Track Road – Details DWG Detail for AutoCAD

Track Road – Details

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

plant – profile, construction, planner, contains:, municipality:, project :, leaf, design :, calculation :, indicated, date :, scale :, repair and maintenance of road, department:, from the cross to village tapesquillo ii, transversal drainage, plant, profile, from the cross to village tapesquillo, usac unit of eps, drainage, transversal, typical section in straight, conical gutter, compacted ballast, natural soil, with capacity to drain rainwater, data of the gutter, scale, typical curve section, typical section

Raw text data extracted from CAD file:

0,25 2,25 2,25 0,25 5 5 0,25 2,25 2,25 0,25 0,1 PLANTA – PERFIL CONSTRUCCION PLANIFICADOR CONTIENE : MUNICIPIO : PROYECTO: HOJA DISEÑO: CALCULO: HOJA A 5 1 MARZO 2006 INDICADA FECHA: ESCALA: REPARACION Y MANTENIMIENTO DE CARRETERA DEPARTAMENTO : 500 5 490 480 5 470 5 460 5 450 5 440 5 430 470 465 460 455 450 445 5 0+00 00+024.65 0+242.70 0+300.40 0+355.2 0+392.8 0+670.0 0+762.5 0+812.3 0+893.1 1+004.3 1+120.8 1+190.50 1+250.8 1+351.10 1+400.80 1+477.90 1+532.8 1+551.40 1+590.70 1+722.10 1+740.30 1+761.50 1+808.50 0 1 2 3 4 5 6 7 8 10 11 13 14 15 16 17 18 19 20 21 22 23 24 25 9 12 0+825.1 1+068.2 E-1 C = 500.84 E-2 0+242.7 C = 500.34 E-3 0+300.4 C= 500.378 E-4 0+355.2 C= 500.018 E-5 0+592.80 C= 494.598 E-6 0+670.00 C= 492.331 E-7 0+762.50 C= 482.659 C= 477.885 E-8 0+842.30 E-9 0+825.10 C = 476.685 E-10 0+893.10 C = 469.271 E-11 1+004.30 C= 458.23 E-12 1+068.20 C= 459.053 E-13 1+120.80 C= 452.799 E-14 1+190.50 C= 448.98 E-15 1+250.80 C= 442.967 E-16 1+351.10 C= 436.602 E-17 1+400.80 C = 432.672 E-18 1+477.90 C= 431.802 E-19 1+532.80 C= 435.994 E-20 1+551.40 C= 438.675 E-21 1+590.70 C= 444.37 E- 0 0+00 C=501.22 0+242.70 0.34% 2.44% 10.26% 4.85% 470 9.97% 6.87% 1.13% 470 7.63% 470 14.47% E-21 1+590.70 C= 444.37 E-25 1+808.50 C= 470.764 E-22 1+722.10 E-23 1+740.30 E-24 1+761.50 C= 460.578 C= 461.378 C= 465.219 DE LA CRUZ A ALDEA TAPESQUILLO II DRENAJE TRANSVERSAL TUBERIA DE CEMENTO 24″ N N N PLANTA PERFIL ESCALA 1:2000 500 5 490 5 480 5 470 5 460 5 450 455 460 465 470 440 5 430 5 420 5 410 25 26 27 28 29 30 31 32 35 36 37 38 39 40 41 42 43 44 33 34 46 45 47 48 49 50 51 52 53 54 55 E-25 1+808.50 C= 470.764 E-26 1+886.60 C= 479.315 E-27 1+902.20 C= 481.461 E-28 1+961.70 C= 488.688 E-29 2+074.50 C= 497.492 E-30 2+175.30 C= 494.36 E-31 2+273.30 C= 490.835 E-32 2+329.80 C= 493.527 E-33 2+449.60 C= 507.407 E-34 2+474.30 C= 505.457 C= 500.057 E-35 2+535.60 C= 498.577 E-36 2+565.00 C= 496.664 E-37 2+620.20 C= 493.454 E-38 2+650.30 C= 487.689 E-39 2+698.30 C= 484.374 E-40 2+738.70 C= 475.819 E-41 2+808.90 C= 468.679 E-42 2+860.70 C= 466.689 E-43 2+872.00 452.002 E-44 2+957.30 C= 448.303 E-45 2+980.50 C= 444.441 E-46 3+003.40 C= 441.66 E-47 3+017.30 C= 435.963 E-48 3+047.90 C= 432.985 E-49 3+058.60 C= 426.253 E-50 3+111.30 C= 417.11 E-51 3+176.90 C= 407.192 E-52 3+266.60 408.372 E-53 3+317.00 C= 411.164 E-54 3+335.20 C= 416.923 E-55 3+386.80 410 5 420 5 430 5 440 5 450 5 400 E-55 3+386.80 C= 416.925 E-57 3+480.00 C= 430.874 E-58 3+505.50 C= 434.459 E-59 3+548.80 C= 442.744 E-60 3+582.90 C= 448.497 E-61 3+604.70 C= 451.872 E-62 3+655.60 C= 461.351 E-63 3+705.60 C= 471.136 E-64 3+730.10 C= 426.253 55 56 57 58 59 60 61 62 63 64 E-56 3+450.00 C= 425.559 E-64 3+730.10 C= 474.906 E-65 3+809.40 C= 483.173 E-66 3+861.60 C= 485.501 E-67 3+937.90 C= 484.961 470 5 480 5 490 3+700 3+800 3+900 64 65 66 67 5 470 5 480 5 490 500 5 5 510 5 520 5 530 5 540 5 550 5 560 5 570 5 580 67 E-67 3+937.90 C= 484.969 68 E-68 4+001.60 C= 487.706 69 E-69 4+045.00 C= 486.806 70 E-70 4+113.30 C= 478.872 71 E-71 4+142.30 C= 474.502 72 E-72 4+186.40 C= 469.086 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 11.54% 4.76% -3.35% 1.96% 2.74% -12.40% -21.02% -12.22% -13.27 -10.37% -3.46% -7.65% 11.70% 7.8% 14.97% 16.92% 18.28 10.43% 4.46% 0.70% 0 1 4 3 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 22 23 24 25 21 E-73 4+275.60 C= 481.266 E-74 4+318.20 C= 487.401 E-75 4+344.30 C= 490.063 E-76 4+367.40 C= 492.668 E-77 4+420.00 C= 500.903 E-78 4+457.10 C=506.010 E-79 4+586.20 C= 520.832 E-80 4+683.00 C=532.769 E-81 4+703.00 C= 533.969 E-82 4+772.30 C= 538.299 E-83 4+807.10 C= 540.784 E-84 4+888.30 C= 552.199 E-85 4+920.40 C= 555.375 E-86 5+038.90 C= 562.239 E-87 5+090.70 C= 570.154 E-88 5+135.80 C= 575.923 E-89 5+182.80 C= 575.993 E-90 5+241.60 C= 577.993 E-91 5+269.60 C= 588.293 E-92 5+371.10 C= 580.785 580 5 590 5 600 5 610 5 5+300 5+400 5+600 5+500 5+700 5+800 4.30% -2.07% 13.29% 14.14% 11.14% 11.48% 12.35% 5.95% 6.55% 14.06% 9.91% 5.79% 14.11% 2.06% 92 93 94 95 96 97 98 -0.10% 8.91% 14.27% 9.86% 17.27% C= 580.785 E-92 5+371.10 E-93 5+481.50 C= 580.665 E-94 5+593.10 C= 590.605 C= 597.760 E-95 5+641.40 C= 604.218 E-96 5+688.50 C= 607.936 E-97 5+726.20 C= 612.640 E-98 5+753.40 5 5 700 5 690 5 680 5 670 5 660 5 650 5 640 5 630 5 620 5 610 5 600 5+700 5+800 6+000 5+900 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 C= 612.640 E-98 5+753.40 E-99 5+786.20 C= 617.020 E-100 5+817.70 C= 621.355 E-101 5+931.30 C= 636.037 E-102 5+964.50 C= 641.748 E-103 6+020.50 C= 651.124 E-104 6+070.00 C= 658.262 E-105 6+117.50 C= 660.252 E-106 6+182.20 C= 666.059 E-107 6+196.90 C= 667.869 E-108 6+304.30 C= 682.918 E-109 6+345.80 C= 683.978 E-110 6+374.00 C= 686.804 E-111 6+460.00 C= 697.564 E-112 6+485.80 C= 700.709 E-113 6+520.40 C= 704.049 E-114 6+597.10 C= 699.12 E-115 6+618.50 C= 698.492 E-116 6+655.00 C=699.732 E-117 6+707.00 C= 702.739 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 42 46 DE LA CRUZ A ALDEA TAPESQUILLO II DEPARTAMENTO : REPARACION Y MANTENIMIENTO DE CARRETERA MUNICIPIO : CONTIENE : PLANIFICADOR PROYECTO: CONSTRUCCION ESCALA: FECHA: INDICADA MARZO 2006 2 5 A HOJA CALCULO: DISEÑO: HOJA PLANTA – PERFIL 1+808.50 1+886.60 1+961.70 2+074.50 2+175.30 2+273.30 2+329.80 2+449.60 2+474.30 2+535.60 2+565.00 2+620.20 2+650.30 2+698.30 2+738.70 2+808.90 2+860.70 2+872.00 1+902.20 2+957.30 2+980.50 3+003.40 3+047.90 3+017.30 3+058.60 3+111.30 3+176.90 3+266.60 3+317.00 3+335.20 3+386.80 3+450.00 3+480.00 3+505.50 3+548.80 3+582.90 3+604.70 3+655.60 3+705.60 3+730.10 3+809.40 3+861.60 3+937.90 N PLANTA – PERFIL PLANIFICADOR CONTIENE : MUNICIPIO : REPARACION Y MANTENIMIENTO DE CARRETERA DEPARTAMENTO : DE LA CRUZ A ALDEA TAPESQUILLO II CONSTRUCCION PROYECTO: 3 MARZO 2006 HOJA DISEÑO: CALCULO: HOJA A 5 INDICADA FECHA: ESCALA: 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 REPARACION Y MANTENIMIENTO DE CARRETERA PLANTA – PERFIL PROYECTO: CONSTRUCCION DE LA CRUZ A ALDEA TAPESQUILLO II DEPARTAMENTO : MUNICIPIO : CONTIENE : PLANIFICADOR ESCALA: FECHA: INDICADA 5 A HOJA CALCULO: DISEÑO: HOJA MARZO 2006 4 3+937.90 4+001.60 4+045.00 4+113.30 4+142.30 4+186.40 4+275.60 4+318.20 4+344.30 4+367.40 4+420.00 4+457.10 4+586.20 4+683.00 4+703.00 4+772.30 4+807.10 4+888.30 4+920.40 5+038.90 5+090.70 5+135.80 5+182.80 5+241.60 5+269.60 5+371.10 5+481.50 5+593.10 5+641.40 5+688.50 5+726.20 5+753.40 5+753.40 5+786.20 5+817.70 5+931.30 5+964.50 6+020.50 6+070.00 6+117.50 6+182.20 6+196.90 6+304.30 6+345.80 6+374.00 6+460.00 6+485.80 6+520.40 6+597.10 6+618.50 6+655.00 6+707.00 5 420 5 430 5 440 5 450 5 460 5 470 5 480 5 490 5 500 5 510 5 520 PLANTA – PERFIL PLANIFICADOR CONTIENE : MUNICIPIO : DEPARTAMENTO : DE LA CRUZ A ALDEA TAPESQUILLO CONSTRUCCION PROYECTO: REPARACION Y MANTENIMIENTO DE CARRETERA 1 MARZO 2006 HOJA DISEÑO: CALCULO: HOJA A 3 INDICADA FECHA: ESCALA: ESCALA 1:2000 PLANTA PERFIL CONSTRUCCION 430 5 420 5 410 5 400 5 390 5 380 5 370 5 360 5 350 5 340 3 A HOJA CALCULO: DISEÑO: HOJA 2 DEPARTAMENTO : MUNICIPIO : CONTIENE : PLANIFICADOR PLANTA – PERFIL 260 270 280 290 300 310 320 330 340 350 5 5 5 5 5 5 5 5 5 HOJA A CONSTRUCCION PLANTA – PERFIL PLANIFICADOR CONTIENE : MUNICIPIO : DEPARTAMENTO : 3 HOJA DISEÑO: CALCULO: 3 5 5 5 5 5 5 5 5 5 630 620 610 600 590 580 570 560 550 540 N 6 CALCULO: DISEÑO: HOJA 4 DEPARTAMENTO : MUNICIPIO : CONTIENE : PLANIFICADOR PLANTA – PERFIL USAC UNIDAD DE EPS A HOJA REPARACION Y MANTENIMIENTO DE CARRETERA DE LA CRUZ A ALDEA TAPESQUILLO PROYECTO: ESCALA: FECHA: INDICADA MARZO 2006 MARZO 2006 INDICADA FECHA: ESCALA: PROYECTO: DE LA CRUZ A ALDEA TAPESQUILLO REPARACION Y MANTENIMIENTO DE CARRETERA C= 501.25 E-0 0+000 C= 493.713 E-1 0+073.40 C= 486.478 E-3 0+176.00 C= 476.448 E-4 0+253.25 C= 473.353 E-5 0+274.50 C= 458.066 E-6 0+368.00 C= 426.683 E-12 0+159.10 C= 417.893 E-13 0+857.80 C= 385.633 E-19 1+155.90 C=380.353 E-20 1+196.15 C= 377.898 E-21 1+218.95 C=373.838 E-22 1+251.750 C= 369.711 E-23 1+300.500 C= 364.423 E-24 1+339.00 C= 360.693 E-25 1+375.65 C= 358.713 E-26 1+389.60 C= 356.303 E-27 1+407.60 C= 351.723 E-28 1+446.10 C= 408.47 E-14 0+964.650 C= 409.723 E-15 0+994.100 C= 400.913 E-16 1+033.00 C= 397.573 E-17 1+056.10 C=393.073 E-18 1+090.00 E-7 0+424.15 C= 451.670 E-8 0+468.40 C= 449.900 E-9 0+526.700 C= 443.530 E-10 0+502.15 C= 430.220 E-11 0+734.90 C= 429.033 C= 488.998 E-2 0+154.00 E- 28 1+446.10 C= 351.723 E-29 1+502.45 C= 344.643 E-30 1+566.55 C= 334.645 C= 331.315 E-31 +1+596. C= 327.615 E-33 1+669.05 C= 322.623 E-34 1+689 C= 319.903 E-35 1+701.90 C= 1+701.90 E-36 1+732.20 C= 313.683 E-37 1+757.60 E-38 1+793.55 C= 300.463 E-39 1+870.10 C= 288.853 E-40 1+935.05 C=276.758 E-41 1+950.25 C= 274.418 E-42 1+960.90 C= 273.148 E-32 1+627.35 E-45 2+049.40 C= 262.74 E-46 2+094.10 C= 255.151 E-47 2+180 C= 248.191 E-43 1+988.30 C= 268.556 E-44 1+998.20 C= 267.666 N N N 410 5 5 400 C= 308.463 E-47 2+180 E-46 2+094.10 E-45 2+049.40 E-44 1+998.20 E-43 1+988.30 E-42 1+960.90 E-41 1+950.25 E-40 1+935.05 E-39 1+870.10 E-38 1+793.55 E-37 1+757.60 E-36 1+732.20 E-35 1+701.90 E-34 1+689 E-33 1+669.05 E-32 1+627.35 E-31 +1+596. E-30 1+566.55 E-29 1+502.45 E- 28 1+446.10 E-11 0+734.90 C= 428.033 DRENAJE DRENAJE TRANSVERSAL ESC. HORIZONTAL 1:2000 ESC. VERTICAL 1:500 ESC. VERTICAL 1:500 ESC. HORIZONTAL 1:2000 PLANTA ESCALA 1:2000 ESC. HORIZONTAL 1:2000 ESC. VERTICAL 1:500 PERFIL PLANTA ESCALA 1:2000 ESC. HORIZONTAL 1:2000 ESC. VERTICAL 1:500 PERFIL PLANTA ESCALA 1:1000 ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:500 PERFIL PLANTA ESCALA 1:1000 ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:500 PERFIL PLANTA ESCALA 1:1000 ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:500 PERFIL E-0 0+000 E-1 0+073.40 E-2 0+154.00 E-3 0+176.00 E-4 0+253.25 E-5 0+274.50 E-6 0+368.00 E-7 0+424.15 E-8 0+468.40 E-9 0+526.700 E-10 0+502.15 E-11 0+734.90 DRENAJE TRANSVERSAL E-11 0+734.90 E-12 0+159.10 E-13 0+857.80 E-14 0+964.650 E-15 0+994.100 E-16 1+033.00 E-17 1+056.10 E-18 1+090.00 E-19 1+155.90 E-20 1+196.15 E-21 1+218.95 E-22 1+251.750 E-23 1+300.500 E-24 1+339.00 E-25 1+375.65 E-26 1+389.60 E-27 1+407.60 E-28 1+446.10 DRENAJE TRANSVERSAL DRENAJE TRANSVERSAL DRENAJE TRANSVERSAL DRENAJE TRANSVERSAL 5 5 5 5 5 5 5 5 5 5 5 SECCION TIPICA EN RECTA CUNETA CONFORMADA DE 0.25MTS BALASTO COMPACTADO DE 0.10 MTS SUELO NATURAL BALASTO COMPACTADO DE 0.10 MTS CUNETA CONFORMADA CON CAPACIDAD PARA DRENAR AGUA PLUVIAL DE 0.10 MTS DATOS DE LA CUNETA SOBRE ANCHO 0.25 MTS PERALTE 0.22 MTS ESCALA 1:20 1:20 ESCALA SECCION TIPICA EN CURVA INDICADA MARZO 2006 DE LA CRUZ A ALDEA TAPESQUILLO II REPARACION Y MANTENIMIENTO DE CARRETERA ESCALA: FECHA: PROYECTO: CALCULO: DISEÑO: DEPARTAMENTO : A HOJA MUNICIPIO : CONTIENE : PLANIFICADOR CONSTRUCCION SECCION TIPICA 1 4 HOJA 2 % 2 %