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Page 1: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O T A Q U I M E T R I C O POLIGONAL No.: 1

ESTADO : LARA 24 de enero de 2007

MUNICIPIO : IRIBARREN ORIGEN DE COORDENADAS = NOR 10000.000

LOCALIDAD : AVENIDA V TOLERANCIA = Angular = ° Longitudinal =

OBRA : LEVANTAMIENTO TERRENO CON TEOD Número de lados =

ANG VERTICAL Hs Hm Hi SEN DH DV COTA OJO COORDENADAS

° ' '' m m m m m m m m NORTE

V6 90 0 0 0.742 0.505 0.270 47.20 530.045

*V1 1.550 530.550 529.000 6,000.00

V2 90 0 0 2.340 2.035 1.741 0.000000 59.90 0.00 528.515 5,991.52

1 90 0 0 1.375 1.290 1.182 0.000000 19.30 0.00 529.260 6,017.13

2 90 0 0 1.452 1.378 1.288 0.000000 16.40 0.00 529.172 6,015.97

3 90 0 0 1.620 1.553 1.495 0.000000 12.50 0.00 528.997 6,008.40

4 90 0 0 1.686 1.569 1.462 0.000000 22.40 0.00 528.981 6,011.68

5 90 0 0 1.740 1.632 1.531 0.000000 20.90 0.00 528.918 5,997.07

6 90 0 0 1.632 1.527 1.425 0.000000 20.70 0.00 529.023 5,987.68

7 90 0 0 1.542 1.411 1.297 0.000000 24.50 0.00 529.139 5,983.88

8 90 0 0 1.321 1.259 1.192 0.000000 12.90 0.00 529.291 5,988.57

9 90 0 0 1.291 1.221 1.111 0.000000 18.00 0.00 529.329 5,982.01

10 90 0 0 1.159 1.045 0.915 0.000000 24.40 0.00 529.505 5,980.12

11 90 0 0 1.029 0.834 0.738 0.000000 29.10 0.00 529.716 5,983.29

12 90 0 0 1.078 0.962 0.852 0.000000 22.60 0.00 529.588 5,992.49

13 90 0 0 1.128 0.998 0.875 0.000000 25.30 0.00 529.552 5,997.94

14 90 0 0 0.971 0.762 0.551 0.000000 42.00 0.00 529.788 5,996.65

15 89 24 40 1.559 1.241 0.929 0.020555 62.99 0.65 529.956 6,003.12

16 89 25 30 1.591 1.242 0.902 0.020070 68.89 0.69 529.999 6,012.58

17 89 7 10 1.948 1.555 1.228 0.030732 71.97 1.11 530.101 6,029.46

V6 90 0 0 0.757 0.528 0.400 0.000000 35.70 0.00 530.022 6,041.48

Error de cierre altimétrico -0.023 m

EST-

PTO

ALTURA (a)

COTA TERRENO

Page 2: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O T A Q U I M E T R I C O POLIGONAL No.: 1

ESTADO : LARA 24 de enero de 2007

MUNICIPIO : IRIBARREN ORIGEN DE COORDENADAS = NOR 10000.000

LOCALIDAD : AVENIDA V TOLERANCIA = Angular = ° Longitudinal =

OBRA : LEVANTAMIENTO TERRENO CON TEOD Número de lados =

ANG VERTICAL Hs Hm Hi SEN DH DV COTA OJO COORDENADAS

° ' '' m m m m m m m m NORTE

EST-

PTO

ALTURA (a)

COTA TERRENO

V1 90 0 0 1.375 1.071 0.769 60.60 528.922

*V2 1.548 529.993 528.445 5,991.52

V3 90 0 0 1.715 1.525 528.468 6,027.50

18 90 0 0 1.370 1.251 1.137 0.000000 23.30 0.00 528.742 5,994.78

19 90 0 0 1.465 1.348 1.240 0.000000 22.50 0.00 528.645 6,002.49

20 90 0 0 1.375 1.190 1.015 0.000000 36.00 0.00 528.803 6,019.59

21 90 0 0 1.249 1.120 0.999 0.000000 25.00 0.00 528.873 6,014.60

22 90 0 0 1.481 1.400 1.322 0.000000 15.90 0.00 528.593 6,006.71

23 90 0 0 1.610 1.549 1.478 0.000000 13.20 0.00 528.444 6,001.51

24 90 0 0 2.002 1.908 1.818 0.000000 18.40 0.00 528.085 5,988.56

25 90 0 0 2.203 2.030 1.865 0.000000 33.80 0.00 527.963 5,979.92

26 90 0 0 0.000000 0.00 0.00

27 90 0 0 2.269 2.040 1.825 0.000000 44.40 0.00 527.953 5,969.49

28 90 0 0 2.105 1.880 1.655 0.000000 45.00 0.00 528.113 5,965.96

29 90 0 0 2.062 1.838 1.615 0.000000 44.70 0.00 528.155 5,963.13

30 90 0 0 1.980 1.818 1.658 0.000000 32.20 0.00 528.175 5,968.30

31 90 0 0 1.979 1.840 1.708 0.000000 27.10 0.00 528.153 5,968.33

32 89 24 40 1.665 1.498 1.307 0.020555 35.79 0.37 528.863 5,956.97

33 89 25 30 1.590 1.431 1.270 0.020070 31.99 0.32 528.883 5,959.53

34 89 7 10 1.575 1.500 1.428 0.030732 14.69 0.23 528.719 5,976.92

35 90 0 0 1.522 1.431 1.341 0.000000 18.10 0.00 528.562 5,973.77

V1 90 0 0 1.080 0.000000 60.50 0.00 528.913 6,000.00

Page 3: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O T A Q U I M E T R I C O POLIGONAL No.: 1

ESTADO : LARA 24 de enero de 2007

MUNICIPIO : IRIBARREN ORIGEN DE COORDENADAS = NOR 10000.000

LOCALIDAD : AVENIDA V TOLERANCIA = Angular = ° Longitudinal =

OBRA : LEVANTAMIENTO TERRENO CON TEOD Número de lados =

ANG VERTICAL Hs Hm Hi SEN DH DV COTA OJO COORDENADAS

° ' '' m m m m m m m m NORTE

EST-

PTO

ALTURA (a)

COTA TERRENO

Error de cierre altimétrico -0.009 m

V2 90 0 0 1.779 1.600 1.410 0.000000 36.90 0.00 528.375

*V3 1.550 529.975 528.425 6,027.50

V4 90 0 0 6,054.95

36 90 0 0 1.430 1.365 1.300 0.000000 13.00 0.00 528.610 6,015.05

37 90 0 0 1.250 1.129 0.000000 125.00 0.00 528.846 5,950.54

38 90 0 0 1.290 1.210 1.120 0.000000 17.00 0.00 528.765 6,023.89

39 90 0 0 1.275 1.135 0.990 0.000000 28.50 0.00 528.840 6,032.03

40 90 0 0 1.490 1.400 1.320 0.000000 17.00 0.00 528.575 6,034.68

41 90 0 0 1.545 1.495 1.440 0.000000 10.50 0.00 528.480 6,035.33

42 90 0 0 1.910 1.795 1.680 0.000000 23.00 0.00 528.180 6,048.94

43 90 0 0 2.400 2.292 2.189 0.000000 21.10 0.00 527.683 6,048.35

44 90 0 0 3.289 3.141 2.987 0.000000 30.20 0.00 526.834 6,040.86

45 90 0 0 2.568 2.462 2.383 0.000000 18.50 0.00 527.513 6,036.54

46 90 0 0 2.052 1.986 1.921 0.000000 13.10 0.00 527.989 6,025.71

47 90 0 0 2.148 2.009 1.873 0.000000 27.50 0.00 527.966 6,012.44

48 90 0 0 1.919 1.821 1.720 0.000000 19.90 0.00 528.154 6,011.29

49 90 0 0 2.151 1.975 1.782 0.020555 36.90 0.38 528.379 5,991.05

V2 90 0 0 5,991.52

Error de cierre altimétrico -0.183 m

V3 90 0 0 1.690 1.509 1.321 0.000000 36.90 0.00 528.593

*V4 1.520 530.102 528.582 6,054.95

Page 4: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O T A Q U I M E T R I C O POLIGONAL No.: 1

ESTADO : LARA 24 de enero de 2007

MUNICIPIO : IRIBARREN ORIGEN DE COORDENADAS = NOR 10000.000

LOCALIDAD : AVENIDA V TOLERANCIA = Angular = ° Longitudinal =

OBRA : LEVANTAMIENTO TERRENO CON TEOD Número de lados =

ANG VERTICAL Hs Hm Hi SEN DH DV COTA OJO COORDENADAS

° ' '' m m m m m m m m NORTE

EST-

PTO

ALTURA (a)

COTA TERRENO

V5 90 0 0 0.660 0.462 0.262 0.000000 39.80 0.00 529.640 6,056.8650 90 0 0 1.658 1.582 1.509 0.000000 14.90 0.00 528.520 6,043.7551 90 0 0 1.515 1.388 1.265 0.000000 25.00 0.00 528.714 6,031.4852 90 0 0 1.400 1.310 1.220 0.000000 18.00 0.00 528.792 6,037.4753 90 0 0 1.340 1.140 1.040 0.000000 30.00 0.00 528.962 6,031.8254 90 0 0 1.150 1.100 0.807 0.000000 34.30 0.00 529.002 6,038.4755 90 0 0 0.981 0.775 0.599 0.000000 38.20 0.00 529.327 6,047.7656 90 0 0 1.230 1.152 1.075 0.000000 15.50 0.00 528.950 6,055.7757 89 30 0 0.965 0.810 0.660 0.017452 30.50 0.27 529.558 6,070.4658 89 25 0 1.150 1.950 0.850 0.020361 29.99 0.31 528.457 6,077.8259 89 30 0 1.956 1.880 1.570 0.017452 38.59 0.34 528.559 6,092.6160 89 35 0 1.630 1.490 1.550 0.014544 8.00 0.06 528.670 6,062.9461 89 36 45 1.570 1.472 1.375 0.013526 19.50 0.13 528.762 6,073.9862 89 37 20 2.682 2.480 2.270 0.013187 41.20 0.27 527.894 6,091.4363 89 37 55 1.731 1.660 1.580 0.012847 15.10 0.10 528.539 6,063.3564 90 0 0 2.210 2.120 2.020 0.000000 19.00 0.00 527.982 6,058.4565 90 0 0 2.170 2.061 1.955 0.000000 21.50 0.00 528.041 6,049.03V3 90 0 0 1.510 0.000000 0.00 528.592 6,027.50

Error de cierre altimétrico -0.001 m

V4 90 0 0 2.820 2.603 2.422 0.000000 39.80 0.00 528.553*V5 1.562 531.156 529.594 6,056.86V6 90 0 0 1.239 1.078 0.418 0.000000 82.10 0.00 530.078 6,041.4966 90 0 0 2.407 1.969 1.883 0.000000 52.40 0.00 529.187 6,054.3467 90 0 0 1.887 1.803 1.742 0.000000 14.50 0.00 529.353 6,045.5468 90 0 0 1.938 1.801 1.689 0.000000 24.90 0.00 529.355 6,032.6169 90 0 0 1.517 1.507 1.430 0.000000 8.70 0.00 529.649 6,048.8670 90 0 0 1.320 1.178 1.040 0.000000 28.00 0.00 529.978 6,034.9371 90 0 0 1.285 1.125 0.933 0.000000 35.20 0.00 530.031 6,040.18

Page 5: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O T A Q U I M E T R I C O POLIGONAL No.: 1

ESTADO : LARA 24 de enero de 2007

MUNICIPIO : IRIBARREN ORIGEN DE COORDENADAS = NOR 10000.000

LOCALIDAD : AVENIDA V TOLERANCIA = Angular = ° Longitudinal =

OBRA : LEVANTAMIENTO TERRENO CON TEOD Número de lados =

ANG VERTICAL Hs Hm Hi SEN DH DV COTA OJO COORDENADAS

° ' '' m m m m m m m m NORTE

EST-

PTO

ALTURA (a)

COTA TERRENO

72 90 0 0 1.370 1.304 1.237 0.000000 13.30 0.00 529.852 6,050.5573 90 0 0 1.382 1.265 1.149 0.000000 23.30 0.00 529.891 6,051.8874 90 0 0 1.452 1.244 1.166 0.000000 28.60 0.00 529.912 6,063.82

Page 6: Calculo Taquimetrico DOC-06II 240107

24 de enero de 2007

COORDENADAS

ESTE

6,000.00

6,059.90

5,991.11

6,003.72

6,009.25

6,019.11

6,020.69

6,016.64

6,018.45

6,005.99

5,999.50

5,985.86

5,976.18

5,978.68

5,974.78

5,958.13

5,937.09

5,932.27

5,934.34

5,978.47

Page 7: Calculo Taquimetrico DOC-06II 240107

24 de enero de 2007

COORDENADAS

ESTE

6,059.90

6,070.73

6,036.83

6,040.26

6,037.37

6,050.30

6,064.58

6,068.53

6,078.06

6,091.65

6,098.45

6,096.94

6,094.43

6,082.21

6,073.94

6,069.25

6,059.47

6,058.20

6,056.35

6,000.00

Page 8: Calculo Taquimetrico DOC-06II 240107

24 de enero de 2007

COORDENADAS

ESTE

6,070.73

6,046.65

6,066.98

5,972.24

6,054.12

6,042.59

6,055.32

6,063.73

6,062.39

6,073.99

6,097.82

6,086.87

6,083.71

6,093.74

6,082.26

6,076.47

6,059.90

6,046.65

Page 9: Calculo Taquimetrico DOC-06II 240107

24 de enero de 2007

COORDENADAS

ESTE6,006.906,056.486,055.286,042.346,027.546,016.566,009.136,031.176,020.406,027.246,038.236,046.546,050.896,065.786,059.196,065.326,067.326,070.73

6,006.905,978.476,059.236,015.966,012.546,003.495,989.495,975.90

Page 10: Calculo Taquimetrico DOC-06II 240107

24 de enero de 2007

COORDENADAS

ESTE5,995.195,984.135,979.15

Page 11: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O DE C O O R D E N A D A S

24 de enero de 2007

ORIGEN DE COORDENADAS = NORTE: 10000.00

TOLERANCIA = Angular = ° Longitudinal =

Número de lados =

PTO AZIMUT DH ANG HORIZONTAL FUNCIO NATUR P R O Y E C C I O N E S COORDENADAS

° ' '' mts ° ' '' COS SEN NOR-SUR EST-OES NORTE ESTE

V6

152.000000 34 5

*V1 6,000.00 6,000.00

V2 98.061111 60.50 125 29 35 -0.140229 0.990119 -8.48 59.90 5,991.52 6,059.90

1 332.568056 19.30 0 0 0 0.887559 -0.460695 17.13 -8.89 6,017.13 5,991.11

2 13.118056 16.40 40 33 0 0.973904 0.226958 15.97 3.72 6,015.97 6,003.72

3 47.751389 12.50 75 11 0 0.672349 0.740234 8.40 9.25 6,008.40 6,009.25

4 58.568056 22.40 86 0 0 0.521485 0.853260 11.68 19.11 6,011.68 6,019.11

5 98.068056 20.90 125 30 0 -0.140349 0.990102 -2.93 20.69 5,997.07 6,020.69

6 126.518056 20.70 153 57 0 -0.595076 0.803669 -12.32 16.64 5,987.68 6,016.64

7 131.134722 24.50 158 34 0 -0.657832 0.753165 -16.12 18.45 5,983.88 6,018.45

8 152.351389 12.90 179 47 0 -0.885810 0.464048 -11.43 5.99 5,988.57 6,005.99

9 181.601389 18.00 209 2 0 -0.999609 -0.027946 -17.99 -0.50 5,982.01 5,999.50

10 215.418056 24.40 242 51 0 -0.814945 -0.579538 -19.89 -14.14 5,980.12 5,985.86

11 234.951389 29.10 262 23 0 -0.574271 -0.818665 -16.71 -23.82 5,983.29 5,976.18

12 250.601389 22.60 278 2 0 -0.332138 -0.943231 -7.51 -21.32 5,992.49 5,978.68

13 265.334722 25.30 292 46 0 -0.081335 -0.996687 -2.06 -25.22 5,997.94 5,974.78

14 265.418056 42.00 292 51 0 -0.079885 -0.996804 -3.36 -41.87 5,996.65 5,958.13

15 272.834722 62.99 300 16 0 0.049455 -0.998776 3.12 -62.91 6,003.12 5,937.09

16 280.518056 68.89 307 57 0 0.182545 -0.983197 12.58 -67.73 6,012.58 5,932.27

17 294.168056 71.97 321 36 0 0.409414 -0.912349 29.46 -65.66 6,029.46 5,934.34

V6 332.568056 46.74 0 0 0 0.887559 -0.460695 41.48 -21.53 6,041.48 5,978.47

0.00

Page 12: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O DE C O O R D E N A D A S

24 de enero de 2007

ORIGEN DE COORDENADAS = NORTE: 10000.00

TOLERANCIA = Angular = ° Longitudinal =

Número de lados =

PTO AZIMUT DH ANG HORIZONTAL FUNCIO NATUR P R O Y E C C I O N E S COORDENADAS

° ' '' mts ° ' '' COS SEN NOR-SUR EST-OES NORTE ESTE

0.00

0.00

V1 60.60

98.000000 3 40

*V2 5,991.52 6,059.90

V3 16.745556 37.58 98 41 4 0.957594 0.288122 35.99 10.83 6,027.50 6,070.73

18 278.061111 23.30 0 0 0.140229 -0.990119 3.27 -23.07 5,994.78 6,036.83

19 299.194444 22.50 21 8 0.487775 -0.872969 10.98 -19.64 6,002.49 6,040.26

20 321.244444 36.00 43 11 0.779824 -0.625999 28.07 -22.54 6,019.59 6,037.37

21 337.411111 25.00 59 21 0.923285 -0.384116 23.08 -9.60 6,014.60 6,050.30

22 17.094444 15.90 99 2 0.955822 0.293948 15.20 4.67 6,006.71 6,064.58

23 40.811111 13.20 122 45 0.756868 0.653567 9.99 8.63 6,001.51 6,068.53

24 99.244444 18.40 181 11 -0.160647 0.987012 -2.96 18.16 5,988.56 6,078.06

25 110.061111 33.80 192 0 -0.343022 0.939327 -11.59 31.75 5,979.92 6,091.65

26 278.061111 0.00 0.140229 -0.990119 0.00 0.00 5,991.52 6,059.90

27 119.744444 44.40 201 41 -0.496132 0.868247 -22.03 38.55 5,969.49 6,098.45

28 124.611111 45.00 206 33 -0.568003 0.823026 -25.56 37.04 5,965.96 6,096.94

29 129.427778 44.70 211 22 -0.635105 0.772426 -28.39 34.53 5,963.13 6,094.43

30 136.144444 32.20 218 5 -0.721089 0.692843 -23.22 22.31 5,968.30 6,082.21

31 148.811111 27.10 230 45 -0.855465 0.517861 -23.18 14.03 5,968.33 6,073.94

32 164.861111 35.79 246 48 -0.965296 0.261160 -34.55 9.35 5,956.97 6,069.25

33 180.777778 31.99 262 43 -0.999908 -0.013574 -31.99 -0.43 5,959.53 6,059.47

34 186.644444 14.69 268 35 -0.993283 -0.115708 -14.59 -1.70 5,976.92 6,058.20

35 191.327778 18.10 273 16 -0.980520 -0.196422 -17.75 -3.56 5,973.77 6,056.35

Page 13: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O DE C O O R D E N A D A S

24 de enero de 2007

ORIGEN DE COORDENADAS = NORTE: 10000.00

TOLERANCIA = Angular = ° Longitudinal =

Número de lados =

PTO AZIMUT DH ANG HORIZONTAL FUNCIO NATUR P R O Y E C C I O N E S COORDENADAS

° ' '' mts ° ' '' COS SEN NOR-SUR EST-OES NORTE ESTE

V1 278.061111 60.50 0 0 0 0.140229 -0.990119 8.48 -59.90 6,000.00 6,000.00

V2

16.000000 44 44

*V3 196.745556 6,027.50 6,070.73

V4 318.733333 36.51 121 59 16 0.751648 -0.659564 27.44 -24.08 6,054.95 6,046.65

36 196.745556 13.00 0 0 -0.957594 -0.288122 -12.45 -3.75 6,015.05 6,066.98

37 231.995556 125.00 35 15 -0.615723 -0.787963 -76.97 -98.50 5,950.54 5,972.24

38 257.745556 17.00 61 0 -0.212253 -0.977215 -3.61 -16.61 6,023.89 6,054.12

39 279.145556 28.50 82 24 0.158943 -0.987288 4.53 -28.14 6,032.03 6,042.59

40 294.995556 17.00 98 15 0.422548 -0.906341 7.18 -15.41 6,034.68 6,055.32

41 318.195556 10.50 121 27 0.745424 -0.666590 7.83 -7.00 6,035.33 6,063.73

42 338.745556 23.00 142 0 0.931980 -0.362510 21.44 -8.34 6,048.94 6,062.39

43 8.878889 21.10 172 8 0.988017 0.154346 20.85 3.26 6,048.35 6,073.99

44 63.745556 30.20 226 60 0.442358 0.896838 13.36 27.09 6,040.86 6,097.82

45 60.745556 18.50 224 0 0.488689 0.872458 9.04 16.14 6,036.54 6,086.8746 97.878889 13.10 261 8 -0.137080 0.990560 -1.80 12.98 6,025.71 6,083.7147 123.212222 27.50 286 28 -0.547742 0.836647 -15.06 23.01 6,012.44 6,093.74

48 144.578889 19.90 307 50 -0.814914 0.579581 -16.22 11.53 6,011.29 6,082.2649 171.045556 36.90 334 18 -0.987812 0.155649 -36.45 5.74 5,991.05 6,076.47V2 196.745556 37.58 0 0 0 -0.957594 -0.288122 -35.99 -10.83 5,991.52 6,059.90

Page 14: Calculo Taquimetrico DOC-06II 240107

C Á L C U L O DE C O O R D E N A D A S

24 de enero de 2007

ORIGEN DE COORDENADAS = NORTE: 10000.00

TOLERANCIA = Angular = ° Longitudinal =

Número de lados =

PTO AZIMUT DH ANG HORIZONTAL FUNCIO NATUR P R O Y E C C I O N E S COORDENADAS

° ' '' mts ° ' '' COS SEN NOR-SUR EST-OES NORTE ESTE

V3318.000000 44 0

*V4 0.00 6,054.95 6,046.65

V5 272.761111 39.80 134 1 40 0.048172 -0.998839 1.92 -39.75 6,056.86 6,006.9050 138.733333 14.90 0 0 -0.751648 0.659564 -11.20 9.83 6,043.75 6,056.4851 159.800000 25.00 21 4 -0.938493 0.345298 -23.46 8.63 6,031.48 6,055.28

Page 15: Calculo Taquimetrico DOC-06II 240107

OBRA: LEVANTAMIENTO TERRENO POR TAQUIMETRÍAMUNICIPIO IRIBARREN ESTADO LARA

LOCALIDAD: AVENIDA VENEZUELA, ENTRE AV. BRACAMONTE Y AV. MORÁN

EST-PTO

COORDENADAS OBSERVACIONES

m NORTE ESTE*V1 529.000 6,000.00 6,000.00 Vértice

1 529.260 6,017.13 5,991.11 Terreno2 529.172 6,015.97 6,003.72 Terreno3 528.997 6,008.40 6,009.25 Terreno4 528.981 6,011.68 6,019.11 Terreno5 528.918 5,997.07 6,020.69 Terreno6 529.023 5,987.68 6,016.64 Poste conducción7 529.139 5,983.88 6,018.45 Poste alumbrado8 529.291 5,988.57 6,005.99 Acera9 529.329 5,982.01 5,999.50 Acera10 529.505 5,980.12 5,985.86 Isla Avenida11 529.716 5,983.29 5,976.18 Acera12 529.588 5,992.49 5,978.68 Poste conducción13 529.552 5,997.94 5,974.78 Poste alumbrado14 529.788 5,996.65 5,958.13 Acera15 529.956 6,003.12 5,937.09 Acera16 529.999 6,012.58 5,932.27 Acera17 530.101 6,029.46 5,934.34 Acera

*V2 528.445 5,991.52 6,059.90 Vértice18 528.742 5,994.78 6,036.83 Terreno19 528.645 6,002.49 6,040.26 Terreno20 528.803 6,019.59 6,037.37 Terreno21 528.873 6,014.60 6,050.30 Terreno22 528.593 6,006.71 6,064.58 Terreno23 528.444 6,001.51 6,068.53 Arbol24 528.085 5,988.56 6,078.06 Terreno25 527.963 5,979.92 6,091.65 Terreno27 527.953 5,969.49 6,098.45 Arbol28 528.113 5,965.96 6,096.94 Poste conducción29 528.155 5,963.13 6,094.43 Poste alumbrado30 528.175 5,968.30 6,082.21 Acera31 528.153 5,968.33 6,073.94 Acera32 528.863 5,956.97 6,069.25 Arbol33 528.883 5,959.53 6,059.47 Arbol34 528.719 5,976.92 6,058.20 Poste conducción35 528.562 5,973.77 6,056.35 Poste alumbrado

*V3 528.425 6,027.50 6,070.73 Vértice36 528.610 6,015.05 6,066.98 Terreno37 528.846 5,950.54 5,972.24 Terreno38 528.765 6,023.89 6,054.12 Terreno39 528.840 6,032.03 6,042.59 Terreno40 528.575 6,034.68 6,055.32 Terreno41 528.480 6,035.33 6,063.73 Terreno42 528.180 6,048.94 6,062.39 Terreno43 527.683 6,048.35 6,073.99 Terreno44 526.834 6,040.86 6,097.82 Terreno45 527.513 6,036.54 6,086.87 Terreno46 527.989 6,025.71 6,083.71 Terreno

COTA TERRENO

Page 16: Calculo Taquimetrico DOC-06II 240107

OBRA: LEVANTAMIENTO TERRENO POR TAQUIMETRÍAMUNICIPIO IRIBARREN ESTADO LARA

LOCALIDAD: AVENIDA VENEZUELA, ENTRE AV. BRACAMONTE Y AV. MORÁN

EST-PTO

COORDENADAS OBSERVACIONES

m NORTE ESTE

COTA TERRENO

47 527.966 6,012.44 6,093.74 Terreno48 528.154 6,011.29 6,082.26 Terreno49 528.379 5,991.05 6,076.47 Terreno

*V4 528.582 6,054.95 6,046.65 Vértice50 528.520 6,043.75 6,056.48 Terreno51 528.714 6,031.48 6,055.28 Terreno52 528.792 6,037.47 6,042.34 Terreno53 528.962 6,031.82 6,027.54 Terreno54 529.002 6,038.47 6,016.56 Terreno55 529.327 6,047.76 6,009.13 Terreno56 528.950 6,055.77 6,031.17 Terreno57 529.558 6,070.46 6,020.40 Terreno58 528.457 6,077.82 6,027.24 Arbol59 528.559 6,092.61 6,038.23 Pared60 528.670 6,062.94 6,046.54 Arbol61 528.762 6,073.98 6,050.89 Terreno62 527.894 6,091.43 6,065.78 Pared63 528.539 6,063.35 6,059.19 Terreno64 527.982 6,058.45 6,065.32 Arbol65 528.041 6,049.03 6,067.32 Terreno

*V5 529.594 6,056.86 6,006.90 Vértice66 529.187 6,054.34 6,059.23 Terreno67 529.353 6,045.54 6,015.96 Terreno68 529.355 6,032.61 6,012.54 Terreno69 529.649 6,048.86 6,003.49 Terreno70 529.978 6,034.93 5,989.49 Terreno71 530.031 6,040.18 5,975.90 Terreno72 529.852 6,050.55 5,995.19 Terreno73 529.891 6,051.88 5,984.13 Terreno74 529.912 6,063.82 5,979.15 Terreno75 529.746 6,076.09 5,992.21 Terreno76 528.526 6,103.58 5,992.46 Pared77 529.576 6,063.42 6,007.63 Matas blancas78 529.567 6,079.80 6,019.14 Arbol79 529.493 6,067.29 6,025.47 Arbusto

*V6 530.041 6,041.49 5,978.47 Vértice80 529.881 6,053.95 6,001.51 Terreno81 529.545 6,041.96 6,008.86 Terreno82 529.453 6,027.72 5,999.81 Terreno83 529.741 6,030.42 5,990.16 Terreno84 529.987 6,028.80 5,985.06 Terreno85 530.034 6,022.10 5,975.61 Terreno86 530.204 6,029.95 5,965.04 Terreno87 530.379 6,041.03 5,958.17 Terreno88 530.219 6,049.14 5,969.74 Terreno89 530.035 6,052.74 5,977.41 Terreno90 529.889 6,057.83 5,988.92 Terreno

*AUXV6 530.051 6,061.24 5,967.36 Vértice

Page 17: Calculo Taquimetrico DOC-06II 240107

OBRA: LEVANTAMIENTO TERRENO POR TAQUIMETRÍAMUNICIPIO IRIBARREN ESTADO LARA

LOCALIDAD: AVENIDA VENEZUELA, ENTRE AV. BRACAMONTE Y AV. MORÁN

EST-PTO

COORDENADAS OBSERVACIONES

m NORTE ESTE

COTA TERRENO

91 530.146 6,068.91 5,963.05 Terreno92 530.262 6,076.57 5,968.88 Terreno93 530.669 6,072.18 5,989.29 Terreno94 529.909 6,065.01 5,996.12 Terreno95 530.309 6,051.09 5,989.66 Terreno96 528.856 6,023.83 6,002.75 Acera97 530.399 6,013.46 5,987.88 Pared98 528.766 6,014.10 5,981.78 Terreno99 530.026 6,060.13 5,999.84 Terreno100 530.146 6,033.89 5,947.85 Arbol101 529.911 6,041.97 5,948.46 Terreno102 529.639 6,052.39 5,943.77 Terreno103 529.871 6,066.51 5,944.97 Terreno104 529.926 6,075.29 5,945.24 Terreno