Project Way DWG Full Project for AutoCAD

Project Way DWG Full Project for AutoCAD

Geometric plant axis of road type

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

national polytechnic institute, teacher :, group :, zacatenco unit, students :, plane :, key, date :, esc :, mts., acot :, terrestrial track academy, geometric plant, location sketch, united states, mexico, Guatemala, Belize, Tropic of Cancer, Pacific Ocean, Gulf of Mexico, Sn. Mateo Peñasco, State of Oaxaca, Oaxaca, Sn. mateo, crag, notes, symbols, population a, meters, master curve, simple curve, chains, curve number, mileage of the curve, line axis, no., coordinates, chain, road, axis, square construction of axes, km-pt, km-pc, km-pi, data for trace of simple horizontal curves, km-et, km-ce, ste, data for tracing spiral horizontal curves, km-te, km-ec, road project

Raw text data extracted from CAD file:

0+540 \A1;ANCHO DE CORONA 9.00 m. \A1;CARRIL 3.50 m. ACOTAMIENTO 1.00 m. \A1;ANCHO DEL DERECHO DE VÍA 40.00 m. CAMINO TIPO B ; VP = 60 Km / h 1 : 2000 ESCUELA SUPERIOR DE INGENIERIRA Y ARQUITECTURA \H1.2x; INSTITUTO POLITECNICO NACIONAL 05 / DICIEMBRE / 2008 PG-01 \W0.14360; CAMINOS Y \W0.14360; FERROCARRILES PROFESOR: GRUPO: 6CV2 UNIDAD ZACATENCO ALUMNOS: PLANO: CLAVE FECHA: ESC: N mts. ACOT: ACADEMIA DE VÍAS TERRESTRES PLANTA GEOMÉTRICA N E S W CROQUIS DE LOCALIZACIÓN N 110° 100° 90° 110° 100° 90° ESTADOS UNIDOS MÉXICO GUATEMALA BELICE TRÓPICO DE CÁNCER OCÉANO PACÍFICO GOLFO DE MÉXICO SN. MATEO PEÑASCO ESTADO DE OAXACA MÉXICO OAXACA SN. MATEO PEÑASCO N NOTAS SIMBOLOGÍA EQUIDISTANCIA ENTRE CURVAS DE NIVEL: 5 METROS BRIGADA 5 * 1325 1350 1375 1400 1425 1450 1475 1500 1525 1550 1575 1550 1525 1500 1475 1450 1425 1750 1600 1625 1275 1475 1500 1550 1475 1450 1475 1500 1450 1450 1475 1450 1450 1425 1400 1500 1375 1400 1400 1425 1375 1625 1375 1525 1575 1350 1300 1275 1325 1600 1575 1250 1225 1425 1450 1400 1350 1325 1375 1325 1350 1475 1375 1400 1450 1425 1475 1525 1500 1450 1350 1475 1425 1400 1400 1375 1300 1275 1275 1300 1325 1350 1375 1400 1425 1325 1525 1525 1500 1325 1350 1300 1450 1475 1500 1075 1150 1125 1100 1150 1275 1175 1075 1125 1200 1225 1250 1125 1150 1175 1375 1275 1225 1250 1300 1325 1350 1225 1350 1275 1300 1325 1250 1325 1375 1350 1325 1300 1375 1400 1350 1425 1400 1300 1425 1400 1375 1425 1300 1325 1275 1225 1250 1375 1650 1700 1750 1725 1425 1450 1400 1625 1500 1525 1575 1550 1600 1475 1500 1525 1450 1375 1400 1425 1450 1350 1325 1375 1400 1425 1150 1075 1100 1675 1400 1425 X 50,000 X 50,200 X 50,400 X 50,600 X 50,800 X 51,000 X 51,200 X 51,400 X 51,600 X 51,800 X 52,000 X 52,200 X 52,400 Y10,200 Y10,400 Y10,600 Y10,800 Y11,000 Y11,200 Y11,400 Y11,600 Y11,800 Población A 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 CAD TE = 0+371.045 0+380 CAD EC = 0+415.707 CAD CE = 0+469.060 CAD ET = 0+513.723 0+440 0+400 0+460 0+480 0+420 0+500 0+520 0+700 0+680 0+660 0+640 0+620 0+600 0+580 0+560 CAD TE = 0+533.783 CAD EC = 0+578.446 CAD CE = 0+663.040 CAD ET = 0+707.703 0+720 CAD TE = 0+723.824 CAD EC = 0+762.794 CAD CE = 0+932.060 CAD ET = 0+971.030 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 1+080 1+100 1+120 1+360 1+340 1+320 1+300 1+280 1+260 1+240 1+220 1+200 1+180 1+160 1+140 CAD PC = 1+123.815 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 CAD PT = 1+374.310 CAD TE = 1+403.362 CAD EC = 1+432.392 CAD CE = 1+560.210 CAD ET = 1+589.241 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 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 CAD PC = 1+719.529 CAD PT = 1+899.775 CAD PC = 2+138.365 CAD PT = 2+391.538 CAD TE = 2+406.314 CAD EC = 2+445.285 CAD CE = 2+545.400 CAD ET = 2+584.370 CAD TE = 2+600.378 CAD EC = 2+639.348 CAD CE = 2+708.390 CAD ET = 2+747.360 CAD PC = 2+914.925 CAD PT = 3+030.810 CAD TE = 3+267.015 CAD EC = 3+298.279 CAD CE = 3+486.850 CAD ET = 3+518.114 2+400 3+660 3+640 3+620 3+600 3+580 3+560 3+540 3+520 3+500 3+480 3+460 3+440 3+420 3+400 3+380 3+360 3+340 3+320 3+300 3+280 3+260 3+240 3+220 3+200 3+180 3+160 3+140 3+120 3+100 3+080 3+060 3+040 3+020 3+000 2+980 2+960 2+940 2+920 2+900 2+880 2+860 2+840 2+820 2+800 2+780 2+760 2+740 2+720 2+700 2+680 2+660 2+640 2+620 2+600 2+580 2+560 2+540 2+520 2+500 2+480 2+460 2+440 2+420 C-1 Km PI =0+445.909 1 C-2 Km PI =0+629.029 2 C-3 Km PI =0+723.828 3 C-4 Km PI =1+253.753 4 C-5 Km PI =1+502.010 5 C-6 Km PI =1+811.363 6 C-7 Km PI =2+269.799 7 C-8 Km PI =2+535.675 8 C-9 Km PI =2+689.098 9 C-10 Km PI =2+973.316 10 C-11 Km PI =3+412.913 11 ANCHO DE CORONA 9.00 m. CARRIL 3.50 m. ACOTAMIENTO 1.00 m. ANCHO DEL DERECHO DE VÍA 40.00 m. ESCALA GRÁFICA 1:2000 0 5 10 15 25 50 100 200 METROS 1250 0+820 C-3 Km PI =1+723.828 3 CURVA MAESTRA CURVA SIMPLE CADENAMIENTOS NUMERO DE CURVA KILOMETRAJE DEL PI DE LA CURVA EJE DE TRAZO A1 A1' 10668 . 9452 = PI 7999 . 50168 10480 . 8927 = PI 8449 . 50193 9876 . 2565 = PI 3376 . 49261 10416 . 1746 = PI 5649 . 50432 10644 . 3347 = PI 2331 . 50552 2 3 4 5 10707 7333 50866 . . 4541 6 PI = 1 0+445 0+629 909 029 . . 753 . 1+253 828 0+723 363 1+811 010 1+502 . . . No. COORDENADAS CADENAMIENTO DE VIALIDAD X Y No. EJE CUADRO DE CONSTRUCCION DE EJES ( ) " ' C-6 1 + 811 . 363 27 02 13 D 91 . 830 381 . 970 180 . 250 . 31 1 + 719 . 775 . 899 + 1 ( ) " ' A1-A1' C-4 1 + 253 . 753 37 34 27 D 129 . 940 381 . 970 250 . 500 . 72 1 + 123 . 815 310 . 374 + 1 No. KM-PT KM-PC LC R ST KM-PI EJE No. DATOS PARA TRAZO DE CURVAS HORIZONTALES SIMPLES 2 + 391 . 365 . 138 + 2 61 . 170 . 253 970 . 381 430 . 131 I 33 58 37 769 . 269 + 2 C-7 ' " ( ) 3 + . . + 2 37 . 890 . 115 970 . 381 390 . 58 D 58 22 17 216 . 973 + 2 C-10 ' " ( ) 529 914 925 538 030 810 (metros) (metros) (metros) (grados) G° \W1.51100; \U+0394 KM PI = ( ) " ' 0 + 629 . 029 54 37 38 D 95 . 270 114 . 59 44 . 660 . 00 0 + 663 . 703 . 707 + 0 ( ) " ' 0 + 445 . 909 49 00 16 D 74 . 860 114 . 59 44 . 660 . 97 0 + 469 . 060 723 . 513 + 0 No. KM-ET KM-CE Le R STe KM-PI EJE No. DATOS PARA TRAZO DE CURVAS HORIZONTALES ESPIRALES 2 + 747 . 390 . 708 + 2 46 . 970 . 38 45 . 69 720 . 88 I 21 06 89 098 . 689 + 2 ' " ( ) 3 + . . + 3 98 . 260 . 31 700 . 163 900 . 145 D 19 56 76 913 . 412 + 3 ' " ( ) 040 486 850 360 518 114 (metros) (metros) (metros) (grados) G° \W1.51100; \U+0394 4 KM PI = 6 KM PI = 7 KM PI = 10 KM PI = 1 KM PI = 2 KM PI = 9 KM PI = 11 84 . 590 53 . 350 LC 040 . 69 560 . 188 (metros) ( ) " ' 42 17 45 D . 60 ( ) " ' 26 40 22 D . 80 00 . I 18 57 56 ' " ( ) 20 . D 49 59 65 ' " ( ) \W1.51100; \U+0394 c 0 + 533 . 0 + 371 . 045 KM-TE 378 . 600 + 2 . + 3 783 267 015 0 + 578 . 0 + 415 . 707 KM-EC 348 . 639 + 2 . + 3 446 298 279 3 ° 3 ° 3 ° 3 ° 10.0 ° 10.0 ° 17 ° 7 ° ( ) " ' 0 + 723 . 829 171 47 22 D 1000 . 000 69 . 45 38 . 970 . 80 0 + 932 . 030 . 971 + 0 060 KM PI = 3 169 . 260 ( ) " ' 139 38 20 D . 40 0 + 723 . 824 0 + 762 . 794 17 ° ( ) " ' 1 + 502 . 010 50 58 29 D 98 . 65 176 . 30 29 . 030 . 99 1 + 560 . 241 . 589 + 1 210 KM PI = 5 127 . 820 ( ) " ' 41 32 24 D . 00 1 + 403 . 362 1 + 432 . 392 7 ° ( ) " ' 1 + 811 . 363 114 44 39 D 129 . 36 69 . 45 38 . 970 . 60 2 + 545 . 370 . 584 + 2 400 KM PI = 8 100 . 110 ( ) " ' 82 35 38 D . 40 2 + 406 . 314 2 + 445 . 285 17 ° 10494 7609 51228 . . 2433 7 PI = 769 2+269 . 11262 7413 51293 . . 0434 8 PI = 675 2+535 . 11116 2375 51477 . . 6950 9 PI = 098 2+689 . 11360 4495 51676 . . 2828 10 PI = 216 2+973 . 11769 7091 51840 . . 0053 11 PI = 913 3+412 . A1-A1' A1-A1' A1-A1' C-6 C-4 C-7 C-10 C-2 A1-A1' C-1 C-3 C-11 A1-A1' A1-A1' A1-A1' C-8 C-5 C-9 A1-A1' A1-A1' A1-A1' C-2 C-1 C-3 C-11 C-8 C-5 C-9 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' A1-A1' PROYECTO CARRETERO 11003 . 3338 = PI 7902 . 50463 0 0+000 000 . A1-A1'

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, axis, DWG, full, geometric, HIGHWAY, pavement, plant, Project, Road, route, type