x60x5

L-25x25x2.5

L-60x60x5

ØPIPE 30X30

t=3.5mm

139.8mmØ O.D.

L-60x60x5

L-25x25x2.5

SCALE

1 GS-1 DETAIL1:30 m. SCALE

2 SECTION A1:30 m. SCALE


4 SECTION B1:30 m. SCALE


6 SECTION C1:30 m.

SCALE


8 SECTION D1:30 m. SCALE


10 SECTION E1:30 m.

SCALE


13 GS-10 DETAIL1:30 m.SCALE

12 SECTION F1:30 m. SCALE

14 SECTION G1:30 m.

SCALE

15 TYPICAL DETAIL 11:5 m.


COOPERATIONAGENCY




INC.


(ORIGINAL SIGNED)

(ORIGINAL SIGNED)


1 drainage layout plan aeronautical areasdotr.gov.ph/.../bd/dociii/drawingvol1/6.pdf · v-ditch...

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