Plane Retaining Walls DWG Model for AutoCAD

Plane Retaining Walls DWG Model for AutoCAD

SOME MODELS OF RETAINING WALLS REALIZED FOR ROADS

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

elevation, type, dimension, type of wall, filler of filtering material, date, elaborated by, scale:, indicated, date :, retaining walls of hºaº, contractor :, consultant :, signature, project :, design :, revised by , project manager:, complementary works, summary of quantities

Raw text data extracted from CAD file:

0 00 escala 1 : 75 ELEVACION 0.26 % 20+340 20+320 20+350 \A1;0.30 \A1;0.30 \A1;0.60 \A1;1.20 \A1;0.40 \A1;0.80 \A1;0.30 \A1;1.20 \A1;3.10 \A1;0.40 \A1;2.10 \A1;0.40 \A1;0.40 \A1;1.30 \A1;0.70 \A1;0.50 \A1;1.30 \A1;2.50 \A1;0.50 \A1;4.00 \A1;0.60 \A1;1.60 \A1;0.60 \A1;1.00 \A1;4.90 \A1;0.30 \A1;5.80 \A1;0.70 \A1;3.90 \A1;1.30 \A1;0.70 \A1;1.90 \A1;800 \A1;6.70 \A1;1700 \A1;800 \A1;2100 \A1;4600 \A1;0.30 \A1;0.30 \A1;2.20 \A1;0.30 \A1;1.20 \A1;0.30 \A1;1.50 \A1;2.50 \A1;3.50 \A1;4.50 \A1;5.50 \A1;6.50 \A1;7500 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.20 TIPO Hº (m3/m) ACERO (Kg/m) Tuberías de PVC (m) Barbacanas (2") [m/m] Colector (4") [m/m] M1.5 0.72 45.41 0.225 0.500 M2.5 1.11 63.21 0.225 0.500 M3.5 1.925 100.13 0.225 0.500 M4.5 2.85 148.73 0.225 0.500 M5.5 4.125 232.80 0.225 0.500 M6.5 5.63 300.73 0.225 0.500 M7.5 7.365 410.37 0.225 0.500 0.30 0.30 0.60 1.20 0.40 0.80 0.30 1.20 3.10 0.40 2.10 0.40 0.40 1.30 0.70 0.50 1.30 2.50 0.50 4.00 0.60 1.60 0.60 1.00 4.90 0.30 5.80 0.70 3.90 1.30 0.70 1.90 <> 6.70 <> <> <> <> DIMENSION TIPO DE MURO M 1.50 M 2.50 H 1 H 2 EP EA ET D B 0.30 1.20 0.30 0.30 0.60 0.30 1.20 0.30 2.20 0.40 0.30 0.80 0.30 1.50 DIMENSION TIPO DE MURO M 3.50 M 4.50 H 1 H 2 EP EA ET D B M 5.50 M 6.50 M 7.50 0.40 3.10 0.40 0.40 1.30 0.30 2.10 0.50 4.00 0.70 0.50 1.30 0.30 2.50 0.60 4.90 1.00 0.60 1.60 0.30 3.20 0.70 5.80 1.30 0.70 1.90 0.30 3.90 0.80 6.70 1.70 0.80 2.10 0.30 4.60 3 %\H0.625x; 3 % 3 % 3 % 3 % 3 % 3 % 0.30 0.30 TUB. PERFORADA Ø 4" BARBACANAS AL TRES BOLILLO Ø 2" C/2 [m] TUB. PERFORADA Ø 4" TUB. PERFORADA Ø 4" BARBACANAS AL TRES BOLILLO Ø 2" C/2 [m] 2.20 0.30 1.20 0.30 BARBACANA AL TRES BOLILLO Ø 2" C/2 [m] RELLENO DE MATERIAL FILTRANTE RELLENO DE MATERIAL FILTRANTE RELLENO DE MATERIAL FILTRANTE 1.50 2.50 3.50 4.50 5.50 6.50 <> RELLENO DE MATERIAL FILTRANTE RELLENO DE MATERIAL FILTRANTE RELLENO DE MATERIAL FILTRANTE RELLENO DE MATERIAL FILTRANTE TUB. PERFORADA Ø 4" TUB. PERFORADA Ø 4" TUB. PERFORADA Ø 4" TUB. PERFORADA Ø 4" BARBACANAS AL TRES BOLILLO Ø 2" C/2 [m] BARBACANAS AL TRES BOLILLO Ø 2" C/2 [m] BARBACANAS AL TRES BOLILLO Ø 2" C/2 [m] BARBACANAS AL TRES BOLILLO Ø 2" C/2 [m] 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 3.20 NOTAS: - LA TUBERIA PERFORADA ESTARÁ CONECTADA A LAS BARBACANAS - BARBACANAS AL TRES BOLILLO CADA 2 METROS - RESISTENCIA CARACTERISTICA DEL HORMIGON : 21 [MPA] - RECUBRIMIENTO EN ZAPATA DE 7 cm Y EN LA PANTALLA 2.5 cm - ACERO DE REFUERZO CON LÍMITE DE FLUENCIA DE 420 MPa - DIMENSIONES EN METROS TIPO I - ALTURA TOTAL = 1.50 m ESCALA 1:25 TIPO II - ALTURA TOTAL = 2.50 m ESCALA 1:25 TIPO III - ALTURA TOTAL = 3.50 m ESCALA 1:25 TIPO IV - ALTURA TOTAL = 4.50 m ESCALA 1:25 TIPO V - ALTURA TOTAL = 5.50 m ESCALA 1:25 TIPO VI - ALTURA TOTAL = 6.50 m ESCALA 1:25 TIPO VII - ALTURA TOTAL = 7.50 m ESCALA 1:25 1/1 FECHA ELABORADO POR ESCALA: LAMINA N°: INDICADA FECHA: E MUROS DE CONTENCIÓN DE HºAº CONTRATANTE: CONSULTOR: FIRMA PROYECTO: DISEÑO: REVISADO POR FECHA FIRMA GERENTE DE PROYECTO: OBRAS COMPLEMENTARIAS RESUMEN DE CANTIDADES

Language	Spanish
Drawing Type	Model
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, model, models, plane, retaining, retaining wall, roads, walls