Retaining Wall DWG Block for AutoCAD

Structure of a retaining wall – gabion

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

sections details, retaining wall, esc., esc., section, coating: cm. face in contact with the ground, cm. inside face, leave contraction joints every m. maximum see detail, notes, section, esc., section, esc., esc., section, section, esc., variable, variable, minimum values, tip., pvc tube, gravel, every M., pvc tube, every M., pvc tube, gravel, every M., pvc tube, gravel

Raw text data extracted from CAD file:

\A1;7.50 \A1;.25 \A1;.75 \A1;.45 \A1;5.05 \Fsanss___.ttf;\C4;N \A1;3\U+22055/8″ \A1;.45 \A1;1.20 \A1;1.80 \A1;.45 \A1;.75 \A1;5.05 \A1;.30 \A1;.25 \A1;2.45 \A1;3.20 \A1;2\U+22055/8″ \A1;.70 \A1;0.00/1.20 \A1;.25 \A1;.30 \A1;.75 \A1;.45 \A1;3\U+22055/8″ \A1;1.10 \A1;.60 \A1;.45 \A1;.75 \A1;1.20/2.40 \A1;3\U+22055/8″ \A1;.45 \A1;.75 \A1;.25 \A1;2.40/3.60 \A1;.25 \A1;.30 \A1;1.50 \A1;.90 \A1;.45 \A1;.30 \A1;.85 \A1;.45 \A1;1.20 \A1;1.80 \A1;1.45 \A1;2.65 \A1;3.85 \A1;1.875 \A1;1.875 \A1;1.875 \A1;1.875 \A1;.55 \A1;VARIABLE \A1;VARIABLE \A1;.30 \A1;.30 \A1;VARIABLE \A1;0.30(*) \A1;0.45(*) \A1;0.85(*) \A1;.30 \A1;.50 \A1;.15 \A1;18.85 \A1;10.40 \A1;3.35 \A1;20.75 PLANTA, SECCIONES y DETALLES MURO DE CONTENCION ESC. 1/100 P L A N T A A – – B ESC. 1/25 SECCION A – – C N. 40.20 -2.824729697121018 -4.810486755296484 N. 45.25 5 5 -4.810486755296484 1 _ RECUBRIMIENTO: 5 cm. CARA EN CONTACTO CON EL TERRENO 2 cm. CARA INTERIOR 2 _ DEJAR JUNTAS DE CONTRACCION CADA 4.5 m. MAXIMO VER DETALLE NOTAS : 3d5/8″ 2d3/4″+1d1″@0.40 0.0 0.0 0.0 0.0 0.0 0.0 5 0.0 N. 45.25 SECCION B ESC. 1/25 – d 3/4″@0.40 d1″@0.40 0.0 5 d5/8″@0.275 d3/4″@0.40 N. 40.20 N. 39.00 2d5/8″ 2.505697051732897 d5/8″@0.35 d3/8″@0.40 d3/8″@0.40 2.505697051732897 2.505697051732897 2.505697051732897 5 5 SECCION E ESC. 1/25 – N. 40.20 N. 39.00 3d5/8″ 0.8352104267746867 0.8352104267746867 d5/8″@0.45 d5/8″@0.30 d1/2″@0.45 d5/8″@0.275 d1/2″@0.45 0.8352104267746867 0.8352104267746867 0.8352104267746867 ESC. 1/25 SECCION D – 3d5/8″ 5 5 0.8352104267746867 3.389542571741543 3.389542571741543 3.389542571741543 5 5 d3/4″@0.225 d1″@0.45 d3/4″@0.45 d5/8″@0.275 d3/4″@0.45 SECCION C ESC. 1/25 – -1.221444245175476 -1.221444245175476 -1.221444245175476 -1.221444245175476 -1.221444245175476 -1.221444245175476 D – – E B – 1.45 2.65 3.85 1.875 1.875 1.875 1.875 5 VARIABLE 4 d 5/8″ N. 40.20 d 3/8″@0.30 VARIABLE 3 d 5/8″ 5 N. 39.00 N. 40.20 5 d 3/8″@0.30 0.2947097896187358 0.30(*) 0.45(*) 0.85(*) (*) VALORES MINIMOS 5 3 d 5/8″ d5/8″@0.275 d 3/8″@0.30 4d5/8″ 5 d3/4″@0.20 5 TIP. d 3/8″@0.30 Y7 Y6 -0.5583118410625474 -0.5583118410625474 X0 5 5 TUBO PVC d 3″ GRAVA GRAVA CADA 3.00 m. TUBO PVC d 3″ CADA 3.00 m. CADA 3.00 m. TUBO PVC d 3″ GRAVA CADA 3.00 m. TUBO PVC d 3″ GRAVA