Download - Modelo Perf Ilse Cc i Ones

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Page 1: Modelo Perf Ilse Cc i Ones

K

M

6+000.00

KM

7+000.00

5+90

0

6+00

0

6+100

6+200

6+30

0

6+40

0

6+50

0

6+60

0

6+700

6+80

0

6+90

0

7+00

0

7+10

0

7+200

VALLECITO ANCA

C-135

C-136C-137

C-138

C-139

C-140

C-141

C-142

C-143

C-144

C-145

C-146C-147

C-148 C-149

C-150 C-151

C-152

C-153

C-154

C-155

C-156

C-157 C-158

C-247

C-248

C-249

C-250

C-251

C-252

C-253

E=2261

00

E=2262

00

E=2263

00

E=2263

00

N=8881000

N=8881000

N=8881100

N=8881100

N=8881200

E=2260

00

E=2260

00

E=2261

00

E=2262

00

E=2262

00

E=2263

00

E=2263

00

E=2264

00

E=2264

00

E=2265

00

E=2265

00

E=2266

00

E=2266

00

E=2267

00

E=2267

00

E=2268

00

E=2268

00

E=2269

00

E=2269

00

N=8880900

N=8880900

N=8881000

N=8881000

N=8881200

N=8881200

N=8881300

N=8881300

N=8881400

N=8881400

N=8881500

N=8881500

N=8881600

N=8881600

N=8881700

N=8881700

N=8881800

N=8881800

N=8881900

N=8881900

E=2266

00

E=2267

00

E=2268

00

E=2269

00

CO

TA

(m

sn

m)

P.K.

P.K.

2192

2194

2196

2198

2200

2202

2204

2206

2208

2210

2212

2214

2216

2218

2220

2222

2224

2226

2228

2230

2232

2234

2236

2238

2240

2242

2244

2246

2248

2250

6+000 6+050 6+100 6+150 6+200 6+250 6+300 6+350 6+400 6+450 6+500 6+550 6+580

6+000

6+020 6+040 6+060 6+080

6+100

6+120 6+140 6+160 6+180

6+200

6+220 6+240 6+260 6+280

6+300

6+320 6+340 6+360 6+380

6+400

6+420 6+440 6+460 6+480

6+500

6+520 6+540 6+560

6+580

CO

TA

(m

sn

m)

CO

TA

(m

sn

m)

P.K.

P.K.

2248

2250

2252

2254

2256

2258

2260

2262

2264

2266

2268

2270

2272

2274

2276

2278

2280

2282

2284

2286

2288

2290

2292

2294

2296

2298

2300

2302

2304

2306

2248

2250

2252

2254

2256

2258

2260

2262

2264

2266

2268

2270

2272

2274

2276

2278

2280

2282

2284

2286

2288

2290

2292

2294

2296

2298

2300

2302

2304

2306

6+580 6+600 6+650 6+700 6+750 6+800 6+850 6+900 6+950 7+000

6+580 6+600

6+620 6+640 6+660 6+680

6+700

6+720 6+740 6+760 6+780

6+800

6+820 6+840 6+860 6+880

6+900

6+920 6+940 6+960 6+980

7+000

PENDIENTE / DIST.

COTA DE RASANTE

COTA DE TERRENO

ALTURA C / R

GEOMETRIA Hz.

KILOMETRAJE

L=145.75mP=7.69%%

L=55.02mP=11.73%%

L=167.48mP=10.93%%

L=12.8

3m

P=7.7

5%%

L=113.79mP=11.41%%

L=333.28mP=13.35%%

2193

.702

2195

.421

2197

.058

2198

.616

2200

.153

2201

.691

2203

.229

2204

.767

2206

.305

2207

.843

2209

.381

2211

.086

2213

.115

2215

.423

2217

.768

2220

.113

2222

.442

2224

.720

2226

.945

2229

.133

2231

.319

2233

.505

2235

.691

2237

.878

2240

.064

2242

.250

2244

.436

2246

.589

2248

.396

2249

.963

2251

.880

2254

.148

2256

.431

2258

.714

2260

.996

2263

.279

2265

.562

2267

.899

2270

.334

2272

.865

2275

.494

2278

.165

2280

.835

2283

.506

2286

.177

2288

.848

2291

.519

2294

.190

2296

.861

2299

.531

2302

.202

2193

.744

2195

.538

2197

.365

2199

.137

2200

.685

2201

.733

2203

.276

2205

.027

2206

.436

2207

.973

2209

.424

2211

.102

2213

.301

2215

.499

2217

.892

2220

.340

2222

.637

2224

.938

2227

.205

2229

.593

2231

.441

2233

.525

2235

.637

2238

.069

2240

.429

2242

.621

2244

.520

2246

.955

2248

.629

2250

.003

2252

.069

2254

.413

2256

.623

2258

.974

2261

.038

2263

.449

2265

.959

2268

.198

2270

.562

2272

.839

2275

.498

2278

.393

2281

.270

2283

.311

2286

.391

2288

.932

2291

.317

2295

.123

2298

.377

2301

.194

2303

.730

0.04

1

0.11

6

0.30

7

0.52

2

0.53

1

0.04

2

0.04

7

0.26

0

0.13

1

0.13

0

0.04

3

0.01

6

0.18

6

0.07

6

0.12

4

0.22

8

0.19

5

0.21

8

0.26

0

0.46

0

0.12

2

0.02

0

0.05

5

0.19

2

0.36

6

0.37

1

0.08

4

0.36

6

0.23

3

0.04

0

0.18

9

0.26

5

0.19

2

0.26

0

0.04

2

0.16

9

0.39

7

0.29

9

0.22

8

0.02

6

0.00

4

0.22

8

0.43

5

0.19

6

0.21

4

0.08

4

0.20

2

0.93

4

1.51

6

1.66

3

1.52

8

6+00

0.00

6+02

0.00

6+04

0.00

6+06

0.00

6+08

0.00

6+10

0.00

6+12

0.00

6+14

0.00

6+16

0.00

6+18

0.00

6+20

0.00

6+22

0.00

6+24

0.00

6+26

0.00

6+28

0.00

6+30

0.00

6+32

0.00

6+34

0.00

6+36

0.00

6+38

0.00

6+40

0.00

6+42

0.00

6+44

0.00

6+46

0.00

6+48

0.00

6+50

0.00

6+52

0.00

6+54

0.00

6+56

0.00

6+58

0.00

6+60

0.00

6+62

0.00

6+64

0.00

6+66

0.00

6+68

0.00

6+70

0.00

6+72

0.00

6+74

0.00

6+76

0.00

6+78

0.00

6+80

0.00

6+82

0.00

6+84

0.00

6+86

0.00

6+88

0.00

6+90

0.00

6+92

0.00

6+94

0.00

6+96

0.00

6+98

0.00

7+00

0.00

7.69%

11.73

%

10.93

%

7.75%

11.41

%

13.35

%

PMIN-EST: 6+199.60PMIN-ELEV: 2209.35

PIV:6+224.60ELEV:2211.27

K:12.39LCV:50.00

PCV

= 6+

199.

60EL

EV=

2209

.35

PTV

= 6+

249.

60EL

EV=

2214

.20

PMIN-EST: 6+574.93PMIN-ELEV: 2249.55

PIV:6+589.93ELEV:2250.72

K:8.18LCV:30.00PC

V=

6+57

4.93

ELEV

= 22

49.5

5

PTV

= 6+

604.

93EL

EV=

2252

.43

PMIN-EST: 6+718.72PMIN-ELEV: 2265.42

PIV:6+758.72ELEV:2269.98

K:41.22LCV:80.00

PCV

= 6+

718.

72EL

EV=

2265

.42

PTV

= 6+

798.

72EL

EV=

2275

.32

PMAX EST: 6+053.85PMAX ELEV: 2198.14

PIV EST:6+023.85PIV ELEV:2195.84

K:48.41LCV:60.00

PTV

-EST

: 6+0

53.8

5PT

V-E

LE: 2

198.

14

PMAX EST: 6+364.62PMAX ELEV: 2227.45

PIV EST:6+334.62PIV ELEV:2224.17

K:75.56LCV:60.00

PCV

= 6+

304.

62EL

EV=

2220

.65

PTV

-EST

: 6+3

64.6

2PT

V-E

LE: 2

227.

45

PCV

= 6+

532.

10EL

EV=

2245

.76

PTV

-EST

: 6+5

62.1

0PT

V-E

LE: 2

248.

56

R=73.00mL=57.66m

R=104.17mL=17.14m

R=16.00mL=28.51m

R=62.00mL=74.00m

R=30.00mL=2.75m

R=105.00mL=37.03m

R=50.00mL=20.94m

R=20.00mL=2.43m

R=30.00mL=19.47m

R=20.00mL=5.37m

R=58.00mL=39.03m

R=20.00mL=1.74m

R=104.17mL=0.48m

R=30.00mL=4.61m

R=30.00mL=3.79m

R=95.00mL=38.69m

R=78.00mL=37.24m

R=80.00mL=42.33m

R=20.00mL=14.94m

R=20.00mL=2.93m

R=27.00mL=27.42m

TABLA DE ELEMENTOS DE CURVA HORIZONTAL

CURVA#

C-151

C-152

C-153

C-154

C-155

C-156

C-157

C-158

C-159

C-160

C-161

C-162

C-163

C-164

C-165

C-166

C-167

C-168

C-169

C-170

C-171

C-172

C-173

C-174

C-175

DELTAΔ (Grados)

30° 18' 52"

42° 48' 42"

8° 23' 30"

58° 11' 24"

64° 39' 58"

9° 00' 48"

8° 14' 27"

12° 58' 01"

7° 26' 37"

15° 31' 31"

156° 35' 54"

6° 04' 05"

4° 40' 50"

86° 59' 33"

34° 32' 50"

17° 10' 06"

9° 40' 07"

38° 58' 57"

4° 56' 23"

15° 17' 46"

4° 57' 12"

30° 54' 55"

7° 44' 36"

30° 51' 18"

25° 23' 01"

RADIOR (m)

80.00

20.00

20.00

27.00

15.00

20.00

20.00

15.00

20.00

20.00

15.50

30.00

20.00

27.00

15.00

15.00

20.00

15.00

30.00

100.00

30.00

35.00

30.00

75.00

90.00

TANG.TG (m)

21.671

7.840

1.467

15.025

9.495

1.576

1.441

1.705

1.301

2.726

74.841

1.590

0.817

25.619

4.664

2.264

1.692

5.309

1.294

13.428

1.298

9.678

2.030

20.697

20.269

EXTERNAE (m)

2.883

1.482

0.054

3.899

2.752

0.062

0.052

0.097

0.042

0.185

60.929

0.042

0.017

10.220

0.708

0.170

0.071

0.912

0.028

0.898

0.028

1.314

0.069

2.803

2.254

CUERDACc (m)

41.835

14.599

2.927

26.258

16.045

3.143

2.874

3.388

2.596

5.403

30.356

3.176

1.633

37.169

8.908

4.478

3.371

10.010

2.586

26.618

2.593

18.657

4.051

39.903

39.547

LONG.Lc (m)

42.33

14.94

2.93

27.42

16.93

3.15

2.88

3.39

2.60

5.42

42.36

3.18

1.63

40.99

9.04

4.49

3.37

10.21

2.59

26.70

2.59

18.89

4.05

40.39

39.87

PROG.( PC )

6+775.891

6+852.388

6+959.634

6+990.776

7+036.468

7+090.938

7+120.032

7+159.044

7+206.481

7+242.473

7+266.038

7+348.520

7+387.163

7+431.076

7+502.337

7+540.054

7+572.370

7+608.068

7+712.059

7+733.670

7+812.891

7+861.485

7+919.504

7+933.693

8+025.088

PROG.( PI )

6+797.562

6+860.229

6+961.101

7+005.801

7+045.963

7+092.514

7+121.473

7+160.749

7+207.782

7+245.200

7+340.879

7+350.110

7+387.981

7+456.694

7+507.002

7+542.319

7+574.061

7+613.377

7+713.353

7+747.098

7+814.189

7+871.164

7+921.534

7+954.390

8+045.357

PROG.( PT )

6+818.218

6+867.333

6+962.563

7+018.197

7+053.398

7+094.084

7+122.909

7+162.439

7+209.079

7+247.893

7+308.402

7+351.697

7+388.797

7+472.070

7+511.382

7+544.549

7+575.745

7+618.273

7+714.646

7+760.366

7+815.485

7+880.371

7+923.558

7+974.082

8+064.961

COORD.UTM ( PC )

E: 226,641.9702N: 8,881,559.8054

E: 226,710.4046N: 8,881,591.3355

E: 226,769.2008N: 8,881,679.5672

E: 226,781.2653N: 8,881,708.2665

E: 226,819.8408N: 8,881,727.5970

E: 226,842.1178N: 8,881,774.3767

E: 226,854.1585N: 8,881,800.8495

E: 226,870.9100N: 8,881,835.3923

E: 226,868.9611N: 8,881,882.6858

E: 226,861.5490N: 8,881,917.9000

E: 226,851.2793N: 8,881,939.0483

E: 226,905.9564N: 8,881,933.1055

E: 226,933.4023N: 8,881,905.9104

E: 226,961.8734N: 8,881,872.4808

E: 227,022.8953N: 8,881,886.8379

E: 227,059.8539N: 8,881,889.3754

E: 227,089.1568N: 8,881,876.0137

E: 227,117.5957N: 8,881,854.4613

E: 227,220.8684N: 8,881,853.5895

E: 227,242.4405N: 8,881,852.3553

E: 227,320.6588N: 8,881,863.6272

E: 227,369.1061N: 8,881,867.3680

E: 227,422.3906N: 8,881,846.2103

E: 227,435.7154N: 8,881,841.3620

E: 227,524.6397N: 8,881,852.6642

COORD.UTM ( PI )

E: 226,656.8316N: 8,881,575.5783

E: 226,717.9263N: 8,881,593.5478

E: 226,769.9520N: 8,881,680.8275

E: 226,786.9924N: 8,881,722.1570

E: 226,829.2079N: 8,881,729.1483

E: 226,842.5504N: 8,881,775.8925

E: 226,854.7661N: 8,881,802.1559

E: 226,871.3210N: 8,881,837.0467

E: 226,868.8542N: 8,881,883.9824

E: 226,860.9749N: 8,881,920.5652

E: 226,816.5130N: 8,882,005.3244

E: 226,907.1936N: 8,881,932.1066

E: 226,933.9804N: 8,881,905.3325

E: 226,978.4545N: 8,881,852.9518

E: 227,026.6044N: 8,881,889.6662

E: 227,062.1046N: 8,881,889.1281

E: 227,090.6511N: 8,881,875.2210

E: 227,121.8014N: 8,881,851.2210

E: 227,222.1621N: 8,881,853.6205

E: 227,255.8427N: 8,881,851.5192

E: 227,321.9396N: 8,881,863.8355

E: 227,378.7575N: 8,881,868.0908

E: 227,424.2055N: 8,881,845.3002

E: 227,455.2980N: 8,881,834.6617

E: 227,544.0408N: 8,881,858.5316

COORD.UTM ( PT )

E: 226,677.6223N: 8,881,581.6934

E: 226,721.9406N: 8,881,600.2824

E: 226,770.5113N: 8,881,682.1840

E: 226,801.8155N: 8,881,724.6119

E: 226,831.8139N: 8,881,738.2783

E: 226,843.2153N: 8,881,777.3219

E: 226,855.5547N: 8,881,803.3617

E: 226,871.3504N: 8,881,838.7511

E: 226,868.5803N: 8,881,885.2542

E: 226,859.7084N: 8,881,922.9796

E: 226,874.7427N: 8,881,958.3083

E: 226,908.3182N: 8,881,930.9825

E: 226,934.5094N: 8,881,904.7095

E: 226,998.8266N: 8,881,868.4855

E: 227,031.2634N: 8,881,889.8922

E: 227,064.1821N: 8,881,888.2274

E: 227,091.9910N: 8,881,874.1887

E: 227,127.1091N: 8,881,851.3479

E: 227,223.4535N: 8,881,853.5399

E: 227,268.9907N: 8,881,854.2483

E: 227,323.2336N: 8,881,863.9324

E: 227,387.4092N: 8,881,863.7523

E: 227,426.1265N: 8,881,844.6430

E: 227,475.5454N: 8,881,838.9529

E: 227,559.0536N: 8,881,872.1495

ESCALA VERTICAL 1:200

2001601208040200

ESCALA HORIZONTAL 1:2.000

ESCALA GRAFICA

0 2 4 8 12 16 20

PERFIL LONGITUDINALESCALA : H=1/2000, V=1/200

PLANTA GENERALESCALA : 1 / 2000

CANAL

EJE TROCHA EN PROYECTO

TROCHA EXISTENTE DETERIORADO

RÍO

LEYENDA

PUENTE, PONTON