Road DWG Block for AutoCAD

Plant; and curve profile elements

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

n.m., district municipality of San Marcos, design :, scale :, mayor :, owner :, conseint, plan :, project :, javier orlandiny medina melgarejo, m.a.f.v., drawing :, date :, province: huari, dpto. : ancash, district: san marcos, location :, address :, lamina :, plant, profile and curve elements, nº pi, sent., delta, radio, tang., lc, ext., pi, pc, pt, north , this, coordinate table and elements of curves, —-, slope, elevation, sub-grade, terrain, height cut, fill height, alignment, mileage, existing pontoon, typical fill section, typical section of cut

Raw text data extracted from CAD file:

N.M. N.M. N.M. 4.00 m 1.00m 2.00m 0.30m 4.00m 0.50m 1.00m 1.50m 4.00 m 2.00m 1.00m 0.30m 0.50m 4.00m 1.50m 1.00m 4.00 m 2.00m 1.00m 0.30m 0.50m 4.00m 1.50m 1.00m 4.00 m 2.00m 1.00m 0.30m 0.50m 4.00m 1.50m 1.00m INCREMENTO VERTICAL = 10 0+000 – 1+000 MUNICIPALIDAD DISTRITAL DE SAN MARCOS DISEÑO: ESCALA: ALCALDE: PROPIETARIO: 1/2000 CONSEINT PLANO: PROYECTO: PP01 JAVIER ORLANDINY MEDINA MELGAREJO M.A.F.V. DIBUJO: FECHA: PROVINCIA : HUARI DPTO. : ANCASH DISTRITO : SAN MARCOS Jr. Progreso s/n (Plaza Principal) UBICACIÓN: DIRECCION: LAMINA: 1+000 – 2+000 PLANTA, PERFIL Y ELEMENTOS DE CURVA MUNICIPALIDAD DISTRITAL DE SAN MARCOS DISEÑO: ESCALA: ALCALDE: PROPIETARIO: 1/2000 CONSEINT PLANO: PROYECTO: PP02 JAVIER ORLANDINY MEDINA MELGAREJO M.A.F.V. DIBUJO: FECHA: PROVINCIA : HUARI DPTO. : ANCASH DISTRITO : SAN MARCOS Jr. Progreso s/n (Plaza Principal) UBICACIÓN: DIRECCION: LAMINA: INCREMENTO VERTICAL = 10 “CONSTRUCCION DE LA TROCHA CARROZABLE DE LA LOCALIDAD DE CHUCCHUPAMPA – CARASH, DISTRITO DE SAN MARCOS – HUARI – ANCASH” 15/08/2013 15/08/2013 PLANTA, PERFIL Y ELEMENTOS DE CURVA INCREMENTO VERTICAL = 10 PP03 PROYECTO: 15/08/2013 M.A.F.V. JAVIER ORLANDINY MEDINA MELGAREJO MUNICIPALIDAD DISTRITAL DE SAN MARCOS PLANTA, PERFIL Y ELEMENTOS DE CURVA 2+000 – 3+000 PROPIETARIO: ALCALDE: PLANO: ESCALA: DISEÑO: CONSEINT 1/2000 FECHA: DIBUJO: DISTRITO : SAN MARCOS DPTO. : ANCASH PROVINCIA : HUARI DIRECCION: UBICACIÓN: Jr. Progreso s/n (Plaza Principal) LAMINA: INCREMENTO VERTICAL = 10 Jr. Progreso s/n (Plaza Principal) PROVINCIA : HUARI DPTO. : ANCASH DISTRITO : SAN MARCOS PLANTA, PERFIL Y ELEMENTOS DE CURVA 1/2000 CONSEINT PROPIETARIO: PROYECTO: DISEÑO: ESCALA: PLANO: ALCALDE: 3+000 – 3+349 MUNICIPALIDAD DISTRITAL DE SAN MARCOS JAVIER ORLANDINY MEDINA MELGAREJO M.A.F.V. 15/08/2013 DIBUJO: FECHA: UBICACIÓN: DIRECCION: PP04 LAMINA: 265700E 265700E 265800E 265800E 265900E 265900E 266000E 266000E 266100E 266100E 266200E 266200E 266300E 266300E 266400E 266400E 266500E 266500E 266600E 266600E 8944200N 8944200N 8944300N 8944300N 8944400N 8944400N 8944500N 8944500N 8944600N 8944600N 8944700N 8944700N 8944800N 8944800N 8944900N 8944900N 8945000N 8945000N 8945100N 8945100N 8945200N 8945200N 8945300N 8945300N 8945400N 8945400N 8945500N 8945500N 8945600N 8945600N 265000E 265000E 265100E 265100E 265200E 265200E 265300E 265300E 265400E 265400E 265500E 265500E 265600E 265600E 265700E 265700E 265800E 265800E 265900E 265900E 266000E 266000E 266100E 266100E 266200E 266200E 266300E 266300E 266400E 266400E 8945000N 8945000N 8945100N 8945100N 8945200N 8945200N 8945300N 8945300N 8945400N 8945400N 8945500N 8945500N 8945600N 8945600N 8945700N 8945700N 8945800N 8945800N 264600E 264600E 264700E 264700E 264800E 264800E 264900E 264900E 265000E 265000E 265100E 265100E 265200E 265200E 265300E 265300E 265400E 265400E 265500E 265500E 265600E 265600E 265700E 265700E 265800E 265800E 265900E 265900E 266000E 266000E 8945300N 8945300N 8945400N 8945400N 8945500N 8945500N 8945600N 8945600N 8945700N 8945700N 8945800N 8945800N 8945900N 8945900N 8946000N 8946000N 8946100N 8946100N 8946100N 8946100N 8946000N 8946000N 8945900N 8945900N 8945800N 8945800N 8945700N 8945700N 8945600N 8945600N 8945500N 8945500N 8945400N 8945400N 8945300N 8945300N 266000E 266000E 265900E 265900E 265800E 265800E 265700E 265700E 265600E 265600E 265500E 265500E 265400E 265400E 265300E 265300E 265200E 265200E 265100E 265100E 265000E 265000E 264900E 264900E 264800E 264800E 264700E 264700E 264600E 264600E Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 0 I 180º00’00” 0.000 0.000 0.000 0.000 0 + 000.000 0 + 000.000 0 + 000.000 8944543.021 266345.317 0 0.00 1 D 82º54’30” 12.000 10.600 17.364 4.011 0 + 033.986 0 + 023.386 0 + 040.751 8944542.028 266311.345 0 5.00 2 I 115º23’40” 12.000 18.980 24.168 10.455 0 + 162.859 0 + 143.879 0 + 168.047 8944673.186 266291.121 0 5.00 3 D 72º58’40” 12.000 8.876 15.284 2.926 0 + 187.116 0 + 178.240 0 + 193.524 8944651.821 266259.637 0 5.00 4 D 27º43’00” 30.000 7.401 14.512 0.899 0 + 209.801 0 + 202.400 0 + 216.912 8944667.588 266240.040 0 2.00 5 I 10º24’30” 60.000 5.465 10.900 0.248 0 + 368.776 0 + 363.311 0 + 374.211 8944813.683 266176.624 0 1.10 6 D 25º33’20” 60.000 13.607 26.762 1.524 0 + 425.092 0 + 411.485 0 + 438.247 8944860.466 266145.221 0 1.10 7 D 13º56’50” 60.000 7.339 14.605 0.447 0 + 647.037 0 + 639.698 0 + 654.303 8945080.526 266113.056 0 1.10 8 I 27º46’50” 60.000 14.838 29.092 1.807 0 + 751.448 0 + 736.610 0 + 765.702 8945184.505 266123.311 0 1.10 9 I 33º06’20” 40.000 11.889 23.112 1.729 0 + 843.770 0 + 831.881 0 + 854.993 8945270.556 266088.285 0 1.50 10 D 23º44’50” 30.000 6.308 12.434 0.656 0 + 923.698 0 + 917.390 0 + 929.824 8945316.488 266022.063 0 2.00 11 I 60º22’30” 80.000 46.538 84.299 12.551 0 + 990.190 0 + 943.652 1 + 027.952 8945373.332 265987.220 0 0.90 60 —- —- —- —- —- —- 3 + 348.855 —- —- 8946006.849 264922.822 0 6.60 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 11 I 60º22’30” 80.000 46.538 84.299 12.551 0 + 990.190 0 + 943.652 1 + 027.952 8945373.332 265987.220 0 0.90 12 D 13º49’40” 60.000 7.276 14.480 0.440 1 + 084.600 1 + 077.324 1 + 091.805 8945369.942 265884.088 0 1.10 13 D 17º02’40” 60.000 8.991 17.849 0.670 1 + 177.747 1 + 168.756 1 + 186.605 8945389.237 265792.890 0 1.10 14 I 10º09’30” 60.000 5.333 10.638 0.237 1 + 216.964 1 + 211.631 1 + 222.269 8945408.308 265758.470 0 1.10 15 I 36º42’30” 60.000 19.906 38.441 3.216 1 + 253.446 1 + 233.540 1 + 271.981 8945420.093 265723.915 0 1.10 16 D 24º58’00” 60.000 13.283 26.145 1.453 1 + 299.488 1 + 286.205 1 + 312.350 8945405.538 265678.791 0 1.10 17 I 43º34’50” 20.000 7.995 15.212 1.539 1 + 362.142 1 + 354.147 1 + 369.359 8945413.323 265616.197 0 2.90 18 D 65º37’40” 20.000 12.896 22.908 3.797 1 + 386.355 1 + 373.459 1 + 396.367 8945398.461 265596.105 0 2.90 19 I 106º09’00” 30.000 39.920 55.580 19.936 1 + 487.101 1 + 447.181 1 + 502.761 8945448.918 265505.589 0 2.00 20 D 30º25’30” 30.000 8.158 15.930 1.089 1 + 516.322 1 + 508.164 1 + 524.095 8945396.804 265493.571 0 2.00 21 D 63º42’30” 30.000 18.640 33.358 5.319 1 + 552.419 1 + 533.779 1 + 567.137 8945370.301 265468.499 0 2.00 22 D 59º21’20” 30.000 17.096 31.078 4.529 1 + 606.827 1 + 589.731 1 + 620.809 8945387.471 265412.754 0 2.00 23 D 111º53’10” 20.000 29.588 39.056 15.713 1 + 665.622 1 + 636.034 1 + 675.090 8945447.663 265398.273 0 2.90 24 I 73º41’10” 40.000 29.971 51.443 9.982 1 + 760.781 1 + 730.810 1 + 782.253 8945430.902 265512.328 0 1.50 25 D 65º07’40” 20.000 12.773 22.734 3.731 1 + 809.693 1 + 796.920 1 + 819.654 8945483.072 265536.294 0 2.90 26 I 157º10’30” 10.000 49.539 27.432 40.538 1 + 941.567 1 + 892.028 1 + 919.461 8945483.538 265670.979 0 6.60 27 D 12º19’10” 60.000 6.475 12.901 0.348 1 + 990.203 1 + 983.728 1 + 996.628 8945529.813 265559.952 0 1.10 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 28 I 13º56’10” 60.000 7.333 14.594 0.446 2 + 019.309 2 + 011.976 2 + 026.570 8945546.514 265536.053 0 1.10 29 D 68º30’10” 20.000 13.618 23.912 4.196 2 + 077.645 2 + 064.027 2 + 087.939 8945567.454 265481.527 0 2.90 30 I 119º35’40” 10.000 17.180 20.873 9.878 2 + 118.339 2 + 101.159 2 + 122.032 8945611.471 265481.151 0 6.60 31 I 98º41’20” 12.000 13.973 20.669 6.419 2 + 143.451 2 + 129.478 2 + 150.147 8945592.121 265447.752 0 5.00 32 D 150º38’00” 10.000 38.163 26.290 29.451 2 + 229.351 2 + 191.188 2 + 217.479 8945519.479 265506.105 0 6.60 33 D 43º32’00” 30.000 11.979 22.794 2.303 2 + 290.272 2 + 278.293 2 + 301.087 8945560.794 265403.123 0 2.00 34 D 32º26’40” 30.000 8.728 16.988 1.244 2 + 335.522 2 + 326.794 2 + 343.781 8945602.993 265383.797 0 2.00 35 D 80º38’30” 30.000 25.461 42.224 9.348 2 + 399.639 2 + 374.178 2 + 416.402 8945666.976 265392.605 0 2.00 36 I 34º00’50” 60.000 18.352 35.619 2.744 2 + 475.803 2 + 457.451 2 + 493.070 8945669.225 265477.437 0 1.10 37 I 163º32’30” 12.000 82.975 34.252 71.838 2 + 595.579 2 + 512.604 2 + 546.856 8945739.463 265575.793 0 5.00 38 D 39º41’30” 30.000 10.828 20.783 1.894 2 + 586.924 2 + 576.096 2 + 596.879 8945699.262 265459.515 0 2.00 39 I 23º02’20” 60.000 12.228 24.126 1.233 2 + 631.218 2 + 618.990 2 + 643.116 8945715.167 265417.241 0 1.10 40 D 50º12’30” 30.000 14.056 26.289 3.129 2 + 735.500 2 + 721.444 2 + 747.733 8945710.747 265312.722 0 2.00 41 D 25º56’00” 60.000 13.815 27.157 1.570 2 + 783.053 2 + 769.238 2 + 796.395 8945747.317 265279.546 0 1.10 42 I 117º06’50” 10.000 16.355 20.440 9.170 2 + 821.701 2 + 805.346 2 + 825.786 8945784.869 265268.579 0 6.60 43 D 68º30’40” 10.000 6.810 11.957 2.099 2 + 836.627 2 + 829.817 2 + 841.774 8945766.184 265248.817 0 6.60 44 I 30º47’30” 30.000 8.261 16.122 1.117 2 + 853.895 2 + 845.634 2 + 861.756 8945774.219 265231.677 0 2.00 45 D 24º22’30” 20.000 4.320 8.508 0.461 2 + 899.401 2 + 895.081 2 + 903.590 8945769.678 265185.996 0 2.90 46 I 32º52’20” 20.000 5.900 11.475 0.852 2 + 916.095 2 + 910.195 2 + 921.670 8945775.072 265170.060 0 2.90 47 D 2º34’50” 0.000 0.000 0.000 0.000 2 + 930.890 2 + 930.890 2 + 930.890 8945771.369 265155.399 0 2.90 48 D 100º46’00” 10.000 12.081 17.587 5.683 2 + 969.104 2 + 957.023 2 + 974.610 8945763.688 265117.965 0 6.60 49 I 28º40’50” 20.000 5.113 10.011 0.643 2 + 984.069 2 + 978.956 2 + 988.967 8945785.226 265117.654 0 2.90 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 50 I 63º59’20” 10.000 6.247 11.168 1.791 3 + 051.660 3 + 045.413 3 + 056.581 8945844.236 265084.257 0 6.60 51 D 9º33’20” 60.000 5.015 10.007 0.209 3 + 077.888 3 + 072.873 3 + 082.880 8945842.555 265056.754 0 1.10 52 D 34º37’20” 25.000 7.792 15.107 1.186 3 + 142.670 3 + 134.878 3 + 149.985 8945849.394 264992.310 0 2.30 53 D 25º55’50” 30.000 6.907 13.577 0.785 3 + 193.953 3 + 187.046 3 + 200.623 8945883.133 264953.057 0 2.00 54 D 9º05’20” 60.000 4.769 9.518 0.189 3 + 230.789 3 + 226.020 3 + 235.538 8945917.159 264938.341 0 1.10 55 I 28º04’30” 20.000 5.000 9.800 0.616 3 + 258.263 3 + 253.263 3 + 263.063 8945943.802 264931.551 0 2.90 56 D 39º12’10” 20.000 7.122 13.684 1.230 3 + 281.183 3 + 274.061 3 + 287.745 8945960.883 264915.968 0 2.90 57 I 108º09’20” 5.000 6.902 9.438 3.522 3 + 303.124 3 + 296.222 3 + 305.661 8945983.350 264914.724 0 0.10 58 D 176º43’40” 5.000 175.050 15.422 170.121 3 + 481.281 3 + 306.231 3 + 321.654 8945916.978 264744.698 0 0.10 59 I 49º30’40” 10.000 4.611 8.641 1.012 3 + 339.470 3 + 334.859 3 + 343.500 8945997.264 264920.093 0 6.60 CHUCCHUPAMPA – CARASH, DISTRITO DE SAN MARCOS – HUARI – ANCASH” CHUCCHUPAMPA – CARASH, DISTRITO DE SAN MARCOS – HUARI – ANCASH” CHUCCHUPAMPA – CARASH, DISTRITO DE SAN MARCOS – HUARI – ANCASH” PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE 2993.63 2992.29 2992.06 2991.01 2988.95 2986.36 2985.06 2983.67 2981.11 2979.23 2978.08 2976.51 2975.99 2975.86 2973.11 2971.73 2970.91 2968.96 2966.05 2962.44 2959.40 2950.00 2950.00 2960.00 2960.00 2970.00 2970.00 2980.00 2980.00 2990.00 2990.00 PONTON EXISTENTE LCV = 0.00 PIV = 0+000 ELV = 2995.90 2995.90 2959.40 2956.91 2956.19 2953.85 2951.49 2949.79 2946.24 2946.95 2945.47 2944.09 2939.89 2936.36 2934.49 2931.05 2928.00 2927.08 2926.03 2924.12 2921.66 2919.95 2920.00 2920.00 2930.00 2930.00 2940.00 2940.00 2950.00 2950.00 2960.00 2960.00 +0.05 +0.29 +0.02 LCV = 60.00 PIV = 0+577.88 ELV = 2925.17 2925.17 PCV = 0+547.88 ELV = 2928.84 PTV = 0+607.88 ELV = 2922.84 2919.95 2918.87 2917.24 2915.16 2916.85 2916.16 2913.13 2912.14 2910.92 2909.34 2908.19 2906.46 2902.94 2901.95 2900.30 2897.79 2897.43 2892.95 2890.85 2889.39 2888.73 2887.63 2886.59 2884.77 2883.03 2880.00 2880.00 2890.00 2890.00 2900.00 2900.00 2910.00 2910.00 2920.00 2920.00 -0.02 -0.34 -0.10 -0.01 LCV = 60.00 PIV = 0+824.28 ELV = 2906.03 2906.03 PCV = 0+794.28 ELV = 2908.36 PTV = 0+854.28 ELV = 2901.88 PI-Nº: 1 R: 12.000 PI-Nº: 2 R: 12.000 PI-Nº: 3 R: 12.000 PI-Nº: 4 R: 30.000 PI-Nº: 5 R: 60.000 PI-Nº: 6 R: 60.000 PI-Nº: 7 R: 60.000 PI-Nº: 8 R: 60.000 PI-Nº: 9 R: 40.000 PI-Nº: 10 R: 30.000 PI-Nº: 11 R: 80.000 2995.90 2.27 2993.45 1.16 2992.23 0.17 2991.00 0.01 2988.55 0.40 2986.11 0.25 2984.88 0.18 2983.66 0.01 2981.21 0.10 2978.76 0.47 2977.54 0.54 2976.31 0.20 2973.87 2.12 2972.64 3.22 2971.42 1.69 2970.19 1.54 2968.97 1.94 2966.52 2.44 2964.07 1.98 2961.63 0.81 2959.18 0.22 2956.73 0.18 2954.28 1.91 2951.83 2.02 2950.61 0.88 2949.39 0.40 2946.94 0.70 2944.49 2.46 2943.27 2.20 2942.04 2.04 2939.59 0.30 2937.15 0.79 2934.70 0.21 2932.25 1.20 2929.80 1.80 2927.41 0.33 2925.29 0.74 2923.47 0.65 2921.89 0.23 2920.34 0.39 2919.57 0.70 2918.79 1.54 2917.24 2.08 2915.68 1.17 2914.13 2.03 2912.58 0.55 2911.80 0.34 2911.03 0.12 2909.47 0.13 2907.90 0.29 2906.03 0.43 2903.75 0.81 2902.46 0.51 2901.09 0.79 2898.31 0.52 2895.54 1.89 2892.77 0.19 2890.00 0.85 2888.61 0.78 2887.23 1.50 2885.84 1.79 2884.46 2.13 2883.07 1.70 2881.69 1.34 -12.24% en 577.88 m -7.76% en 246.40 m -13.86% en 425.79 m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE 2883.03 2881.39 2879.76 2876.51 2873.27 2869.93 2868.33 2867.32 2864.46 2862.34 2860.23 2859.14 2857.95 2854.64 2851.81 2848.40 2840.00 2840.00 2850.00 2850.00 2860.00 2860.00 2870.00 2870.00 2880.00 2880.00 +0.27 PCV = 1+220.07 ELV = 2851.19 2848.40 2847.44 2846.14 2846.22 2845.41 2844.68 2844.30 2844.86 2845.59 2843.78 2840.22 2839.90 2840.11 2838.34 2835.08 2832.87 2831.14 2831.01 2827.16 2824.98 2824.21 2821.94 2820.40 2817.99 2817.52 2816.54 2815.67 2812.83 2812.37 2812.19 2811.10 2810.51 2807.51 2800.00 2800.00 2810.00 2810.00 2820.00 2820.00 2830.00 2830.00 2840.00 2840.00 +0.27 +0.62 +0.28 +0.07 +0.00 -0.15 -0.47 -0.67 -0.05 +0.00 +0.09 +0.30 +0.47 +0.04 LCV = 60.00 PIV = 1+250.07 ELV = 2847.04 2847.04 PTV = 1+280.07 ELV = 2845.36 LCV = 60.00 PIV = 1+397.26 ELV = 2838.79 2838.79 PCV = 1+367.26 ELV = 2840.47 PTV = 1+427.26 ELV = 2833.87 LCV = 60.00 PIV = 1+517.79 ELV = 2819.01 2819.01 PCV = 1+487.79 ELV = 2823.93 PTV = 1+547.79 ELV = 2816.27 2807.51 2806.60 2806.09 2805.56 2805.88 2807.72 2812.32 2816.14 2813.07 2813.76 2813.39 2810.56 2812.40 2811.91 2811.32 2810.49 2810.15 2811.99 2814.13 2811.66 2808.70 2804.61 2801.32 2799.52 2798.55 2797.88 2790.00 2790.00 2800.00 2800.00 2810.00 2810.00 2820.00 2820.00 2830.00 2830.00 +0.02 +0.28 +0.87 +1.16 +0.07 -0.13 -0.49 -0.92 -0.40 -0.09 -0.00 -0.32 -0.18 -0.03 LCV = 60.00 PIV = 1+676.77 ELV = 2804.49 2804.49 PCV = 1+646.77 ELV = 2807.23 PTV = 1+706.77 ELV = 2807.58 LCV = 60.00 PIV = 1+758.98 ELV = 2812.97 2812.97 PCV = 1+728.98 ELV = 2809.88 PTV = 1+788.98 ELV = 2812.10 LCV = 60.00 PIV = 1+887.22 ELV = 2809.26 2809.26 PCV = 1+857.22 ELV = 2810.13 PTV = 1+917.22 ELV = 2806.20 PI-Nº: 11 R: 80.000 PI-Nº: 12 R: 60.000 PI-Nº: 13 R: 60.000 PI-Nº: 14 R: 60.000 PI-Nº: 15 R: 60.000 PI-Nº: 16 R: 60.000 PI-Nº: 17 R: 20.000 PI-Nº: 18 R: 20.000 PI-Nº: 19 R: 30.000 PI-Nº: 20 R: 30.000 PI-Nº: 21 R: 30.000 PI-Nº: 22 R: 30.000 PI-Nº: 23 R: 20.000 PI-Nº: 24 R: 40.000 PI-Nº: 25 R: 20.000 PI-Nº: 26 R: 10.000 PI-Nº: 27 R: 60.000 2881.69 1.34 2880.30 1.09 2878.92 0.83 2876.14 0.37 2873.37 0.10 2870.60 0.67 2869.22 0.89 2867.83 0.51 2865.06 0.60 2862.29 0.06 2859.52 0.71 2858.13 1.01 2856.75 1.20 2853.98 0.66 2851.20 0.61 2848.71 0.31 2847.66 0.22 2846.76 0.62 2845.99 0.23 2845.36 0.05 2844.80 0.12 2844.24 0.06 2843.68 1.19 2843.12 2.47 2842.00 1.78 2840.88 0.66 2839.61 0.29 2838.73 1.38 2837.67 0.67 2835.01 0.07 2831.77 1.10 2830.13 1.01 2828.49 2.52 2826.85 0.30 2825.21 0.23 2823.57 0.64 2822.02 0.08 2820.59 0.20 2819.28 1.29 2817.02 0.50 2816.07 0.47 2815.16 0.51 2813.33 0.50 2812.42 0.05 2811.50 0.69 2810.59 0.51 2809.68 0.83 2807.85 0.34 2806.95 0.35 2806.31 0.22 2805.98 0.42 2805.99 0.11 2806.96 0.76 2808.95 3.37 2810.88 5.26 2811.56 1.51 2812.02 1.74 2812.25 1.14 2812.27 1.71 2811.78 0.62 2811.49 0.42 2811.20 0.12 2810.62 0.13 2810.04 0.11 2809.15 2.84 2807.78 6.34 2806.90 4.76 2805.92 2.79 2803.88 0.73 2801.84 0.52 2799.80 0.28 2798.78 0.23 2797.76 0.12 -13.86% en 425.79 m -5.61% en 147.18 m -16.41% en 120.54 m -9.13% en 158.98 m +10.31% en 82.21 m -2.89% en 128.25 m -10.19% en 168.50 m 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE 2797.88 2795.79 2794.25 2790.04 2788.28 2788.08 2787.73 2784.65 2782.98 2780.72 2778.21 2776.84 2777.53 2775.06 2772.21 2769.95 2767.75 2764.59 2762.04 2759.52 2750.00 2750.00 2760.00 2760.00 2770.00 2770.00 2780.00 2780.00 2790.00 2790.00 -0.10 -0.31 -0.12 -0.02 LCV = 60.00 PIV = 2+055.73 ELV = 2792.08 2792.08 PCV = 2+025.73 ELV = 2795.14 PTV = 2+085.73 ELV = 2787.34 2759.52 2757.29 2755.30 2751.23 2748.63 2746.47 2742.80 2738.32 2735.60 2732.18 2730.03 2730.24 2730.02 2731.66 2730.99 2730.40 2728.50 2725.85 2725.30 2721.75 2717.94 2720.00 2720.00 2730.00 2730.00 2740.00 2740.00 2750.00 2750.00 2760.00 2760.00 2717.94 2710.80 2705.93 2706.11 2704.53 2702.23 2702.65 2702.03 2700.34 2698.04 2699.78 2698.35 2697.82 2695.05 2692.44 2690.33 2687.49 2685.57 2683.47 2681.34 2677.34 2670.00 2670.00 2680.00 2680.00 2690.00 2690.00 2700.00 2700.00 2710.00 2710.00 +0.11 +0.24 +0.12 +0.00 LCV = 60.00 PIV = 2+630.74 ELV = 2701.14 2701.14 PCV = 2+600.74 ELV = 2705.89 PTV = 2+660.74 ELV = 2697.43 2677.34 2674.42 2672.17 2670.27 2667.84 2667.69 2668.65 2668.71 2666.75 2665.25 2663.81 2660.63 2658.05 2650.00 2650.00 2660.00 2660.00 2670.00 2670.00 2680.00 2680.00 2690.00 2690.00 PI-Nº: 28 R: 60.000 PI-Nº: 29 R: 20.000 PI-Nº: 30 R: 10.000 PI-Nº: 31 R: 12.000 PI-Nº: 32 R: 10.000 PI-Nº: 33 R: 30.000 PI-Nº: 34 R: 30.000 PI-Nº: 35 R: 30.000 PI-Nº: 36 R: 60.000 PI-Nº: 37 R: 12.000 PI-Nº: 38 R: 30.000 PI-Nº: 39 R: 60.000 PI-Nº: 40 R: 30.000 PI-Nº: 41 R: 60.000 PI-Nº: 42 R: 10.000 PI-Nº: 43 R: 10.000 PI-Nº: 44 R: 30.000 PI-Nº: 45 R: 20.000 PI-Nº: 46 R: 20.000 PI-Nº: 47 R: 0.000 PI-Nº: 48 R: 10.000 PI-Nº: 49 R: 20.000 2797.76 0.12 2795.72 0.07 2793.59 0.66 2791.10 1.06 2789.71 1.44 2788.23 0.15 2785.08 2.65 2783.50 1.15 2781.92 1.06 2780.34 0.38 2778.75 0.54 2777.17 0.33 2775.59 1.94 2772.43 2.63 2769.26 2.95 2767.68 2.27 2766.10 1.65 2762.94 1.65 2759.78 2.26 2756.61 2.91 2755.03 2.26 2753.45 1.85 2750.29 0.94 2748.70 0.07 2747.12 0.65 2743.96 1.16 2740.80 2.48 2739.22 3.62 2737.63 5.45 2736.05 6.02 2734.47 4.23 2731.31 1.29 2728.14 3.52 2726.56 4.43 2724.98 5.42 2723.40 5.10 2721.82 4.03 2718.65 6.65 2717.07 4.68 2715.49 2.45 2712.33 1.52 2709.17 3.24 2707.58 1.47 2706.00 1.47 2702.95 0.72 2701.50 1.15 2700.12 1.91 2697.52 2.82 2695.04 3.00 2692.56 7.22 2690.09 8.26 2688.85 8.97 2687.61 7.44 2685.13 7.31 2683.90 6.43 2682.66 4.83 2681.42 4.15 2680.18 3.29 2678.94 2.40 2677.70 0.36 2676.47 2.05 2675.23 3.06 2673.99 3.72 2672.75 4.91 2670.27 2.58 2667.80 0.85 2665.32 3.39 2662.85 3.90 2660.37 4.88 2659.13 4.68 2657.89 2.74 2655.42 2.63 -10.19% en 168.50 m -15.82% en 575.01 m -12.38% en 429.30 m 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE 2658.05 2653.81 2650.32 2649.17 2647.88 2647.70 2648.12 2647.46 2644.54 2641.44 2639.28 2638.07 2637.26 2636.01 2635.27 2634.19 2632.86 2631.88 2625.27 2626.14 2620.65 2614.93 2610.00 2610.00 2620.00 2620.00 2630.00 2630.00 2640.00 2640.00 2650.00 2650.00 +0.04 +0.16 +0.36 +0.04 -0.30 -1.09 -0.06 LCV = 60.00 PIV = 3+060.05 ELV = 2647.98 2647.98 PCV = 3+030.05 ELV = 2651.69 PTV = 3+090.05 ELV = 2645.72 LCV = 60.00 PIV = 3+276.17 ELV = 2631.71 2631.71 PCV = 3+246.17 ELV = 2633.97 PTV = 3+306.17 ELV = 2623.73 LCV = 0.00 PIV = 3+340 ELV = 2614.73 2614.73 2614.93 2610.00 2610.00 2620.00 2620.00 2630.00 2630.00 2640.00 2640.00 2650.00 2650.00 LCV = 0.00 PIV = 3+340 ELV = 2614.73 2614.73 PI-Nº: 50 R: 10.000 PI-Nº: 51 R: 60.000 PI-Nº: 52 R: 25.000 PI-Nº: 53 R: 30.000 PI-Nº: 54 R: 60.000 PI-Nº: 55 R: 20.000 PI-Nº: 56 R: 20.000 PI-Nº: 57 R: 5.000 PI-Nº: 58 R: 5.000 PI-Nº: 59 R: 10.000 2655.42 2.63 2652.94 0.87 2650.50 0.18 2649.38 0.21 2648.35 0.47 2646.52 1.18 2644.97 3.15 2643.47 3.99 2641.96 2.58 2640.46 0.98 2638.95 0.33 2638.20 0.13 2637.45 0.19 2635.94 0.07 2635.19 0.08 2634.43 0.24 2632.63 0.23 2629.60 2.28 2625.31 0.04 2622.71 3.43 2620.05 0.60 2614.73 0.20 -12.38% en 429.30 m -7.53% en 216.13 m -26.61% en 63.83 m 3+000 3+100 3+200 3+300 3+340 4.00m Sección Típica de Relleno 4.00 m Sección Típica de Corte 2.00m 1.00m 0.30m 0.50m 1.50m 1.00m Sección Típica de Relleno 4.00m 0.50m Sección Típica de Corte 2.00m 1.00m 4.00 m 0.30m 1.00m 1.50m Sección Típica de Relleno 4.00m 0.50m Sección Típica de Corte 2.00m 1.00m 4.00 m 0.30m 1.00m 1.50m Sección Típica de Relleno 4.00m 0.50m Sección Típica de Corte 2.00m 1.00m 4.00 m 0.30m 1.00m 1.50m N.M. N.M. N.M. N.M. N.M. N.M. N.M. N.M. N.M. N.M. N.M. N.M. “CONSTRUCCION DE LA TROCHA CARROZABLE DE LA LOCALIDAD DE “CONSTRUCCION DE LA TROCHA CARROZABLE DE LA LOCALIDAD DE “CONSTRUCCION DE LA TROCHA CARROZABLE DE LA LOCALIDAD DE