Up Of Rail – Ferrero Project 2D DWG Full Project for AutoCAD

2D drawing – plan and view

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

access, zoning of the work, students: rivas salmonte luis alberto, loading platform, thickness, formation, terrain, dimensions, city juarez, lim right of way, houses section, pending, pf new laredo and pf extension thereof, rf of the spur, location, toad rb, toad nss, way to suppress, cars, house room, terminal, warehouse, house of chief station, posts, tob mb, house, steel cables for bridges, special support, steel tower , concrete, armed with steel rigidity, floor system, name, profile ba, profile bc, profile, railway bridge with braces, right of way, roads, real estate, group :, date :, matter :, teacher :, gonzalez rivera samantha, graphic expression ii, magaña reyes alvarez, esia, signature: national institute politecnico, higher engineering and architecture school, zacatenco unit, title :, race :, railways, ing.civil, ontiveros rodriguez josue, martinez angeles rodrigo, transhipment board, loading platform, d Escarga and transshipment., Characteristics of Conboy.

Raw text data extracted from CAD file:

Acceso 1 2 3 4 6 5 Zonificacion de la obra N.P.T + 0.34 N.P.T + 3.14 N.P.T + 5.84 N.P.T + 8.34 N.P.T + 10.34 ALUMNOS: RIVAS SALMONTE LUIS ALBERTO ANDEN DE CARGA \A1;1.65 \A1;2.30 \A1;1.10 \A1;9.50 \A1;9.50 \A1;5.00 103.33 103.33 0.00 103.26 102.36 103.12 0.74 1.32 102.98 101.66 100.98 102.84 1.86 101.97 102.70 0.63 102.09 102.54 0.48 0.30 102.42 102.03 101.98 102.28 0.21 0.30 0.48 102.16 101.68 101.87 102.07 0.40 0.04 102.02 101.98 102.14 102.00 0.14 102.21 102.00 102.00 0.38 102.36 102.30 102.00 0.50 0.84 102.64 102.62 0.62 103.26 0.00 102.00 102.00 102.70 0.70 102.00 102.72 0.72 102.00 102.71 0.71 102.00 102.50 0.50 102.00 102.46 0.46 102.00 102.37 0.37 102.00 102.00 0.00 102.00 102.00 0.00 102.00 103.06 103.06 0.00 102.99 102.00 102.85 0.85 1.30 102.71 101.35 102.56 102.56 102.44 102.44 102.99 0.00 0.00 0.00 103.35 103.33 0.00 103.19 102.54 103.05 0.51 0.00 102.91 102.91 102.77 102.77 103.19 0.00 0.00 ESPESORES FORMACION TERRENO PCC KA 7.1 + 407.53 ESPESORES FORMACION TERRENO ACOTACIONES ESPESORES FORMACION TERRENO ACOTACIONES PC KA 7.1 + 547.53 PF 492.163 PF 79.714 KA 7.1 + 22.624 MT 56.774 PT 451.995 PF 93.74 ESQUELA KA 71 + 192.904 PC 429.055 A CIUDAD JUAREZ PF 532.884 LIM DERECHO DE VIA LINEA DE 24 HILOS PT TI 291.576 PC 502.944 CASAS SECCION G 4° 00′ A 7° 09′ L 35.73m R 286.34m ST 17.90m 12 7 G 6° 14′ A 7° 09′ L 22.94m R 183.23m ST 11.47m G 6° 14′ A 7° 09′ L 22.94m R 183.23m ST 11.47m +0.70% en 150.125m C.V. ES 80m A NIVEL EN 262.15 m ESTACIONES DE 20m 0 5 24 + 12.185 20 15 10 T 327.49m G 1° 00′ 32″ G 1° 48′ 42″ G 7° 15′ 07″ PENDIENTE T 40.17m PT 451.995 PC 429.055 104.00 103.00 102.00 101.00 G 6° 14′ A 7° 09′ L 22.84m R 183.93m ST 11.49m RF 492.133 PF 79.714 PF NUEVO LAREDO Y PF AMPLIACION DEL MISMO RF DE LA ESPUELA +0.70% en 79.714m LOCALIZACION PENDIENTE T 56.774m KA 7(+)165.135 RS 10.00 RC 56.774 PF 79.714 PT 492.165 G 6° 14′ A 7° 09′ L 22.84m R 183.93m ST 11.49m 104.00 103.00 102.00 101.00 ESTACIONES DE 20m 0 3 + 10.714 ESTACIONES DE 20m 0 4 + 8.74 104.00 103.00 102.00 101.00 LOCALIZACION PENDIENTE PF 88.74 PT 451.993 RT 0.00 RC 22.54 G 6° 14′ A 7° 09′ L 22.84m R 183.93m ST 11.49m +0.70% en 88.74m T 65.80m 528 SAPO RB T 40.57m SAPO NSS T 56.774m VIA POR SUPRIMIR T 65.90m SUPERFICIE PARA DERECHO DE VIA POR ADQUIRIR 4952.57 L 294.30 L 200.94 20.00 PCC 22.94 RT 0.00 332.50 = 0.00 PC 22.94 G 6° 14′ A 7° 09′ L 22.54m R 183.93m ST 11.48m G 6° 14′ A 7° 09′ L 22.54m R 183.93m ST 11.48m LADERO 1 LADERO 2 CARROS CASA HABITACION KA 71 TERMINAL BODEGA VIA POR SUPRIMIR TAG. ACTUAL 310.38m T 327.49m CASA DE JEFE ESTACION POSTES POSTES KA 70 +c955.50m RT 101.365 PCO 73.73 RT 70 + 855.470 KA 70 + 855.470 PCO 22.91 81° 00′ 07″ G 1° 00′ 18″ SAPO MB CASA 2.50 G 1° 00′ 32″ A 1° 24′ 14″ L 27.855m R 1135.95m ST 15.917m G 7° 15′ 07″ A 8° 18′ 21″ L 22.90m R 158.117m ST 11.491m G 1° 48′ 42″ A 4° 38′ 15″ L 50.82m R 532.56m ST 125.426m G 1° 00′ A 3° 42′ 06″ L 74.04m R 1145.95m 10m 12m 5m F B D C E F CRUCERO KA 71 292.30 CABLES DE ACERO PARA PUENTES APOYO ESPECIAL TORRE DE ACERO CONCRETO ARMADO DE RIGIDEZ DE ACERO SISTEMA DE PISO N.A.M.E. PERFIL B-A PERFIL B-C PERFIL D-E PUENTE DE FERROCARRIL CON TIRANTES LONGITUD TOTAL DE TRAMO FA LINDERO 553.013 DERECHO DE VIA VIAS INMUEBLES POSTES ALUMNOS: GRUPO: FECHA: MATERIA: PROFESOR: GONZALEZ RIVERA SAMANTHA 3CV3 EXPRESION GRAFICA II MAGAÑA REYES ALVAREZ 22/01/15 P N E.S.I.A. I FIRMA: INSTITUTO POLITECNICO NACIONAL ESCUELA SUPERIOR DE INGENIERIA Y ARQUITECTURA UNIDAD ZACATENCO TITULO: CARRERA: VIAS FERREAS ING.CIVIL ONTIVEROS RODRIGUEZ JOSUE MARTINEZ ANGELES RODRIGO ANDEN DE TRANSBORDO ANDEN DE CARGA 2.30 ANDEN DE CARGA, DESCARGA Y TRANSBORDO. 5.00 1.65 1.10 9.50 9.50 CARACTERISTICAS DE CONBOY.