excel topografia puente

Upload: rosa-beatriz-villalobos-huaman

Post on 13-Apr-2018

231 views

Category:

Documents


1 download

TRANSCRIPT

  • 7/24/2019 Excel Topografia Puente

    1/20

    AI VT EST. PTO DESCRIPCION HS HM HIANG. HORIZ ANG. VE

    ' " '

    1.24 NM A 0 0 0

    1 CASA 2.000 1.000 0.600 2 5 55 90 19

    2 NICIO ARBOLEDA 1.270 1.000 0.590 3 37 15 90 24

    3 ARBOLEDA 1.265 1.000 0.745 9 19 25 90 23

    4 POSTE DE MADERA 1.230 1.000 0.770 25 56 50 90 175 EJE CORDOVA 1.240 1.000 0.770 34 19 35 89 54

    6 EJE.C 1.355 1.000 0.700 48 53 55 89 42

    7 ESQ.CASA 1.230 1.000 0.740 51 17 35 89 53

    8 NMEDIO CASA 1.210 1.000 0.810 69 35 0 90 4

    9 CASA FINAL 1.200 1.000 0.800 87 15 45 89 59

    10 PARED CASA 1.323 1.000 0.705 87 50 10 89 54

    11 MEDIO 1.330 1.000 0.651 108 30 15 90 8

    12 VIA 1.490 1.000 0.550 133 28 50 90 0

    13ESQUINA TERRENO 1.420 1.000 0.550 147 42 35 89 47

    14 ESQ.CUNAMAS 1.470 1.000 0.580 164 21 0 90 015 ESQ.LOSA 1.490 1.000 0.530 177 18 0 89 59

    16 EMP.CANAL 1.390 1.000 0.560 177 11 40 90 6

    17 CURVA1 1.420 1.000 0.590 178 30 30 90 3

    18 CURVA1 1.430 1.000 0.600 179 29 20 90 4

    19 CURVA1 1.400 1.000 0.600 179 52 10 90 3

    20 RECREO 1.490 1.000 0.490 191 1 20 90 1

    21 CANAL 1.230 1.000 0.780 193 55 45 90 7

    22 CURVA2 1.130 1.000 0.880 233 0 30 90 17

    23 CURVA2 1.110 1.000 0.880 241 45 40 90 17

    24 CURVA2 1.110 1.000 0.880 244 40 10 90 1725 CURVA3 1.120 1.000 0.880 266 49 20 90 16

    26 CURVA3 1.125 1.000 0.880 269 49 35 90 15

    27 CURVA3 1.125 1.000 0.880 270 15 0 90 18

    28 PARED CASA 1.155 1.000 0.855 270 35 50 89 56

    29 ESQ.CASA 1.145 1.000 0.850 272 20 55 89 55

    30 EJE.C 1.200 1.000 0.800 339 30 15 90 30

    31 CASA CDELESTE 1.250 1.000 0.730 345 43 20 90 36

    32 VEREDA1 1.300 1.000 0.700 348 20 40 90 15

    33 VEREDA2 1.280 1.000 0.710 349 32 25 90 18

    34 VEREDA3 1.320 1.000 0.680 349 57 25 90 17

    35 VEREDA4 1.330 1.000 0.670 351 6 0 90 19

    36 VEREDA5 1.340 1.000 0.660 351 8 15 90 17

    37 POSTE 1.330 1.000 0.670 353 21 15 90 14

    38 ESQ.CASA 1.400 1.000 0.600 354 42 0 90 17

    40 PENDIENTE 2.480 2.200 1.920 25 14 15 98 45

    41 PENDIENTE 2.455 2.195 1.935 25 10 15 99 8

    42 PENDIENTE 1.870 1.600 1.330 28 19 0 103 6

  • 7/24/2019 Excel Topografia Puente

    2/20

    43 PENDIENTE 1.440 1.200 0.960 26 20 45 101 56

    44 BORDE 1.240 1.000 0.760 30 25 25 106 56

    45 PENDIENTE 1.825 1.595 1.365 27 33 42 101 50

    46 BORDE 1.490 1.300 1.110 27 46 45 103 30

    47 BORDE 1.900 1.700 1.500 31 34 33 108 19

    48 PENDIENTE 0.880 0.700 0.520 28 36 15 106 57

    49 PENDIENTE 0.775 0.605 0.435 32 2 3 110 4150 PENDIENTE 0.660 0.500 0.340 33 38 51 114 50

    51 PENDIENTE 1.343 1.200 1.057 24 59 48 105 54

    52 PENDIENTE 0.420 0.300 0.180 26 14 33 110 4

    53 PENDIENTE 0.925 0.800 0.675 30 57 3 117 13

    54 PENDIENTE 0.680 0.600 0.520 26 27 30 119 36

    55 PENDIENTE 1.060 1.000 0.940 32 11 36 127 3

    56 PENDIENTE 2.545 2.500 2.455 76 39 3 128 57

    57 PENDIENTE 0.935 0.900 0.865 121 23 45 112 14

    58 MALLA 0.970 0.600 0.230 30 47 21 98 56

    59 BORDE 0.830 0.500 0.170 28 52 27 99 3760 BORDE 0.820 0.500 0.180 36 37 27 101 50

    61 MALLA 0.840 0.500 0.160 40 16 9 101 15

    62 PENDIENTE 0.800 0.500 0.200 35 27 21 104 2

    63 BORDE !RADA 0.790 0.500 0.210 34 7 27 105 48

    64 BORDE !RADA 1.170 0.900 0.630 30 38 3 106 25

    65 LOSA TENIS 0.750 0.500 0.250 43 40 33 109 3

    66 BORDE 1.110 0.900 0.690 33 37 36 112 31

    67 LOSA TENIS 0.780 0.600 0.420 44 5 27 119 45

    68 BORDE 1.450 1.300 1.150 47 40 27 127 25

    69 LOSA FUTBOL 0.880 0.700 0.520 74 31 51 118 52

    70 PTO MEDIO LOSA 0.620 0.400 0.180 67 10 33 112 0

    71 BORDE 0.680 0.400 0.120 56 38 27 106 49

    72 BORDE 0.880 0.600 0.320 57 29 3 105 5

    73 MALLA 0.820 0.500 0.180 58 52 45 103 37

    74 TERRENO 0.790 0.500 0.210 68 35 33 105 29

    75 MALLA 0.820 0.500 0.180 77 53 21 103 58

    76 ESQ. LOSA TENIS 0.800 0.500 0.200 78 54 27 105 40

    77 TERRENO 0.790 0.500 0.210 91 22 42 106 3

    78 ESQ.LOSA TENIS 0.640 0.400 0.160 93 0 51 110 21

    79ESQ.LOSA FUTBOL 0.790 0.500 0.210 107 39 12 105 39

    80 BORDE MORRO 0.800 0.500 0.200 108 39 15 104 59

    81 ARRIBA MORRO 0.805 0.500 0.195 111 2 21 103 47

    82 BORDE MORRO 1.525 1.200 0.875 110 12 57 103 56

    83 MALLA 0.825 0.500 0.175 83 24 36 103 54

    84 PTO CAMBIO B 1.200 0.900 0.600 116 24 27 103 21

    1.44 B A

    85 PTO A 1.100 0.800 0.500 0 0 0 0 0

    86 BORDE TALUD 0.760 0.500 0.240 15 7 27 92 18

  • 7/24/2019 Excel Topografia Puente

    3/20

    87 TERRENO 0.722 0.500 0.278 8 26 27 92 39

    88 BORDE TALUD 0.540 0.300 0.060 5 45 27 92 22

    89 BORDE TALUD 0.600 0.400 0.200 346 14 51 93 9

    90 ESQ.LOSA 0.610 0.400 0.190 0 8 21 92 56

    91 TERRENO 0.525 0.400 0.275 337 40 45 95 27

    92 C"O#A 0.545 0.400 0.255 336 14 21 95 27

    93 ESQ.LOSA 0.635 0.500 0.365 336 7 0 96 194 TERRENO 0.450 0.300 0.150 329 41 7 95 41

    95 LOSA 0.770 0.600 0.430 324 14 21 94 30

    96 BORDE TALUD 0.958 0.799 0.640 314 50 27 94 0

    97 LOSA 1.866 1.800 1.733 313 4 3 93 20

    98 LOSA 3.688 3.600 3.512 308 10 39 89 14

    99 LOSA 3.695 3.600 3.505 307 0 51 89 17

    100 TERRENO 3.095 3.000 2.905 325 49 45 89 27

    101 MALLA 0.325 0.275 0.225 120 8 21 100 22

    102 MALLA 0.360 0.300 0.240 148 26 54 103 34

    103 MALLA 0.865 0.795 0.725 182 29 27 99 48104 MALLA 0.480 0.400 0.320 201 58 33 99 36

    105 MALLA 0.505 0.400 0.295 213 4 33 97 41

    106 TERRENO 0.370 0.300 0.230 229 33 39 103 48

    107 TERRENO 0.448 0.400 0.352 185 6 27 108 51

    108 MORRO 0.460 0.400 0.339 272 32 27 103 39

    109 MORRO 0.250 0.200 0.150 288 44 33 98 16

    110 MORRO 3.660 3.605 3.549 301 51 9 84 11

    111 MORRO 1.422 1.400 1.378 330 2 3 104 43

    112 MORRO 1.215 1.200 1.185 291 36 45 95 0

    113 MORRO 0.430 0.400 0.370 243 45 33 122 8

  • 7/24/2019 Excel Topografia Puente

    4/20

    TI

    "

    10

    25

    15

    1535

    20

    40

    40

    45

    0

    45

    20

    5

    150

    0

    5

    20

    25

    50

    35

    5

    5

    540

    50

    55

    45

    0

    5

    35

    45

    30

    0

    5

    45

    30

    55

    57

    0

    51

  • 7/24/2019 Excel Topografia Puente

    5/20

    15

    57

    15

    15

    27

    51

    5721

    51

    9

    21

    21

    3

    9

    15

    42

    453

    33

    0

    18

    45

    42

    57

    33

    51

    0

    27

    30

    33

    9

    57

    57

    18

    18

    33

    39

    6

    54

    3

    57

    51

    0

    21

  • 7/24/2019 Excel Topografia Puente

    6/20

    9

    51

    33

    3

    9

    39

    3521

    51

    45

    51

    45

    51

    45

    3

    18

    570

    9

    45

    45

    33

    51

    3

    57

    15

    39

  • 7/24/2019 Excel Topografia Puente

    7/20

    AI VT EST. PTO DESCRIPCION HS HM HIANG. HORIZ AN

    ' "

    1.50 NM A 0 0 0

    1 $%&. D$ '(%( 1 1.382 1.000 0.382 0 41 10 84

    2 $%&. D$ '(%( 2 1.391 1.000 0.609 35 43 5 83

    3 )(*+, -$ '(%( 3 1.400 1.000 0.600 6 42 30 84

    4 %$&+( 1.397 1.000 0.603 11 54 35 84

    5 '(/( 1.339 1.000 0.661 13 36 35 84

    6 '(/( 1.308 1.000 0.692 14 40 25 84

    7 +/*$%$''+,/ 2.059 1.500 0.441 8 20 15 84

    8 (( 1.281 1.000 0.719 8 45 40 84

    9 ),%*$ 1.128 1.000 0.872 24 0 15 86

    10 (( 1.121 1.000 0.879 10 11 55 86

    11 , -$ $ 1.079 1.000 0.921 7 46 10 86

    12 +/ -$ , $ 1.007 1.000 0.993 338 31 15 9413 ),%*$ -$ (-$( 1.037 1.000 0.963 80 37 40 85

    14 '(%( -$ (- 1 1.034 1.000 0.966 82 51 55 85

    15 '(%( (- 2 1.032 1.000 0.968 103 24 10 87

    16 , -$ (- 1.020 1.000 0.980 217 27 50 98

    17 , -$ (- 1.099 1.000 0.901 197 7 0 94

    18$%&.'(%(.(*./,1 2.126 2.000 0.874 144 22 55 88

    19$%&.'(%(.(*./,.2 1.119 1.000 0.881 167 38 20 92

    20 $%&.'(%(.(*./,.3 1.152 1.000 0.848 172 46 5 91

    21 ),%*$ 1.135 1.000 0.865 177 19 37 92

    22 '(/( 1.136 1.000 0.864 179 51 94 1823 $%&.'(%(.(-1 1.169 1.500 1.331 195 17 5 93

    24 $%&.'(%(.(-2 1.259 1.000 0.741 193 39 5 94

    25 ,1 1.165 1.000 0.835 182 14 35 93

    26 ,.)*,2 1.239 1.500 1.261 184 52 45 92

    27 '(/( 1.249 2.000 1.751 185 15 50 92

    28 '(/( 1.329 1.500 1.171 186 26 45 93

    29 *+, )/*, 1.301 1.000 0.699 191 48 10 93

    30 EJE.C 1.200 1.000 0.588 339 30 25 90

    31CASA CDELESTE 1.250 1.000 0.721 345 43 25 90

    32 VEREDA1 1.300 1.000 0.845 348 20 25 90

    33 VEREDA2 1.280 1.000 0.841 349 32 25 90

    34 VEREDA3 1.320 1.000 0.965 349 57 25 90

    35 VEREDA4 1.330 1.000 0.948 351 6 25 90

    36 VEREDA5 1.340 1.000 0.000 351 8 25 90

    37 POSTE 1.330 1.000 0.670 353 21 25 90

    38 ESQ.CASA 1.400 1.000 0.600 354 42 25 90

    40 PENDIENTE 2.480 2.200 1.920 25 14 27 98

  • 7/24/2019 Excel Topografia Puente

    8/20

    41 PENDIENTE 2.455 2.195 1.935 25 10 15 99

    42 PENDIENTE 1.870 1.600 1.330 28 19 33 103

    43 PENDIENTE 1.440 1.200 0.960 26 20 45 101

    44 BORDE 1.240 1.000 0.760 30 25 25 106

    45 PENDIENTE 1.825 1.595 1.365 27 33 42 101

    46 BORDE 1.490 1.300 1.110 27 46 45 103

    47 BORDE 1.900 1.700 1.500 31 34 33 10848 PENDIENTE 0.880 0.700 0.862 28 36 15 106

    49 PENDIENTE 0.775 0.605 0.859 32 2 3 110

    50 PENDIENTE 0.660 0.500 0.916 33 38 51 114

    51 PENDIENTE 1.343 1.200 0.914 24 59 48 105

    52 PENDIENTE 0.420 0.300 0.932 26 14 33 110

    53 PENDIENTE 0.925 0.800 0.930 30 57 3 117

    54 PENDIENTE 0.680 0.600 0.944 26 27 30 119

    55 PENDIENTE 1.060 1.000 0.952 32 11 36 127

    56 PENDIENTE 2.545 2.500 0.800 76 39 3 128

    57 PENDIENTE 0.935 0.900 0.771 121 23 45 11258 MALLA 0.970 0.600 0.763 30 47 21 98

    59 BORDE 0.830 0.500 0.839 28 52 27 99

    60 BORDE 0.820 0.500 0.892 36 37 27 101

    61 MALLA 0.840 0.500 0.939 40 16 9 101

    62 PENDIENTE 0.800 0.500 0.941 35 27 21 104

    63 BORDE !RADA 0.790 0.500 0.919 34 7 27 105

    64 BORDE !RADA 1.170 0.900 0.919 30 38 3 106

    65 LOSA TENIS 0.750 0.500 0.933 43 40 33 109

    66 BORDE 1.110 0.900 0.781 33 37 36 112

    67 LOSA TENIS 0.780 0.600 0.782 44 5 27 119

    68 BORDE 1.450 1.300 0.942 47 40 27 127

    69 LOSA FUTBOL 0.880 0.700 0.909 74 31 51 118

    70 PTO MEDIO LOSA 0.620 0.400 0.875 67 10 33 112

    71 BORDE 0.680 0.400 0.841 56 38 27 106

    72 BORDE 0.880 0.600 0.320 57 29 3 105

    73 MALLA 0.820 0.500 0.180 58 52 45 103

    74 TERRENO 0.790 0.500 0.210 68 35 33 105

    75 MALLA 0.820 0.500 0.180 77 53 21 103

    76 ESQ. LOSA TENIS 0.800 0.500 0.200 78 54 27 105

    77 TERRENO 0.790 0.500 0.210 91 22 42 106

    78 ESQ.LOSA TENIS 0.640 0.400 0.160 93 0 51 110

    79 ESQ.LOSA FUTBOL 0.790 0.500 0.210 107 39 12 105

    80 BORDE MORRO 0.800 0.500 0.200 108 39 15 104

    81 ARRIBA MORRO 0.805 0.500 0.195 111 2 21 103

    82 BORDE MORRO 1.525 1.200 0.875 110 12 57 103

    83 MALLA 0.825 0.500 0.175 83 24 36 103

    B PTO CAMBIO B 1.412 1.000 0.588 190 38 50 94

    1.50 A B

  • 7/24/2019 Excel Topografia Puente

    9/20

    85 PTO A 1.279 1.000 0.721 0 0 0 99

    86 $%&.'(%(.-$.(- 1.155 1.000 0.845 338 37 30 88

    87 $%& '(%( (- 1.159 1.000 0.841 355 2 20 86

    88 )(%*, 1.035 1.000 0.965 354 28 5 88

    89 ),%*$ 1.052 1.000 0.948 35 35 35 80

    90 $%&.'(%(.(- 1.195 1.000 0.805 184 25 30 94

    91 $%&.'(%( -$ (-,$ 1.215 1.000 0.785 182 4 50 9492 , -$ (- 1.169 1.000 0.831 169 34 35 92

    93 ),%*$ 1.209 1.000 0.791 171 31 45 92

    94 '(%( -$ (-,$ 1.272 1.000 0.728 181 16 45 94

    95 '(%( -$ (- 1.054 1.000 0.946 271 12 55 93

    96 )(/*( -$ -(/, 1.079 1.000 0.921 312 0 10 92

    97 LOSA 1.008 1.000 0.992 351 5 10 93

    98 LOSA 3.688 3.600 3.512 308 10 39 89

    99 LOSA 3.695 3.600 3.505 307 0 51 89

    100 TERRENO 3.095 3.000 2.905 325 49 45 89

    101 MALLA 0.325 0.275 0.225 120 8 21 100102 MALLA 0.360 0.300 0.240 148 26 54 103

    103 MALLA 0.865 0.795 0.725 182 29 27 99

    104 MALLA 0.480 0.400 0.320 201 58 33 99

    105 MALLA 0.505 0.400 0.295 213 4 33 97

    106 TERRENO 0.370 0.300 0.230 229 33 39 103

    107 TERRENO 0.448 0.400 0.352 185 6 27 108

    108 MORRO 0.460 0.400 0.339 272 32 27 103

    109 MORRO 0.250 0.200 0.150 288 44 33 98

    110 MORRO 3.660 3.605 3.549 301 51 9 84

    111 MORRO 1.422 1.400 1.378 330 2 3 104

    112 MORRO 1.215 1.200 1.185 291 36 45 95

    113 MORRO 0.430 0.400 0.370 243 45 33 122

  • 7/24/2019 Excel Topografia Puente

    10/20

    . VERTIDI DH DV ANGULO AZIMUT X

    ' "

    18 0 100 99.0135587 9.88286702 0.68611111 0.68611111 1.18564892

    50 0 78.2 77.2976296 8.351712 35.7180556 35.7180556 45.12613158 35 80 79.166945 8.12098639 6.70833333 6.70833333 9.24790146

    20 45 79.4 78.6292701 7.78472404 11.9097222 11.9097222 16.2267398

    24 40 67.8 67.1569311 6.57164627 13.6097222 13.6097222 15.8024984

    33 50 61.6 61.0471484 5.8094761 14.6736111 14.6736111 15.4640009

    3 35 161.8 160.067034 16.6550527 8.3375 8.3375 23.2103302

    23 55 56.2 55.6645752 5.45932164 8.76111111 8.76111111 8.47855266

    32 30 25.6 25.5068461 1.54144787 24.0041667 24.0041667 10.3762635

    10 0 24.2 24.0918379 1.61425655 10.1986111 10.1986111 4.26572208

    55 40 15.8 15.7546162 0.84557926 7.76944444 7.76944444 2.12982233

    38 50 1.4 1.39080997 -0.11305569 338.520833 338.520833 -0.50926337 20 7.4 7.356883 0.56321111 80.6277778 80.6277778 7.25867764

    28 45 6.8 6.75775268 0.53431915 82.8652778 82.8652778 6.70542639

    14 0 6.4 6.38508886 0.30855947 103.402778 103.402778 6.21118868

    33 25 4 3.91144342 -0.58854401 217.463889 217.463889 -2.37917962

    53 20 19.8 19.656191 -1.68129022 197.116667 197.116667 -5.78517754

    23 20 125.2 125.101032 3.51866756 144.381944 144.381944 72.8562354

    13 5 23.8 23.76435 -0.92043422 167.638889 167.638889 5.08729077

    54 45 30.4 30.3661413 -1.01398086 172.768056 172.768056 3.8226828

    14 5 27 26.958947 -1.05202035 177.326944 177.326944 1.25727628

    25 5 27.2 2.71519005 8.15358279 179.876111 179.876111 0.0058709721 5 -16.2 -16.144636 0.94542299 195.284722 195.284722 4.25598196

    23 30 51.8 51.4962666 -3.95488768 193.651389 193.651389 -12.1538283

    21 5 33 32.8872224 -1.92586164 182.243056 182.243056 -1.28716331

    40 15 -2.2 -2.195223 0.10240414 184.879167 184.879167 0.18671389

    44 40 -50.2 -50.084911 2.40088322 185.263889 185.263889 4.59494025

    48 50 15.8 15.7300953 -1.04862174 186.445833 186.445833 -1.76592112

    40 30 60.2 59.9526737 -3.85069755 191.802778 191.802778 -12.2629302

    20 5 61.2 61.1979113 -0.35752256 339.506944 339.506944 -21.4250124

    20 35 52.9 52.8981036 -0.31672848 345.723611 345.723611 -13.0446548

    20 45 45.5 45.4983423 -0.27462816 348.340278 348.340278 -9.19516364

    20 30 43.9 43.8984389 -0.26177864 349.540278 349.540278 -7.96951015

    20 0 35.5 35.4987985 -0.20652597 349.956944 349.956944 -6.19057062

    20 5 38.2 38.1986963 -0.22315951 351.106944 351.106944 -5.90516095

    20 45 134 133.995118 -0.80879502 351.140278 351.140278 -20.6373696

    20 30 66 65.9976531 -0.39356242 353.356944 353.356944 -7.63484604

    20 55 80 79.9970384 -0.48674092 354.706944 354.706944 -7.37971892

    0 0 0 0 0 0

    45 57 56 54.699417 -8.43452011 25.2408333 25.2408333 23.325146

  • 7/24/2019 Excel Topografia Puente

    11/20

    8 0 52 50.6898077 -8.14944129 25.1708333 25.1708333 21.5593196

    6 51 54 51.2200781 -11.9326366 28.3258333 28.3258333 24.3031663

    56 15 48 45.9463355 -9.71382311 26.3458333 26.3458333 20.3904409

    56 57 48 43.9206842 -13.3853032 30.4236111 30.4236111 22.2409582

    50 15 46 44.0642714 -9.23560872 27.5616667 27.5616667 20.3886716

    30 15 38 35.9278692 -8.62828165 27.7791667 27.7791667 16.7447212

    19 27 40 36.0462846 -11.938038 31.5758333 31.5758333 18.874793857 51 1.8 1.64676274 -0.50233994 28.6041667 28.6041667 0.78839706

    41 57 -8.4 -7.3505473 2.77741819 32.0341667 32.0341667 -3.89891315

    50 21 -25.6 -21.0826 9.75902321 33.6475 33.6475 -11.6814867

    54 51 42.9 39.6746065 -11.3122154 24.9966667 24.9966667 16.7651213

    4 9 -51.2 -45.170951 16.5026624 26.2425 26.2425 -19.9732976

    13 21 -0.5 -0.395371 0.20338943 30.9508333 30.9508333 -0.20334025

    36 21 -26.4 -19.956657 11.3396467 26.4583333 26.4583333 -8.89162625

    3 3 10.8 6.87922871 -5.1934461 32.1933333 32.1933333 3.66510043

    57 9 174.5 105.531775 -85.3131831 76.6508333 76.6508333 102.680423

    14 15 16.4 14.0511609 -5.74490346 121.395833 121.395833 11.99391256 42 20.7 20.1995571 -3.17942197 30.7891667 30.7891667 10.3397583

    37 45 -0.9 -0.8748185 0.14842258 28.8741667 28.8741667 -0.422439

    50 3 -7.2 -6.8971846 1.4451899 36.6241667 36.6241667 -4.11460816

    15 33 -9.9 -9.5225973 1.89574621 40.2691667 40.2691667 -6.15520942

    2 0 -14.1 -13.270925 3.31701514 35.4558333 35.4558333 -7.69813486

    48 18 -12.9 -11.943049 3.38066786 34.1241667 34.1241667 -6.69990956

    25 45 25.1 23.0921839 -6.80917466 30.6341667 30.6341667 11.7667286

    3 42 -18.3 -16.348156 5.64881013 43.6758333 43.6758333 -11.289667

    31 57 32.9 28.0687031 -11.645095 33.6266667 33.6266667 15.5438625

    45 33 -0.2 -0.1507263 0.08617915 44.0908333 44.0908333 -0.10487502

    25 51 50.8 32.03322 -24.5185724 47.6741667 47.6741667 23.6830428

    52 0 -2.9 -2.2240977 1.22608022 74.5308333 74.5308333 -2.14352785

    0 27 -25.5 -21.919263 8.85929503 67.1758333 67.1758333 -20.2029768

    49 30 -16.1 -14.751126 4.4606515 56.6408333 56.6408333 -12.3207299

    5 33 56 52.203381 -14.0782226 57.4841667 57.4841667 44.0201321

    37 9 64 60.4515314 -14.6461722 58.8791667 58.8791667 51.7512993

    29 57 58 53.8582862 -14.9353811 68.5925 68.5925 50.1424978

    58 57 64 60.2634948 -15.0058276 77.8891667 77.8891667 58.9222454

    40 18 60 55.6219701 -15.604956 78.9075 78.9075 54.5828324

    3 18 58 53.5638457 -15.4148462 91.3783333 91.3783333 53.5483474

    21 33 48 42.1902154 -15.6561829 93.0141667 93.0141667 42.1318479

    39 39 58 53.773607 -15.0754236 107.653333 107.653333 51.2413431

    59 6 60 55.9886125 -14.9863944 108.654167 108.654167 53.0473318

    47 54 61 57.5300312 -14.1289566 111.039167 111.039167 53.6948051

    56 3 65 61.2307837 -15.1918421 110.215833 110.215833 57.4588184

    54 57 65 61.2404999 -15.1734526 83.41 83.41 60.8358723

    7 20 82.4 81.9742102 -5.90794247 190.647222 190.647222 -15.1456704

  • 7/24/2019 Excel Topografia Puente

    12/20

    17 20 55.8 54.3461881 -8.88870822 0 0

    29 9 31 30.9783547 0.81886162 338.625 349.272222 -5.7664032

    57 30 31.8 31.7104641 1.68499973 355.038889 365.686111 3.14182644

    54 55 7 6.99749136 0.13249216 354.468056 365.115278 0.62389553

    32 30 10.4 10.1191537 1.68580157 35.5930556 46.2402778 7.30852448

    40 40 39 38.7406219 -3.16993223 184.425 195.072222 -10.073972

    58 30 43 42.6766167 -3.71495715 182.080556 192.727778 -9.402475159 10 33.8 33.7082745 -1.75838235 169.576389 180.223611 -0.13155464

    50 15 41.8 41.6975652 -2.06670832 171.529167 182.176389 -1.58350748

    12 20 54.4 54.1074364 -3.97867649 181.279167 191.926389 -11.1815635

    19 50 10.8 10.7635479 -0.62638167 271.215278 281.8625 -10.5336787

    42 45 15.8 15.7646144 -0.74688733 312.002778 322.65 -9.56411331

    32 35 1.6 1.5938895 -0.09868874 351.086111 361.733333 0.04821159

    14 45 17.6 17.5969509 0.23163661 308.1775 318.824722 -11.585212

    17 51 19 18.9971439 0.23293448 307.014167 317.661389 -12.7947814

    27 45 19 18.9983279 0.17823129 325.829167 336.476389 -7.58274464

    22 3 10 9.67613965 -1.77023104 120.139167 130.786389 7.3262916634 18 12 11.3392081 -2.73730832 148.448333 159.095556 4.04594811

    48 57 14 13.5931034 -2.35180527 182.490833 193.138056 -3.08968748

    36 0 16 15.555011 -2.63093317 201.975833 212.623056 -8.38585792

    41 9 21 20.6243794 -2.78333297 213.075833 223.723056 -14.2550198

    48 45 14 13.2020094 -3.24577869 229.560833 240.208056 -11.45717

    51 45 9.6 8.59659182 -2.93698665 185.1075 195.754722 -2.33414466

    39 33 12.1 11.4252461 -2.7765499 272.540833 283.188056 -11.1239222

    16 51 10 9.79256749 -1.42523572 288.7425 299.389722 -8.53228223

    11 3 11.1 10.986025 1.11898706 301.8525 312.499722 -8.09978325

    43 57 4.4 4.11544394 -1.08216196 330.034167 340.681389 -1.36147506

    0 15 3 2.97717373 -0.26068712 291.6125 302.259722 -2.51760905

    8 39 6 4.30152766 -2.7029661 243.759167 254.406389 -4.14319939

  • 7/24/2019 Excel Topografia Puente

    13/20

    Y X(ESTE) Y(NORTE) COTA

    4767!. #66!#. $$%.

    99.0064596 476740.19 8663197.01 3,235.383

    62.7579142 476784.13 8663160.76 3,233.85278.624942 476748.25 8663176.62 3,233.621

    76.936695 476755.23 8663174.94 3,233.285

    65.2712374 476754.80 8663163.27 3,232.072

    59.0560666 476754.46 8663157.06 3,231.309

    158.375301 476762.21 8663256.38 3,241.655

    55.0150805 476747.48 8663153.02 3,230.959

    23.3009089 476749.38 8663121.30 3,227.041

    23.7111844 476743.27 8663121.71 3,227.114

    15.60999 476741.13 8663113.61 3,226.346

    1.29421929 476738.49 8663099.29 3,225.3871.19805103 476746.26 8663099.20 3,226.063

    0.83933197 476745.71 8663098.84 3,226.034

    -1.48003209 476745.21 8663096.52 3,225.809

    -3.10465681 476736.62 8663094.90 3,224.911

    -18.785568 476733.21 8663079.21 3,223.819

    -101.69679 476811.86 8662996.30 3,228.019

    -23.2134401 476744.09 8663074.79 3,224.580

    -30.1245686 476742.82 8663067.88 3,224.486

    -26.9296134 476740.26 8663071.07 3,224.448

    -2.7151837 476739.01 8663095.28 3,233.65415.5735642 476743.26 8663113.57 3,225.945

    -50.0414821 476726.85 8663047.96 3,221.545

    -32.8620238 476737.71 8663065.14 3,223.574

    2.18726813 476739.19 8663100.19 3,225.102

    49.8736884 476743.59 8663147.87 3,226.901

    -15.6306564 476737.23 8663082.37 3,223.951

    -58.6851227 476726.74 8663039.31 3,221.649

    57.3249788 476717.57 8663155.32 3,225.142

    51.2644745 476725.96 8663149.26 3,225.183

    44.5594897 476729.80 8663142.56 3,225.225

    43.1689686 476731.03 8663141.17 3,225.238

    34.9548498 476732.81 8663132.95 3,225.293

    37.7394949 476733.09 8663135.74 3,225.277

    132.396339 476718.36 8663230.40 3,224.691

    65.5545524 476731.37 8663163.55 3,225.106

    79.655922 476731.62 8663177.66 3,225.013

    0 476739.00 8663098.00 3,226.500

    49.4769016 476762.33 8663147.48 3,215.865

  • 7/24/2019 Excel Topografia Puente

    14/20

    45.8764901 476760.56 8663143.88 3,216.156

    45.0871657 476763.30 8663143.09 3,212.967

    41.1739683 476759.39 8663139.17 3,215.586

    37.8730284 476761.24 8663135.87 3,212.115

    39.0635647 476759.39 8663137.06 3,215.669

    31.7872002 476755.74 8663129.79 3,216.572

    30.7095553 476757.87 8663128.71 3,212.8621.44577232 476739.79 8663099.45 3,225.298

    -6.23129374 476735.10 8663091.77 3,228.672

    -17.5504672 476727.32 8663080.45 3,235.759

    35.9583802 476755.77 8663133.96 3,213.988

    -40.5152097 476719.03 8663057.48 3,242.703

    -0.33907375 476738.80 8663097.66 3,225.903

    -17.866369 476730.11 8663080.13 3,237.240

    5.82158282 476742.67 8663103.82 3,220.307

    24.3656781 476841.68 8663122.37 3,138.687

    -7.31991798 476750.99 8663090.68 3,219.85517.3525648 476749.34 8663115.35 3,222.721

    -0.76606309 476738.58 8663097.23 3,226.148

    -5.53544531 476734.89 8663092.46 3,227.445

    -7.26589683 476732.84 8663090.73 3,227.896

    -10.8100035 476731.30 8663087.19 3,229.317

    -9.8867399 476732.30 8663088.11 3,229.381

    19.8693999 476750.77 8663117.87 3,218.791

    -11.8239423 476727.71 8663086.18 3,231.649

    23.3717871 476754.54 8663121.37 3,213.955

    -0.10825727 476738.90 8663097.89 3,225.986

    21.5694382 476762.68 8663119.57 3,200.681

    -0.59321083 476736.86 8663097.41 3,227.026

    -8.50257834 476718.80 8663089.50 3,234.959

    -8.11143207 476726.68 8663089.89 3,230.561

    28.0610219 476783.02 8663126.06 3,211.822

    31.2440501 476790.75 8663129.24 3,211.354

    19.6582021 476789.14 8663117.66 3,211.065

    12.6434883 476797.92 8663110.64 3,210.994

    10.7013063 476793.58 8663108.70 3,210.395

    -1.28843196 476792.55 8663096.71 3,210.585

    -2.21848264 476781.13 8663095.78 3,210.444

    -16.3072243 476790.24 8663081.69 3,210.925

    -17.9082474 476792.05 8663080.09 3,211.014

    -20.6536292 476792.69 8663077.35 3,211.871

    -21.1587585 476796.46 8663076.84 3,210.108

    7.0281908 476799.84 8663105.03 3,210.827

    -80.5628935 476723.85 8663017.44 3,219.592

  • 7/24/2019 Excel Topografia Puente

    15/20

    54.3461881 4767!. #66!#. $$%.

    30.4369357 476718.09 8663047.87 3,220.91

    31.5544365 476727.00 8663048.99 3,221.78

    6.96962264 476724.48 8663024.41 3,220.22

    6.99876714 476731.16 8663024.44 3,221.78

    -37.4078985 476713.78 8662980.03 3,216.92

    -41.6279602 476714.45 8662975.81 3,216.38-33.7080178 476723.72 8662983.73 3,218.33

    -41.6674867 476722.27 8662975.77 3,218.03

    -52.9394684 476712.67 8662964.50 3,216.11

    2.21259482 476713.32 8663019.65 3,219.47

    12.5319912 476714.29 8663029.97 3,219.35

    1.59316018 476723.90 8663019.03 3,219.99

    13.2452082 476712.27 8663030.68 3,217.72

    14.0422592 476711.06 8663031.48 3,217.72

    17.4194847 476716.27 8663034.86 3,218.27

    -6.32084877 476731.18 8663011.12 3,219.05-10.5928251 476727.90 8663006.84 3,218.05

    -13.2373068 476720.76 8663004.20 3,217.95

    -13.1009829 476715.47 8663004.34 3,218.06

    -14.9050137 476709.60 8663002.53 3,217.91

    -6.55944414 476712.40 8663010.88 3,217.55

    -8.27364246 476721.52 8663009.16 3,217.76

    2.60664594 476712.73 8663020.04 3,217.92

    4.80567769 476715.32 8663022.24 3,219.47

    7.42201165 476715.75 8663024.86 3,218.61

    3.88371787 476722.49 8663021.32 3,218.61

    1.58909034 476721.34 8663019.03 3,219.63

    -1.15630406 476719.71 8663016.28 3,217.99

  • 7/24/2019 Excel Topografia Puente

    16/20

    PUNTO NORTE ESTE COTA DESCRIPCION

    0 8663098.00 476739.00 3225.00 0

    1 8663197.01 476740.19 3235.38 esq. De casa 1

    2 8663160.76 476784.13 3233.85 esq. De casa 2

    3 8663176.62 476748.25 3233.62 a!"# $e casa 3

    4 8663174.94 476755.23 3233.28 seq%"a

    5 8663163.27 476754.80 3232.07 ca&a'6 8663157.06 476754.46 3231.31 ca&a'

    7 8663114.49 476798.56 3224.55 "&!e(secc"#&

    8 8663153.02 476747.48 3230.96 )(a*a

    9 8663121.30 476749.38 3227.04 #s!e

    10 8663121.71 476743.27 3227.11 )(a*a

    11 8663113.61 476741.13 3226.35 *%(# $e (e+

    12 8663099.29 476738.49 3225.39 & $e *%(# (e+

    13 8663099.20 476746.26 3226.06#s!e $e *a$e(a

    14 8663098.84 476745.71 3226.03 casa $e a$ 1

    15 8663096.52 476745.21 3225.81 casa a$ 216 8663094.90 476736.62 3224.91 *%(# $e a$

    17 8663079.21 476733.21 3223.82 *%(# $e a$

    18 8662996.30 476811.86 3228.02esq.casa.*a!.

    19 8663074.79 476744.09 3224.58esq.casa.*a!..2

    20 8663067.88 476742.82 3224.49esq.casa.*a!..3

    21 8663071.07 476740.26 3224.45 #s!e

    22 8663095.28 476739.01 3233.65 ca&a'

    23 8663113.57 476743.26 3225.95esq.casa.a$1

    24 8663047.96 476726.85 3221.55esq.casa.a$2

    25 8663065.14 476737.71 3223.57 *%(#1

    26 8663100.19 476739.19 3225.10 *%(#.!#2

    27 8663147.87 476743.59 3226.90 ca&a'

    28 8663082.37 476737.23 3223.95 ca&a'

    29 8663039.31 476726.74 3221.65 %'!"*# %&!#

    30 8663155.32 476717.57 3225.14 EE.C

    31 8663149.26 476725.96 3225.18CASA CDE/ESTE

    32 8663142.56 476729.80 3225.23 EREDA1

    33 8663141.17 476731.03 3225.24 EREDA2

    34 8663132.95 476732.81 3225.29 EREDA3

    35 8663135.74 476733.09 3225.28 EREDA4

    36 8663230.40 476718.36 3224.69 EREDA5

    37 8663163.55 476731.37 3225.11 POSTE

    38 8663177.66 476731.62 3225.01 ES.CASA

    0 8663098.00 476739.00 3226.50 0

    40 8663147.48 476762.33 3215.87 PENDIENTE

    41 8663143.88 476760.56 3216.16 PENDIENTE

    42 8663143.09 476763.30 3212.97 PENDIENTE

    43 8663139.17 476759.39 3215.59 PENDIENTE

  • 7/24/2019 Excel Topografia Puente

    17/20

    44 8663135.87 476761.24 3212.11 ORDE

    45 8663137.06 476759.39 3215.67 PENDIENTE

    46 8663129.79 476755.74 3216.57 ORDE

    47 8663128.71 476757.87 3212.86 ORDE

    48 8663099.45 476739.79 3225.30 PENDIENTE

    49 8663091.77 476735.10 3228.67 PENDIENTE

    50 8663080.45 476727.32 3235.76 PENDIENTE51 8663133.96 476755.77 3213.99 PENDIENTE

    52 8663057.48 476719.03 3242.70 PENDIENTE

    53 8663097.66 476738.80 3225.90 PENDIENTE

    54 8663080.13 476730.11 3237.24 PENDIENTE

    55 8663103.82 476742.67 3220.31 PENDIENTE

    56 8663122.37 476841.68 3138.69 PENDIENTE

    57 8663090.68 476750.99 3219.86 PENDIENTE

    58 8663115.35 476749.34 3222.72 A//A

    59 8663097.23 476738.58 3226.15 ORDE

    60 8663092.46 476734.89 3227.45 ORDE61 8663090.73 476732.84 3227.90 A//A

    62 8663087.19 476731.30 3229.32 PENDIENTE

    63 8663088.11 476732.30 3229.38 ORDE RADA

    64 8663117.87 476750.77 3218.79 ORDE RADA

    65 8663086.18 476727.71 3231.65 /OSA TENIS

    66 8663121.37 476754.54 3213.95 ORDE

    67 8663097.89 476738.90 3225.99 /OSA TENIS

    68 8663119.57 476762.68 3200.68 ORDE

    69 8663097.41 476736.86 3227.03 /OSA UTO/

    70 8663089.50 476718.80 3234.96 PTO EDIO /OSA

    71 8663089.89 476726.68 3230.56 ORDE

    72 8663126.06 476783.02 3211.82 ORDE

    73 8663129.24 476790.75 3211.35 A//A

    74 8663117.66 476789.14 3211.06 TERRENO

    75 8663110.64 476797.92 3210.99 A//A

    76 8663108.70 476793.58 3210.40ES. /OSA TENIS

    77 8663096.71 476792.55 3210.59 TERRENO

    78 8663095.78 476781.13 3210.44ES./OSA TENIS

    79 8663081.69 476790.24 3210.92ES./OSA UTO/

    80 8663080.09 476792.05 3211.01 ORDE ORRO

    81 8663077.35 476792.69 3211.87 ARRIA ORRO

    82 8663076.84 476796.46 3210.11 ORDE ORRO

    83 8663105.03 476799.84 3210.83 A//A

    8663017.44 476723.85 3219.59 PTO CAIO

    0 0.00 0.00 0.00 0

    85 8663098.00 476739.00 3225.00 PTO A

    86 8663047.87 476718.09 3220.91esq.casa.$e.a$

    87 8663048.99 476727.00 3221.78 esq% casa a$

  • 7/24/2019 Excel Topografia Puente

    18/20

    88 8663024.41 476724.48 3220.22 as!#

    89 8663024.44 476731.16 3221.78 #s!e

    90 8662980.03 476713.78 3216.92 esq.casa.a$

    91 8662975.81 476714.45 3216.38esq.casa $e a$#e

    92 8662983.73 476723.72 3218.33 *%(# $e a$

    93 8662975.77 476722.27 3218.03 #s!e

    94 8662964.50 476712.67 3216.11 casa $e a$#e95 8663019.65 476713.32 3219.47 casa $e a$

    96 8663029.97 476714.29 3219.35'a&!a $e $%(a

    97 8663019.03 476723.90 3219.99 /OSA

    98 8663030.68 476712.27 3217.72 /OSA

    99 8663031.48 476711.06 3217.72 /OSA

    100 8663034.86 476716.27 3218.27 TERRENO

    101 8663011.12 476731.18 3219.05 A//A

    102 8663006.84 476727.90 3218.05 A//A

    103 8663004.20 476720.76 3217.95 A//A

    104 8663004.34 476715.47 3218.06 A//A105 8663002.53 476709.60 3217.91 A//A

    106 8663010.88 476712.40 3217.55 TERRENO

    107 8663009.16 476721.52 3217.76 TERRENO

    108 8663020.04 476712.73 3217.92 ORRO

    109 8663022.24 476715.32 3219.47 ORRO

    110 8663024.86 476715.75 3218.61 ORRO

    111 8663021.32 476722.49 3218.61 ORRO

    112 8663019.03 476721.34 3219.63 ORRO

    113 8663016.28 476719.71 3217.99 ORRO

  • 7/24/2019 Excel Topografia Puente

    19/20

    GANE DINERO

    NOMBRE: G

    PAIS:

    FACEBOOK:

    E

    :::.+ace##;.

    :::.(

    http://www.facebook.com/gabriel.ramoshinojosahttp://www.redesunetenet.com/http://www.redesunetenet.com/http://www.facebook.com/gabriel.ramoshinojosa
  • 7/24/2019 Excel Topografia Puente

    20/20

    POR INTERNET

    abriel Paul Ramos

    PERU

    c#*#sa

    $es%&e!e&e!.c#*

    http://www.facebook.com/gabriel.ramoshinojosahttp://www.redesunetenet.com/http://www.redesunetenet.com/http://www.facebook.com/gabriel.ramoshinojosa