Retaining Wall DWG Block for AutoCAD

is the preparation of prefabricated wall plane. Plant – Cut – View

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

floor plan, scale:, north, window sill normal mts., wall of mts., sillar window high mts., wall of mts., sillar window high mts., style, graph, wall of mts., pvc drainage, multiline content, wall of mts., sillar window high mts., a. marjoram mijangos, colony:, address:, plane of:, municipality:, Department:, ing. jose rafael porras sandoval, antonio esteban mejia valencia, December, planner:, arq. jorge mario contreras ramirez, vo. bo., calculation:, scale:, date:, drawing:, sheet no., from:, vo. bo., model house, cadi s.a., draft:, builds, business:, quotas, avenue area, manager:, Saint Joseph, Guatemala., antonio esteban mejia valencia, ing. jose rafael porras sandoval, planner:, arq. jorge mario contreras ramirez, builds, scale:, vo. bo., date:, drawing:, calculation:, business:, draft:, avenue area, a. marjoram mijangos, cadi s.a., December, sheet no., from:, model house, Saint Joseph, Guatemala., manager:, municipality:, Department:, vo. bo., address:, colony:, plane of:, quotas, retaining wall plant, elevation, cut, concrete tube of, earth symbology, concrete tube of, concrete tube of, pre-cast iron sheet anchorage, pre-cast iron sheet anchorage, cut, concrete tube of, prefabricated panel detail, wall thickness of, lock wall screen, wall thickness of, facade

Raw text data extracted from CAD file:

A 1 1 A 50 PLANTA ACOTADA ESCALA: 1: NORTE S S S S SILLAR Y VENTANA NORMAL 0.19 MTS. SILLAR Y VENTANA NORMAL 0.19 MTS. SILLAR Y VENTANA NORMAL 0.14 MTS. SILLAR Y VENTANA NORMAL 0.15 MTS. W14 WALL20 W20 W20H W19H W19 WALL19 W14H MURO DE 0.19 MTS. SILLAR Y VENTANA ALTO 0.19 MTS. MURO DE 0.19 MTS. SILLAR Y VENTANA ALTO 0.19 MTS. SILLAR Y VENTANA ALTO 0.14 MTS. WALL14 W15H W15 WALL15 STYLE GRAFICA 2 3 4 MURO DE 0.14 MTS. DRENAJE PVC DE d 2″ DRENAJE PVC DE d 3″ DRENAJE PVC DE d 4″ CONTENIDO DE LA MULTILINEA MURO DE 0.15 MTS. SILLAR Y VENTANA ALTO 0.15 MTS. CARLOS A. MARROQUIN MIJANGOS COLONIA: DIRECCION: PLANO DE: MUNICIPIO: DEPARTAMENTO: ING. JOSE RAFAEL PORRAS SANDOVAL ANTONIO ESTEBAN MEJIA VALENCIA DICIEMBRE PLANIFICADOR: ARQ. JORGE MARIO CONTRERAS RAMIREZ Vo. Bo. CALCULO: ESCALA: FECHA: DIBUJO: 1:75 21 HOJA No. 1999 DE: Vo. Bo. 4 4 CASA MODELO CADI S.A. MICROCOMPUTACION,S.A. PROYECTO: CONSTRUYE: EMPRESA: COTAS 40. AVENIDA 10-55 ZONA 7 GERENTE: SAN JOSE GUATEMALA. GUATEMALA. ANTONIO ESTEBAN MEJIA VALENCIA ING. JOSE RAFAEL PORRAS SANDOVAL 1:75 21 PLANIFICADOR: ARQ. JORGE MARIO CONTRERAS RAMIREZ CONSTRUYE: ESCALA: Vo. Bo. FECHA: DIBUJO: CALCULO: EMPRESA: PROYECTO: 40. AVENIDA 10-55 ZONA 7 CARLOS A. MARROQUIN MIJANGOS CADI S.A. DICIEMBRE 2003 4 HOJA No. DE: CASA MODELO MICROCOMPUTACION,S.A. SAN JOSE GUATEMALA. GUATEMALA. GERENTE: MUNICIPIO: DEPARTAMENTO: Vo. Bo. DIRECCION: COLONIA: PLANO DE: COTAS 4 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.65 \A1;0.05 \A1;0.06 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;1.00 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.06 \A1;0.10 \A1;0.20 \A1;0.06 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.30 \A1;1.00 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.65 \A1;0.05 \A1;0.08 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.65 \A1;0.05 \A1;0.10 \A1;0.50 \A1;0.30 \A1;0.10 5 5 5 5 5 PLANTA MURO DE CONTENCION ELEVACION CORTE A-A’ TUBO DE CONCRETO DE 8″ 5 SIMBOLOGUIA DE TIERRA \A1;0.65 \A1;1.00 \A1;R4″ 5 5 5 5 5 5 TUBO DE CONCRETO DE 8″ TUBO DE CONCRETO DE 8″ 5 5 5 TUBO DE CONCRETO DE 8″ 5 5 VANO PARA ANCLAJE DE PLANCHA PREFABRICADA 5 5 5 5 VANO PARA ANCLAJE DE PLANCHA PREFABRICADA A A’ B’ B CORTE B-B’ 5 5 5 TUBO DE CONCRETO DE 8″ 5 5 5 5 5 5 5 5 5 DETALLE DE PANEL PREFABRICADO 5 5 5 5 5 ESPESOR DE PARED DE 1″ TRABE PANTALLA DE MURO ESPESOR DE PARED DE 1″ 5 5 5 5 5 5 5 fachada