Retaining Wall DWG Detail for AutoCAD

Retaining wall. – Details

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

structural detail of retaining wall, detail of reinforced against strong, structural detail of wall of contention in court

Raw text data extracted from CAD file:

0.2999999999998408 1.799999999999955 0.2999999999999545 0.1499999999999773 5 C\H1.25x;adena de cerramiento de 30\H0.8x;cm.\H1.25x; x 28 \H0.8x;cm. \H1.333x;4\H0.7502x; Vrs\H1.25x;. del #3 \H0.8x;E\H1.25x;st. de refuerzo @ 25\H0.8x;cm. Muros 28\H0.8333x;cm. de \H1.333x;e.\H0.9003x; de ladrillo rojo rec. d ela region C\H1.25x;adena de desplante de 30\H0.8x;cm.\H1.25x; x 28 \H0.8x;cm. \H1.333x;6\H0.7502x; Vrs\H1.25x;. del #3 \H0.8x;E\H1.25x;st. de refuerzo @ 25\H0.8x;cm. P\H1.25x;lantila de concreto pobre f´c=100kg/cm\fArial Black|b0|i0|c0|p32;² C\H1.25x;ontrafuerte B= 0.28 x 0.50 b= 0.28 x 0.28\H0.8889x;mts\H1.125x; \H1.066x;6\H0.7505x; Vrs\H1.25x;. del #4. \H1.066x; 10 \H0.9381x; \H0.8x;E\H1.25x;str. de refuerzo @ 25\H0.8x;cm. C\H1.25x;ontrafuerte \H0.8x; Zapata de 1.00 x 0.70 concreto f´c= 210kg/cm\fArial Black|b0|i0|c0|p32;\H1.157x;²\H0.8003x; \fPapyrus|b0|i0|c0|p66;y\fArial Black|b0|i0|c0|p32; \fPapyrus|b0|i0|c0|p66;\H1.08x;plantilla de concreto simple f´c= 100 \H0.9259x;kg/cm² y acero de refuerzo @ 15 y 20 cms Longitud entre eje y eje * \H0.7811x; ver notas Detalle estructural de muro de contecion \A1;0.05 \A1;0.15 \A1;0.30 \A1;1.80 \A1;0.30 \A1;1.50 \A1;0.05 \A1;0.15 \A1;2.25 2.25 0.1499999999999773 5 1.500359421848316 Detalle de armado de contra fuerte T\H1.25x;alud C\H1.25x;ontrafuerte B= 0.28 x 0.50 b= 0.28 x 0.28\H0.8889x;mts\H1.125x; \H1.066x;6\H0.7505x; Vrs\H1.25x;. del #4. \H1.066x; 10 \H0.9381x; \H0.8x;E\H1.25x;str. de refuerzo @ 25\H0.8x;cm. ver det. de armado \H0.8x; Zapata de 1.00 x 0.70 concreto f´c= 210kg/cm\fArial Black|b0|i0|c0|p32;\H1.157x;²\H0.8003x; \fPapyrus|b0|i0|c0|p66;y\fArial Black|b0|i0|c0|p32; \fPapyrus|b0|i0|c0|p66;\H1.08x;plantilla de concreto simple f´c= 100 \H0.9259x;kg/cm² y acero de refuerzo @ 15 y 20 cms P\H1.25x;lantila de concreto pobre f´c=100kg/cm\fArial Black|b0|i0|c0|p32;² B\H1.25x;anqueta peatonal\H1.333x; \H0.6002x;A\H1.25x;ncho= 1.00 \H0.6667x;mts. \H1.5x;long=73.90\H0.6667x;mts\H1.054x;. C\H1.25x;alle Vehicular\H0.8x; \A1;0.30 \A1;1.80 \A1;0.30 \A1;2.40 \A1;0.90 \A1;1.50 1.500541537094932 0.8994584629056135 2.400000000000546 0.300000000000523 1.800000000000068 0.2999999999999545 Detalle estructural de muro de contecion en corte C\H1.25x;alle Vehicular\H0.8x; B\H1.25x;anqueta peatonal\H1.333x; \H0.6002x;A\H1.25x;ncho= 1.00 \H0.6667x;mts. \H1.5x;long=73.90\H0.6667x;mts\H1.054x;. C\H1.25x;adena de desplante de 30\H0.8x;cm.\H1.25x; x 28 \H0.8x;cm. \H1.333x;6\H0.7502x; Vrs\H1.25x;. del #3 \H0.8x;E\H1.25x;st. de refuerzo @ 25\H0.8x;cm. P\H1.25x;lantila de concreto pobre f´c=100kg/cm\fArial Black|b0|i0|c0|p32;² Muros 28\H0.8333x;cm. de \H1.333x;e.\H0.9003x; de ladrillo rojo rec. d ela region Dren tuvo de pvc. de 4″d \A1;0.35 5