Retaining Wall Of Filled Blocks And Reinforced Steel DWG Block for AutoCAD

Gravity wall for slope stabilization

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

male, male, concrete, in rat, rat rod, rattle rod est long long, concrete, running shoe, buttress column, cross section, Wall, rattle rod est long, concrete, crown beam, Wall, crown beam, buttress columns, filled concrete blocks, running shoe, front view of the retaining wall, owner: community the race behind the edo. lara, calculation:, content:, I raise:, drawing:, revised:, date:, scale:, ing. isbelia apiaries, isbelia apiaries, ing. isbelia apiaries, Slope retaining wall, ing. isbelia apiaries

Raw text data extracted from CAD file:

10 0,8 0,2 0,2 0,4 0,8 VAR 0,2 0,3 0,4 0,2 0,2 2,5 1,86 1,23 5 5 5 5 5 5 VAR 5 Concreto Rc28=210 Kg/cm2 \A1;Cabilla Ø=\S1/2;” c/0.10 en a/s, Rat = 4100 Kg/cm2 5 \A1;6 Cabilla Ø=5/8″ , Rat = 4100 Kg/cm2 \W4.29036; \A1;6 Cabilla Ø=5/8″ , Rat = 4100 \W4.29036; \A1;Kg/cm2, est. 1,20 Long y 0,80 long Concreto Rc28=210 Kg/cm2 A B C 5 ZAPATA CORRIDA Esc._________ 1:100 COLUMNA CONTRAFUERTE Esc._________________ 1:100 SECCIÓN TRANSVERSAL Esc._________________ 1:100 MURO A \A1;4 Cabilla Ø=3/8″ , Rat = 4100 \A1;Kg/cm2, est. 0,80 long Concreto Rc28=210 Kg/cm2 5 5 VIGA DE CORONA Esc._________________ 1:100 MURO A VIGA DE CORONA COLUMNAS CONTRAFUERTES 5 5 5 BLOQUES DE CONCRETO RELLENOS ZAPATA CORRIDA VISTA FRONTAL DEL MURO DE CONTENCIÓN Esc.________________________________ 1:100 PROPIETARIO: COMUNIDAD LA MORA, \H0.9x;UBCACIÓN: carrera 3 detras del ipasme, EL TOCUYO, EDO. LARA Calculó: Contenido: Levantó: Dibujó: Revisó: Fecha: Escala: Ing. Isbelia Colmenares Isbelia Colmenares Ing. Isbelia Colmenares Muro de contención de talud 27/01/2009 1: E-1 Ing. Isbelia Colmenares I\fBodoni MT Black|b0|i0|c0|p18;\H0.9286x; C\fBodoni MT Black|b0|i0|c0|p18;