coordenadas San Jose puno

7/21/2019 coordenadas San Jose puno

1/35

Pgina 1

CALCULO DE COORDENADAS

PROYECTO : MET

UBICACIN : ELA

GESTION : FEC

NroVERT.

ANG. H. Ang.H ErrorH Corre (AZ DIST.

CALCULO DE COORD. PARCI

V G M S !e"#$. AH N S E %&''

0 0-1 294 30 46 294.513 294.513 294.513 37.20 15.43 0.00 0.00 3

1 1-2 76 41 10 76.686 0.060 76.746 191.259 175.88 0.00 172.50 0.00 3

2 2-3 164 12 40 164.211 0.129 164.340 175.599 62.21 0.00 62.03 4.77

3 3-4 211 14 20 211.239 0.166 211.405 207.004 149.53 0.00 133.23 0.00 6

4 4-5 226 4 0 226.067 0.177 226.244 253.248 103.32 0.00 29.78 0.00 9

5 5-6 126 53 0 126.883 0.100 126.983 200.231 146.19 0.00 137.17 0.00 5

6 6-7 177 2 10 177.036 0.139 177.175 197.406 284.65 0.00 271.62 0.00 8

7 7-8 198 31 0 198.517 0.156 198.672 216.078 101.07 0.00 81.69 0.00 5

8 8-9 133 42 25 133.707 0.105 133.812 169.890 286.56 0.00 282.11 50.30

9 9-10 185 33 40 185.561 0.146 185.707 175.596 153.83 0.00 153.38 11.81

10 10-11 204 13 2 0 204.222 0.160 204.382 199.979 82.60 0.00 77.63 0.00 211 11-12 143 36 20 143.606 0.113 143.718 163.697 121.40 0.00 116.52 34.08

12 12-13 201 57 0 201.950 0.158 202.108 185.806 155.83 0.00 155.03 0.00 1

13 13-14 149 45 2 0 149.756 0.117 149.873 155.679 268.60 0.00 244.76 110.62

14 14-15 184 19 4 0 184.328 0.145 184.472 160.151 290.97 0.00 273.68 98.80

15 15-16 189 56 2 0 189.939 0.149 190.088 170.239 169.74 0.00 167.28 28.78

16 16-17 166 12 4 0 166.211 0.130 166.342 156.580 133.08 0.00 122.12 52.89

17 17-18 248 24 4 0 248.411 0.195 248.606 225.186 236.38 0.00 166.60 0.00 16

18 18-19 154 14 3 0 154.242 0.121 154.363 199.549 229.53 0.00 216.30 0.00 7

19 19-20 150 27 4 0 150.461 0.118 150.579 170.128 110.56 0.00 108.92 18.95

20 20-21 207 16 3 0 207.275 0.163 207.438 197.566 193.83 0.00 184.79 0.00 5

21 21-22 101 20 0 101.333 0.079 101.413 118.979 87.58 0.00 42.43 76.61

22 22-23 225 0 0 225.000 0.177 225.177 164.155 129.69 0.00 124.76 35.41

23 23-24 205 52 4 0 205.878 0.162 206.039 190.194 103.34 0.00 101.71 0.00 1

24 24-25 175 48 2 5 175.807 0.138 175.945 186.139 102.85 0.00 102.26 0.00

25 25-26 171 28 4 0 171.478 0.135 171.612 177.752 157.52 0.00 157.40 6.18

26 26-27 195 27 4 0 195.461 0.153 195.614 193.366 54.62 0.00 53.14 0.00 1


2/35

Pgina 2


PROYECTO : METODO

UBICACIN : ELABOR

GESTION : FECHA

NroVERT.

ANG. H. Ang.H ErrorH Corre (AZ DIST.

CALCULO DE COORD. PARCIAL C

V G M S !e"#$. AH N S E %27 27-28 199 59 20 199.989 0.157 200.146 213.512 104.78 0.00 87.36 0.00 57.85

28 28-29 178 11 2 0 178.189 0.140 178.329 211.841 157.10 0.00 133.46 0.00 82.88

29 29-30 146 53 25 146.890 0.115 147.006 178.846 231.53 0.00 231.48 4.66 0.00

30 30-31 180 31 0 180.517 0.142 180.658 179.504 1273.19 0.00 1273.14 11.01 0.00

31 31-32 162 35 40 162.594 0.128 162.722 162.226 124.93 0.00 118.97 38.14 0.00

32 32-33 220 15 20 220.256 0.173 220.428 202.655 457.09 0.00 421.82 0.00 176.06

33 33-34 175 11 0 175.183 0.137 175.321 197.976 28.82 0.00 27.41 0.00 8.89

34 34-35 186 53 40 186.894 0.147 187.041 205.017 79.18 0.00 71.75 0.00 33.48

35 35-36 191 16 0 191.267 0.150 191.417 216.433 55.06 0.00 44.30 0.00 32.70

NM-36 216 26 0 216.433 216.433

Sumatoria 6511.556 4.878 6516.43 216.433 6640.24

n*180 6300 6217.0 6300.0

Dif. 211.556 4.878 216.433


3/35

Pgina 3


PROYECTO : METODO : POLI

UBICACIN : ELABORRADO POR : BR. ING

GESTION : FECHA :

NroVERT.

ANG. H. Ang.H ErrorH Correg (AZ DIST.

CALCULO DE COORD. PARCIAL COORDENADAS TOTALES

V G M S !e"#$. AH N S E % NORTE ESTE


4/35

Pgina 4




GESTION : FECHA :

NroVERT.





5/35

Pgina 5




GESTION : FECHA :

NroVERT.





6/35

Pgina 6




GESTION : FECHA :

NroVERT.





7/35

Pgina 7




GESTION : FECHA :

NroVERT.





8/35

Pgina 8




GESTION : FECHA :

NroVERT.





9/35

CALCULO RELLENO

PROYECTO : AMPLIACION DE CARRETERA METODO

UBICACIN : SAN OSE ELABORADO

GESTION : MUNICIPALIDAD DE SAN OSE FECHA

-P/n.

DI ANG. H. Ang.H ANG. V Ang.V(AZ DH DE

CORD PARC. COORDENAV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NOR

PI , +12.3&+4 3379125.00 '5&PI 0-1 294.513 3379158.85 37

1-0 34.00 0 0 0 0.000 90 34 0 90.567 294.513 34.00 -0.34 14.11 -30.93 3379172.95 37

34.00 4 33 0 4.550 90 34 2 0 90.572 119.063 34.00 -0.34 -16.51 29.72 3379142.33 37

33.00 7 47 0 7.783 92 57 1 0 92.953 122.296 32.91 -1.70 -17.58 27.82 3379141.26 37

43.00 28 55 0 28.917 93 1 0 93.017 143.429 42.88 -2.26 -34.44 25.55 3379124.41 37

34.00 355 3 0 355.050 90 36 4 0 90.611 109.563 34.00 -0.36 -11.38 32.03 3379147.46 37

34.00 350 52 0 350.867 92 37 4 0 92.628 105.379 33.93 -1.56 -9.00 32.71 3379149.85 37

40.00 325 15 0 325.250 91 8 0 91.133 79.763 39.98 -0.79 7.11 39.35 3379165.95 37

24.00 280 12 0 280.200 89 12 3 0 8 9.208 34.713 24.00 0.33 19.72 13.66 3379178.57 37

23.00 47 15 0 47.250 94 32 2 0 94.539 161.763 22.86 -1.81 -21.71 7.15 3379137.14 37

16.00 136 53 0 136.883 90 17 0 90.283 251.396 16.00 -0.08 -5.10 -15.16 3379153.74 37

PI 1-2 191.259 3379193.19 37

PI 2-3 175.599 3379197.96 37

3-2 0 0 0 0.000

3-4 150.00 211 14 20 211.405 91 46 4 0 91.778 207.004 149.86 -4.65 -68.04 -133.52 3379129.92 37

18.00 217 7 0 217.117 91 17 3 0 91.292 212.716 17.99 -0.41 -9.72 -15.14 3379188.24 37

18.00 222 0 0 222.000 89 1 40 89.028 217.599 17.99 0.31 -10.98 -14.26 3379186.98 37

15.00 256 10 0 256.167 81 3 0 81.050 251.766 14.64 2.31 -13.90 -4.58 3379184.06 37

20.00 197 0 0 197.000 90 26 0 90.433 192.599 20.00 -0.15 -4.36 -19.52 3379193.60 37

21.00 90 46 0 90.767 96 51 0 96.850 86.366 20.70 -2.49 20.66 1.31 3379218.62 37

32.00 160 5 0 160.083 92 22 0 92.367 155.682 31.95 -1.32 13.15 -29.11 3379211.12 37

25.00 354 44 0 354.733 89 83 2 0 90.389 350.332 25.00 -0.17 -4.20 24.64 3379193.76 37

25.00 352 22 0 352.367 88 2 0 88.033 347.966 24.97 0.86 -5.21 24.42 3379192.75 37

32.00 323 29 0 323.483 82 21 0 82.350 319.082 31.43 4.22 -20.59 23.75 3379177.37 37

25.00 5 10 0 5.167 89 36 0 89.600 0.766 25.00 0.17 0.33 25.00 3379198.29 37

30.00 32 8 0 32.133 91 21 4 0 91.361 27.732 29.98 -0.71 13.95 26.54 3379211.91 37

65.00 359 0 0 359.000 89 42 1 0 89.703 354.599 65.00 0.34 -6.12 64.71 3379191.84 37

68.00 344 50 0 344.833 88 15 0 88.250 340.432 67.94 2.08 -22.75 64.01 3379175.21 37

64.00 2 0 0 2.000 89 47 4 0 89.794 357.599 64.00 0.23 -2.68 63.94 3379195.28 37


10/35

CALCULO RELLENO

PROYECTO : AMPLIACION DE CARRETERA METODO



-.P/n.


CORD PARC. COORDENAV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NO

66.00 15 35 0 15.583 90 13 3 0 90.225 11.182 66.00 -0.26 12.80 64.75 3379210.76 37

140.00 8 36 0 8.600 89 47 4 0 89.794 4.199 140.00 0.50 10.25 139.62 3379208.21 37

143.00 1 22 0 1.367 89 29 0 89.483 356.966 142.99 1.29 -7.57 142.79 3379190.39 37

140.00 10 42 0 10.700 89 51 2 0 89.856 6.299 140.00 0.35 15.36 139.15 3379213.32 37

202.00 10 38 30 10.642 89 26 3 0 89.442 6.241 201.98 1.97 21.96 200.78 3379219.92 37

202.00 15 37 0 15.617 89 33 3 0 89.558 11.216 201.99 1.56 39.29 198.13 3379237.25 37

205.00 105 28 0 105.467 89 4 20 89.072 101.066 204.95 3.32 201.14 -39.34 3379399.10 37

PI 3-4 207.004 3379265.85 37

4-3 150.00 0 0 0 0.000 88 20 0 88.333 207.004 149.87 4.36 -68.05 -133.53 3379197.80 37

92.00 0 0 0 0.000 88 7 30 8 8.125 27.004 91.90 3.01 41.73 81.88 3379307.58 37

99.00 12 45 0 12.750 88 23 4 0 8 8.394 39.754 98.92 2.77 63.26 76.05 3379329.11 37

94.00 153 54 0 153.900 88 22 0 88.367 180.904 93.92 2.68 -1.48 -93.91 3379264.37 37

94.00 153 13 0 153.217 89 22 0 89.367 180.220 93.99 1.04 -0.36 -93.99 3379265.49 37

92.00 350 27 0 350.450 89 25 2 0 8 9.422 17.454 91.99 0.93 27.59 87.76 3379293.45 37

83.00 356 28 0 356.467 90 31 0 90.517 23.470 82.99 -0.75 33.05 76.13 3379298.91 37

84.00 0 0 0 0.000 90 29 5 0 90.497 27.004 83.99 -0.73 38.14 74.84 3379303.99 37

93.00 13 49 0 13.817 90 33 0 90.550 40.820 92.99 -0.89 60.79 70.37 3379326.64 37

53.00 0 0 0 0.000 90 59 0 90.983 27.004 52.98 -0.91 24.06 47.21 3379289.91 37

55.00 349 29 0 349.483 90 52 3 0 90.875 16.487 54.99 -0.84 15.61 52.73 3379281.46 37

54.00 23 2 0 23.033 91 15 4 0 91.261 50.037 53.97 -1.19 41.37 34.67 3379307.22 37

38 15.50 339 51 0 339.850 89 47 4 0 89.794 6.854 15.50 0.06 1.85 15.39 3379267.70 37

23.00 323 57 0 323.950 89 58 5 0 89.981 350.954 23.00 0.01 -3.62 22.71 3379262.24 37

28.00 320 9 0 320.150 91 46 4 0 91.778 347.154 27.97 -0.87 -6.22 27.27 3379259.63 37

12.00 45 50 0 45.833 92 24 2 0 92.406 72.837 11.98 -0.50 11.45 3.53 3379277.30 37

40 15.00 260 20 0 260.333 87 58 4 0 87.978 287.337 14.98 0.53 -14.30 4.46 3379251.55 37

22.00 274 44 0 274.733 89 20 0 89.333 301.737 22.00 0.26 -18.71 11.57 3379247.15 37

24.00 276 0 0 276.000 92 14 2 0 92.239 303.004 23.96 -0.94 -20.10 13.05 3379245.76 37

14.00 177 34 0 177.567 89 23 0 89.383 204.570 14.00 0.15 -5.82 -12.73 3379260.03 37

PI 4-5 28.00 327 3 2 327.051 82 17 2 4 82.290 81.563 27.50 3.72 27.20 4.03 3379364.79 37

5-6 148.00 0 0 0 0.000 90 31 0 90.517 114.513 147.99 -1.33 134.65 -61.40


11/35

CALCULO RELLENO

PROYECTO : AMPLIACION DE CARRETERA METODO :

UBICACIN : SAN OSE ELABORADO P


-P/n.


CORD PARC. COORDENADAV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORT

60 104.00 0 0 0 0.000 90 21 4 0 90.361 114.513 104.00 -0.66 94.62 -43.15

105.00 352 20 0 352.333 90 43 0 90.717 106.846 104.98 -1.31 100.48 -30.42

108.00 12 0 0 12.000 89 59 2 5 89.990 126.513 108.00 0.02 86.80 -64.26

23.00 313 11 0 313.183 91 14 0 91.233 67.696 22.99 -0.49 21.27 8.72

20.00 116 18 0 116.300 88 5 0 88.083 230.813 19.98 0.67 -15.48 -12.62

44 57.50 233 29 0 233.483 90 18 4 0 90.311 347.996 57.50 -0.31 -11.96 56.24

62.00 248 31 0 248.517 90 46 2 0 90.772 3.029 61.99 -0.84 3.28 61.90

60.00 216 22 0 216.367 90 0 40 90.011 330.879 60.00 -0.01 -29.20 52.42

i-4 110.00 233 7 0 233.117 91 44 4 0 91.744 347.629 109.90 -3.35 -23.54 107.35

PI 5-6 39.00 305 17 36 305.293 84 51 0 84.850 59.806 38.69 3.49 33.44 19.46 3379415.34 3722

PI 6-7 28.00 83 16 42 83.278 84 4 54 84.082 197.791 27.70 2.87 -8.46 -26.38 3379500.49 3724

PI 7-8 21.00 112 0 26 112.007 86 55 6 86.918 226.520 20.94 1.13 -15.19 -14.41 3379560.01 37258-9 289.00 0 0 0 0.000 90 36 40 90.611 114.513

30 272.00 0 0 0 0.000 90 39 2 0 90.656 114.513

272.00 358 4 0 358.067 90 48 2 0 90.806 112.579

271.00 3 29 0 3.483 90 34 0 90.567 117.996

20 172.00 0 0 0 0.000 90 42 1 0 90.703 114.513

173.00 355 2 0 355.033 90 46 5 0 90.781 109.546

174.00 6 32 0 6.533 90 29 3 0 90.492 121.046

10 71.50 0 0 0 0.000 90 22 0 90.367 114.513

73.00 349 27 0 349.450 91 11 20 91.189 103.963

72.00 352 40 0 352.667 90 38 4 0 90.644 107.179

70.00 13 42 0 13.700 90 3 0 90.050 128.213

96 70.00 226 18 0 226.300 89 22 2 0 89.372 340.813

74.00 240 53 0 240.883 89 23 4 0 89.394 355.396

72.00 213 0 0 213.000 89 26 4 0 89.444 327.513!m-1"00 8.00 69 53 0 69.883 88 31 2 0 88.522 184.396

i-7 101.50 226 17 40 226.294 89 22 5 0 89.381 340.807

17.00 288 45 0 288.750 92 52 0 92.867 43.263

90 129.00 222 21 0 222.350 89 15 4 0 89.261 336.863


12/35

CALCULO RELLENO




-.P/n.


CORD PARC. COORDENADV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NOR

126.00 213 0 0 213.000 89 21 2 0 89.356 327.513

138.00 231 39 0 231.650 89 40 2 0 89.672 346.163

80 227.00 215 55 0 215.917 89 12 0 89.200 330.429

228.00 220 35 0 220.583 89 14 2 0 89.239 335.096

225.00 211 49 0 211.817 89 12 4 0 89.211 326.329

70 305.00 213 50 0 213.833 89 10 2 0 89.172 328.346

310.00 217 25 0 217.417 89 13 3 0 89.225 331.929

304.00 209 3 0 209.050 89 8 40 89.144 323.563

66 364.00 212 52 0 212.867 89 0 10 89.003 327.379

364.00 214 0 0 214.000 89 5 20 89.089 328.513

360.00 214 33 0 214.550 89 18 0 89.300 329.063

328.00 214 34 0 214.567 89 8 40 89.144 329.079324.00 215 19 0 215.317 89 32 0 89.533 329.829

340.00 209 30 0 209.500 88 53 4 0 88.894 324.013

PI 8-9 20.00 153 10 42 153.178 98 48 6 98.802 267.691 19.53 -3.02 -19.52 -0.79 3379610.31 372

PI 9-10 27.00 207 42 6 207.702 99 40 5 4 99.682 322.214 26.24 -4.48 -16.08 20.73 3379622.12 373

PI 10-11 31.00 131 11 42 131.195 91 17 1 8 91.288 245.708 30.98 -0.70 -28.24 -12.75 3379650.35 373

PI 11-12 30.00 117 1 12 117.020 88 17 4 8 88.297 231.533 29.97 0.89 -23.47 -18.65 3379684.42 373

12-13 156.00 0 0 0 0.000 90 28 2 0 90.472 114.513 155.99 -1.29 141.93 -64.72

80 126.00 0 0 0 0.000 90 17 0 90.283 114.513 126.00 -0.62 114.64 -52.28

126.00 356 47 0 356.783 90 29 0 90.483 111.296 125.99 -1.06 117.39 -45.76

128.00 7 0 0 7.000 89 53 3 0 89.892 121.513 128.00 0.24 109.12 -66.90

74 66.00 0 0 0 0.000 91 11 20 91.189 114.513 65.97 -1.37 60.03 -27.37

69.00 248 41 0 248.683 91 37 1 0 91.619 3.196 68.94 -1.95 3.84 68.84

66.00 3 8 0 3.133 90 59 3 0 90.992 117.646 65.98 -1.14 58.45 -30.62

68.00 19 0 0 19.000 89 50 2 0 89.839 133.513 68.00 0.19 49.31 -46.82 68 6.00 3 35 0 3.583 90 9 0 90.150 118.096 6.00 -0.02 5.29 -2.83

6.50 323 31 0 323.517 92 29 4 0 92.494 78.029 6.49 -0.28 6.35 1.35

11.00 271 49 0 271.817 94 21 4 0 94.361 26.329 10.94 -0.83 4.85 9.80

7.50 27 6 0 27.100 88 20 0 88.333 141.613 7.49 0.22 4.65 -5.87


13/35

CALCULO RELLENOPROYECTO : AMPLIACION DE CARRETERA METODO :



-.P/n.



20.00 65 26 0 65.433 82 51 0 82.850 179.946 19.69 2.47 0.02 -19.69

64 34.50 158 55 0 158.917 90 56 5 0 90.947 273.429 34.49 -0.57 -34.43 2.06

35.00 153 0 0 153.000 89 38 0 89.633 267.513 35.00 0.22 -34.97 -1.52

40.00 135 53 0 135.883 883 14 40 883.244 250.396 3.32 -11.04 -3.13 -1.12

35.00 163 56 0 163.933 92 0 0 92.000 278.446 34.96 -1.22 -34.58 5.13

38.00 179 0 0 179.000 93 58 2 0 93.972 293.513 37.82 -2.63 -34.68 15.09

60 74.00 158 29 0 158.483 90 8 20 90.139 272.996 74.00 -0.18 -73.90 3.87

75.00 156 11 0 156.183 81 41 0 81.683 270.696 73.43 10.73 -73.43 0.89

75.00 148 10 0 148.167 86 41 0 86.683 262.679 74.75 4.33 -74.14 -9.52

74.00 161 31 0 161.517 90 34 0 90.567 276.029 73.99 -0.73 -73.58 7.77

73.00 164 50 0 164.833 91 16 0 91.267 279.346 72.96 -1.61 -72.00 11.85

56 114.00 159 48 0 159.800 90 5 10 90.086 274.313 114.00 -0.17 -113.68 8.57 114.00 175 30 0 175.500 89 48 2 0 89.806 290.013 114.00 0.39 -107.12 39.01

117.00 151 21 0 151.350 87 24 0 87.400 265.863 116.76 5.30 -116.45 -8.42

114.00 163 0 0 163.000 90 20 2 0 90.339 277.513 114.00 -0.67 -113.02 14.90

115.00 169 48 30 169.808 90 53 5 0 90.897 284.321 114.97 -1.80 -111.40 28.44

53 142.00 163 54 0 163.900 90 39 4 0 90.661 278.413 141.98 -1.64 -140.45 20.77

141.00 165 3 0 165.050 90 41 0 90.683 279.563 140.98 -1.68 -139.02 23.42

137.00 168 15 0 168.250 90 41 2 0 90.689 282.763 136.98 -1.65 -133.60 30.26

144.00 162 18 0 162.300 90 35 1 0 90.586 276.813 143.98 -1.47 -142.97 17.08

144.00 156 34 0 156.567 89 5 0 89.083 271.079 143.96 2.30 -143.94 2.71

i-11 124.00 152 2 0 152.033 89 49 2 0 89.822 266.546 124.00 0.38 -123.77 -7.47

48 188.00 171 19 0 171.317 90 22 0 90.367 285.829 187.99 -1.20 -180.86 51.28

186.00 172 16 0 172.267 90 24 2 0 90.406 286.779 185.99 -1.32 -178.07 53.69

184.00 175 6 0 175.100 90 28 0 90.467 289.613 183.99 -1.50 -173.31 61.76

190.00 170 15 0 170.250 90 20 3 0 90.342 284.763 189.99 -1.13 -183.72 48.41

190.00 166 17 0 166.283 90 8 40 90.144 280.796 190.00 -0.48 -186.64 35.59

42 247.00 172 3 0 172.050 90 2 0 90.033 286.563 247.00 -0.14 -236.75 70.41

244.00 167 46 0 167.767 89 48 5 0 89.814 282.279 244.00 0.79 -238.42 51.89

248.00 176 16 0 176.267 90 11 20 90.189 290.779 248.00 -0.82 -231.87 87.98


14/35

CALCULO RELLENO




-P/n.


CORD PARC. COORDENADV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORT

38 288.00 171 32 0 171.533 89 55 2 0 89.922 286.046 288.00 0.39 -276.78 79.61

288.00 194 50 0 194.833 90 0 0 90.000 309.346 288.00 0.00 -222.72 182.59

287.00 168 20 0 168.333 89 49 2 5 89.824 282.846 287.00 0.88 -279.81 63.81

i-9 354.00 171 30 0 171.500 89 51 0 89.850 286.013 354.00 0.93 -340.26 97.65

PI 12-13 46.00 0 0 0 0.000 0 0 0 0.000 231.533 0.00 0.00 0.00 0.00 3379700.19 373

PI 13-14 21.00 358 28 19 358.472 89 29 0 89.483 50.005 21.00 0.19 16.09 13.50 3379810.81 373

14-15 192.00 0 0 0 0.000 90 36 2 0 90.606 191.98 -2.03

40 301.00 0 28 0 0.467 90 35 0 90.583 300.97 -3.06

302.00 357 10 0 357.167 90 33 4 0 90.561 301.97 -2.96

300.00 4 47 0 4.783 90 34 3 0 90.575 299.97 -3.01

30 202.00 0 0 0 0.000 90 41 0 90.683 201.97 -2.41

200.00 353 55 0 353.917 90 44 2 0 90.739 199.97 -2.58202.00 4 44 0 4.733 90 32 2 0 90.539 201.98 -1.90

20 109.00 0 0 0 0.000 90 44 2 0 90.739 108.98 -1.41

104.00 346 31 0 346.517 90 44 4 0 90.744 103.98 -1.35

101.00 13 7 0 13.117 90 24 0 90.400 101.00 -0.71

$-2"00 98.00 175 41 0 175.683 89 35 4 0 89.594 98.00 0.69

99.00 185 47 0 185.783 89 30 3 0 89.508 98.99 0.85

103.00 164 50 0 164.833 89 38 4 0 89.644 103.00 0.64

86 239.00 175 46 0 175.767 89 12 0 89.200 238.95 3.34

239.00 176 28 0 176.467 89 14 4 0 89.244 238.96 3.15

239.00 177 46 0 177.767 89 27 3 0 89.458 238.98 2.26

242.00 170 44 0 170.733 89 4 40 89.078 241.94 3.89

i-13 269.50 175 41 0 175.683 89 1 0 89.017 269.42 4.62

PI 14-15 12.00 0 50 6 0.835 89 49 3 0 89.825 52.368 12.00 0.04 9.50 7.33 3379909.61 373

PI 15-16 19.00 37 49 42 37.828 80 27 0 8 0.450 89.361 18.48 3.11 18.48 0.21 3379938.39 374PI 16-17 27.00 58 7 48 58.130 77 34 4 2 77.578 109.663 25.75 5.67 24.25 -8.66 3379991.28 374

0.000 77 34 4 2 77.578 51.533 0.95 0.21 0.75 0.59 3380158.97 374

i-% 25.50 0 0 0 0.000 94 24 1 0 94.403

70 5.50 272 94 0 273.567 95 17 0 95.283


15/35

CALCULO RELLENOPROYECTO : AMPLIACION DE CARRETERA METODO : PO

UBICACIN : SAN OSE ELABORADO PO


-.P/n.

DI ANG. H. Ang.H ANG. V Ang.V(AZ DH DE CORD PARC. COORDENADAS

V G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORTE3.00 74 11 0 74.183 100 20 0 100.333

17.00 276 14 0 276.233 89 30 0 89.500

66 42.00 343 11 0 343.183 92 42 2 0 92.706

48.00 359 20 0 359.333 92 1 50 92.031

42.00 337 47 0 337.783 92 0 0 92.000

42.00 330 20 0 330.333 91 10 2 0 91.172

62 81.00 332 25 0 332.417 92 1 40 92.028

82.00 334 25 0 334.417 91 55 2 0 91.922

84.00 343 24 0 343.400 90 40 4 0 90.678

80.00 329 59 0 329.983 92 0 0 92.000

80.00 320 26 0 320.433 91 10 0 91.167

54 160.00 328 53 0 328.883 90 37 4 0 90.628

160.00 330 11 0 330.183 90 37 3 0 90.625

159.00 334 2 3 0 334.383 90 18 4 0 90.311

161.00 328 1 0 0 328.167 90 33 0 90.550

161.00 323 3 3 0 323.550 90 17 3 0 90.292

50 200.00 329 49 0 329.817 90 12 0 90.200

204.00 324 3 9 0 324.650 90 6 10 90.103

200.00 331 9 0 331.150 90 15 2 0 90.256

202.00 334 4 1 0 334.683 90 12 4 0 90.211

46 240.00 331 4 0 331.067 90 1 40 90.028

240.00 331 4 0 0 331.667 90 1 40 90.028

242.00 332 5 2 0 332.867 90 20 0 90.333

240.00 330 1 5 0 330.250 90 2 0 90.033

238.00 326 3 5 0 326.583 90 6 20 90.106

i-15 310.00 331 41 40 331.694 89 59 2 0 89.989

PI 17-18 230.50 0 0 0 0.000 90 54 4 0 90.911 51.533 230.44 -3.66 180.43 143.35 3380158.97 374331

10 172.00 0 0 0 0.000 90 56 2 0 90.939 51.533 171.95 -2.82 134.63 106.97

172.00 358 5 3 0 358.883 90 58 0 90.967 50.416 171.95 -2.90 132.52 109.57

173.00 354 2 7 0 354.450 90 56 1 0 90.936 45.983 172.95 -2.83 124.38 120.18


16/35

CALCULO RELLENOPROYECTO : AMPLIACION DE CARRETERA METODO



-.P/n.



172.00 1 3 0 1.050 90 55 4 0 90.928 52.583 171.95 -2.78 136.57 104.48

173.00 5 51 0 5.850 90 56 3 0 90.942 57.383 172.95 -2.84 145.68 93.23

&-3 72.00 0 0 0 0.000 90 58 0 90.967 51.533 71.98 -1.21 56.36 44.78

72.00 348 20 0 348.333 90 51 0 90.850 39.866 71.98 -1.07 46.14 55.25

74.00 13 24 0 13.400 90 57 2 0 90.956 64.933 73.98 -1.23 67.01 31.34

96 31.80 0 0 0 0.000 92 4 0 92.067 51.533 31.76 -1.15 24.87 19.76

33.00 342 24 0 342.400 91 51 4 0 91.861 33.933 32.97 -1.07 18.40 27.35

37.00 25 39 0 25.650 91 52 2 0 91.872 77.183 36.96 -1.21 36.04 8.20

90 29.00 205 51 0 205.850 89 18 3 0 89.308 257.383 29.00 0.35 -28.30 -6.33

28.00 217 2 0 217.033 90 19 3 0 90.325 268.566 28.00 -0.16 -27.99 -0.70

31.00 165 53 0 165.883 86 10 3 0 86.175 217.416 30.86 2.06 -18.75 -24.51

84 89.00 205 46 0 205.767 90 8 20 90.139 257.299 89.00 -0.22 -86.82 -19.57

90.00 193 54 0 193.900 89 47 4 0 89.794 245.433 90.00 0.32 -81.85 -37.42

90.00 211 21 0 211.350 90 2 40 90.044 262.883 90.00 -0.07 -89.31 -11.15

94.00 217 0 0 217.000 89 32 0 89.533 268.533 93.99 0.77 -93.96 -2.41

129.00 205 50 0 205.833 89 51 0 89.850 257.366 129.00 0.34 -125.88 -28.21

80 128.00 208 26 0 208.433 89 45 2 0 89.756 259.966 128.00 0.55 -126.04 -22.30

129.00 198 2 0 198.033 89 37 4 0 89.628 249.566 128.99 0.84 -120.88 -45.04

74 190.00 205 46 0 205.767 88 56 4 0 88.944 257.299 189.94 3.50 -185.29 -41.76

192.00 212 47 0 212.783 89 11 40 89.194 264.316 191.96 2.70 -191.02 -19.01

188.00 204 52 0 204.867 89 50 4 0 89.844 256.399 188.00 0.51 -182.73 -44.21

190.00 102 52 0 102.867 88 51 0 88.850 154.399 189.92 3.81 82.06 -171.28

i-17 231.00 205 45 30 205.758 89 8 40 89.144 257.291 230.95 3.45 -225.29 -50.81

PI 18-19 23.00 134 55 24 134.923 83 6 24 83.107 186.456 22.67 2.74 -2.55 -22.52 3380235.77 37

PI 19-20 18.00 176 49 24 176.823 93 19 2 4 93.323 228.356 17.94 -1.04 -13.41 -11.92 3380254.73 37

PI 20-21 194.00 0 0 0 0.000 89 27 0 89.450 51.533 193.98 1.86 151.88 120.67 3380313.23 37

58 119.00 112 30 0 112.500 90 15 3 0 90.258 164.033 119.00 -0.54 32.73 -114.41

130.00 104 48 0 104.800 90 3 40 90.061 156.333 130.00 -0.14 52.19 -119.07

109.00 122 40 0 122.667 90 29 0 90.483 174.199 108.99 -0.92 11.02 -108.43

54 84.00 102 54 0 102.900 90 43 0 90.717 154.433 83.99 -1.05 36.25 -75.76


17/35




-P/n.



85.00 101 28 0 101.467 90 15 2 0 90.256 152.999 85.00 -0.38 38.59 -75.73

92.00 96 0 0 96.000 90 7 0 90.117 147.533 92.00 -0.19 49.39 -77.62

83.00 105 36 0 105.600 90 48 4 0 90.811 157.133 82.98 -1.17 32.25 -76.46

80.00 114 17 0 114.283 91 51 2 0 91.856 165.816 79.92 -2.59 19.58 -77.48

52 64.00 100 57 0 100.950 91 34 0 91.567 152.483 63.95 -1.75 29.55 -56.72

64.00 97 53 0 97.883 91 41 2 0 91.689 149.416 63.94 -1.89 32.53 -55.05

63.00 85 53 0 85.883 91 51 0 91.850 137.416 62.93 -2.03 42.59 -46.34

64.00 104 18 0 104.300 91 45 0 91.750 155.833 63.94 -1.95 26.18 -58.34

72.00 113 43 0 113.717 91 49 2 0 91.822 165.249 71.93 -2.29 18.31 -69.56

50 44.00 101 16 0 101.267 92 30 0 92.500 152.799 43.92 -1.92 20.07 -39.06

44.00 96 25 0 96.417 92 35 3 0 92.592 147.949 43.91 -1.99 23.30 -37.22

44.00 87 17 0 87.283 93 51 3 0 93.858 138.816 43.80 -2.95 28.84 -32.96 42.00 105 11 0 105.183 92 12 3 0 92.208 156.716 41.94 -1.62 16.58 -38.52

45.00 125 14 0 125.233 90 4 10 90.069 176.766 45.00 -0.05 2.54 -44.93

46 7.20 55 33 0 55.550 89 55 0 89.917 107.083 7.20 0.01 6.88 -2.12

11.00 193 38 0 193.633 91 19 0 91.317 245.166 10.99 -0.25 -9.98 -4.62

17.00 41 50 0 41.833 89 59 1 0 89.986 93.366 17.00 0.00 16.97 -1.00

25.00 45 31 0 45.517 93 53 4 0 93.894 97.049 24.88 -1.69 24.70 -3.05

40 62.00 0 0 0 0.000 89 23 2 0 89.389 51.533 61.99 0.66 48.54 38.56

62.00 2 51 0 2.850 89 24 4 0 89.411 54.383 61.99 0.64 50.40 36.10

65.00 12 31 0 12.517 89 42 2 0 89.706 64.049 65.00 0.33 58.44 28.44

64.00 357 4 0 357.067 89 31 0 89.517 48.599 64.00 0.54 48.00 42.32

64.00 342 24 0 342.400 89 33 3 0 89.558 33.933 64.00 0.49 35.72 53.10

28 182.00 0 0 0 0.000 89 26 0 89.433 51.533 181.98 1.80 142.49 113.21

183.00 358 35 0 358.583 89 27 2 0 89.456 50.116 182.98 1.74 140.41 117.34

184.00 353 51 0 353.850 89 31 0 89.517 45.383 183.99 1.55 130.96 129.23

183.00 1 0 0 1.000 89 26 3 0 89.442 52.533 182.98 1.78 145.23 111.31

186.00 5 44 0 5.733 89 27 3 0 89.458 57.266 185.98 1.76 156.45 100.57

22 240.00 354 36 0 354.600 89 31 4 0 89.528 46.133 239.98 1.98 173.02 166.31

240.00 355 20 0 355.333 89 32 4 0 89.544 46.866 239.98 1.91 175.13 164.08


18/35

CALCULO RELLENO




-.P/n.



246.00 0 42 0 0.700 89 29 0 89.483 52.233 245.98 2.22 194.45 150.65

234.00 353 53 0 353.883 89 31 3 0 89.525 45.416 233.98 1.94 166.65 164.25

231.00 349 37 0 349.617 89 28 4 0 89.478 41.149 230.98 2.11 151.99 173.93

i-19 297.00 350 7 0 350.117 89 30 5 0 89.514 41.649 296.98 2.52 197.36 221.91

16 286.00 350 24 0 350.400 89 31 4 0 89.528 41.933 285.98 2.36 191.11 212.75

296.00 349 47 0 349.783 89 30 4 0 89.511 41.316 295.98 2.53 195.41 222.30

294.00 346 46 0 346.767 89 31 0 89.517 38.299 293.98 2.48 182.20 230.71

PI 21-22 4 6.00 215 53 0 215.883 98 13 3 6 98.227 267.416 45.06 -6.51 -45.01 -2.03 3380389.84 374

PI 22-23 27.00 269 19 24 269.323 104 42 12 104.703 320.856 25.26 -6.63 -15.95 19.59 3380425.25 375

PI 23-24 69.00 180 48 54 180.815 92 55 6 92.918 232.348 68.82 -3.51 -54.49 -42.04 3380443.54 375

PI 24-25 177.752 3380454.54 375

14 248.00 9 0 0 9.000 90 32 2 0 90.539 6.752 247.98 -2.33 29.15 246.26

149.00 8 32 0 8.533 90 36 0 90.600 6.285 148.98 -1.56 16.31 148.09

255.00 6 9 0 6.150 90 1 40 90.028 3.902 255.00 -0.12 17.35 254.41

247.00 9 33 0 9.550 90 40 2 0 90.672 7.302 246.97 -2.90 31.39 244.96

240.00 13 18 0 13.300 90 43 0 90.717 11.052 239.96 -3.00 46.00 235.51

10 112.00 4 29 0 4.483 90 24 2 0 90.406 2.235 111.99 -0.79 4.37 111.91

214.00 3 50 0 3.833 90 21 3 0 90.358 1.585 213.99 -1.34 5.92 213.91

221.00 359 58 0 359.967 89 39 2 0 89.656 357.718 220.99 1.33 -8.80 220.82

211.00 105 49 0 105.817 90 45 4 0 90.761 103.568 210.96 -2.80 205.07 -49.49

205.00 11 12 0 11.200 90 42 4 0 90.711 8.952 204.97 -2.54 31.89 202.47

&-4.0 114.00 0 0 0 0.000 90 50 2 0 90.839 357.752 113.98 -1.67 -4.47 113.89

114.00 158 17 0 158.283 90 52 0 90.867 156.035 113.97 -1.72 46.29 -104.15

116.00 351 50 0 351.833 90 39 4 0 90.661 349.585 115.98 -1.34 -20.97 114.07

114.00 1 47 0 1.783 90 56 1 0 90.936 359.535 113.97 -1.86 -0.92 113.97


19/35

CALCULO RELLENOPROYECTO : AMPLIACION DE CARRETERA METODO : P



-. P/n. DI ANG. H. Ang.H ANG. V Ang.V (AZ DH DE CORD PARC. COORDENADAV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORT

115.00 9 58 0 9.967 91 0 20 91.006 7.718 114.96 -2.02 15.44 113.92

94 54.00 0 0 0 0.000 90 46 3 0 90.775 357.752 53.99 -0.73 -2.12 53.95

54.00 356 24 0 356.400 90 47 0 90.783 354.152 53.99 -0.74 -5.50 53.71

52.00 343 38 0 343.633 90 20 4 0 90.344 341.385 52.00 -0.31 -16.60 49.28

54.00 2 46 0 2.767 91 2 20 91.039 0.518 53.98 -0.98 0.49 53.98

54.00 18 0 0 18.000 91 28 3 0 91.475 15.752 53.96 -1.39 14.65 51.94

90 14.00 0 0 0 0.000 90 52 3 0 90.875 357.752 14.00 -0.21 -0.55 13.99

14.00 345 21 0 345.350 89 30 2 0 89.506 343.102 14.00 0.12 -4.07 13.39

24.00 309 42 0 309.700 80 1 20 80.022 307.452 23.28 4.10 -18.48 14.16

14.00 13 7 0 13.117 91 57 0 91.950 10.868 13.98 -0.48 2.64 13.73

25.00 60 40 0 60.667 92 5 30 92.092 58.418 24.97 -0.91 21.27 13.08

86 26.00 188 30 0 188.500 89 28 4 0 89.478 186.252 26.00 0.24 -2.83 -25.84

26.00 195 11 0 195.183 88 44 0 88.733 192.935 25.99 0.57 -5.82 -25.33

30.00 225 16 0 225.267 82 42 4 0 82.711 223.018 29.52 3.78 -20.14 -21.58

26.00 181 37 0 181.617 90 10 3 0 90.175 179.368 26.00 -0.08 0.29 -26.00

29.00 152 52 0 152.867 90 55 3 0 90.925 150.618 28.99 -0.47 14.22 -25.26

82 67.00 188 34 0 188.567 89 49 0 89.817 186.318 67.00 0.21 -7.37 -66.59

67.00 191 19 0 191.317 89 46 4 0 89.778 189.068 67.00 0.26 -10.56 -66.16

69.00 204 35 0 204.583 88 37 4 0 88.628 202.335 68.96 1.65 -26.21 -63.79

67.00 185 50 0 185.833 89 53 2 0 89.889 183.585 67.00 0.13 -4.19 -66.87

72.00 175 0 0 175.000 90 9 20 90.156 172.752 72.00 -0.20 9.08 -71.42

78 106.00 188 41 0 188.683 89 41 4 0 89.694 186.435 106.00 0.57 -11.88 -105.33

106.00 187 0 0 187.000 89 44 4 0 89.744 184.752 106.00 0.47 -8.78 -105.63


20/35

CALCULO RELLENO




-. P/n. DI ANG. H. Ang.H ANG. V Ang.V (AZ DH DE CORD PARC. COORDENADV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORT

109.00 180 13 0 180.217 89 45 4 0 89.761 177.968 109.00 0.45 3.86 -108.93

106.00 190 9 0 190.150 89 48 0 89.800 187.902 106.00 0.37 -14.57 -104.99

108.00 194 30 0 194.500 89 20 2 0 89.339 192.252 107.99 1.25 -22.92 -105.53

70 186.00 190 24 0 190.400 89 27 2 0 89.456 188.152 185.98 1.77 -26.37 -184.10

186.00 189 22 0 189.367 89 28 0 89.467 187.118 185.98 1.73 -23.05 -184.55

189.00 184 33 0 184.550 89 33 3 0 89.558 182.302 188.99 1.46 -7.59 -188.84

186.00 191 33 0 191.550 89 27 2 0 89.456 189.302 185.98 1.77 -30.06 -183.54

187.00 196 23 0 196.383 89 22 3 0 89.375 194.135 186.98 2.04 -45.66 -181.32

67 216.00 189 33 0 189.550 89 26 4 0 89.444 187.302 215.98 2.09 -27.45 -214.23

217.00 190 22 0 190.367 89 25 4 0 89.428 188.118 216.98 2.17 -30.64 -214.80

217.00 194 18 0 194.300 89 18 4 0 89.311 192.052 216.97 2.61 -45.30 -212.19

215.00 188 44 20 188.739 89 28 0 89.467 186.491 214.98 2.00 -24.30 -213.60

215.00 184 53 0 184.883 89 33 0 89.550 182.635 214.99 1.69 -9.88 -214.76

62 263.00 185 23 0 185.383 89 33 2 0 89.556 183.135 262.98 2.04 -14.38 -262.59

262.00 184 39 0 184.650 89 35 2 0 89.589 182.402 261.99 1.88 -10.98 -261.76

260.00 182 27 0 182.450 89 37 0 89.617 180.202 259.99 1.74 -0.92 -259.99

264.00 186 2 0 186.033 89 32 2 0 89.539 183.785 263.98 2.12 -17.43 -263.41

268.00 189 15 0 189.250 89 26 0 89.433 187.002 267.97 2.65 -32.67 -265.98

PI 25-26 0.00 0 0 0 0.000 0 0 0 0.000 177.752 0.00 0.00 0.00 0.00 3380460.72 375

PI 26-27 115.00 11 2 18 11.038 87 58 4 8 87.980 8.790 114.86 4.05 17.55 113.51 3380473.35 375

PI 27-28 6 4.00 40 59 48 40.997 85 34 4 2 85.578 38.748 63.62 4.92 39.82 49.62 3380531.20 375

PI 28-29 213.512 3380614.08 375

$ 5"0 440.00 147 13 0 147.217 90 29 4 0 90.494 180.729 439.97 -3.80 -5.59 -439.93 3380608.48 375


21/35




-.P/n.

DI ANG. H. Ang.H ANG. V Ang.V(AZ DH DE CORD PARC. COORDENAD

V G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NOR

438.00 146 53 0 146.883 90 33 0 90.550 180.395 437.96 -4.20 -3.02 -437.95 3380611.05 375

440.00 145 58 0 145.967 90 31 0 90.517 179.479 439.96 -3.97 4.00 -439.95 3380618.08 37

436.00 147 30 0 147.500 90 33 2 0 90.556 181.012 435.96 -4.23 -7.70 -435.89 3380606.38 37

440.00 148 36 0 148.600 90 31 2 0 90.522 182.112 439.96 -4.01 -16.21 -439.66 3380597.86 37

80 440.00 147 8 0 147.133 90 32 0 90.533 180.645 439.96 -4.10 -4.95 -439.93 3380609.12 37

440.00 146 43 0 146.717 90 37 0 90.617 180.229 439.95 -4.74 -1.76 -439.95 3380612.32 37

440.00 144 12 0 144.200 90 34 0 90.567 177.712 439.96 -4.35 17.56 -439.61 3380631.64 37

440.00 147 37 0 147.617 90 35 4 0 90.594 181.129 439.95 -4.56 -8.67 -439.87 3380605.41 37

440.00 150 11 0 150.183 90 32 2 0 90.539 183.695 439.96 -4.14 -28.36 -439.05 3380585.72 3760 241.00 146 55 0 146.917 90 35 4 0 90.594 180.429 240.97 -2.50 -1.80 -240.97 3380612.27 37

243.00 146 6 0 146.100 90 45 4 0 90.761 179.612 242.96 -3.23 1.65 -242.95 3380615.72 37

244.00 142 42 0 142.700 90 39 2 0 90.656 176.212 243.97 -2.79 16.12 -243.44 3380630.19 37

240.00 147 46 0 147.767 90 44 4 0 90.744 181.279 239.96 -3.12 -5.35 -239.90 3380608.72 37

241.00 152 40 0 152.667 90 38 2 0 90.639 186.179 240.97 -2.69 -25.94 -239.57 3380588.14 37

40 40.50 146 50 0 146.833 91 12 0 91.200 180.345 40.48 -0.85 -0.24 -40.48 3380613.83 37

20.00 142 37 0 142.617 92 4 30 92.075 176.129 19.97 -0.72 1.35 -19.93 3380615.42 37

49.00 120 3 0 120.050 91 9 20 91.156 153.562 48.98 -0.99 21.81 -43.86 3380635.88 37

40.00 152 34 0 152.567 91 54 2 0 91.906 186.079 39.96 -1.33 -4.23 -39.73 3380609.84 37

44.00 174 54 0 174.900 91 8 0 91.133 208.412 43.98 -0.87 -20.93 -38.69 3380593.15 37

26 100.20 0 0 0 0.000 89 46 2 0 89.772 33.512 100.20 0.40 55.32 83.54 3380669.40 37

101.00 358 0 0 358.000 90 5 20 90.089 31.512 101.00 -0.16 52.79 86.11 3380666.87 37

103.00 147 4 0 147.067 90 0 0 90.000 180.579 103.00 0.00 -1.04 -102.99 3380613.04 37

101.00 1 55 0 1.917 90 11 40 90.194 35.429 101.00 -0.34 58.55 82.30 3380672.62 37


22/35




- P/n. DI ANG. H. Ang.H ANG. V Ang.V (AZ DH DE CORD PARC. COORDENADV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NOR

100.00 6 31 0 6.517 89 55 2 0 89.922 40.029 100.00 0.14 64.32 76.57 3380678.39 375

105.00 15 4 0 15.067 89 1 20 89.022 48.579 104.97 1.79 78.71 69.45 3380692.79 375

22 140.00 0 0 0 0.000 89 29 0 89.483 33.512 139.99 1.26 77.29 116.72 3380691.36 375

140.00 358 43 0 358.717 89 39 4 0 89.661 32.229 140.00 0.83 74.66 118.43 3380688.73 375

139.00 153 18 0 153.300 89 50 0 89.833 186.812 139.00 0.40 -16.49 -138.02 3380597.59 375

140.00 1 8 0 1.133 89 26 0 89.433 34.645 139.99 1.38 79.58 115.17 3380693.66 375

140.00 1 21 0 1.350 89 6 20 89.106 34.862 139.97 2.19 80.00 114.85 3380694.08 375

142.00 5 34 0 5.567 87 17 2 0 87.289 39.079 141.68 6.71 89.31 109.99 3380703.39 375

18 180.00 0 14 0 0.233 89 33 0 89.550 33.745 179.99 1.41 99.98 149.66 3380714.06 375181.00 359 21 0 359.350 89 46 2 0 89.772 32.862 181.00 0.72 98.21 152.03 3380712.29 375

181.00 353 45 0 353.750 89 56 2 0 89.939 27.262 181.00 0.19 82.91 160.89 3380696.98 375

180.00 1 4 20 1.072 89 36 2 0 89.606 34.584 179.99 1.24 102.17 148.19 3380716.24 375

180.00 1 32 0 1.533 89 25 4 0 89.428 35.045 179.98 1.80 103.35 147.35 3380717.43 375

180.00 5 16 0 5.267 87 55 0 87.917 38.779 179.76 6.54 112.59 140.14 3380726.66 375

PI 29-30 3380618.74 375

PI 30-31 162.226 3380629.75 377

& -6.0 134.00 3 3 0 3.050 90 5 20 90.089 345.276 134.00 -0.21 -34.06 129.60 3380595.69 377

136.00 1 45 0 1.750 90 18 3 0 90.308 343.976 136.00 -0.73 -37.54 130.71 3380592.21 377

145.00 357 10 0 357.167 90 15 0 90.250 339.393 145.00 -0.63 -51.03 135.72 3380578.72 377

132.00 4 17 0 4.283 90 20 2 0 90.339 346.510 132.00 -0.78 -30.79 128.35 3380598.96 377

127.00 9 24 0 9.400 90 12 3 0 90.208 351.626 127.00 -0.46 -18.49 125.64 3380611.26 377

90 35.20 0 0 0 0.000 90 7 0 90.117 342.226 35.20 -0.07 -10.74 33.52 3380619.01 377

36.00 5 30 0 5.500 90 55 2 0 90.922 347.726 35.99 -0.58 -7.65 35.17 3380622.10 377


23/35

CALCULO RELLENO




-. P/n. DI ANG. H. Ang.H ANG. V Ang.V (AZ DH DE CORD PARC. COORDENADV G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORT

40.00 27 47 0 27.783 90 27 3 0 90.458 10.010 40.00 -0.32 6.95 39.39 3380636.70 377

35.00 354 24 0 354.400 90 38 2 0 90.639 336.626 35.00 -0.39 -13.88 32.12 3380615.87 377

41.00 332 49 0 332.817 90 38 2 0 90.639 315.043 40.99 -0.46 -28.97 29.01 3380600.78 377

70 165.00 197 4 0 197.067 90 0 0 90.000 179.293 165.00 0.00 2.04 -164.99 3380631.79 376

165.00 196 0 0 196.000 90 8 30 90.142 178.226 165.00 -0.41 5.11 -164.92 3380634.86 376

165.00 191 12 0 191.200 90 0 0 90.000 173.426 165.00 0.00 18.89 -163.92 3380648.64 376

165.00 198 18 0 198.300 90 9 20 90.156 180.526 165.00 -0.45 -1.52 -164.99 3380628.23 376

169.00 203 55 0 203.917 90 3 30 90.058 186.143 169.00 -0.17 -18.08 -168.03 3380611.67 376

50 364.00 197 4 0 197.067 89 55 0 89.917 179.293 364.00 0.53 4.49 -363.97 3380634.24 376

364.00 196 40 0 196.667 90 1 0 90.017 178.893 364.00 -0.11 7.03 -363.93 3380636.78 376

368.00 194 10 0 194.167 89 56 5 0 89.947 176.393 368.00 0.34 23.15 -367.27 3380652.90 376

368.00 197 36 0 197.600 90 0 0 90.000 179.826 368.00 0.00 1.11 -368.00 3380630.87 376

364.00 200 23 0 200.383 89 58 0 89.967 182.610 364.00 0.21 -16.57 -363.62 3380613.18 376

30 566.00 197 4 0 197.067 89 54 0 89.900 179.293 566.00 0.99 6.98 -565.96 3380636.73 376

564.00 196 46 0 196.767 89 56 3 0 89.942 178.993 564.00 0.57 9.91 -563.91 3380639.66 376

366.00 195 7 0 195.117 89 55 0 89.917 177.343 366.00 0.53 16.97 -365.61 3380646.72 376

366.00 197 30 0 197.500 89 57 0 89.950 179.726 366.00 0.32 1.75 -366.00 3380631.50 376

366.00 199 7 0 199.117 89 54 2 0 89.906 181.343 366.00 0.60 -8.58 -365.90 3380621.17 376

PI 31-32 3380667.89 377

PI 32-33 3380843.95 377

PI 33-34 3380852.84 377

PI 34-35 3380886.32 377

PI 35-36 3380919.02 377


24/35

CALCULO RELLENOPROYECTO : AMPLIACION DE CARRETERA METODO : POLIGONAL ABIERTA

UBICACIN : SAN OSE ELABORADO POR :

GESTION : MUNICIPALIDAD DE SAN OSE FECHA : &' De D#"#e$)re !

-.P/n.


CORD PARC. COORDENADAS TOTALES DIST.V G M S !e"#$. G M S !e"#$. E % N S ESTE (0 NORTE(Y COTA (Z COMP.


25/35

CALCULO DE NIVELACION TOPOGRAFICO

P.V. DIST. Vat.(+) Alt.Inst. Vad.(-) Cota

MB..! "##$.%!&

' .$ "##".$&&".!! "#%#.&$&

$ .$!! "#%#.#%$

"." "#%.$$

" ." "#%&.'!

MB.. $ "#%!.'!

E*E .PONTON $."' "#%!.'!

PC. $." "#%!.''!

' $.# "#%.&$!

$ ". "#%."!!

".% "#%".!!!' "."" "#%".&%$

' .'% "#%".#$

'.$ "#%$.#"%

% '. "#%$."$$

' '.##! "#%'.#&

'$ $.' "#%'.%$

' $.$ "#%'.&$

' $.$& "#%'.#$

'% $.""! "#%'.$&

$ $."'! "#%'.&$ '.!! "#%$.&$

$ .#& "#%'.&"$

$$ '.&! "#%'.$&

$ '. "#%'.$$

$! '.!%" "#%'.''#

$ '.%$! "#%.%&&

$% $.'% "#%.!$$

" $.%! "#.%!$

" ".&' "#&%.##$

" '." "#%."!$

".%#! "#&.!&

'. "#&&.#&

PIE DEL RIO '.!% "#&!.#'&

"$ '.%'! "#&!.%$

" '.!& "#&!.#$&

' .&!! "#&.&$

' '.!"! "#&%.$&&


26/35

" $."! "#&!.#$&

" $.'$! "#&.'!$

"% '.!! "#&.&$&

'.! "#&.$&

$ .%! "#&%.'#$

$ ".$% "#%'.&$$ $.%&! "#&%.!#&

'.%"! "#."&

'.!! "#%.'&

% '."! "#%.'$$

# '."#! "#%.&&

! '.$ "#.%!$

BM +! '.$%! "#%.'%&

!$ '.# "#.!&$

! $.''! "#."!&

! $. "#.'$!% $.'$! "#."&

" $.# "#&%.#%$

" .&"! "#.&'&

." "#."&&

$ . "#.$!&

.% "#&%.%&&

'.&$ "#&&.##&

% $.$% "#&&."&

& $.% "#&.%!&

&$ ".$" "#&.%&& ". "#&.''&

".' "#&.!&&

.' "#&&.'%&

& '.# "#&!.#&

&% '.!!% "#&!.$#

% '.&' "#&!.&&

%$ '.%#! "#&!.$#$

! '.#% "#&!.$"#

! .% "#&!.#'#

% .#& "#&.##

% '.$"! "#&.%

%% '.!#! "#&."$

# $.! "#&".%#

#$ $.! "#&".#

# $.&$! "#&".'#

# ".$ "#&$.%##

#% "."$ "#&$.!##


27/35

' ".# "#&$.$#

".&$ "#&$.'##

'."" "#&".!$#

BM'+ '.$ "#&$.$%#

.#" "#&".$'#

'$ '.'! "#&$.$'" '.$ "#&$.'#

' '.'% "#&$."#

' '.'% "#&$."#

'% '."# "#&'.%$#

'' '.!$! "#&'.#

''$ '. "#&'.$#

BM'+ .#' "#&".'##

'' '.#! "#&'.$#

'' $." "#&'.'#

''% $.'& "#&'.$#'$ ".& "#&.'$#

'$$ $.&! "#&.!

& ".""! "##.%

& . "#&.

'$ .& "##.&

'$ ."! "##.%$#

'$% .&"! "##.&$#

'" '.'% "##.$%

'"$ '.'"! "##."$#

'" '.& "#%.##'" '.#' "#%.!!

'"% '.&&! "#%.%#

' '.#& "#%.#

'$ $.""! "#%.'$#

' ".'! "#&."'

' ".'! "#&.$##

'& "." "#&.'

'% ".& "#.##

% ".# "#&."&

% '.!" "#%.#

BM-'+! $.'! "#.%%#

'! $.$ "#.%

'!$ $.' "#.#

'!" $.'' "#.

'! $.'! "#.%%#

'!! '." "#&.&

'! .#"! "#&.##


28/35

'!& .'" "#%.$#'

'!% .$ "#%.

' .##! "#&.##

'$ '.'! "#&.&"#

' '."! "#&.!"#

' '.'#! "#&.'& .#$ "#&.#%

# '.& "#&.'

# .#' "#%.!

'% .' "#%.

'& ." "#&.$

'&$ .# "#&.#

'& '."' "#.&

'& '.!#% "#.!

'&% '.$! "#.&%#

'% .!! "#&.!#'%$ .&$ "#&.""

'%" '.$$ "#.%"

'% '.&$ "#.""

'% $.# "#!.!

' $.'' "#!.#

' ."' "#.$!

'%% '."" "#.#$

'# '.!'! "#.&"#

'#$ '.$ "#.$

'# $.'#% "#.!'# ".'! "#".$"#

BM-$+ $.$%& "#".#&

'#% ".$# "#$.#

$ ".% "#$.&&

$$ ".&& "#$.%

$ ".%% "#$."&

'$ ".$! "#$.$#

'$ ."! "#$.#

$ .! "#$.

$% . "#$.'%#

$' .#! "#$.$#

$'$ '."' "#'.#

$' '.$ "#'.!!#

$' '. "#'.!'#

$'% '.!" "#'.'

$$ $.$"% "#.&'

$$$ $.! "#."#


29/35

$$ $.&% "#.'##

$$ $.#% "#!#.###

$$% ".$% "#!#.##

$" ".'! "#!#.%$#

'" $.%% "#.##

'" . "#.##$"$ .& "#!#.%$#

$" .%!$ "#!#.&

$" '."" "#!#.

$"% '.$"! "#!#.$

$ '.$! "#!#.$#

$$ '.& "#!#.$#

$ '.!% "#!%.#"'

$ '.! "#!%.#!#

$% '.&"! "#!%.&

$! $.$ "#!%.$##$!$ $.! "#!&.###

BM-$+! '.' "#!#.%#

$! ".$# "#!&.$#

$! ".& "#!.#

'" ".%" "#!.#

'" $." "#!#.#

$!% $.#" "#!.

$ ".! "#!.

$$ "."! "#!!.#&

$ $.& "#!.$#$ $.'& "#!.%"#

$% '.! "#!&.#

$& .&" "#!%.$

$&$ ." "#!%."

' .! "#!%."!#

' '."!! "#!#.&'

$& .# "#!%.&!

$& $.'! "#!&.$##

'! ".$% "#!."

'! '.' "#!&.!"

$&% '.% "#!!.&

$% $.! "#!!.!$#

$%$ '.%"! "#!!.##

$% $.!% "#!.#!

$% $.!#! "#!.#"#

$%% $.""! "#!!.'##

$# $.& "#!!.


30/35

$#$ $." "#!!.'#

$#" $.!& "#!.#

' '.&"! "#!!.#

' .! "#!!.%#

$# '.' "#!.

$# '.%! "#!".###$#% '.# "#!".##

" '.%&! "#!".#&

BM-"+ '.# "#!".%%#

"$ $.%! "#!".&

" $. "#!".#

" $.#"! "#!$.#'

"% ".'$ "#!$.&$#

"' "."! "#!$.##

'& "." "#!$.!#

'& .&! "#!".'%"'$ .% "#!$."

"' '.$" "#!'.#!

"'! '."% "#!'.%"

"' '.! "#!'.

"'% '.&! "#!'.

"$ '.& "#!'.%

"$$ $.%! "#!'.##

"$ $.' "#!'.%

"$ $.$ "#!.#%

"$% $.$%! "#!.%##"" $.!'! "#!.#

""$ $.'! "#!.!#

"" $.#"! "#!.$#

'% $.%"! "#!."#

'% .$! "#!.&&

"" . "#!.'&

""% '."! "##.&"#

" '.'& "##.

"$ '.'! "##."!#

" '.!" "##.$

" '.%# "#%.%%

"& $.!# "#%.'%

"% $.% "#&.#&

"! ".&! "#&.#

BM-"+! ".# "#&.%

BM-"+! $ "##.%

PONTON $.$% "#&.


31/35

PONTON $.$&! "#&.#

"!$ $.! "#&.'%

"!" $.$ "#&.$

"! '.&%! "#&.%##

"!! '."" "#%."!

"! '.'! "#%.!""!& '.'#" "#%.#'

"!% '.$!! "#%.$#

" '.$" "#%.!

"$ '." "#%.$!

" '."!% "#%."$

" '."% "#%."

'# .## "#%.#

'# ."& "##.

"& .% "#%.$

"% .& "#%."$"# .#!! "#%.'#

"& '.'$% "#&.#"

"&$ '.!! "#&.#

"& '.&&% "#&.$%

"& $.$! "#.%'

"&% $. "#.$

"% $.&" "#.""

"%$ $.%! "#.$'

"% $.# "#.'

"% $.%! "#.$'$ ".$ "#!.%

$ '.$" "#&."

"%% '."! "#!.###

"%# '.% "#!.#!

"# '.$#! "#!.&"#

"#$ '. "#!.!&

"# '. "#!.$!

"# $.% "#.#!

"#% $.$ "#.&&

$. "#."#

BM- + '."$! "#!.

$ $.# "#.&

$.! "#.!"

! $.$ "#.'

$.# "#.!

$' $.&"! "#.$##

$' '.$! "#!.!


32/35

% .% "#.&

# .%& "#.#

' .%% "#.%

'' '.## "#.!

'$ '." "#.$

' '.# "#".%&' '.! "#.$

'% '.& "#.#

$ '."! "#.$'

$$ '. "#".#

$$ '.& "#.#

$$ .'' "#.$

$ .# "#".$

$ '.$$ "#$.#%

$% '."" "#$.%&

" '.'! "#$.&%#"$ '.&& "#$."

" '.% "#$.

"! '.#% "#$.$$

" '.&"! "#$.#

"& $.''% "#$.%

"% $.$" "#'.#&

$.!"! "#'.#

$ $.' "#'.!#

$.&% "#'.$

$" $.#& "#'.$"$" .#! "#$.'%

.#& "#'.$'

% '.# "#'.#

! '.$ "#.#

BM -+! '.#! "#.%#

!$ '. "#.&$

! '.!&! "#.#

! '.&' "#.&

!% '.%& "#."'

'.#" "#.$!

$ $.$ "#.'

$.$ "#"#.#

$ $.' "#.$

$ '.$ "#'.

'.$$ "#"#.%$

% '."$ "#"#.&$

& '. "#"#.


33/35

&$ '.! "#"#."#

& '.&" "#"#."'

& '.#" "#"#.''

&% $. "#"%.#%

% $.' "#"%.%%

%$ $." "#"%.&% $."$ "#"%.&$

% $.$ "#"%.$

$! $."! "#"%.#

$! .$ "#"#."'

%% .& "#"%.!!

# .%! "#"%.

#$ '. "#"%.$!

# '.$! "#"%.

# '."&! "#"&.#"#

#% '.!' "#"&.%! '. "#"&.&

BM -!+ '.# "#"&."!

!$ '.&$ "#"&.!#

! '.&" "#"&.!%

! '.%# "#"&.$

!% $. "#"&.$&

!' $.'! "#"&.'#

$ $.$ "#"&.!

$ .&! "#"&.%

!'$ .%" "#".#&!' '.! "#".&!

!' '.'! "#".!#

!'% '."$ "#".%

!$ '.'! "#"."%#

!$$ '.! "#".""#

!$ '.!! "#".$!

!$ '.!"" "#".$&'

!$% '.!" "#".$&

!" '.! "#".$

!"$ '.!& "#".$"

!" '. "#".'

$& '.%# "#"!.#'

$& '.$ "#"&.'!

!" '.$ "#"!.#!

!"% '.$ "#"!.#'

! '."& "#"!.&%

!$ '.!% "#"!.#


34/35

! '.% "#"!.&

! '.!'" "#"!.'

!% '.! "#"!.!#

!! '.! "#"!.!

BM- !+! '.#! "#"!.$

!!$ '.&$ "#"!."!! '.''$ "#".$

!! '.'" "#".$

!!% '. "#".''

! '.$& "#"!.%%

!$ '."%$ "#"!.&&$

! '.!' "#"!.

! '.!#% "#"!.!!

!% '.&% "#"!."&

!& '.% "#"!."'

!&$ '.%&! "#"!.$!& '.#"! "#"!.$'#

!& '.%# "#"!.$

$% $.$" "#".#$

$% '.!"! "#".!#

!&% '.$! "#"!.$#

!% '.$#! "#"!.'

!%$ '." "#"!.'!#

!% '.$" "#"!.$$#

!% '.$!! "#"!.$

!%% '."$ "#"!.'"#!# '."#" "#"!.

!#$ '.& "#".#%#

!# '.!! "#".%#

!# '.!&" "#".%%

!#% '.! "#".#!#

!## '.!' "#".##

'. "#"!.'#

$ '. "#"!.!#

'.! "#".#!#

'.!#! "#".%

BM - + '.& "#".&%!

BM - + '."! "#".'"

% '.""$ "#".%

' '. "#".#

'$ '.$ "#".&'

' '."! "#".&%

' '."#! "#".&"!


35/35

'% '."! "#".#!

$ '.$ "#".&'

$$ '.& "#"."

$ '.&" "#".

$# '.& "#"."

$# '.$ "#"!.#$ '.$ "#".#

$% '.$& "#".$

" '."" "#"."

"$ '."! "#"."!

" '."% "#"."

" '.! "#".$$!

"% '.& "#".$'

'.! "#".'!

$ '.!$ "#".'&

'.!& "#".'$" $.$$ "#"".&

" $. "#"!.!"

'. "#".'"

% '.$#! "#".$"!

! '."% "#".'!

!$ '.!' "#".$

! '.$& "#".'"

! '."!! "#".'&!

BM - +! '.%$ "#"".&'

!% '.$&! "#".$!! '."' "#".$$

' '.$ "#".""

Documents

coordenadas San Jose puno