Retaining Wall DWG Block for AutoCAD

Structural retaining wall

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

reinforcement should not be interrupted, cold joint of concrete, plastic sealant, detail joint between walls in height change, detail expansion joint, diameter, minimum overlap table, bar no._, compacted filling without controlled quality, natural terrain

Raw text data extracted from CAD file:

\A1;4.07 \A1;0.64 \A1;0.12 \A1;0.12 \A1;4.05 \A1;1.30 \A1;0.40 \A1;1.60 \A1;2.20 \A1;1.00 \A1;0.25 \A1;4.07 \A1;0.12 \A1;0.12 \A1;0.64 \A1;4.05 0 ( EN METROS ) ESCALA GRAFICA 1 : 10 5 10 20 30 40 50 500 \A1;0.25 \A1;T \A1;0.05 \A1;0.40 \A1;0.40 \A1;0.05 \A1;3.80 \A1;0.05 \A1;0.40 \A1;0.40 \A1;0.05 \A1;0.40 \A1;3.80 \A1;3.80 \A1;0.64 \A1;0.64 \A1;4.70 \A1;5.00 \A1;5.00 \A1;5.00 \A1;20.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;0.05 \A1;0.40 \A1;0.40 \A1;3.40 \A1;0.25 \A1;1.30 \A1;0.53 \A1;0.25 \A1;0.53 \A1;20.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.52 \A1;3.40 \A1;1.30 \A1;0.53 \A1;0.25 \A1;0.53 \A1;19.82 \A1;19.82 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;0.05 \A1;0.40 \A1;0.40 \A1;4.52 \A1;5.00 \A1;5.00 \A1;5.00 5 5 5 5 5 1#3@12cm 1#4@22cm 5 5 5 5 5 5 DOBLE MALLA 1#4@20cm 1#3@12cm 1#3@12cm 5 5 5 5 5 1#3@12cm 1#3@12cm 1#3@12cm 1#4@22cm PERFIL B-B esc_1:25 PERFIL A-A esc_1:25 \A1; JUNTA VERTICAL DETALLE 2 MURO MURO EL REFUERZO NO DEBE INTERRUMPIRSE JUNTA FRIA DEL CONCRETO 5 REFUERZO ADICIONAL EN JUNTA 1#3@12CM ICOPOR 1″ SELLANTE PLÁSTICO DETALLE JUNTA ENTRE MUROS EN CAMBIO DE ALTURA CORTE 3/8X3/16″ DETALLE JUNTA DE DILATACIÓN ESPACIAMIENTO MAX.=2.2Mt GANCHO 180º DIAMETRO B(cm) C(cm) # 3 6 6 # 4 8 7 # 5 10 7 # 6 12 8 # 7 14 9 # 8 16 10 C B #_ GANCHO 90º DIAMETRO B(cm) # 3 12 # 4 15 # 5 20 # 6 24 # 7 27 # 8 30 B #_ T TABLA DE TRASLAPOS MINIMOS BARRA NO._ BARRA NO._ BARRA NO._ T (MM) 4 450 5 550 6 800 8 1750 \A1; CONCRETO POBRE E:0.05Mt 5 5 5 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA CONCRETO POBRE E:0.05Mt TERRENO NATURAL TERRENO NATURAL 5 5 5 5 5 5 5 5 5 5 5 5 5 CONTRAFUERTE 1.60X0.30 5 5 5 5 5 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 1#4@22cm 1#4@22cm 1#4@22cm 1#3@12cm 1#3@12cm CONCRETO POBRE E:0.05Mt CONCRETO POBRE E:0.05Mt 1#3@12cm 5 5 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA TERRENO NATURAL 5 5 5 5 5 5 5 5 5 5 5 1#3@12cm 1#4@22cm 1#3@12cm 1#4@22cm DOBLE MALLA 1#4@12cm PERFIL LONGITUDINAL MURO CERRAMIENTO-1 20.00X1.80X0.25 esc_1:40 PLANTA MURO CERRAMIENTO-1 20.00X1.80X0.25 esc_1:40 5 5 5 5 CONTRAFUERTE 1.60X0.30 5 5 5 5 5 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 1#4@22cm 1#4@22cm 1#4@22cm 1#3@12cm 1#3@12cm CONCRETO POBRE E:0.05Mt CONCRETO POBRE E:0.05Mt 1#3@12cm 5 5 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA TERRENO NATURAL 5 5 5 5 5 5 5 5 5 5 1#3@12cm 1#4@22cm 1#3@12cm 1#4@22cm DOBLE MALLA 1#4@12cm PERFIL LONGITUDINAL MURO CERRAMIENTO-2 19.82X1.80X0.25 esc_1:40 PLANTA MURO CERRAMIENTO-2 19.82X1.80X0.25 esc_1:40 SON:14 ES:1