Highway Road Project DWG Full Project for AutoCAD

Highway Road Project DWG Full Project for AutoCAD

Highway road Project- Topography

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

n. m., civil, sent., deflex., tang., radio, lc, ext., pc, pi, pt, east, north, alignment, project management, arequipa, department :, province :, paucarpata, districts :, plant and longitudinal profile, digitization :, approved by :, sub management of studies, revised by :, date :, scale :, pp -, code :, horizontal curve elements, where :, start, end, mileage, ground level, ground level, alt. cut, alt. filling, typical section, condesuyos, pacific ocean, ayacucho, cusco, puno, ica, islay, camana, caraveli, moquegua, caylloma, castilla, union, ing mario lajo, professor:, course:, plane:, topography for roads, cross sections, scale:, date:, agc-cad, key:, rising:, drawn:, note:, plane :, ccoa vizcarra cristian machaca mamani victor, location plane, gauge, track, axis, topographical plane

Raw text data extracted from CAD file:

N. M. R O I R E P U S O T U T I T S N I Z" A I D P. O R D E "P O Z A I D P. R D E P S. I. IVIL NC NC NC C N° Sent. Deflex. TANG. RADIO L.C. Ext. P.C. P.I. P.T. ESTE NORTE 1 IZ 34°7'15'' 15.344 50.000 29.776 2.301 99.849 115.193 129.625 237045.699 8183852.353 2 IZ 29°26'42'' 13.138 50.000 25.696 1.697 155.307 168.445 181.003 237098.740 8183841.379 3 DR 38°45'45'' 28.143 80.000 54.123 4.806 190.910 219.053 245.032 237147.490 8183856.990 4 IZ 22°50'59'' 10.104 50.000 19.940 1.011 253.743 263.847 273.683 237191.327 8183840.157 5 DR 42°21'50'' 19.376 50.000 36.969 3.623 306.495 325.870 343.464 237253.587 8183842.161 6 IZ 50°12'47'' 28.114 60.000 52.583 6.260 415.749 443.863 468.332 237344.636 8183764.341 7 DR 9°41'20'' 6.780 80.000 13.528 0.287 520.512 527.292 534.040 237430.468 8183779.002 8 DR 23°9'39'' 6.147 30.000 12.127 0.623 597.832 603.980 609.959 237507.188 8183779.007 9 IZ 22°1'44'' 9.732 50.000 19.224 0.938 651.148 660.880 670.372 237559.659 8183756.565 10 IZ 92°9'12'' 51.915 50.000 80.419 22.078 719.958 771.873 800.377 237670.871 8183754.375 11 IZ 55°5'23'' 15.647 30.000 28.845 3.835 841.070 856.716 869.914 237668.933 8183862.613 12 IZ 23°18'16'' 16.498 80.000 32.539 1.683 1025.921 1042.418 1058.460 237512.738 8183967.512 13 DR 34°45'57'' 25.044 80.000 48.542 3.828 1195.085 1220.129 1243.627 237337.600 8184000.226 14 DR 62°24'52'' 30.290 50.000 54.467 8.459 1267.539 1297.828 1322.006 237281.905 8184056.599 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 0+000.00 ALINEAMIENTO C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 N-8183800 N-8183800 E-237000 E-237000 E-237200 E-237200 E-237400 E-237400 E-237600 E-237600 E-237800 E-237800 E-238000 E-238000 E-238200 E-238200 E-238400 E-238400 N-8184000 N-8184000 N-8184200 N-8184200 1 2 3 4 5 6 7 8 9 10 11 12 13 14 GERENCIA DE PROYECTOS AREQUIPA DEPARTAMENTO: AREQUIPA PROVINCIA: PAUCARPATA DISTRITOS: PLANTA Y PERFIL LONGITUDINAL KM 18+000 - KM 19+000 DIGITALIZACION: APROBADO POR: SUB GERENCIA DE ESTUDIOS REVISADO POR: FECHA: ESCALA: PP - CODIGO: 19 DICIEMBRE 2013 1/200 PI PI =ANG. DEFLEX. ELEMENTOS DE CURVA HORIZONTAL ELEMENTOS DE CURVA HORIZONTAL =ANG. DEFLEX. PT PT DONDE: DONDE: PC T LC E LC E T PC T R LC E PI R T LC PI E R R = TANGENTE ( DIST. PC-PI y PI-PT) = ANGULO DE DEFLEXION = PUNTO DE INTERSECCION = RADIO DE CURVATURA = LONGITUD DE CURVA = EXTERNAL = EXTERNAL = LONGITUD DE CURVA = RADIO DE CURVATURA = TANGENTE ( DIST. PC-PI y PI-PT) = PUNTO DE INTERSECCION = ANGULO DE DEFLEXION INICIO FINAL PI-1 PI-2 PI-3 PI-5 PI-4 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-14 PI-13 KILOMETRAJE COTA TERRENO COTA RASANTE ALT. CORTE ALT. RELLENO PENDIENTE % 2715.775 0+000 2715.000 0+020 2715.489 0+040 2715.725 0+060 2715.961 0+080 2716.197 0+100 2716.100 0+120 2716.393 0+140 2718.664 0+160 2720.757 0+180 2722.295 0+200 2720.885 0+220 2718.213 0+240 2715.896 0+260 2715.808 0+280 2714.632 0+300 2712.380 0+320 2711.602 0+340 2713.591 0+360 2714.426 0+380 2714.251 0+400 2711.392 0+420 2707.892 0+440 2711.861 0+460 2713.222 0+480 2713.750 0+500 2714.278 0+520 2714.956 0+540 2715.987 0+560 2714.822 0+580 2713.154 0+600 2712.617 0+620 2712.936 0+640 2718.228 0+660 2720.493 0+680 2719.013 0+700 2720.480 0+720 2719.627 0+740 2718.695 0+760 2716.879 0+780 2717.254 0+800 2718.234 0+820 2719.732 0+840 2722.445 0+860 2725.938 0+880 2726.668 0+900 2727.171 0+920 2725.371 0+940 2722.020 0+960 2723.183 0+980 2724.926 1+000 2726.589 1+020 2726.032 1+040 2726.545 1+060 2727.043 1+080 2727.264 1+100 2725.219 1+120 2725.041 1+140 2725.030 1+160 2724.813 1+180 2723.499 1+200 2723.351 1+220 2722.564 1+240 2722.150 1+260 2721.964 1+280 2721.963 1+300 2722.697 1+320 2725.489 1+340 2727.884 1+360 2727.193 1+380 2721.100 1+397.14 2721.775 Perfil Longitudinal: -8.393 - 1397.142 Esc.H.: 1/2000.0 Esc.V.: 1/200.0 2702.0 2704.0 2706.0 2708.0 2710.0 2712.0 2714.0 2716.0 2718.0 2720.0 2722.0 2724.0 2726.0 2728.0 2730.0 2732.0 2734.0 2715.775 0.000 0.000 2715.795 0.000 0.795 2715.843 0.000 0.354 2715.891 0.000 0.166 2715.938 0.023 0.000 2715.986 0.211 0.000 2716.034 0.066 0.000 2716.082 0.311 0.000 2717.993 0.671 0.000 2720.175 0.582 0.000 2721.907 0.388 0.000 2720.391 0.494 0.000 2718.875 0.000 0.662 2717.359 0.000 1.463 2715.843 0.000 0.035 2714.326 0.306 0.000 2712.810 0.000 0.430 2712.172 0.000 0.570 2712.758 0.833 0.000 2713.345 1.081 0.000 2713.932 0.319 0.000 2711.813 0.000 0.421 2709.418 0.000 1.526 2709.677 2.184 0.000 2711.004 2.218 0.000 2712.331 1.419 0.000 2713.658 0.620 0.000 2714.985 0.000 0.029 2715.589 0.398 0.000 2714.808 0.014 0.000 2714.026 0.000 0.872 2713.244 0.000 0.627 2713.865 0.000 0.929 2716.143 2.085 0.000 2718.420 2.073 0.000 2720.697 0.000 1.684 2720.209 0.271 0.000 2719.684 0.000 0.057 2719.159 0.000 0.464 2718.634 0.000 1.755 2718.109 0.000 0.855 2719.021 0.000 0.787 2720.822 0.000 1.090 2722.623 0.000 0.178 2724.425 1.513 0.000 2726.226 0.442 0.000 2726.149 1.022 0.000 2725.103 0.268 0.000 2724.057 0.000 2.037 2723.108 0.075 0.000 2723.813 1.113 0.000 2724.518 2.071 0.000 2725.223 0.809 0.000 2725.928 0.617 0.000 2726.633 0.410 0.000 2727.312 0.000 0.048 2726.716 0.000 1.497 2726.119 0.000 1.078 2725.523 0.000 0.493 2724.927 0.000 0.114 2724.330 0.000 0.831 2723.734 0.000 0.383 2723.137 0.000 0.573 2722.541 0.000 0.391 2722.011 0.000 0.047 2722.964 0.000 1.001 2723.916 0.000 1.219 2724.869 0.620 0.000 2725.822 2.062 0.000 2726.775 0.418 0.000 2724.166 0.000 3.066 2721.775 0.000 0.000 Pend: 0.239% Dist: 130.933 0.000 2716.029 97.540 0.000 2718.816 147.540 0.667 2716.755 122.540 Long Curva: 50.000 m Pend: 10.912% Dist: 55.024 0.000 2719.364 152.564 0.000 2720.197 202.564 -1.156 2720.937 177.564 Long Curva: 50.000 m Pend: -7.581% Dist: 134.088 0.000 2714.580 276.652 0.000 2712.953 346.652 0.920 2712.847 311.652 Long Curva: 70.000 m Pend: 2.933% Dist: 70.203 0.000 2713.399 361.855 0.000 2711.591 401.855 -0.745 2713.240 381.855 Long Curva: 40.000 m Pend: -11.975% Dist: 43.881 0.000 2711.126 405.736 0.000 2710.058 445.736 0.930 2709.662 425.736 Long Curva: 40.000 m Pend: 6.634% Dist: 107.415 0.000 2713.535 498.151 0.000 2714.489 568.151 -0.922 2714.934 533.151 Long Curva: 70.000 m Pend: -3.908% Dist: 77.676 0.000 2713.994 580.827 0.000 2716.237 640.827 1.147 2713.968 610.827 Long Curva: 60.000 m Pend: 11.385% Dist: 69.439 0.000 2717.312 650.266 0.000 2719.939 710.266 -1.051 2719.676 680.266 Long Curva: 60.000 m Pend: -2.625% Dist: 107.377 0.000 2719.090 742.643 0.000 2721.961 832.643 1.309 2719.217 787.643 Long Curva: 90.000 m Pend: 9.006% Dist: 99.166 0.000 2723.687 851.808 0.000 2725.009 921.808 -1.246 2725.594 886.808 Long Curva: 70.000 m Pend: -5.229% Dist: 72.093 0.000 2724.900 923.901 0.000 2724.303 993.901 0.766 2723.835 958.901 Long Curva: 70.000 m Pend: 3.525% Dist: 120.704 0.000 2725.209 1019.605 0.000 2725.534 1139.605 -0.976 2726.348 1079.605 Long Curva: 120.000 m Pend: -2.982% Dist: 179.541 0.000 2723.461 1209.146 0.000 2724.352 1309.146 0.968 2722.938 1259.146 Long Curva: 100.000 m Pend: 4.765% Dist: 101.819 0.000 2726.106 1345.965 0.000 2724.729 1375.965 -0.702 2726.119 1360.965 Long Curva: 30.000 m Pend: -13.948% Dist: 36.177 R=2,719.04 T.N.=2,718.85 OFF=-5.72 R=2,716.75 OFF=5.08 R=2,720.55 AREA DE CORTE = 2.38m2 AREA DE TERRAPLEN = 4.18m2 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 200 ESCALA VERTICAL 1 : 200 L C R=2,719.00 T.N.=2,719.00 OFF=-5.64 R=2,716.79 OFF=3.91 R=2,719.34 -2.00% -2.00% 1:1 1:1 L C R=2,719.02 T.N.=2,718.51 OFF=-6.50 R=2,715.95 OFF=4.76 R=2,720.21 AREA DE CORTE = 1.50m2 AREA DE TERRAPLEN = 7.13m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+020.00 L C R=2,719.04 T.N.=2,718.85 OFF=-5.72 R=2,716.75 OFF=5.08 R=2,720.55 AREA DE CORTE = 2.38m2 AREA DE TERRAPLEN = 4.18m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+040.00 L C R=2,719.06 T.N.=2,719.09 OFF=-5.12 R=2,717.37 OFF=5.40 R=2,720.89 AREA DE CORTE = 3.45m2 AREA DE TERRAPLEN = 2.73m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+060.00 L C R=2,719.09 T.N.=2,719.32 OFF=-4.80 R=2,717.72 OFF=5.72 R=2,721.24 AREA DE CORTE = 4.73m2 AREA DE TERRAPLEN = 1.75m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+080.00 L C R=2,719.11 T.N.=2,719.55 OFF=-4.48 R=2,718.06 OFF=6.04 R=2,721.58 AREA DE CORTE = 6.23m2 AREA DE TERRAPLEN = 0.99m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+100.00 L C R=2,719.13 T.N.=2,720.33 OFF=-3.59 R=2,719.14 OFF=6.84 R=2,722.40 AREA DE CORTE = 12.78m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+120.00 L C R=2,720.03 T.N.=2,720.24 OFF=-4.79 R=2,721.25 OFF=3.65 R=2,719.82 AREA DE CORTE = 2.90m2 AREA DE TERRAPLEN = 0.53m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+140.00 L C R=2,722.33 T.N.=2,723.39 OFF=-5.10 R=2,723.86 OFF=4.15 R=2,722.91 AREA DE CORTE = 8.64m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+160.00 L C R=2,724.63 T.N.=2,724.83 OFF=-4.13 R=2,725.19 OFF=3.56 R=2,724.50 AREA DE CORTE = 1.78m2 AREA DE TERRAPLEN = 0.02m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+180.00 L C R=2,724.30 T.N.=2,725.23 OFF=-4.17 R=2,723.56 OFF=5.20 R=2,725.93 AREA DE CORTE = 5.11m2 AREA DE TERRAPLEN = 0.61m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+200.00 L C R=2,722.85 T.N.=2,722.56 OFF=-7.43 R=2,718.85 OFF=3.79 R=2,722.49 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 16.15m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+220.00 L C R=2,721.40 T.N.=2,719.89 OFF=-8.32 R=2,716.52 OFF=4.02 R=2,720.81 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 21.45m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+240.00 L C R=2,719.95 T.N.=2,718.88 OFF=-6.85 R=2,716.54 OFF=3.98 R=2,720.36 AREA DE CORTE = 0.20m2 AREA DE TERRAPLEN = 10.49m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+260.00 L C R=2,718.51 T.N.=2,718.51 OFF=-5.25 R=2,716.69 OFF=5.47 R=2,720.41 AREA DE CORTE = 3.52m2 AREA DE TERRAPLEN = 2.99m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+280.00 L C R=2,717.06 T.N.=2,716.47 OFF=-5.86 R=2,714.62 OFF=4.34 R=2,717.83 AREA DE CORTE = 0.74m2 AREA DE TERRAPLEN = 6.31m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+300.00 L C R=2,715.61 T.N.=2,715.15 OFF=-6.77 R=2,712.27 OFF=3.77 R=2,715.80 AREA DE CORTE = 0.07m2 AREA DE TERRAPLEN = 10.82m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+320.00 L C R=2,715.05 T.N.=2,715.50 OFF=-4.56 R=2,713.93 OFF=5.89 R=2,717.37 AREA DE CORTE = 5.60m2 AREA DE TERRAPLEN = 1.19m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+340.00 L C R=2,716.40 T.N.=2,717.45 OFF=-3.74 R=2,716.08 OFF=7.28 R=2,720.10 AREA DE CORTE = 12.17m2 AREA DE TERRAPLEN = 0.05m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+360.00 ESTACION 0+020.00 AREA DE CORTE = 0.73m2 AREA DE TERRAPLEN = 3.68m2 L C R=2,717.74 T.N.=2,717.93 OFF=-5.10 R=2,716.07 OFF=5.92 R=2,720.09 AREA DE CORTE = 4.94m2 AREA DE TERRAPLEN = 2.31m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+380.00 L C R=2,715.88 T.N.=2,715.82 OFF=-5.11 R=2,714.20 OFF=5.14 R=2,717.44 AREA DE CORTE = 2.77m2 AREA DE TERRAPLEN = 2.92m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+400.00 L C R=2,713.09 T.N.=2,712.74 OFF=-5.21 R=2,711.32 OFF=4.88 R=2,714.40 AREA DE CORTE = 2.06m2 AREA DE TERRAPLEN = 3.46m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+420.00 L C R=2,710.65 T.N.=2,710.98 OFF=-3.61 R=2,710.47 OFF=4.15 R=2,711.23 AREA DE CORTE = 2.98m2 AREA DE TERRAPLEN = 0.04m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+440.00 L C R=2,714.74 T.N.=2,715.92 OFF=-3.87 R=2,715.04 OFF=6.96 R=2,718.13 AREA DE CORTE = 13.69m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 L C R=2,716.68 T.N.=2,716.75 OFF=-4.84 R=2,715.28 OFF=5.24 R=2,718.35 AREA DE CORTE = 3.30m2 AREA DE TERRAPLEN = 2.13m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+480.00 L C R=2,717.09 T.N.=2,717.28 OFF=-4.66 R=2,715.86 OFF=5.42 R=2,718.94 AREA DE CORTE = 4.01m2 AREA DE TERRAPLEN = 1.60m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+500.00 L C R=2,717.49 T.N.=2,717.81 OFF=-4.48 R=2,716.44 OFF=5.59 R=2,719.52 AREA DE CORTE = 4.79m2 AREA DE TERRAPLEN = 1.15m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+520.00 L C R=2,717.90 T.N.=2,718.97 OFF=-3.58 R=2,717.91 OFF=6.58 R=2,720.91 AREA DE CORTE = 11.05m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+540.00 L C R=2,718.31 T.N.=2,719.43 OFF=-3.61 R=2,718.35 OFF=6.69 R=2,721.43 AREA DE CORTE = 11.75m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+560.00 L C R=2,717.87 T.N.=2,716.90 OFF=-5.74 R=2,715.56 OFF=3.56 R=2,717.74 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 8.43m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+580.00 L C R=2,717.04 T.N.=2,715.85 OFF=-6.18 R=2,714.28 OFF=3.80 R=2,716.67 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 11.49m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+600.00 L C R=2,716.21 T.N.=2,716.06 OFF=-4.68 R=2,714.95 OFF=4.47 R=2,717.11 AREA DE CORTE = 1.45m2 AREA DE TERRAPLEN = 2.42m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+620.00 L C R=2,719.19 T.N.=2,719.19 OFF=-6.04 R=2,716.59 OFF=5.88 R=2,721.51 AREA DE CORTE = 4.25m2 AREA DE TERRAPLEN = 3.87m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+640.00 L C R=2,722.80 T.N.=2,723.12 OFF=-6.28 R=2,719.95 OFF=9.29 R=2,728.51 AREA DE CORTE = 13.50m2 AREA DE TERRAPLEN = 3.20m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+660.00 L C R=2,723.10 T.N.=2,722.88 OFF=-7.96 R=2,718.57 OFF=7.30 R=2,726.83 AREA DE CORTE = 6.02m2 AREA DE TERRAPLEN = 8.58m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+680.00 L C R=2,722.47 T.N.=2,721.29 OFF=-7.88 R=2,718.02 OFF=5.01 R=2,723.91 AREA DE CORTE = 1.02m2 AREA DE TERRAPLEN = 16.12m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+700.00 L C R=2,724.95 T.N.=2,724.69 OFF=-5.42 R=2,722.97 OFF=4.91 R=2,726.30 AREA DE CORTE = 1.98m2 AREA DE TERRAPLEN = 4.21m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+720.00 L C R=2,722.89 T.N.=2,722.15 OFF=-4.50 R=2,721.81 OFF=3.88 R=2,722.43 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 5.23m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+740.00 L C R=2,720.82 T.N.=2,721.16 OFF=-3.61 R=2,720.86 OFF=4.21 R=2,721.47 AREA DE CORTE = 2.93m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+760.00 L C R=2,719.73 T.N.=2,719.78 OFF=-3.84 R=2,719.32 OFF=4.59 R=2,720.75 AREA DE CORTE = 2.70m2 AREA DE TERRAPLEN = 0.31m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+780.00 L C R=2,721.24 T.N.=2,721.45 OFF=-4.15 R=2,720.51 OFF=4.75 R=2,722.41 AREA DE CORTE = 2.93m2 AREA DE TERRAPLEN = 0.73m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+800.00 L C R=2,722.74 T.N.=2,722.72 OFF=-3.87 R=2,722.30 OFF=3.90 R=2,723.07 AREA DE CORTE = 0.72m2 AREA DE TERRAPLEN = 0.64m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+820.00 L C R=2,724.25 T.N.=2,723.69 OFF=-4.66 R=2,723.02 OFF=3.58 R=2,724.10 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 4.57m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+840.00 L C R=2,726.69 T.N.=2,727.70 OFF=-4.08 R=2,727.20 OFF=8.28 R=2,731.40 AREA DE CORTE = 21.25m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+860.00 L C R=2,729.25 T.N.=2,729.68 OFF=-4.75 R=2,727.94 OFF=6.33 R=2,732.01 AREA DE CORTE = 6.67m2 AREA DE TERRAPLEN = 1.38m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+880.00 L C R=2,729.25 T.N.=2,730.18 OFF=-3.95 R=2,728.73 OFF=7.12 R=2,732.80 AREA DE CORTE = 11.02m2 AREA DE TERRAPLEN = 0.18m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+900.00 L C R=2,728.58 T.N.=2,730.69 OFF=-4.15 R=2,729.16 OFF=6.51 R=2,731.52 AREA DE CORTE = 18.19m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+920.00 L C R=2,727.91 T.N.=2,726.05 OFF=-6.02 R=2,725.32 OFF=4.29 R=2,727.04 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 15.78m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+940.00 L C R=2,727.24 T.N.=2,725.54 OFF=-7.19 R=2,723.48 OFF=3.96 R=2,726.70 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 16.72m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+960.00 L C R=2,726.92 T.N.=2,727.45 OFF=-4.12 R=2,726.22 OFF=5.85 R=2,729.20 AREA DE CORTE = 6.27m2 AREA DE TERRAPLEN = 0.48m2 -2.00% -2.00% 1:1 1:1 ESTACION 0+980.00 L C R=2,727.18 T.N.=2,729.12 OFF=-4.24 R=2,727.85 OFF=7.84 R=2,731.45 AREA DE CORTE = 20.78m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+000.00 L C R=2,727.44 T.N.=2,729.83 OFF=-4.73 R=2,728.60 OFF=8.04 R=2,731.91 AREA DE CORTE = 25.58m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+020.00 L C R=2,727.70 T.N.=2,729.45 OFF=-4.65 R=2,728.78 OFF=6.58 R=2,730.71 AREA DE CORTE = 18.09m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+040.00 L C R=2,727.96 T.N.=2,730.18 OFF=-4.90 R=2,729.30 OFF=7.05 R=2,731.44 AREA DE CORTE = 22.06m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+060.00 L C R=2,728.23 T.N.=2,730.43 OFF=-4.89 R=2,729.54 OFF=7.05 R=2,731.70 AREA DE CORTE = 21.93m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+080.00 L C R=2,728.49 T.N.=2,728.73 OFF=-3.90 R=2,728.02 OFF=4.71 R=2,729.63 AREA DE CORTE = 2.91m2 AREA DE TERRAPLEN = 0.43m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+100.00 L C R=2,728.22 T.N.=2,728.34 OFF=-3.80 R=2,727.85 OFF=4.24 R=2,728.89 AREA DE CORTE = 1.66m2 AREA DE TERRAPLEN = 0.34m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+120.00 L C R=2,727.90 T.N.=2,728.25 OFF=-3.55 R=2,727.79 OFF=4.50 R=2,728.83 -2.00% -2.00% 1:1 1:1 ESTACION 1+140.00 L C R=2,727.59 T.N.=2,728.13 OFF=-3.62 R=2,727.65 OFF=4.74 R=2,728.76 AREA DE CORTE = 4.67m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+160.00 L C R=2,727.28 T.N.=2,727.37 OFF=-3.78 R=2,726.93 OFF=4.15 R=2,727.86 AREA DE CORTE = 1.41m2 AREA DE TERRAPLEN = 0.35m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+180.00 L C R=2,726.97 T.N.=2,726.53 OFF=-4.39 R=2,726.01 OFF=3.56 R=2,726.84 AREA DE TERRAPLEN = 3.61m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+200.00 L C R=2,726.66 T.N.=2,726.54 OFF=-3.95 R=2,726.14 OFF=3.83 R=2,726.91 AREA DE CORTE = 0.41m2 AREA DE TERRAPLEN = 1.07m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+220.00 L C R=2,726.34 T.N.=2,725.47 OFF=-4.58 R=2,725.19 OFF=4.07 R=2,725.70 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 6.67m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+240.00 L C R=2,726.03 T.N.=2,725.27 OFF=-4.46 R=2,725.00 OFF=3.96 R=2,725.50 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 5.65m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+260.00 L C R=2,725.72 T.N.=2,725.11 OFF=-4.33 R=2,724.82 OFF=3.80 R=2,725.34 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 4.40m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+280.00 L C R=2,725.41 T.N.=2,725.29 OFF=-3.85 R=2,724.98 OFF=3.64 R=2,725.47 AREA DE CORTE = 0.11m2 AREA DE TERRAPLEN = 1.10m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+300.00 L C R=2,726.83 T.N.=2,727.65 OFF=-5.40 R=2,728.66 OFF=3.78 R=2,727.03 AREA DE CORTE = 7.91m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+320.00 L C R=2,728.74 T.N.=2,730.10 OFF=-6.03 R=2,731.20 OFF=4.17 R=2,729.34 AREA DE CORTE = 12.65m2 AREA DE TERRAPLEN = 0.00m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+340.00 L C R=2,730.66 T.N.=2,731.10 OFF=-5.47 R=2,732.56 OFF=4.07 R=2,730.02 AREA DE CORTE = 5.12m2 AREA DE TERRAPLEN = 0.48m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+360.00 L C R=2,729.06 T.N.=2,726.04 OFF=-5.83 R=2,726.66 OFF=5.91 R=2,726.58 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 26.97m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+380.00 L C R=2,725.88 T.N.=2,723.96 OFF=-5.34 R=2,723.97 OFF=5.36 R=2,723.95 AREA DE CORTE = 0.00m2 AREA DE TERRAPLEN = 16.65m2 -2.00% -2.00% 1:1 1:1 ESTACION 1+400.00 ESTACION 0+460.00 ESTACION 0+680.00 SECCION TIPICA CONDESUYOS OCEANO PACIFICO AYACUCHO CUSCO PUNO ICA ISLAY CAMANA CARAVELI MOQUEGUA CAYLLOMA AREQUIPA CASTILLA LA UNION CUSCO ING MARIO LAJO PROFESOR : CURSO : PLANO : DICIEMBRE 2013 TOPOGRAFIA PARA CAMINOS SECCIONES TRANSVERSALES 1 : 200 ESCALA : FECHA : AGC-CAD A - 2 CLAVE : LEVANTAMIENTO : DIBUJADO : NOTA : PLANO: P-1 CCOA VIZCARRA CRISTIAN MACHACA MAMANI VICTOR PLANO DE LOCALIZACION \W7.34659; FIN DE \W7.34659; CARRETERA \W4.72803; INICIO DE \W4.72803; CARRETERA 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 0+000.00 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 2780 2790 2790 2780 2770 2760 2750 2740 2730 2730 2740 2750 2760 2770 2780 2780 2790 2790 2750 2740 2740 2730 2720 2710 2700 2690 2680 2680 2680 2690 2700 2710 2720 2730 2740 2740 2730 2730 2740 2750 2760 2720 2730 2740 2750 2760 2770 2750 2760 2760 2750 2760 2760 2770 2770 2780 2780 2740 2740 2770 TROCHA PISTA EJE CONDESUYOS OCEANO PACIFICO AYACUCHO CUSCO PUNO ICA ISLAY CAMANA CARAVELI MOQUEGUA CAYLLOMA AREQUIPA CASTILLA LA UNION CUSCO PROFESOR : CURSO : PLANO : DICIEMBRE 2013 TOPOGRAFIA PARA CAMINOS PLANO TOPOGRAFICO 1 : 200 ESCALA : FECHA : AGC-CAD A - 2 CLAVE : LEVANTAMIENTO : DIBUJADO : NOTA : PLANO: P-1 NORTE N-8183200 N-8183200 E-236600 E-236600 E-236800 E-236800 E-237000 E-237000 E-237200 E-237200 E-237400 E-237400 E-237600 E-237600 E-237800 E-237800 E-238000 E-238000 N-8183400 N-8183400 N-8183600 N-8183600 N-8183800 N-8183800 N-8184000 N-8184000 N-8184200 N-8184200 PLANO DE LOCALIZACION

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, full, HIGHWAY, pavement, Project, Road, roads, route, topography