Cotas Danilo

8/16/2019 Cotas Danilo

1/51

ESTACAS

CORDA (m)

INTEIRAS INTERMEDIÁRIAS

1 0.000 0.000

2 10.000 10.000

3 10.000 20.000

4 10.000 30.000

5 10.000 40.000

6 10.000 50.000

7 10.000 60.000

8 10.000 70.000

9 10.000 80.000

10 10.000 90.000

11 10.000 100.000

12 10.000 110.000

13 10.000 120.000

14 10.000 130.000

15 10.000 140.000

16 10.000 150.000

17 10.000 160.000

18 10.000 170.000

19 10.000 180.000

20 10.000 190.000

21 10.000 200.000

22 10.000 210.000

DISTÂNCIA ENTREESTACAS (m)


2/51


3/51

32.300 32.011 31.750

32.729 32.439 32.179

32.965 32.570 32.215

33.125 32.731 32.375

33.292 32.898 32.543

33.461 33.066 32.711

33.621 33.226 32.871

33.815 33.421 33.066

34.153 33.758 33.403

34.483 34.089 33.734

34.804 34.409 34.054

34.950 34.556 34.200

34.950 34.556 34.200

35.032 34.690 34.382

35.039 34.697 34.389

35.100 34.758 34.451

35.169 34.827 34.519

35.329 34.987 34.679

35.491 35.097 34.742

35.660 35.266 34.911

35.935 35.698 35.484

36.329 36.092 35.879

NÍVEL DA ESTACAA ESQUERDA (m)

NÍVEL DA ESTACAA DIREITA (m)

NÍVEL DA ESTACAPRÓXIMA AO

MURO (m)


4/51


5/51

ESTACAS

CORDA (m)


1 0.000 0.000

2 10.000 10.000

3 10.000 20.000

4 10.000 30.000

5 10.000 40.000

6 10.000 50.000

7 10.000 60.000

8 10.000 80.000

9 10.000 90.000

10 10.000 100.000

11 10.000 110.000

12 10.000 120.000

13 10.000 130.000

14 10.000 140.000

15 10.000 150.000

16 10.000 160.000

17 10.000 170.000

18 10.000 180.000

19 10.000 190.000

20 10.000 200.000

21 10.000 210.000

22 10.000 220.000

23 10.000 230.000



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25 10.000 250.000

26 10.000 260.000

27 10.000 270.000

28 10.000 280.000


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31.900 31.900 31.900

31.900 31.900 31.900

31.900 31.900 31.900

31.900 31.900 31.900

31.900 31.900 31.900

31.900 31.900 31.900

32.240 31.947 31.682

32.542

32.841

33.379

33.815

34.500

34.500 33.800

34.345 33.800

34.072 33.800

34.000 33.800

34.000 33.800

34.370 34.334

34.800 34.800

35.166 35.119

35.542 35.438

35.951 35.750

36.246 36.065




MURO (m)


8/51

36.797

36.900

36.900


9/51

ESTACAS

CORDA (m)


1 0.000 0.000

2 10.000 10.000

3 10.000 20.000

4 10.000 30.000

5 10.000 40.000

6 10.000 50.000

7 10.000 60.000

8 10.000 80.000

9 10.000 90.000

10 10.000 100.000

11 10.000 110.000

12 10.000 120.000

13 10.000 130.000

14 10.000 140.000

15 10.000 150.000

16 10.000 160.000

17 10.000 170.000

18 10.000 180.000

19 10.000 190.000

20 10.000 200.000

21 10.000 210.000

22 10.000 220.000

23 10.000 230.000



10/51

25 10.000 250.000

26 10.000 260.000

27 10.000 270.000

28 10.000 280.000


11/51

34.700

34.350

34.350

34.100

34.300

34.300

34.720

34.860 0.099

35.000

35.930

36.030




MURO (m)


12/51


13/51

ESTACAS

CORDA (m)INTEIRAS INTERMEDIÁRIAS

1 0 31.358 32.286 32.186 32.286

2 10.000 32.300 32.286 32.186 32.286

3 20.000 32.729 32.286 32.186 32.286

4 30.000 32.965 32.486 32.386 32.486

5 40.000 33.125 32.686 32.586 32.686

6 50.000 33.292 32.886 32.786 32.886

7 60.000 33.461 32.886 32.786 32.886

8 70.000 33.621 33.086 32.986 33.086

9 80.000 33.815 33.286 33.186 33.286

10 90.000 34.153 33.486 33.386 33.486

11 100.000 34.483 34.286 34.186 34.286

12 110.000 34.804 34.486 34.386 34.486

13 120.000 34.950 34.486 34.386 34.486

14 130.000 34.950 34.550 34.450 34.550

15 140.000 35.032 34.200 34.100 34.200

16 150.000 35.039 34.200 34.100 34.200

COTA A ESQUERDATERRAPLENAGEM (m)

COTA AESQUERDA REAL

(m)

COTA CENTRALREAL (m)

COTA A DIREITAREAL (m)


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OBSERVAÇÕES:

32.436 0.928 Estaca marcada em área verde

32.436 -0.014 Ponto de Começo

32.436 -0.443

32.636 -0.479

32.836 -0.439

33.036 -0.406

33.036 -0.575

33.236 -0.535

33.436 -0.529

33.636 -0.667

34.436 -0.197

34.636 -0.318

34.636 -0.464

34.700 -0.400

34.350 -0.832

34.350 -0.839

COTA REAL DAVAGA GARAGEM

(m)

VARIAÇÃO DA COTA A ESQUERDATERRAPLENGADEM COM O REAL

(m)


16/51

34.100 -1.150

34.300 -1.019

34.300 -1.179

34.720 -0.921

34.860 -0.950

35.000 -1.085

35.930 -0.549

36.030 -0.701

36.130 -0.744

-37.582

-38.400 Ponto de Térmno

Ponto de Térmno


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R"a Lateral MaiorC# de Eixo C# L# E# C# L# E# E$# C# %a# E$# C# de Eixo C# L# E# # L# E# E$

0 32.286 32.341 32.491 0 34.8 34.64

10 32.286 32.241 32.391 10 34.941 34.781

20 32.286 32.511 32.661 20 35.081 34.921

30 32.636 32.550 32.7 25 35.152 34.9915

40 32.686 32.900 33.05 30 35.152 34.992

50 32.886 32.950 33.1 40 35.442 35.282

60 32.886 33.000 33.15 50 35.732 35.572

70 33.086 33.050 33.2 60 36.022 35.862

80 33.516 33.356 33.506 65 36.022 35.862

90 33.796 33.636 33.786 70 36.140 35.9795

100 34.031 33.871 34.021 80 36.375 36.2145

110 34.251 34.091 34.241 90 36.609 36.4485

120 34.343 34.183 34.333 96 36.750 36.5895

130 34.393 34.233 34.383 101 36.750 36.590140 34.443 34.283 34.433 110 36.766 36.606

150 34.522 34.362 34.512 120 36.783 36.6231

160 34.573 34.413 34.563 130 36.801 36.64052

170 34.623 34.463 34.613 132 36.804 36.644

180 34.753 34.593 34.743 137 36.804 36.644190 34.893 34.733 34.883 140 36.891 36.7307

200 35.229 35.069 35.219 150 37.180 37.020

210 35.501 35.341 35.491 160 37.469 37.309

220 35.855 35.695 35.845 168 37.700 37.540

225 35.905 35.745 35.895 173 37.7 37.540

240 35.980 35.82 35.97 180 38.012 37.852

190 38.457 38.297200 38.903 38.743

205 39.125 38.965

210 39.125 38.965

217.61 39.300 39.140

228.42 39.621


18/51

R"a Lateral Menor R"aC# %a# E$# C# de Eixo C# L# E# # L# E# E$C# %a# E$# C# de Eixo C# L# E#

34.79 0 35.3 35.14 35.29 0 39

34.931 10 35.474 35.314 35.464 10 39.500

35.071 20 35.648 35.488 35.638 20 40.100

35.1415 30 35.822 35.662 35.812 30 40.800

35.142 40 35.996 35.836 35.986 40 41.300

35.432 50 36.170 36.01 36.16 50 41.480

35.722 60 36.344 36.184 36.334 51.5 41.498

36.012 70 36.518 36.358 36.508

36.012 80 36.692 36.532 36.682

36.1295 90 36.866 36.706 36.856

36.3645 100 37.040 36.88 37.03

36.5985 110 37.214 37.054 37.204

36.7395 120 37.388 37.228 37.378

36.74 130 37.562 37.402 37.55236.755678 140 37.736 37.576 37.726

36.773098 150 37.910 37.75 37.9

36.790518 160 38.084 37.924 38.074

36.794002 170 38.258 38.098 38.248

36.794 180 38.432 38.272 38.42236.8807 190 38.606 38.446 38.596

37.1697 200 38.779 38.619 38.769

37.459 210 38.952 38.792 38.942

37.6899 212.27 38.991 38.8315 38.9815

37.69

38.0015

38.446538.8925 0.0446

39.115 0.0445

39.115 0

39.29 0.022996

39.771045


19/51

COTAS - Referencias:Frontal R"a Area de la&er e torre '(C# L# E# E$# C# %a# E$# C# de Eixo C# L# E# C# L# E# E$# C# %a# E$# C# de Eixo

38.84 38.99 0 39.3 39.14 39.29 0

39.340 39.49 10 40.300 40.140 40.29 10

39.94 40.09 20 40.970 40.81 40.96 20

40.64 40.79 27.15 41.000 40.84 40.99 30

41.14 41.29 40

41.32 41.47 50

41.338 41.488 60

61.06


20/51

Frente para o Extra e Frente para Maria Lacerda / Iníc"a torre '( e torre ') R"a torre ') e torre '*C# L# E# C# L# E# E$# C# %a# E$# C# de Eixo C# L# E# C# L# E# E$# C# %a# E$#35.855 35.695 35.845 0 34.803 34.643 34.793

36.855 36.695 36.845 10 35.470 35.310 35.46

37.525 37.365 37.515 20 35.923 35.763 35.913

38.195 38.035 38.185 30 36.303 36.143 36.293

38.895 38.735 38.885 40 36.683 36.523 36.673

39.045 38.885 39.035 50 36.983 36.823 36.973

39.095 38.935 39.085 60 37.423 37.263 37.413

39.125 38.965 39.115 61.8 37.700 37.540 37.690


21/51

o: nível ais !aixoR"a torre '* e torre '+ R"a torre '+ e torre '

C# de Eixo C# L# E# C# L# E# E$# C# %a# E$# C# de Eixo C# L# E# # L# E# E$0 34.323 34.163 34.313 0 34.251 34.091

10 34.513 34.353 34.503 10 34.951 34.791

20 34.913 34.753 34.903 20 35.451 35.291

30 35.297 35.137 35.287 30 35.901 35.741

40 35.717 35.557 35.707 40 36.351 36.191

50 36.167 36.007 36.157 50 36.471 36.311

60 36.617 36.457 36.607 60 36.591 36.431

62.44 36.804 36.644 36.794 62.87 36.750 36.590

0.05 0.2175 35.0085

R"a torre ') e torre '*

C# de Eixo C# L# E# C# L# E# E$# C# %a# E$#0 34.803 34.643 34.79310 35.470 35.310 35.46

20 35.923 35.763 35.913

), *,#.( *,#'( *,#,(30 36.303 36.143 36.293

*, *.#*+( *.#(( *.#**(

40 36.683 36.523 36.673+, *.#0(* *.#,,* *.#0'*50 36.983 36.823 36.973

,, *0#')0 *.#.0 *0#'(060 37.423 37.263 37.413

61.8 37.700 37.540 37.690


22/51

, R"a torre ', e torre '. R"a torreC# %a# E$# C# de Eixo C# L# E# C# L# E# E$# C# %a# E$# C# de Eixo C# L# E#

34.241 0 33.31 33.150 33.3 0 32.830

34.941 10 33.695 33.535 33.685 10 33.230

35.441 20 34.080 33.920 34.07 20 33.630

35.891 30 34.465 34.305 34.455 30 34.030

36.341 40 34.850 34.690 34.84 40 34.430

36.461 50 35.235 35.075 35.225 50 34.830

36.581 60 35.620 35.460 35.61 60 35.280

36.740 63.73 36.022 35.862 36.012 61.6 35.152

34.9335 0.04 0.084

35.7 0.04 0.228

0.0385


23/51

. e torre '0 R"a torre '0 e "roC# L# E# E$# C# %a# E$# C# de Eixo C# L# E# C# L# E# E$# C# %a# E$#

32.670 32.82 0 32.501 32.341 32.491

33.070 33.22 10 33.001 32.841 32.991

33.470 33.62 20 33.501 33.341 33.491

33.870 34.02 30 34.001 33.841 33.991

34.270 34.42 40 34.201 34.041 34.191

34.670 34.82 50 34.401 34.241 34.391

35.120 35.27 60 34.601 34.441 34.591

34.992 35.142 70 34.851 34.691 34.841

80 35.051 34.891 35.041

90 35.251 35.091 35.241

33.554 33.479 91.23 35.300 35.140 35.29

34.098 34.023

0.544


24/51

R"a torre '0 e "roC# de Eixo C# L# E# C# L# E# E$#C# %a# E$#

0 32.501 32.341 32.49110 33.001 32.841 32.991

20 33.501 33.341 33.491

30 34.001 33.841 33.991

40 34.201 34.041 34.191

50 34.401 34.241 34.391

60 34.601 34.441 34.591

70 34.851 34.691 34.84180 35.051 34.891 35.041

90 35.251 35.091 35.241

91.23 35.300 35.140 35.29


25/51

R1A TORRE '0 E M1RO 23A

ESTACA EIXO !"

0 0 0.00% 32.341 32.266

0 + 3,86 m 3.86 0.05% 32.341 32.266

1 10 5.00% 32.841 32.766

2 20 5.00% 33.341 33.266

3 30 5.00% 33.841 33.766

4 40 2.00% 34.041 33.966

5 50 2.00% 34.241 34.166

6 60 2.00% 34.441 34.366

7 70 2.50% 34.691 34.616

8 80 2.00% 34.891 34.816

9 90 2.00% 35.091 35.016

9 + 1,23 m 91.23 3.98% 35.140 35.065

CORDA(m)

COTA DE BORDOESQUERDO (m)

COTAEXECUTIVA DE

EIXO (m)


26/51

CAS4

32.341 32.491

32.341 32.491

32.841 32.991

33.341 33.491

33.841 33.991

34.041 34.191

34.241 34.391

34.441 34.591

34.691 34.841

34.891 35.041

35.091 35.241

35.140 35.290

COTA DEBORDO

DIREITO (m)

COTA DA VAGADE GARAGEM

(MUROBARCAS)


27/51

R"a torre '+ e torre ',C# de Eixo C# L# E# # L# E# E$C# %a# E$#

0 34.251 34.091 34.241 34.01634.465 34.390

10 34.951 34.791 34.941 34.716

34.999 34.924

20 35.451 35.291 35.441 35.216

30 35.901 35.741 35.891 35.666

36.045 35.970

40 36.351 36.191 36.341 36.11650 36.471 36.311 36.461 36.236

60 36.591 36.431 36.581 36.356

62.87 36.750 36.590 36.740 36.515

!"

0 0.00 0.00%

0 + 5,34 m 5.34 11.40%

1 10.00 1.95%

1 + 4,15 m 14.15 8.29%

2 20.00 2.67%

3 30.00 4.50%

3 + 6,75 m 36.75 -4.77%

4 40.00 23.75%

5 50.00 1.20%

6 60.00 1.20%

6 + 2,87 m 62.87 5.54%

R"a t!"

ESTACA(EIXO)

CORDA(m)

ESTACA(EIXO)

CORDA(m)


28/51

3 + 6,75 m 36.75 1.39%

4 40.00 6.34%

5 50.00 2.50%

6 60.00 2.50%6 + 2,87 m 62.87 9.23%

R"a torre '

!"

0 0.00 0.00%

0 + 5,34 m 5.34 652.15%

1 10.00 4.83%

1 + 4,15 m 14.15 5.06%

2 20.00 1.54%

2 + 1,60 m 21.60 1.00%

3 30.00 1.00%

3 + 4,80 m 34.80 1.14%

3 + 6,75 m 36.75 1.39%

4 40.00 6.34%

5 50.00 2.50%

6 60.00 2.50%

6 + 2,87 m 62.87 0.00%

ESTACA(EIXO)

CORDA(m)


29/51

R"a torre '+ e torre ',

34.091 34.016 34.091 34.241

34.700 34.625 34.700 34.850

34.791 34.716 34.791 34.941

35.135 35.060 35.135 35.285

35.291 35.216 35.291 35.441

35.741 35.666 35.741 35.891

35.419 35.344 35.419 35.569

36.191 36.116 36.191 36.341

36.311 36.236 36.311 36.461

36.431 36.356 36.431 36.581

36.590 36.515 36.590 36.740

rre '+ e torre ', 2A5OTA5O4


COTAEXECUTIVA DE

EIXO (m)

COTA DE BORDODIREITO (m)

COTA DA VAGA DEGARAGEM


COTAEXECUTIVA DE

EIXO ( )



0.00 5.34 10.00 14.15 20.00 30.00 36.75 40.00 50.0032.750

33.000

33.250

33.500

33.750

34.000

34.250

34.500

34.750

35.000

35.250

35.500

35.750

36.000

36.250

36.500

36.750COTAS 5E EI$O R1A E7TRE A T


30/51

35.619 35.544 35.619 35.769

35.825 35.750 35.825 35.975

36.075 36.000 36.075 36.225

36.325 36.250 36.325 36.47536.590 36.515 36.590 36.740

e torre ', 2Reservat6rio Inferior4

0.075 0.000 0.075 0.225

34.900 34.825 34.900 35.050

35.125 35.050 35.125 35.275

35.335 35.260 35.335 35.485

35.425 35.350 35.425 35.575

*,#++( 35.366 35.441 35.591

*,#,), 35.450 35.525 35.675*,#,) 35.517 35.592 35.74235.619 35.544 35.619 35.769

35.825 35.750 35.825 35.975

36.075 36.000 36.075 36.225

36.325 36.250 36.325 36.475

36.325 36.250 36.325 36.475


COTAEXECUTIVA DE

EIXO (m)




31/51

60.00 62.87

RRE '+ E ',

TERRAPLENAGEM INICIAL

TERRAPLENAGEM COM

COTAS REAIS DOS

DRENANTES

TERRAPLENAGEM ADOTADO


32/51

22.60


33/51


34/51


35/51

R"a torre '* e torre '+ 2Reservat6ri

!"

0 0 0.00% 34.163 34.088

1 10 1.90% 34.353 34.278

2 20 4.00% 34.753 34.678

3 20 + 1,50 *+#(( *+#0*.4 30 3.84% 35.137 35.062

5 30 + 4,70 *,#**+ *,#),6 40 4.20% 35.557 35.482

7 50 4.50% 36.007 35.932

8 60 4.50% 36.457 36.382

9 62.44 1.87% 36.644 36.569

ESTACA(EIXO)

CORDA(m)


COTA EXECUTIVA DEEIXO (m)


36/51

o Inferior4

34.163 34.313

34.353 34.503

34.753 34.903

*+#(( 34.96135.137 35.287

*,#**+ 35.48435.557 35.707 0.524

36.007 36.157

36.457 36.607

36.644 36.794


COTA DAVAGA DE

GARAGEM


37/51

R"a torre '* e to

ESTACA (EIXO) CORDA (m) !"

0 0 0.00%

1 10 10.00%

2 20 6.70%

) 8 .9'' ). .#0'3 30 6.70%

* 8 9)' *#) 0#''4 40 13.70%

5 50 8.50%

6 60 2.00%

7 61.06 0.30%

39.2

R"a torre '

C# de Eixo C# L# E#0 35.855

10 36.855

20 37.525

30 38.195

40 38.895

50 39.045

60 39.095

61.06 39.125


38/51

rre '+ 2Reservat6rio Inferior4

35.695 35.620 35.695 35.845

36.695 36.620 36.695 36.845

37.365 37.290 37.365 37.515

*0#0.0 *0#.) *0#0.0 *0#(038.035 37.960 38.035 38.185

*#.0 *#.'+ *#.0 *#)38.735 38.660 38.735 38.885

38.885 38.810 38.885 39.035

38.935 38.860 38.935 39.085

38.965 38.890 38.965 39.115

( e torre ')

C# L# E# E$# C# %a# E$#35.695 35.845

36.695 36.845

37.365 37.515

38.035 38.185

38.735 38.885

38.885 39.035

38.935 39.085

38.965 39.115






39/51

R"a torre '+ e torre ',C# de Eixo C# L# E# # L# E# E$C# %a# E$# C.E.E

0 35.855 35.695 35.845 35.620 35.845

8.35 36.69 36.53 36.68 36.455 36.845

10 36.855 36.695 36.845 36.620 37.515

13.35 37.079 36.919 36.844 38.185

20 37.525 37.365 37.515 37.290 38.885

26.55 37.964 37.804 37.729 39.035

30 38.195 38.035 38.185 37.960 39.085

40 38.895 38.735 38.885 38.660 39.115

50 39.045 38.885 39.035 38.810

60 39.095 38.935 39.085 38.860

61.06 39.125 38.965 39.115 38.890

R"a torre '( e torre ')

!"

0 0.00 0.00% 35.695 35.620 35.695 35.845 36.055

8.35 5.34 10.00% 36.229 36.154 36.229 36.379 36.589

10 10.00 10.00% 36.695 36.620 36.695 36.845 37.055

13.35 3.35 -3.38% 36.919 36.844 36.919 37.069 37.279

20 20.00 6.70% 37.365 37.290 37.365 37.515 37.725

26.55 6.55 27.64% 37.804 37.729 37.804 37.954 38.164

30 30.00 6.70% 38.035 37.960 38.035 38.185 38.395

40 40.00 2.85% 38.735 38.245 38.735 38.885 39.095

50 50.00 5.65% 38.885 38.810 38.885 39.035 39.245

60 60.00 0.50% 38.935 38.860 38.935 39.085 39.295

61.06 61.06 2.83% 38.965 38.890 38.965 39.115 39.265

R"a torre '+ e torre ', 2A5OTA5O4

!"

0 0.00 0.00% 35.695 35.620 35.695 35.845

0 + 5,34 m 5.34 -14.89% 34.900 34.825 34.900 35.050

1 10.00 4.83% 35.125 35.050 35.125 35.275

1 + 4,15 m 14.15 5.06% 35.335 35.260 35.335 35.485

2 20.00 1.54% 35.425 35.350 35.425 35.575

3 30.00 1.00% 35.525 35.450 35.525 35.675

3 + 6,75 m 36.75 1.39% 35.619 35.544 35.619 35.769 22.60

4 40.00 6.34% 35.825 35.750 35.825 35.975

5 50.00 2.50% 36.075 36.000 36.075 36.225

6 60.00 2.50% 36.325 36.250 36.325 36.475

6 + 2,87 m 62.87 91.99% 38.965 38.890 38.965 39.115

ESTACA(EIXO)

CORDA(m)


COTAEXECUTIVA DE

EIXO (m)


COTA DA VAGA DEGARAGEM # $%&' m

COTA DA VAGADE GARAGEM #

$% m

ESTACA(EIXO)

CORDA(m)


COTAEXECUTIVA DEEIXO (m)



0 8.35 10 13.35 20 26.55 30 40 50 60 61.06

COTAS 5E EI$O R1A E7TRE A TORRE '( E ')

TERRAPLENAGEM INICIAL


40/51

R"a torre ', e torre '. R"a torrC# de Eixo C# L# E# # L# E# E$#C# %a# E$# C# de Eixo C# L# E#

0 33.31 33.150 33.3 0 33.31

10 33.695 33.535 33.685 10 33.695

20 34.080 33.920 34.07 20 34.080

30 34.465 34.305 34.455 30 34.465

40 34.850 34.690 34.84 40 34.850

50 35.235 35.075 35.225 50 35.235

60 35.620 35.460 35.61 60 35.620

63.73 36.022 35.862 36.012 63.73 36.022

0

1

2

3

3 + 4,72 m

48.42 4

4 + 8,42

5

6

6 + 3,73 m

ESTACA(EIXO)


41/51

', e torre '.C# L# E# E$# C# %a# E$#

33.150 33.3

33.535 33.685

33.920 34.07

34.305 34.455

34.690 34.84

35.075 35.225

35.460 35.61

35.862 36.012

R"a torre ', e torre '.

CORDA (m) !"

0.00 0.00% 33.150 33.075 33.150 33.300

6.26 33.391 33.316 33.391

10.00 !RE"# 33.535 33.460 33.535 33.685

15.76 33.757 33.682 33.757

20.00 !RE"# 33.920 33.845 33.920 34.070

30.00 3.85% 34.305 34.230 34.305 34.455

34.72 34.487 34.412 34.487 34.637

40.00 !RE"# 34.690 34.615 34.690 34.840

48.42 35.014 34.939 35.014 35.164

50.00 3.85% 35.075 35.000 35.075 35.225

60.00 3.85% 35.460 35.385 35.460 35.610

63.73 10.78% 35.862 35.787 35.862 36.012

COTA DEBORDO

ESQUERD

O (m)

COTAEXECUTIVA DE EIXO

(m)

COTA DEBORDODIREITO

(m)

COTA DAVAGA DE

GARAGEM

R"a torre ') e torre '*C# de Eixo C# L# E# C# L# E# E$#C# %a# E$#

0 34 803 34 643 34 793


42/51

0 34.803 34.643 34.793

10 35.470 35.310 35.46

20 35.923 35.763 35.913

30 36.303 36.143 36.293

40 36.683 36.523 36.673

50 36.983 36.823 36.973

60 37.423 37.263 37.413

61.8 37.700 37.540 37.690

R"a torre ') e torre '

!"

0 0.00 0.00% 34.643 34.568

1 10.00 6.67% 35.310 35.235

2 20.00 4.53% 35.763 35.688

3 30.00 !RE"# 36.143 36.068

4 40.00 36.523 36.448

5 50.00 3.40% 36.823 36.748

5 + 3,20 53.20 36.964 36.889

6 60.00 !RE"# 37.263 37.188

6 + 1,80 61.80 15.39% 37.540 37.465

ESTACA

(EIXO)

CORDA

(m)

COTA DE BORDO

ESQUERDO (m)

COTAEXECUTIVA DE

EIXO (m)

R"a to


43/51

i

0 0 0 34.643 34.568

1 10 6.67% 35.310 35.235

1.5 15 0.91% 35.355 35.280

2 20 4.53% 35.763 35.688

2.5 25 0.76% 35.801 35.726

3 30 10.84% 36.343 36.268

3.5 35 2.76% 36.481 36.406

4 40 0.84% 36.523 36.448

4.5 45 3.60% 36.703 36.628

5 50 2.40% 36.823 36.748

5.32 53.2 4.40% 36.964 36.889

6 60 4.40% 37.263 37.188

6.18 61.8 0.15388889 37.540 37.465

R"a torre ') e torre '*C# de Eixo C# L# E# C# L# E# E$# C# %a# E$#

0 34.803 34.643 34.793

10 35.470 35.310 35.46

20 35.923 35.763 35.913), *,#.( *,#'( *,#,(30 36.303 36.143 36.293

*, *.#*+( *.#(( *.#**(40 36.683 36.523 36.673

ESTACA2EI$O4

COR5A24

COTA 5E 3OR5OES;1ER5O 24

COTAE$EC1TI


44/51

60 37.423 37.263 37.413

61.8 37.700 37.540 37.690

42 000


45/51

*

34.643 34.793

35.310 35.460

35.763 35.913

36.143 36.293

36.523 36.673

36.823 36.973

36.964 37.114

37.263 37.413

37.540 37.690

COTA DE BORDO

DIREITO (m)

COTA DAVAGA DE

GARAGEM

0 1 1.5 2 2.5 3 3.5 4 4.5 5 5.32 6 6.18

34.000

35.000

36.000

37.000

38.000

39.000

40.000

41.000

42.000

34.568 35.2

36.448 36.7

37.465

TERRAPLEN

ACA$ADO

re ') e torre '*


46/51

34.643 34.793

35.310 35.460

35.355 35.725

35.763 35.913

35.801 *.#(0( 37.500 37.230 1.329 1.05936.343 *.#0(* 37.500 37.280 0.787 0.56736.481 *.#,( 37.500 37.350 0.649 0.49936.523 *.#* 37.500 37.300 0.607 0.40736.703 *0#'0* 37.500 37.340 0.427 0.26736.823 36.973

36.964 37.114

37.263 37.413

37.540 37.690

COTA 5E3OR5O 5IREITO

24

COTA 5A


47/51


48/51

35 35.688 36.068

48 36.889 37.188

GEM


49/51


50/51

R"a torre '( e torre ')R"a torre '( e torre ')


51/51

R"a torre '( e torre ')

C# de Eixo C# L# E# C# L# E# E$# C# %a# E$#

!"

0 35.855 35.695 35.845 0 0.00 35.695 35.620 35.695 35.845

10 36.855 36.695 36.845 10 10.00 36.695 36.620 36.695 36.845

20 37.525 37.365 37.515 20 20.00 37.365 37.290 37.365 37.515

30 38.195 38.035 38.185 20 + 2,56 2.56 37.537 37.462 37.537 37.687

40 38.895 38.735 38.885 30 30.00 38.035 37.960 38.035 38.185

50 39.045 38.885 39.035 30 + 2,00 2.00 38.175 38.100 38.175 38.325

60 39.095 38.935 39.085 40 40.00 38.735 38.660 38.735 38.885

61.06 39.125 38.965 39.115 43.66 3.66 38.790 38.715 38.790 38.940

50 50.00 38.885 38.810 38.885 39.03560 60.00 38.935 38.860 38.935 39.085

61.06 1.06 38.965 38.890 38.965 39.115

43.659

ESTACA(EIXO)

CORDA(m)



COTA DEBORDO

DIREITO (m)

COTA DA VAGADE GARAGEM

Documents

Cotas Danilo