Curva Y Perfiles De Una Carretera DWG Block for AutoCAD

Curva Y Perfiles De Una Carretera DWG Block for AutoCAD

Set of planes , work in university, contain contour of profiles from road by Km. Shoun to proper levels of such

Drawing labels, details, and other text information extracted from the CAD file:

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, cuadro de curvas horizontales, sent., deflex., tang., radio, l.c., ext., p.c., p.i., p.t., este, norte, der, eje final, left, cota de terreno, cota de rasante, altura de relleno, altura de corte, alineamiento, kilometraje, pendiente, izq

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR 32 25 CUADRO DE CURVAS HORIZONTALES C N° Sent. Deflex. TANG. RADIO L.C. Ext. P.C. P.I. P.T. ESTE NORTE 1 DER 0°00'00'' 0.000'' 0.000'' 0.000'' 0.000'' 0.000'' 0.000'' 0.000'' 0.000'' 0.000'' 1 40.000 45.000 45.000 45.000 45.000 50.000 50.000 35.000 35.000 35.000 40.000 40.000 40.000 40.000 \A1;180.0000m LCV 35.000 40.000 40.000 40.000 45.000 45.000 45.000 45.000 \A1;120.0000m LCV 40.000 40.000 40.000 \A1;135.0000m LCV 40.000 40.000 40.000 40.000 \A1;200.0000m LCV Eje Final PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 20.00000000000000 20.00000000000000 20.00000000000000 6.384387694055468E+005 9.241612903217040E+006 30.00000000000000 0.000000000000000 6007.900548603691 LEFT PEGLT PEGRT PDGL PDGR 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 PC = 0+002.040 PT = 0+443.091 629850E 9242650N 629850E 9242750N 629850E 9242950N 629950E 9242650N 629950E 9242750N 629950E 9242850N 629950E 9242950N 630050E 9242650N 630050E 9242750N 630050E 9242850N 630050E 9242950N 630150E 9242750N 630150E 9242850N 630150E 9242950N 630250E 9242650N 630250E 9242750N 630250E 9242850N 630250E 9242950N 630350E 9242650N 630350E 9242750N 630350E 9242850N 630350E 9242950N 630450E 9242650N 630450E 9242750N 630450E 9242850N 630450E 9242950N 630550E 9242650N 630550E 9242850N 630550E 9242950N 630650E 9242650N 630650E 9242750N 630650E 9242850N 630650E 9242950N 630750E 9242650N 630750E 9242750N 630750E 9242850N 630750E 9242950N 32 36 40 44 48 52 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 50.000 50.069 49.933 49.336 48.280 47.024 47.836 48.633 49.146 49.375 49.584 49.485 49.366 49.207 49.026 48.850 48.645 48.422 48.013 47.418 46.812 46.774 46.843 46.318 45.097 43.877 45.099 46.322 46.752 46.390 46.028 45.986 45.943 45.916 45.905 45.893 45.732 45.571 45.427 45.298 45.169 45.227 45.286 45.446 44.737 43.507 42.886 42.265 41.645 41.024 40.403 -1.047% 50.000 49.791 49.581 49.372 49.163 48.953 48.744 48.535 48.325 48.116 47.907 47.697 47.488 47.279 47.069 46.860 46.651 46.441 46.232 46.023 45.813 45.604 45.395 45.185 44.976 44.767 44.557 44.348 44.139 43.929 43.720 43.511 43.301 43.092 42.883 42.673 42.464 42.255 42.045 41.836 41.627 41.417 41.208 40.999 40.789 40.580 40.371 40.161 39.952 39.742 39.533 COTA DE TERRENO COTA DE RASANTE ALTURA DE RELLENO ALTURA DE CORTE ALINEAMIENTO KILOMETRAJE 0.000 0.278 0.352 0.036 0.883 1.929 0.908 0.098 0.821 1.259 1.677 1.788 1.878 1.928 1.957 1.990 1.994 1.981 1.781 1.395 0.999 1.170 1.448 1.133 0.121 0.890 0.542 1.974 2.613 2.461 2.308 2.475 2.642 2.824 3.022 3.220 3.268 3.316 3.382 3.462 3.542 3.810 4.078 4.447 3.948 2.927 2.515 2.104 1.693 1.282 0.870 PI - N° 01 R = 308.00 m. PENDIENTE -1.047 % 1285.091 m. PI1 56 60 1 IZQ 82º2'48'' 267.960 308.000 441.051 100.248 2.040 270.000 443.091 629944.779 9242616.104 2 DER 100º9'56'' 717.152 600.000 1048.930 335.044 1699.616 2416.768 2748.546 632137.052 9243083.949 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080 PC = 1+699.616 630750E 9242650N 630750E 9242750N 630750E 9242850N 630750E 9242950N 630850E 9242650N 630850E 9242750N 630850E 9242850N 630850E 9242950N 630950E 9242650N 630950E 9242750N 630950E 9242850N 630950E 9242950N 630950E 9243050N 631050E 9242750N 631050E 9242850N 631050E 9242950N 631050E 9243050N 631150E 9242750N 631150E 9242950N 631150E 9243050N 631250E 9242750N 631250E 9242850N 631250E 9242950N 631250E 9243050N 631350E 9242750N 631350E 9242850N 631350E 9242950N 631350E 9243050N 631450E 9242850N 631450E 9242950N 631450E 9243050N 631450E 9243150N 631550E 9242850N 631550E 9243050N 631550E 9243150N 631650E 9242850N 631650E 9242950N 631650E 9243050N 631650E 9243150N 631750E 9242850N 631750E 9242950N 631750E 9243050N 32 36 40 44 48 52 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 1+840 1+880 1+920 1+960 2+000 40.403 40.045 39.687 38.912 37.719 36.527 36.563 36.600 36.400 35.965 35.529 35.139 34.749 34.805 35.308 35.811 35.545 35.278 34.973 34.630 34.286 36.639 38.992 40.261 40.447 40.633 40.651 40.670 41.038 41.755 42.473 42.365 42.257 42.073 41.814 41.553 41.559 41.320 40.644 39.695 38.748 38.899 39.056 39.468 40.124 40.771 39.735 38.691 38.792 40.129 41.587 115.235 180.000000 180.0000m LCV K = 115.235 A.. = 1.562 COTA PIV = 36.549 KM. PIV = 1+285.091 KM. PUNTO MAS BAJO = 1+315.705 COTA PUNTO MAS BAJO = 36.860 KM. PCV: 1+195.091 COTA PCV: 37.491 KM. PTV: 1+375.091 COTA PTV: 37.013 37.441 37.257 37.109 36.995 36.915 36.871 36.861 36.886 36.945 39.533 39.324 39.114 38.905 38.696 38.486 38.277 38.068 37.858 37.649 37.038 37.141 37.244 37.347 37.451 37.554 37.657 37.760 37.863 37.966 38.069 38.172 38.275 38.378 38.481 38.584 38.687 38.790 38.894 38.997 39.100 39.203 39.306 39.409 39.512 39.615 39.718 39.821 39.924 40.027 40.130 40.233 COTA DE TERRENO COTA DE RASANTE ALTURA DE RELLENO ALTURA DE CORTE ALINEAMIENTO KILOMETRAJE 0.870 0.721 0.573 0.007 0.977 1.959 1.714 1.468 1.458 1.684 1.912 2.118 2.360 2.190 1.607 1.060 1.316 1.608 1.972 2.408 2.855 0.605 1.645 2.810 2.893 2.976 2.891 2.807 3.072 3.686 4.301 4.090 3.879 3.592 3.230 2.866 2.769 2.426 1.647 0.595 0.455 0.407 0.353 0.044 0.509 1.053 0.086 1.233 1.235 0.001 1.354 PENDIENTE 56 60 -1.047% 0.515% 2 DER 100º9'56'' 717.152 600.000 1048.930 335.044 1699.616 2416.768 2748.546 632137.052 9243083.949 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540 2+560 2+580 2+600 2+620 2+640 2+660 2+680 2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+020 3+040 3+060 3+080 PT = 2+748.546 631650E 9242950N 631750E 9242750N 631750E 9242850N 631750E 9242950N 631750E 9243050N 631850E 9242550N 631850E 9242650N 631850E 9242750N 631850E 9242850N 631850E 9242950N 631850E 9243050N 631950E 9242350N 631950E 9242450N 631950E 9242550N 631950E 9242650N 631950E 9242750N 631950E 9242850N 631950E 9242950N 631950E 9243050N 632050E 9242150N 632050E 9242250N 632050E 9242350N 632050E 9242450N 632050E 9242550N 632050E 9242650N 632050E 9242750N 632050E 9242850N 632150E 9242550N 632150E 9242650N 632250E 9242150N 632250E 9242250N 632250E 9242350N 632250E 9242450N 632350E 9242150N 632350E 9242250N 32 36 40 44 48 52 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 41.587 41.644 41.708 41.896 42.208 42.527 42.831 43.137 43.998 45.410 46.818 47.276 47.734 47.580 46.809 46.032 45.597 45.166 44.629 43.984 43.339 43.429 43.521 43.482 43.306 43.125 43.131 43.130 43.089 43.014 42.939 42.728 42.522 42.533 42.761 42.994 42.597 42.189 41.144 39.467 37.791 37.440 37.089 36.956 37.042 37.128 41.052 44.358 42.952 43.105 43.258 134.853 165.000000 \A1;165.0000m LCV K = 134.853 A. = -1.224 COTA PIV = 45.169 KM PIV = 2+957.661 KM PUNTO MAS ALTO = 2+944.657 COTA PUNTO MAS ALTO = 44.923 KM PCV: 2+875.161 COTA PCV: 44.743 44.768 44.849 44.900 44.922 44.914 44.876 44.809 0.515% 40.233 40.336 40.440 40.543 40.646 40.749 40.852 40.955 41.058 41.161 41.264 41.367 41.470 41.573 41.676 41.779 41.883 41.986 42.089 42.192 42.295 42.398 42.501 42.604 42.707 42.810 42.913 43.016 43.119 43.222 43.325 43.429 43.532 43.635 43.738 43.841 43.944 44.047 44.150 44.253 44.356 44.459 44.562 44.665 COTA DE TERRENO COTA DE RASANTE ALTURA DE RELLENO ALTURA DE CORTE ALINEAMIENTO KILOMETRAJE 1.354 1.308 1.268 1.353 1.562 1.778 1.979 2.182 2.940 4.249 5.554 5.909 6.264 6.007 5.133 4.253 3.714 3.180 2.540 1.792 1.044 1.031 1.020 0.878 0.599 0.315 0.218 0.114 0.030 0.208 0.386 0.701 1.010 1.102 0.977 0.847 1.347 1.858 3.006 4.786 6.565 7.019 7.473 7.709 7.726 7.721 3.848 0.564 1.962 1.771 1.551 PI - N° 02 R = 600.00 m. PENDIENTE +0.515 % 1659.566 m. 56 60 40.000 2+960 2+980 3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260 3+280 3+300 3+320 3+340 3+360 3+380 3+400 3+420 3+440 3+460 3+480 3+500 3+520 3+540 3+560 3+580 3+600 3+620 3+640 3+660 3+680 3+700 3+720 3+740 3+760 3+780 3+800 3+820 3+840 3+860 3+880 3+900 3+920 3+940 3+960 3+980 4+000 632050E 9241150N 632050E 9241250N 632050E 9241350N 632050E 9241450N 632050E 9241550N 632050E 9241650N 632050E 9241750N 632050E 9241850N 632050E 9241950N 632050E 9242050N 632050E 9242150N 632150E 9241150N 632150E 9241250N 632150E 9241350N 632150E 9241450N 632150E 9241550N 632150E 9241650N 632250E 9241150N 632250E 9241250N 632250E 9241350N 632250E 9241450N 632250E 9241550N 632250E 9241650N 632250E 9241750N 632250E 9241850N 632250E 9241950N 632250E 9242050N 632250E 9242150N 32 36 40 44 48 52 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+280 3+320 3+360 3+400 3+440 3+480 3+520 3+560 3+600 3+640 3+680 3+720 3+760 3+800 3+840 3+880 3+920 3+960 4+000 43.258 42.780 42.303 42.111 42.206 42.300 42.130 41.961 41.731 41.441 41.151 41.591 42.030 42.280 42.339 42.399 42.410 42.421 42.619 43.002 43.385 43.234 43.083 42.924 42.755 42.586 43.186 43.787 44.079 44.062 44.046 44.277 44.508 44.462 44.139 43.816 43.356 42.897 42.617 42.516 42.415 41.693 40.972 40.943 41.607 42.271 42.578 42.885 43.004 42.935 42.866 94.340 120.000000 KM PTV: 3+040.161 COTA PTV: 44.584 44.809 44.712 44.586 120.0000m LCV K = 94.340 A. = 1.272 COTA PIV = 39.727 KM. PIV = 3+726.050 KM. PUNTO MAS BAJO = 3+732.863 COTA PUNTO MAS BAJO = 39.915 KM. PCV: 3+666.050 COTA PCV: 40.152 KM. PTV: 3+786.050 COTA PTV: 40.065 40.063 39.972 39.924 39.918 39.954 40.033 -0.708% 44.444 44.302 44.161 44.019 43.877 43.736 43.594 43.452 43.311 43.169 43.027 42.886 42.744 42.603 42.461 42.319 42.178 42.036 41.894 41.753 41.611 41.469 41.328 41.186 41.044 40.903 40.761 40.620 40.478 40.336 40.195 40.144 40.257 40.369 40.482 40.595 40.708 40.820 40.933 41.046 41.159 41.271 COTA DE TERRENO COTA DE RASANTE ALTURA DE RELLENO ALTURA DE CORTE ALINEAMIENTO KILOMETRAJE 1.551 1.932 2.283 2.333 2.096 1.861 1.889 1.916 2.005 2.153 2.301 1.720 1.139 0.747 0.547 0.345 0.193 0.040 0.300 0.824 1.349 1.340 1.330 1.313 1.286 1.258 2.000 2.743 3.176 3.301 3.426 3.799 4.172 4.267 4.076 3.844 3.432 2.979 2.663 2.483 2.271 1.436 0.603 0.461 1.012 1.563 1.758 1.952 1.958 1.776 1.595 PENDIENTE -0.708 % 768.389 m. 56 60 0.564% 3 DER 16º39'45'' 73.221 500.000 145.409 5.333 4176.102 4249.323 4321.510 632209.858 9240867.215 3+940 3+960 3+980 4+000 4+020 4+040 4+060 4+080 4+100 4+120 4+140 4+160 4+180 4+200 4+220 4+240 4+260 4+280 4+300 4+320 4+340 4+360 4+380 4+400 4+420 4+440 4+460 4+480 4+500 4+520 4+540 4+560 4+580 4+600 4+620 4+640 4+660 4+680 4+700 4+720 4+740 4+760 4+780 4+800 4+820 4+840 4+860 4+880 4+900 4+920 4+940 4+960 4+980 5+000 5+020 5+040 PC = 4+176.102 PT = 4+321.510 631950E 9240150N 631950E 9240250N 631950E 9240350N 631950E 9240450N 632050E 9240150N 632050E 9240450N 632050E 9240550N 632050E 9240650N 632050E 9240750N 632050E 9240850N 632050E 9240950N 632150E 9240150N 632150E 9240250N 632150E 9240350N 632150E 9240450N 632150E 9240550N 632150E 9240750N 632150E 9240850N 632150E 9240950N 632150E 9241050N 632150E 9241150N 632250E 9240550N 632250E 9240650N 632250E 9240750N 632250E 9240850N 632250E 9240950N 632250E 9241050N 632250E 9241150N 632350E 9241150N 32 36 40 44 48 52 4+000 4+040 4+080 4+120 4+160 4+200 4+240 4+280 4+320 4+360 4+400 4+440 4+480 4+520 4+560 4+600 4+640 4+680 4+720 4+760 4+800 4+840 4+880 4+920 4+960 5+000 42.866 42.235 41.604 41.195 41.008 40.821 41.023 41.225 41.419 41.605 41.799 41.725 41.645 41.574 41.488 41.364 41.520 41.602 41.538 41.329 41.120 41.411 41.702 41.707 41.428 41.148 41.031 40.914 40.963 41.178 41.393 40.884 40.375 40.046 39.899 39.751 39.649 39.547 39.509 39.536 39.563 39.069 38.574 38.492 38.821 39.151 39.539 39.926 40.144 40.193 40.242 92.248 135.000000 135.0000m LCV K = 92.248 A. = -1.463 COTA PIV= 44.101 KM PIV= 4+501.854 KM PUNTO MAS ALTO = 4+486.361 COTA PUNTO MAS ALTO = 43.867 KM. PCV: 4+434.354 COTA PCV: 43.720 KM. PTV 4+569.354 COTA PTV: 43.493 43.750 43.829 43.864 43.857 43.805 43.711 43.573 0.564% 41.271 41.384 41.497 41.610 41.722 41.835 41.948 42.061 42.173 42.286 42.399 42.512 42.624 42.737 42.850 42.963 43.075 43.188 43.301 43.414 43.526 43.639 -0.900% 43.398 43.218 43.038 42.858 42.678 42.498 42.318 42.138 41.958 41.778 41.598 41.418 41.238 41.058 40.878 40.699 40.519 40.339 40.159 39.979 39.799 39.619 COTA DE TERRENO COTA DE RASANTE ALTURA DE RELLENO ALTURA DE CORTE ALINEAMIENTO KILOMETRAJE 1.595 0.851 0.107 0.415 0.714 1.014 0.925 0.836 0.754 0.681 0.600 0.787 0.979 1.163 1.362 1.599 1.555 1.586 1.763 2.085 2.406 2.228 2.048 2.122 2.436 2.709 2.774 2.797 2.610 2.220 1.825 2.154 2.483 2.632 2.599 2.567 2.489 2.411 2.269 2.062 1.855 2.169 2.484 2.386 1.878 1.368 0.800 0.233 0.165 0.394 0.623 PI - N° 03 R = 500.00 m. PENDIENTE PI3 +0.564 % 775.804 m. -0.900 % 869.567 m. 56 60 4 IZQ 73º21'53'' 297.960 400.000 512.183 98.778 5539.223 5837.183 6051.406 631804.479 9239330.905 4+960 4+980 5+000 5+020 5+040 5+060 5+080 5+100 5+120 5+140 5+160 5+180 5+200 5+220 5+240 5+260 5+280 5+300 5+320 5+340 5+360 5+380 5+400 5+420 5+440 5+460 5+480 5+500 5+520 5+540 5+560 5+580 5+600 5+620 5+640 5+660 5+680 5+700 5+720 5+740 5+760 5+780 5+800 5+820 5+840 5+860 5+880 5+900 5+920 5+940 5+960 5+980 6+000 6+020 6+040 6+060 6+080 6+100 PC = 5+539.223 PT = 6+051.406 631750E 9239450N 631750E 9239550N 631750E 9239650N 631750E 9239750N 631750E 9239850N 631750E 9239950N 631750E 9240050N 631750E 9240150N 631850E 9239150N 631850E 9239250N 631850E 9239350N 631850E 9239650N 631850E 9239750N 631850E 9239850N 631850E 9239950N 631850E 9240050N 631850E 9240150N 631950E 9239150N 631950E 9239350N 631950E 9239450N 631950E 9239550N 631950E 9239650N 631950E 9239750N 631950E 9239850N 631950E 9240050N 631950E 9240150N 632050E 9239150N 632050E 9239250N 632050E 9239350N 632050E 9239450N 632050E 9239550N 632050E 9239650N 632050E 9239750N 632050E 9239850N 632050E 9239950N 632050E 9240050N 632050E 9240150N 632150E 9239150N 632150E 9239250N 632150E 9239350N 632150E 9239450N 632150E 9239550N 32 36 40 44 48 52 5+000 5+040 5+080 5+120 5+160 5+200 5+240 5+280 5+320 5+360 5+400 5+440 5+480 5+520 5+560 5+600 5+640 5+680 5+720 5+760 5+800 5+840 5+880 5+920 5+960 6+000 40.242 40.224 40.206 40.242 40.333 40.424 40.384 40.344 40.284 40.203 40.123 39.414 38.705 38.012 37.337 36.661 36.293 35.925 35.677 35.549 35.421 35.608 35.795 35.982 36.169 36.357 36.716 37.076 37.246 37.259 37.321 37.215 37.158 37.439 38.077 38.781 38.941 39.130 39.248 39.296 39.375 39.735 40.099 40.468 40.854 41.265 41.685 42.128 42.638 43.274 44.011 PI4 87.490 200.000000 200.0000m LCV K = 87.490 A. = 2.286 COTA PIV = 36.277 KM PIV = 5+371.421 KM PUNTO MAS BAJO = 5+350.133 COTA PUNTO MAS BAJO= 36.823 KM PCV: 5+271.421 COTA PCV: 37.177 KM PTV: 5+471.421 COTA PTV: 37.664 37.104 36.967 36.875 36.829 36.829 36.874 36.965 37.102 37.285 37.513 39.619 39.439 39.259 39.079 38.899 38.719 38.539 38.359 38.179 38.000 37.820 37.640 37.460 37.280 1.386% 37.783 38.060 38.337 38.614 38.892 39.169 39.446 39.723 40.001 40.278 40.555 40.832 41.110 41.387 41.664 41.942 42.219 42.496 42.773 43.051 43.328 43.605 43.882 44.160 44.437 44.714 44.991 COTA DE TERRENO COTA DE RASANTE ALTURA DE RELLENO ALTURA DE CORTE ALINEAMIENTO KILOMETRAJE 0.623 0.785 0.947 1.163 1.434 1.705 1.845 1.985 2.105 2.203 2.303 1.774 1.245 0.732 0.233 0.306 0.582 0.904 1.152 1.325 1.544 1.494 1.490 1.531 1.614 1.703 1.621 1.538 1.646 1.910 2.125 2.508 2.843 2.839 2.478 2.051 2.169 2.257 2.416 2.646 2.844 2.761 2.674 2.583 2.474 2.340 2.197 2.032 1.799 1.440 0.980 PI - N° 04 R = 400.00 m. PENDIENTE +1.386 % 636.48 m. 56 60 -0.900%

Language	English
Drawing Type	Block
Category	Handbooks & Manuals
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File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
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Tags	autocad, block, contour, de, DWG, km, PLANES, profiles, proper, Road, set, una, university, work