Retaining Wall DWG Detail for AutoCAD

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

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DETAIL, details, DWG, retaining, retaining wall, wall