Retaining Walls DWG Block for AutoCAD

Retaining Walls DWG Block for AutoCAD

Retaining walls to different heights

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

first, indicated, scale:, review:, sheet:, this plane is the intellectual property of luarca s.a. can not be reproduced or used without express approval of luarca s.a., month, x.x.x, drawing:, date:, version, luarca engineers s.a. AC., civil Engineers, luarca, ing. Luis Antonio Luarca, n.s., neither., z.c., n.s., neither., z.c., n.s., neither., z.c., z.c., n.s., neither., z.c., n.s., neither., z.c., n.s., neither., z.c., z.c., n.s., neither., z.c., z.c., typical section, m. r. from, plant, typical section, m. r. from, plant, typical section, m. r. from, plant, typical section, m. r. from, plant, typical section, m. r. from, plant, typical section, m. r. from, plant, typical section, m. r. from, plant, n.s., z.c., neither., z.c., m. r. from, plant, typical section, n.s., neither., z.c., z.c., m. r. from, plant, typical section, m. r. from, plant, typical section, n.s., neither., z.c., z.c., m. r. from, plant, typical section, n.s., neither., z.c., z.c., m. r. from, plant, typical section, n.s., neither., z.c., z.c., n.s., neither., z.c., z.c., m. r. from, plant, typical section, n.s., neither., z.c., z.c., m. r. from, plant, typical section, m. r. from, plant, typical section, n.s., neither., z.c., z.c., n.s., neither., z.c., z.c., m. r. from, plant, typical section, link reinforcement, stirrup reinforcement, typical sections of soleras, scale:, stirrup reinforcement, typical sections of columns, scale:, running shoe, typical section, scale:, without reinforcement

Raw text data extracted from CAD file:

\A1;0.40 \A1;3.15 \A1;2.20 \A1;1.00 \A1;0.35 \A1;0.20 \A1;0.30 \A1;0.40 \A1;2.90 \A1;2.00 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.80 \A1;0.30 \A1;0.40 \A1;2.70 \A1;0.30 \A1;0.40 \A1;1.00 \A1;0.20 \A1;2.50 \A1;1.60 \A1;1.40 \A1;0.30 \A1;0.40 \A1;1.00 \A1;0.20 \A1;2.30 \A1;1.00 \A1;0.20 \A1;2.10 \A1;1.40 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.80 \A1;0.20 \A1;2.20 \A1;0.30 \A1;1.20 \A1;0.80 \A1;0.20 \A1;2.05 \A1;0.30 \A1;1.20 \A1;0.35 \A1;0.80 \A1;0.20 \A1;1.90 \A1;0.30 \A1;1.00 \A1;0.40 \A1;0.80 \A1;0.20 \A1;1.75 \A1;0.30 \A1;0.80 \A1;0.45 \A1;0.80 \A1;0.20 \A1;1.60 \A1;0.30 \A1;0.30 \A1;0.80 \A1;0.80 \A1;0.20 \A1;1.45 \A1;0.60 \A1;0.35 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.50 \A1;1.50 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.35 \A1;1.35 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.30 \A1;1.10 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.40 \A1; \A1;0.95 \A1;0.60 \A1;0.19 \A1;0.10 \A1;0.10 \A1;0.19 \A1;0.19 \A1;0.20 \A1;0.20 \A1;0.35 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.19 \A1;0.10 \A1;0.40 \A1;0.20 A 6 B 5 4 C D 6 5 4 3 2 PRIMERA X - X 1 LL-XX-000 INDICADA Escala: Revisión: Hoja: X / X A Este plano es propiedad intelectual de LUARCA y Asociados, S.A. No puede ser reproducido ni utilizado sin aprobación expresa de Luarca y Asociados, S.A. MES - 2001. X.X.X Dibujo: Fecha: VERSION 1.O Luarca y Asociados, Ingenieros Civiles, S.A. GUATEMALA, C.A. laluarca@intelnet.net.gt ingenieros civiles LUARCA Ing. Luis Antonio Luarca S. B 3 2 C 1 D 5 S-1 N.S. S-1 N.I. C-4 C-1 C-4 S-2 S-2 S-3 S-3 5 5 S-3 S-4 2.20 5 5 6 N 4 Z.C. Z.C. 5 <> S-1 N.S. S-1 N.I. Z.C. Z.C. C-1 C-4 S-2 S-2 S-3 S-3 <> 5 S-4 5 S-3 5 6 N 4 5 <> S-1 N.S. S-1 N.I. C-3 S-2 S-2 S-3 S-3 5 <> 5 S-4 5 S-3 Z.C. C-1 Z.C. 5 <> 5 S-1 N.S. S-1 N.I. Z.C. Z.C. C-1 C-3 S-2 S-2 S-3 S-3 5 <> 5 11 N 4 5 <> 5 S-1 N.S. S-1 N.I. Z.C. C-3 S-2 S-2 S-3 S-3 5 <> 5 6 N 4 6 N 4 6 N 4 C-1 5 <> 5 S-1 N.S. S-1 N.I. C-2 C-1 C-2 S-2 S-2 S-3 S-3 5 <> 5 Z.C. Z.C. 6 N 4 9 N 4 Z.C. 5 <> 5 S-1 N.S. S-1 N.I. C-2 C-1 C-2 5 S-2 S-2 S-3 S-3 5 5 Z.C. 6 N 4 10 N 4 Z.C. SECCION TIPICA M. R. DE 4.20m. PLANTA 14 N4 13 N4 C-4 12 N4 C-3 11 N 4 C-3 C-3 SECCION TIPICA M. R. DE 4.00m. PLANTA SECCION TIPICA M. R. DE 3.80m. PLANTA SECCION TIPICA M. R. DE 3.60m. PLANTA SECCION TIPICA M. R. DE 3.40m. PLANTA SECCION TIPICA M. R. DE 3.20m. PLANTA SECCION TIPICA M. R. DE 3.00m. PLANTA 5 <> 5 S-1 N.S. S-1 Z.C. C-1 5 S-2 S-2 S-3 S-3 5 5 N.I. 4 N 4 9 N 4 C-1 C-1 Z.C. M. R. DE 2.80m. PLANTA SECCION TIPICA 5 <> 5 S-1 N.S. S-1 N.I. Z.C. 8 N4 4 N4 Z.C. C-1 C-1 C-1 5 S-2 S-2 S-3 S-3 5 5 M. R. DE 2.60m. PLANTA SECCION TIPICA M. R. DE 2.40m. PLANTA SECCION TIPICA 5 <> 5 S-1 N.S. S-1 N.I. 8 N4 4 N4 Z.C. C-1 C-1 C-1 5 S-2 S-2 5 5 Z.C. M. R. DE 2.20m. PLANTA SECCION TIPICA 5 <> 5 S-1 N.S. S-1 N.I. Z.C. 7 N4 4 N4 Z.C. C-1 C-1 5 C-1 5 S-2 S-2 5 M. R. DE 2.00m. PLANTA SECCION TIPICA 5 <> 5 S-1 N.S. N.I. Z.C. 6 N4 Z.C. C-1 C-1 5 5 C-1 5 S-2 S-2 4 N4 S-1 S-1 N.S. S-1 N.I. Z.C. 7 N4 3 N4 Z.C. 1 N5 C-1 S-2 S-2 <> <> 5 5 5 5 M. R. DE 1.80m. PLANTA SECCION TIPICA S-1 N.S. S-1 N.I. Z.C. 6 N4 3 N4 Z.C. 1 N4 C-1 S-2 S-2 <> <> 5 5 5 5 M. R. DE 1.60m. PLANTA SECCION TIPICA M. R. DE 1.30m. PLANTA SECCION TIPICA S-1 N.S. S-1 N.I. 5 N4 3 N4 Z.C. 1 N3 C-1 <> <> 5 5 5 5 Z.C. S-1 N.S. S-1 N.I. Z.C. 4 N.4 3 N.4 Z.C. 1 N.3 C-1 <> <> <> 5 5 M. R. DE 1.10m. PLANTA SECCION TIPICA 5 5 5 5 5 5 5 5 S-2 S-4 S-3 REFUERZO 2 N 3 + ESLABON N 2 @ 0.20 REFUERZO 2 N 4 + ESLABON N 2 @ 0.20 REFUERZO 4 N 4 + ESTRIBO N 2 @ 0.20 REFUERZO 4 N 4 + ESTRIBO N 2 @ 0.20 SECCIONES TIPICAS DE SOLERAS S-1 ESCALA: 1/10 5 5 C-2 C-3 5 5 5 5 5 5 C-4 5 5 C-5 REFUERZO 4 N 3 + ESTRIBO N 2 @ 0.20 REFUERZO 6 N 3 + ESTRIBO N 2 @ 0.20 REFUERZO 4 N 4 + ESTRIBO N 2 @ 0.20 REFUERZO 2 N 3 + 4 N 4 + ESTRIBO N 2 @ 0.20 REFUERZO 2 N 3 + ESTRIBO N 2 @ 0.20 SECCIONES TIPICAS DE COLUMNAS C-1 ESCALA: 1/10 5 5 ZAPATA CORRIDA SECCION TIPICA ESCALA: 1/10 SIN REFUERZO

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, betonsteine, block, concrete block, DWG, heights, retaining, walls