Discharge Station DWG Block for AutoCAD

Discharge station of Mexican railroad – in Leon Guanajuato

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

download zone, offices, bm, bh, ground floor, drawer, barandal, cot-alb, cot-arq, lin-abat, lin-con, lin-area, lin-aux, lin-cancel, lin-shaft, lin -cor, mur-col, tex-alba, lapel, wall-bass, mob-san, mob-arq, lin-land, lin-ladder, mur-load, lin-project, pta, tex-axis, tex-niv , tex-locales, lin-table, roof projection, platform, rail, concrete floor, ramp ram, screw clamp, solera, galvanized, galvanized industrial tube, tapes of steel wire cloth, , sword puas, clamp for solera, deplante chain detail, for cyclone mesh, displacement chain, cyclonic mesh detail, mesh spiral cloth, transplant chain for cyclone mesh, existing, existing armored overlap, iron angle of, flattened fine polishing exist., wall partition exists., detail aroma repair in, storage dock, bap, projection of, curtain metal

Raw text data extracted from CAD file:

4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.05 3.75 4.00 1.5 1.05 1.90 NPT= 3.00 2.00 1.70 1.03 2.72 0.94 10.83 5.00 3.71 3.80 3.88 5.00 5.90 0.60 3.83 2.95 \A1;3.00 \A1;0.45 \A1;2.50 \A1;0.20 \A1;0.45 \A1;0.10 \A1;0.35 \A1;0.20 \A1;0.20 \A1;1.9349 R R R R R R R R R R ZONA DE DESCARGA ZONA DE DESCARGA OFICINAS B.M. B.H. PLANTA BAJA B.M. cajon barandal cot-alb cot-arq lin-abat lin-amb lin-area lin-aux lin-cancel lin-eje lin-cor mur-col tex-alba solapa mur-bajo mob-san mob-arq lin-tierra lin-escalera mur-carga lin-proy lin-eje2 pta tex-alba tex-eje tex-niv tex-locales lin-cor2 lin-tabla proyeccion de techumbre 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.9924771366786445 0.35 99.186 N. 0.0 0.0 0.0 0.0 0.0 0.0 00 00 00 00 100.366 N. ANDEN 100.236 N. 99.126 N. 5 ANDEN -0.3308257122262148 5 3.80 5 proyeccion de techumbre proyeccion de techumbre RIEL 5.00 PISO DE CONCRETO 5.90 0.60 RIEL 3.83 5 sube rampa s. s. s. x x x x x x x x x x x x x x x x x 109.6195510976941 \A1;0.25 109.6195510976941 AHOGADA EN CONCRETO) \A1;0.40 109.6195510976941 ABRAZADERA TORNILLO TIPO O @ 0.80 M. SOLERA GALVANIZADA ALAMBRE DE PUAS CAL. 14 (DISTANCIA ENTRE PUAS 13 cm) GUIA DE ALAMBRE GALVANIZADA CAL. 14 TUBO INDUSTRIAL GALVANIZADO DE 60 mm. CAL. 16, AHOGADO 25 cms. EN CADENA DE DESPLANTE. TAPON PUAS DE 60 mm. TELA DE ALAMBRE DE ACERO GALVANIZADO CAL. 10 (3.3 mm) CON DIMENSION DEL ROMBO DE 5 x 5 cms. ESPADA PUAS ABRAZADERA PARA SOLERA DE 60 mm. @ 1.00 m. DETALLE CADENA DESPLANTE PARA MALLA CICLONICA CADENA DE DESPLANTE DE 0.20×0.45 mts. CONCRETO f’c=150 KG/CM2 DETALLE DE MALLA CICLONICA \A1;0.05 109.6195510976941 109.6195510976941 109.6195510976941 109.6195510976941 TELA ESPIRAL DE ALMBRE GALVANIZADO CAL. 10 DE 5×5 cms. (AHOGADA 5 cms. EN CONCRETO) CADENA DE CONCRETO f’c=150 KG/CM2 CHAFLAN DE 3/4″ \A1;N.T.N. \A1;0.25 TUBO INDUSTRIAL GALVANIZADO DE 60 mm. CAL. CADENA DE DESPLANTE PARA MALLA CICLONICA 109.6195510976941 109.6195510976941 PISO DE CONCRETO EXISTENTE TRASLAPAR ARMADO EXISTENTE CONCRETO f’c=200 KG/CM2. SECCION 0.20×0.30×0.20 m. ACABADO PULIDO @ 1.50 m. ANGULO DE FIERRO DE 4″x3/8″ (101.6×9.5x150mm) ANGULO DE FIERRO DE 2″x3/16″(50.8×1.8mm) @ 1.50 m. APLANADO PULIDO FINO EXIST. 2 VARS. 3/8″ (20 cms. DESARROLLO) MURO DE TABIQUE EXIST. DETALLE REPARACION DE ARISTA EN MUELLE DE ALMACEN 0.05 (COTA DE ANCLAJE DE MALLA CICLÓNICA B.A.P. B.A.P. proyeccion de cortina metálica proyeccion de cortina metálica cortina metálica proyeccion de 5