Retaining Wall DWG Block for AutoCAD

Design of retaining wall by the cantilever method.

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

general plant, npt, filled with, own material, drainage pipe, alternating form of placing vertical steel, technical specifications, coating, reinforced concrete, screen, shoes, steel, shoe

Raw text data extracted from CAD file:

PLANTA GENERAL ESCALA : 1 / 2,000 .30 .40 .40 .40 .40 .40 .40 .40 .40 2.80 .70 5.70 .50 4.50 1.20 .70 .90 2.80 .50 .50 .30 .50 .40 .40 .40 .40 .40 .40 .40 .40 2.45 .70 6.70 .50 5.50 1.20 .90 .90 3.00 .50 3.00 .70 6.00 .50 1.00 .30 .30 .50 5 5 NPT 5 5 5 5 5 5 NPT f ‘c = 210 Kg/cm² f ‘c = 210 Kg/cm² RELLENO CON MATERIAL PROPIO TUBERIA DE DRENAJE PVC \U+2205 3″ @ 3.00 m d1/2″@.20 5 d1/2″@.20 5 5 5 d1/2″@.20 d1/2″@.20 5 d1/2″@.20 d1/2″@.20 d1/2″@.20 d1/2″@.20 d5/8″@.20 d5/8″@.20 d5/8″@.20 d5/8″@.20 MURO DE CONTENCION TIPO I(H = 6.70m.) ESCALA : 1 / 50 5 5 d3/8″@.30 5 d5/8″@.20 d5/8″@.20 m 5 5 5 5 5 5 5 5 d1/2″@.20 m 5 (Intercalar c/bastones) d5/8″@.20 m (bastones) FORMA ALTERNADA DE COLOCAR EL ACERO VERTICAL ESPECIFICACIONES TECNICAS RECUBRIMIENTO CONCRETO ARMADO PANTALLA ZAPATAS ACERO ZAPATA F`c = 210 Kg/cm2 Fy = 4200 Kg/cm2 4 cm 2.5 cm. PANTALLA F`c = 210 Kg/cm2 PANTALLA ESCALA : 1 / 50 5 5 5 NPT 5 5 f ‘c = 210 Kg/cm² RELLENO CON MATERIAL PROPIO TUBERIA DE DRENAJE PVC \U+2205 3″ @ 3.00 m 5 5 5 5 5 5 d3/8″@.30 5 5 d1/2″@.20 d1/2″@.20 d1/2″@.20 d5/8″@.20 d1/2″@.20 d5/8″@.20 d1/2″@.20 d5/8″@.20 d1/2″@.20 d1/2″@.20 d5/8″@.20 d5/8″@.20 m 5 5 5 5 5 5 5 5 d1/2″@.20 m 5 (Intercalar c/bastones) d5/8″@.20 m (bastones) FORMA ALTERNADA DE COLOCAR EL ACERO VERTICAL PANTALLA ESCALA : 1 / 50 MURO DE CONTENCION TIPO II (H = 5.70m.) ESCALA : 1 / 50 d5/8″@.20 5