Road San Jose Mazanca – Pacasmayo DWG Block for AutoCAD

Road San Jose Mazanca – Pacasmayo DWG Block for AutoCAD

LOCATED IN LA LIBERTAD; IHIS ROAD JOIN SAN JOSE MAZANCA STREET WITH Av, PANAMERICANA

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

vertical, scales, der, left, cant pattern, huaca, sanjose, stadium, bridge, comp, san jose, coloche, channel, sports slab, cemetery, telephone line, sewer, fallen wall, high wall, martha noriega, commission of irrigators, second g. ventura, alcant, casa, a cavour, a mazanca, paved road, adobe wall, poare, ear-d, sewers, axis trail, high tension line, cultivation land, power line, telephone mailbox, drain, ea, eb, conarruccion de, ampliacion, tan, ext., elements of curve, plant, longitudinal profile, dimensions of land, diarancias to origin, partial diarancias, numeration of profiles, codes, house, pole, slopes, height of cut, height of filling, ground levels, ground dimensions, distances to origin, partial distances, curvature diagram, straight

Raw text data extracted from CAD file:

\A1;48.00 \A1;161.00 \A1;231.00 \A1;206.92 VERTICAL HORIZONTAL = ESCALAS = DER IZQ DIAGRAMA DE PERALTES X= Y= 16°5'10.3" 27°7'48.4" 18°24'54.1" 2°54'5.5" 68°1'6.1" 48°44'21.9" 16°43'37.6" 71°41'49.3" 70°55'5.7" 3°49'39.3" 21°8'39.6" 72°3'34.4" 10°44'41.6" 12°31'20.8" 11°2'40.5" 80°45'47.2" 27°57'53.6" 5°46'39.4" 26°58'38.4" HUACA 13400 S A N J O S E E S T A D I O 1565 59.56 PUENTE 1 1566 58.85 PUENTE 1 1568 59.35 PUENTE 1 1569 58.97 COMP 1 1570 58.95 COMP 1 1571 58.81 COMP 1 1573 58.72 COMP 1 1574 58.64 COMP 1 1018 55.54 ET 1 SAN JOSE COLOCHE CANAL LOSA DEPORTIVA CEMENTERIO LINEA TELEFONICA ALCANTARILLA MURO CAIDO MURO ALTO MARTHA NORIEGA COMISION DE REGANTES SEGUNDO G. VENTURA 1 2 3 4 40.26 40.18 40.43 40.15 40.33 40.55 40.92 42.5 EAR-A1 542 39.38 ALCANT 1 769 39.83 ET 1 789 40.10 ET 1 509 40.77 BP 1 845 41.42 ET 1 CASA A Cavour A Mazanca carretera asfaltada 40.88 40.58 40.23 54.42 40.35 42.00 41.00 MURO DE ADOBE POARE EAR-D ALCANTARILLAS 1 2 3 4 5 6 7 9 10 11 12 19 Eje trocha ALCANTARILLA LINEA DE ALTA TENSION POARE POARE POARE POARE POARE TERRENO DE CULTIVO TERRENO DE CULTIVO TERRENO DE CULTIVO TERRENO DE CULTIVO POARE POARE POARE POARE POARE CASA POARE POARE POARE POARE POARE POARE POARE 921 44.13 ALCANT 1 POARE POARE POARE POARE 53.00 POARE POARE POARE 55.98 POARE POARE POARE POARE LINEA ELECTRICA BUZON TELEF. 61.54 PI-1 PI-2 PI-8 PI-14 5 5 5 5 DREN 671000 E DREN ALCANTARILLA ESC: 1/3000 0+000 0+023.945 0+198.327 0+286.692 0+389.249 0+438.883 0+565.787 0+617.850 0+679.179 R=20 0+750.205 0+809.746 0+956.096 1+185.556 1+396.516 1+479.726 1+554.571 1+698.305 2+202.661 2+660.723 PI-3 PI-4 PI-5 PI-6 PI-7 PI-9 PI-10 PI-11 PI-13 67200 9189100 69700 9186600 69700 9189100 72200 9186600 72200 9189100 698200 E 698300 E 698400 E 698500 E 698600 E 698700 E 698800 E 698900 E 699000 E 699100 E 699200 E 699300 E 699400 E 699500 E 699600 E 699700 E 699800 E 699900 E 670000 E 670100 E 670200 E 670300 E 670400 E 670500 E 670600 E 670700 E 670800 E 670900 E 671000 E 671100 E 671200 E 9'185,000 N 9'185,100 N 9'185,200 N 9'185,300 N 9'185,400 N 9'185,500 N 9'185,600 N 9'185,700 N 9'185,800 N 9'185,900 N 9'186,000 N 9'186,100 N 9'185,000 N 9'186,200 N 9'186,300 N 9'186,400 N 9'186,500 N 9'186,600 N 9'186,700 N 9'186,800 N 9'186,900 N 9'187,000 N 9'187,100 N 9'187,200 N 9'187,400 N 9'187,500 N 9'187,600 N 9'187,700 N 9'187,800 N 9'187,900 N 9'188,000 N 9'188,100 N 9'188,200 N 699100 E 699200 E 699300 E 699300 E 699400 E 699500 E 699600 E 699700 E 699800 E 699900 E 670000 E 670100 E 670200 E 670400 E 670600 E 9'187,300 N POARE PUENTE ALCANTARILLA POARE KM 1 KM 0 KM 0.5 KM 1.5 KM 2 KM 2.5 KM 3 KM 3.08 E-A E-B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 0+000 0+023.945 R=30 0+030.605 R=30 0+198.327 R=100 0+245.678 R=100 0+286.692 R=50 0+302.763 R=50 0+389.249 R=100 0+394.313 R=100 0+435.509 R=30 0+471.123 R=30 0+605.445 R=100 0+718.317 R=100 0+805.315 R=50 0+808.655 R=50 0+951.664 R=100 0+988.568 R=100 1+181.124 R=15 1+199.989 R=15 1+392.084 R=50 1+401.461 R=50 1+475.295 R=20 1+479.666 R=20 1+550.140 R=30 1+555.923 R=30 1+693.873 R=50 1+764.352 R=50 2+198.229 R=60 2+227.513 R=60 2+656.056 R=100 2+666.608 R=100 3+086.712 POARE POARE POARE POARE POARE CASA POARE DREN 9'186,000 N 9'186,100 N 9'186,200 N 9'186,300 N 9'186,400 N 9'186,500 N 699500 E 699600 E 699700 E 699800 E 699900 E 670000 E 670100 E POARE ALCANTARILLA POARE KM 1 KM 1.5 KM 2 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 CONARRUCCION DE 1+900 2+000 2+100 0+951.664 R=100 0+988.568 R=100 1+181.124 R=15 1+199.989 R=15 1+392.084 R=50 1+401.461 R=50 1+475.295 R=20 1+479.666 R=20 1+550.140 R=30 1+555.923 R=30 1+693.873 R=50 1+764.352 R=50 9'185,900 N HUACA SAN JOSE COLOCHE CANAL MURO CAIDO MURO ALTO CASA A Cavour A Mazanca carretera asfaltada MURO DE ADOBE POARE EAR-D ALCANTARILLAS Eje trocha ALCANTARILLA LINEA DE ALTA TENSION POARE POARE POARE POARE POARE POARE POARE POARE POARE POARE POARE POARE POARE POARE DREN AMPLIACION 0+000 R=20 9'185,200 N 9'185,300 N 9'185,400 N 9'185,500 N 9'185,600 N 9'185,700 N 9'185,800 N 9'186,500 N 9'186,600 N 9'186,700 N 9'186,800 N 9'186,900 N 9'187,000 N 9'187,100 N 9'187,200 N 9'187,400 N 9'187,500 N 9'187,600 N 699200 E 699300 E 699400 E 699500 E 670200 E 670400 E 9'187,300 N PUENTE ALCANTARILLA KM 1 KM 0 KM 0.5 KM 2 KM 2.5 KM 3 KM 3.08 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 0+023.945 R=30 0+030.605 R=30 0+198.327 R=100 0+245.678 R=100 0+286.692 R=50 0+302.763 R=50 0+389.249 R=100 0+394.313 R=100 0+435.509 R=30 0+471.123 R=30 0+605.445 R=100 0+718.317 R=100 0+805.315 R=50 0+808.655 R=50 0+951.664 R=100 0+988.568 R=100 2+198.229 R=60 2+227.513 R=60 2+656.056 R=100 2+666.608 R=100 3+086.712 699100 E 699000 E 698900 E 9'185,900 N 670300 E 670100 E 9'186,600 N 72°24'31" 16°24'13" 25°29'23" I D D I D D S N R 0+683.30 0+000.00 0+240.853 0+167.627 0+427.26 0+435.509 TAN PC LC 0+737.285 0+471.123 0+452.535 0+290.954 0+221.937 0+044.647 Ext. PT 1.80 2.40 3.00 3.30 5.00 3.00 2.00 44.647 50.101 25.275 53.385 52.505 35.614 54.206 25.223 27.14 26.54 20.054 14.64 27.563 22.56 145 120 60 20 175 125 125 7 0+900.81 0+953.315 0+937.35 20°44'48" I 4 3 2 1 ELEMENTOS DE CURVA 0+711.04 0+530.60 0+431.80 0+266.08 0+195.26 0+000.00 PI A 24°50'48" 20°27'48" 36°57'48" 15°02'35" 21°35'09" I I D I D S N R 1+1132.927 1+398.69 1+317.70 1+584.05 1+475.023 TAN PC LC 1+591.60 1+532.784 1+458.969 1+377.252 1+1152.37 Ext. PT 2.80 0.10 1.85 2.20 2.70 19.45 60.279 57.761 7.10 59.552 30.50 3.55 29.047 30.000 11.363 60 220 160 200 15 12 11 10 9 8 ELEMENTOS DE CURVA 1+588.05 1+504.07 1+429.19 1+347.70 1+1144.29 PI A 17°03'38" 74°17'46" 06°47'05" I D S N R 2+153.614 2+603.123 TAN PC LC 2+613.549 2+177.156 Ext. PT 0.128 1.832 29.351 9.564 4.785 14.975 100 50 15 14 ELEMENTOS DE CURVA 2+607.98 2+168.589 PI A 05°46'39" 26°58'38" ESC: H 1/2000 PLANTA ESC. H: 1/2000 PERFIL LONGITUDINAL V: 1/200 5 6 ALCANTARILLA ALCANTARILLA 1+800 1+800 ALCANTARILLA PI-12 KM-1 KM-0 PI-15 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 0+000 0+167.747 R=125 0+221.921 R=125 0+240.077 R=175 0+290.126 R=175 0+415.983 R=20 0+441.218 R=20 0+525.807 R=60 0+564.403 R=60 0+678.479 R=120 0+730.343 R=120 0+892.827 R=145 0+947.153 R=145 1+135.790 R=15 1+154.804 R=15 1+323.408 R=200 1+370.754 R=200 1+409.178 R=160 1+447.565 R=160 1+485.781 R=220 1+520.465 R=220 1+583.510 R=60 1+590.615 R=60 1+650.797 R=50 1+716.624 R=50 2+001.994 2+153.614 R=50 2+177.156 R=50 2+603.123 R=100 2+613.549 R=100 3+028.881 KM-0.5 KM-1 KM-1.5 KM-2 KM-2.5 KM-3 KM-3.03 1000 100 P.C. 37.50 37.50 40.00 40.00 42.50 42.50 45.00 45.00 47.50 47.50 50.00 50.00 52.50 52.50 55.00 55.00 Cotas de Terreno 40.100 40.088 40.077 40.065 40.054 40.042 40.031 40.019 40.007 39.996 39.984 39.973 39.962 39.954 39.947 39.942 39.940 39.939 39.941 39.944 39.950 39.957 39.966 39.978 39.991 40.007 40.024 40.044 40.065 40.089 40.114 40.142 40.170 40.199 40.227 40.256 40.284 40.313 40.341 40.370 40.398 40.427 40.455 40.482 40.502 40.517 40.526 40.529 40.526 40.517 40.503 40.482 40.456 40.424 40.386 40.345 40.305 40.265 40.225 40.185 40.146 40.112 40.086 40.066 40.054 40.049 40.051 40.060 40.076 40.099 40.322 40.360 40.404 40.456 40.514 40.579 40.646 40.712 40.779 40.845 40.912 40.978 41.045 41.111 41.178 41.244 41.311 41.377 41.444 41.510 41.577 41.643 41.710 41.776 41.843 41.909 41.976 42.042 42.111 42.186 42.266 42.352 42.444 42.541 42.644 42.752 42.866 42.985 43.110 43.240 43.374 43.507 43.640 43.773 43.906 44.041 44.184 44.337 44.500 44.672 44.854 45.045 45.245 45.456 45.674 45.895 46.116 46.336 46.557 46.777 46.998 47.218 47.439 47.659 47.884 48.116 48.356 48.605 48.862 49.127 49.400 49.682 49.971 50.269 50.571 50.872 51.173 51.475 51.776 52.094 52.479 52.933 53.453 53.990 54.527 54.681 DiARancias a Origen 0.002 20.002 40.002 60.002 80.002 100.002 120.002 140.002 160.002 180.002 200.002 220.002 240.002 260.002 280.002 300.002 320.002 340.002 360.002 380.002 400.002 420.002 440.002 460.002 480.002 500.002 520.002 540.002 560.002 580.002 600.002 620.002 640.002 660.002 680.002 700.002 720.002 740.002 760.002 780.002 800.002 820.002 840.002 860.002 880.002 900.002 920.002 940.002 960.002 980.002 1000.002 1020.002 1040.002 1060.002 1080.002 1100.002 1120.002 1140.002 1160.002 1180.002 1200.002 1220.002 1240.002 1260.002 1280.002 1300.002 1320.002 1340.002 1360.002 1380.002 1400.002 1420.002 1440.002 1460.002 1480.002 1500.002 1520.002 1540.002 1560.002 1580.002 1600.002 1620.002 1640.002 1660.002 1680.002 1700.002 1720.002 1740.002 1760.002 1780.002 1800.002 1820.002 1840.002 1860.002 1880.002 1900.002 1920.002 1940.002 1960.002 1980.002 2000.002 2020.002 2040.002 2060.002 2080.002 2100.002 2120.002 2140.002 2160.002 2180.002 2200.002 2220.002 2240.002 2260.002 2280.002 2300.002 2320.002 2340.002 2360.002 2380.002 2400.002 2420.002 2440.002 2460.002 2480.002 2500.002 2520.002 2540.002 2560.002 2580.002 2600.002 2620.002 2640.002 2660.002 2680.002 2700.002 2720.002 2740.002 2760.002 2780.002 2800.002 2820.002 2840.002 2860.002 2880.002 2900.002 2920.002 2940.002 2960.002 2980.002 3000.002 3020.002 3040.002 3060.002 3080.002 3085.729 DiARancias Parciales 0.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 5.727 Numeracion de Perfiles 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 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 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 Codigos casa 1 2 4 EAR-A1 542 39.38 ALCANT 1 509 40.77 BP 1 40.23 POARE TERRENO DE CULTIVO TERRENO DE CULTIVO PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 E-A E-B KM-0 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 0+000 0+167.747 R=125 0+221.921 R=125 0+240.077 R=175 0+290.126 R=175 0+415.983 R=20 0+441.218 R=20 0+525.807 R=60 0+564.403 R=60 0+678.479 R=120 0+730.343 R=120 0+892.827 R=145 0+947.153 R=145 KM-0.5 KM-1 casa 769 39.83 ET 1 789 40.10 ET 1 845 41.42 ET 1 5 6 POARE TERRENO DE CULTIVO TERRENO DE CULTIVO TERRENO DE CULTIVO TERRENO DE CULTIVO POARE POARE POARE POSTE PI-8 PI-7 PI-9 PI-10 PI-11 PI-13 PI-12 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 0+892.827 R=145 0+947.153 R=145 1+135.790 R=15 1+154.804 R=15 1+323.408 R=200 1+370.754 R=200 1+409.178 R=160 1+447.565 R=160 1+485.781 R=220 1+520.465 R=220 1+583.510 R=60 1+590.615 R=60 1+650.797 R=50 1+716.624 R=50 2+001.994 KM-1 KM-1.5 KM-2 1018 55.54 ET 1 ALCANTARILLA TERRENO DE CULTIVO TERRENO DE CULTIVO 921 44.13 ALCANT 1 PI-14 PI-15 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 2+001.994 2+153.614 R=50 2+177.156 R=50 2+603.123 R=100 2+613.549 R=100 KM-2 KM-2.5 KM-3 ESC: H 1/2000 PLANTA ESC. H: 1/2000 PERFIL LONGITUDINAL V: 1/200 1000 100 P.C. 37.50 37.50 40.00 40.00 42.50 42.50 PENDIENTES P=0.015857%, D=1400.00000. ALTURA DE CORTE 0.019 0.045 0.070 0.096 0.120 0.146 0.171 0.197 0.222 0.246 0.262 0.274 0.280 0.280 0.274 0.262 0.244 ALTURA DE RELLENO 0.015 0.029 0.045 0.059 0.074 0.088 0.103 0.118 0.133 0.148 0.162 0.176 0.187 0.197 0.206 0.211 0.215 0.216 0.216 0.213 0.210 0.204 0.195 0.185 0.172 0.158 0.142 0.124 0.103 0.081 0.056 0.031 0.006 COTAS DE RASANTE 40.103 40.106 40.110 40.113 40.116 40.119 40.122 40.125 40.129 40.132 40.135 40.138 40.141 40.144 40.148 40.151 40.154 40.157 40.160 40.163 40.167 40.170 40.173 40.176 40.179 40.182 40.186 40.189 40.192 40.195 40.198 40.201 40.205 40.208 40.211 40.214 40.217 40.221 40.224 40.227 40.230 40.233 40.236 40.240 40.243 40.246 40.249 40.252 40.255 40.259 COTAS DE TERRENO 0.000 40.088 40.077 40.065 40.054 40.042 40.031 40.019 40.007 39.996 39.984 39.973 39.962 39.954 39.947 39.942 39.940 39.939 39.941 39.944 39.950 39.957 39.966 39.978 39.991 40.007 40.024 40.044 40.065 40.089 40.114 40.142 40.170 40.199 40.227 40.256 40.284 40.313 40.341 40.370 40.398 40.427 40.455 40.482 40.502 40.517 40.526 40.529 40.526 40.517 40.503 DISTANCIAS A ORIGEN 0.000 20.000 40.000 60.000 80.000 100.000 120.000 140.000 160.000 180.000 200.000 220.000 240.000 260.000 280.000 300.000 320.000 340.000 360.000 380.000 400.000 420.000 440.000 460.000 480.000 500.000 520.000 540.000 560.000 580.000 600.000 620.000 640.000 660.000 680.000 700.000 720.000 740.000 760.000 780.000 800.000 820.000 840.000 860.000 880.000 900.000 920.000 940.000 960.000 980.000 1000.000 DISTANCIAS PARCIALES 0.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 DIAGRAMA DE CURVATURA RECTA L=167.747 R=125.000 L=54.174 RECTA L=18.155 R=-175.000 L=50.050 RECTA L=125.856 R=20.000 L=25.235 RECTA L=84.590 R=-60.000 L=38.596 RECTA L=114.076 R=-120.000 L=51.864 RECTA L=162.484 R=-145.000 L=54.326 RECTA L=188.637 B B 0.00 2.00 8.00 8.00 -2.00 2.00 -2.00 0.00 -8.00 -8.00 -2.00 -2.00 B B 0.00 2.00 8.00 8.00 2.00 0.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 B -2.00 -2.00 -8.00 -8.00 0.00 -2.00 2.00 -2.00 8.00 8.00 2.00 0.00 -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 0.00 2.00 8.00 8.00 2.00 0.00 0.00 2.00 8.00 8.00 2.00 0.00 0.00 2.00 8.00 8.00 2.00 0.00 0.000 143.747 151.747 159.747 183.747 205.921 224.077 229.921 232.077 237.921 256.077 274.126 298.126 306.126 314.126 391.983 399.983 407.983 424.600 432.600 449.218 457.218 465.218 501.807 509.807 517.807 541.105 549.105 572.403 580.403 588.403 654.479 662.479 670.479 694.479 714.343 738.343 746.343 754.343 868.827 876.827 884.827 908.827 931.153 955.153 963.153 971.153 1000 100 P.C. 40.00 40.00 42.50 42.50 PENDIENTES P=0.279433%, D=141.00000. P=0.332184%, D=261.00000. P=0.407763%, D=319.54800. ALTURA DE CORTE 0.244 0.220 0.191 0.156 0.115 0.071 0.027 0.000 0.000 0.000 0.000 0.001 0.000 0.001 ALTURA DE RELLENO 0.016 0.059 0.102 0.144 0.181 0.211 0.234 0.249 0.257 0.258 0.252 0.240 0.220 0.000 0.018 0.030 0.034 0.032 0.022 0.011 0.001 0.000 0.001 0.000 0.000 0.000 0.000 0.013 0.028 0.044 0.058 0.074 0.088 0.104 0.116 0.123 0.124 COTAS DE RASANTE 40.322 40.259 40.262 40.265 40.268 40.271 40.274 40.278 40.281 40.284 40.287 40.290 40.293 40.297 40.300 40.303 40.306 40.309 40.312 40.316 40.319 40.322 40.378 40.434 40.490 40.546 40.601 40.657 40.713 40.779 40.846 40.912 40.978 41.045 41.111 41.178 41.244 41.311 41.377 41.443 41.510 41.576 41.656 41.738 41.819 41.901 41.983 42.064 42.146 42.227 42.309 42.390 COTAS DE TERRENO 40.322 40.503 40.482 40.456 40.424 40.386 40.345 40.305 40.265 40.225 40.185 40.146 40.112 40.086 40.066 40.054 40.049 40.051 40.060 40.076 40.099 40.322 40.360 40.404 40.456 40.514 40.579 40.646 40.712 40.779 40.845 40.912 40.978 41.045 41.111 41.178 41.244 41.311 41.377 41.444 41.510 41.577 41.643 41.710 41.776 41.843 41.909 41.976 42.042 42.111 42.186 42.266 DISTANCIAS A ORIGEN 1400.002 1000.000 1020.000 1040.000 1060.000 1080.000 1100.000 1120.000 1140.000 1160.000 1180.000 1200.000 1220.000 1240.000 1260.000 1280.000 1300.000 1320.000 1340.000 1360.000 1380.000 1400.000 1420.000 1440.000 1460.000 1480.000 1500.000 1520.000 1540.000 1560.000 1580.000 1600.000 1620.000 1640.000 1660.000 1680.000 1700.000 1720.000 1740.000 1760.000 1780.000 1800.000 1820.000 1840.000 1860.000 1880.000 1900.000 1920.000 1940.000 1960.000 1980.000 2000.000 DISTANCIAS PARCIALES 0.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 0.002 19.998 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 DIAGRAMA DE CURVATURA RECTA L=188.637 R=15.000 L=19.013 RECTA L=168.604 R=-200.000 L=47.346 RECTA L=38.423 R=160.000 L=38.388 RECTA L=38.216 R=-220.000 L=34.684 RECTA L=63.046 R=-60.000 L=7.105 RECTA L=60.182 R=-50.000 L=65.828 RECTA L=285.370 B 0.00 2.00 8.00 8.00 2.00 0.00 B B -2.00 -2.00 -8.00 -8.00 0.00 8.00 8.00 0.00 -8.00 -8.00 -2.00 -2.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 0.00 2.00 8.00 8.00 0.00 -8.00 -8.00 0.00 8.00 8.00 2.00 0.00 0.00 2.00 8.00 8.00 2.00 0.00 0.00 2.00 8.00 8.00 2.00 0.00 1111.790 1119.790 1127.790 1141.297 1149.297 1162.804 1170.804 1178.804 1299.408 1307.408 1315.408 1339.081 1355.081 1389.966 1424.371 1432.371 1447.565 1499.123 1507.123 1528.465 1536.465 1544.465 1559.510 1567.510 1575.510 1583.063 1591.063 1598.615 1606.615 1614.615 1626.797 1634.797 1642.797 1666.797 1700.624 1724.624 1732.624 1740.624 1000 100 P.C. 40.00 40.00 42.50 42.50 45.00 45.00 47.50 47.50 50.00 50.00 52.50 52.50 55.00 55.00 PENDIENTES P=0.664044%, D=216.55200. P=0.951374%, D=141.90000. P=1.102778%, D=180.00000. P=1.253800%, D=161.82800. P=1.522782%, D=159.24800. P=2.107692%, D=39.00000. P=2.641239%, D=65.65100. ALTURA DE CORTE 0.020 0.000 0.001 0.000 0.001 0.000 0.001 0.000 0.001 0.000 0.017 0.006 0.001 0.009 ALTURA DE RELLENO 0.011 0.001 0.124 0.120 0.109 0.094 0.073 0.046 0.014 0.024 0.031 0.034 0.033 0.033 0.033 0.032 0.032 0.030 0.020 0.005 0.032 0.051 0.059 0.058 0.048 0.028 0.000 0.026 0.045 0.055 0.057 0.051 0.037 0.014 0.000 0.003 0.006 0.010 0.013 0.016 0.003 0.033 0.000 0.008 COTAS DE RASANTE 42.886 44.324 47.659 49.688 42.390 42.472 42.553 42.635 42.717 42.798 42.880 43.009 43.141 43.274 43.407 43.540 43.673 43.805 43.938 44.071 44.204 44.342 44.532 44.723 44.913 45.103 45.293 45.484 45.674 45.895 46.115 46.336 46.556 46.777 46.997 47.218 47.438 47.659 47.910 48.160 48.411 48.662 48.913 49.164 49.414 49.665 49.965 50.269 50.574 50.878 51.183 51.487 51.792 52.097 52.512 52.933 53.461 53.989 54.518 COTAS DE TERRENO 42.875 44.323 47.659 49.708 42.266 42.352 42.444 42.541 42.644 42.752 42.866 42.985 43.110 43.240 43.374 43.507 43.640 43.773 43.906 44.041 44.184 44.337 44.500 44.672 44.854 45.045 45.245 45.456 45.674 45.895 46.116 46.336 46.557 46.777 46.998 47.218 47.439 47.659 47.884 48.116 48.356 48.605 48.862 49.127 49.400 49.682 49.971 50.269 50.571 50.872 51.173 51.475 51.776 52.094 52.479 52.933 53.453 53.990 54.527 DISTANCIAS A ORIGEN 2121.550 2338.102 2660.002 2821.830 2000.000 2020.000 2040.000 2060.000 2080.000 2100.000 2120.000 2140.000 2160.000 2180.000 2200.000 2220.000 2240.000 2260.000 2280.000 2300.000 2320.000 2340.000 2360.000 2380.000 2400.000 2420.000 2440.000 2460.000 2480.000 2500.000 2520.000 2540.000 2560.000 2580.000 2600.000 2620.000 2640.000 2660.000 2680.000 2700.000 2720.000 2740.000 2760.000 2780.000 2800.000 2820.000 2840.000 2860.000 2880.000 2900.000 2920.000 2940.000 2960.000 2980.000 3000.000 3020.000 3040.000 3060.000 3080.000 DISTANCIAS PARCIALES 0.000 20.000 20.000 20.000 20.000 20.000 20.000 1.550 18.450 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 18.102 1.898 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 0.002 19.998 20.000 20.000 20.000 20.000 20.000 20.000 20.000 1.830 18.170 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 20.000 DIAGRAMA DE CURVATURA RECTA L=285.370 RECTA L=151.620 R=50.000 L=23.542 RECTA L=425.967 R=-100.000 L=10.426 RECTA L=415.332 B 0.00 2.00 8.00 8.00 2.00 0.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 B B -2.00 -2.00 -8.00 -8.00 -2.00 -2.00 0.00 2.00 8.00 8.00 2.00 0.00 2129.614 2137.614 2145.614 2161.385 2169.385 2185.156 2193.156 2201.156 2579.123 2587.123 2595.123 2604.336 2612.336 2621.549 2629.549 2637.549 3028.881 ESC. H: 1/2000 PERFIL LONGITUDINAL V: 1/200 ESC: H 1/2000 PLANTA I 1+622.677 1+738.856 15.710 103.27 67.773 50 13 1+690.45 73°57'44" 5

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, HIGHWAY, join, jose, la, libertad, located, pavement, Road, route, san, street