Retaining Walls DWG Full Project for AutoCAD

Retaining Walls DWG Full Project for AutoCAD

Project Retaining Walls, Reinforced Concrete and Concrete Gravity Walls cyclopean; projected retention and containment of embankments

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

var, var, progressive, cot. terr. background, longitudinal profile km, cot. terr. surface, h. cut h. filling, natural surface, natural background, of existing containment, proposed containment, human settlement the merced, Wall, existing, Wall, jr. no, proposed containment, human settlement the merced, splices on existing wall, human settlement the merced, jr. no, legend, existing retaining wall, proposed retaining wall, track limit, stone cast stone, legend, proposed retaining wall, track limit, projection of the shoe, filling area, Technical specifications, ground strength, overlaps, steel, corrugated iron, concrete, single concrete walls, p.med, reinforced concrete walls, detail board of typical construction esc, var, rto, var, wall of cyclopeo of large stone, construction gasket, detail, wall type, wall type ii

Raw text data extracted from CAD file:

3.00 17.00 13.00 13.00 7.00 5.00 1.60 2.90 2.90 2.20 1.60 1.60 10.00 5.00 5.00 5.00 3.00 3.00 16.50 13.50 13.00 7.00 5.00 1.60 2.90 2.90 2.20 1.60 1.60 10.00 5.00 5.00 5.00 3.00 3.50 3.50 3.00 3.50 3.50 3.00 10.00 0.80 1.39 1.39 4.62 var 3.50 @ 3.85 m 4.62 4.62 4.62 4.62 2.77 2.31 10.16 9.70 VAR 2.45 @3.00 m 16.63 24.02 18.48 2.77 1.39 1.39 8.32 8.32 PROGRESIVA COT. TERR. FONDO \A1;ESCALA: H=1/2000 V=1/200 PERFIL LONGITUDINAL KM = 0+000 @ 0+083 COT. TERR. SUPERF H. CORTE (+) H. RELLENO (-) 2272.00 2274.00 2276.00 2273.00 2275.00 0+000 0.745 2288.40 \A1;Terreno natural superficie 2291.43 \A1;Terreno Natural Fondo 0+010 0.745 2289.04 2290.59 0+020 0.745 2285.64 2290.17 0+030 0.745 2287.92 2287.84 0+040 0.745 2281.35 2285.70 0+050 0.745 2280.93 2283.52 0+060 0.745 2279.03 2281.34 0+070 0.745 2274.76 2279.40 0+080 0.745 2274.65 2277.26 0+083 0.745 2274.52 2276.91 2277.00 2279.00 2281.00 2278.00 2280.00 2282.00 2284.00 2286.00 2283.00 2285.00 2287.00 2289.00 2291.00 2288.00 2290.00 2292.00 2294.00 2293.00 2272.00 2274.00 2276.00 2273.00 2275.00 2277.00 2279.00 2281.00 2278.00 2280.00 2282.00 2284.00 2286.00 2283.00 2285.00 2287.00 2289.00 2291.00 2288.00 2290.00 2292.00 2294.00 2293.00 0+018.5 2289.10 2290.31 H I \A1;MURO DE CONTENCION EXISTENTE \A1;MURO DE CONTENCION PROPUESTO \W9.89539; ASENTAMIENTO HUMANO \W9.89539; LA MERCED MURO 1 \A1;CONSTRUCCION EXISTENTE MURO 2 MURO 3 MURO 4 MURO 5 MURO 6 MURO 7 MURO 8 MURO 9 MURO 10 MURO 11 MURO 12 MURO 13 MURO 14 b= 1.9 m hprom=3.04 m l=5 m b= 2.9 m hprom=4.43 m l=3 m b= 1.9 m hprom=2.25 m l=5 m b= 1.9 m hprom=2.35 m l=7 m b= 1.9 m hprom=2.94 m l=3 m b= 2.9 m hprom=4.21 m l=5 m b= 2.9 m hprom=3.62 m l=5m b= 2.2 m hprom=3.28 m l=3.5 m b= 2.2 m hprom=3.32 m l=3.5 m b= 2.2 m hprom=3.18 m l=3 m b= 2.2 m hprom=3.47 m l=3.5 m b= 2.9 m hprom=4.26 m l=3.5 m b= 2.9 m hprom=4.71 m l=3 m b= 2.9 m hprom=4.18 m l=5 m 0+000 0+010 0+083 0+080 0+070 0+060 0+050 0+040 0+030 0+020 3.00 17.00 5 13.00 5 5 5 5 5 5 5 5 5 5 5.00 5.00 3.00 \W9.89539; JR. Nº 4 \W9.89539; JR. Nº 4 \A1;MURO DE CONTENCION PROPUESTO \A1;Razante \A1;Razante H 0+000 0+010 \W9.89539; ASENTAMIENTO HUMANO \W9.89539; LA MERCED 0+083 0+080 0+070 0+060 0+050 0+040 0+030 0+020 I H 0+000 0+010 0+083 0+080 0+070 0+060 0+050 0+040 0+030 0+020 I 3.00 16.50 5 13.00 5 5 5 5 5 5 5 5 5 5 5.00 5.00 3.00 3.50 3.50 3.00 3.50 3.50 3.00 10.00 Empalma en muro existente \W9.89539; ASENTAMIENTO HUMANO \W9.89539; LA MERCED \W9.89539; JR. Nº 4 \W9.89539; JR. Nº 4 \W9.89539; JR. Nº 4 \W9.89539; JR. Nº 4 LEYENDA MURO DE CONTENCION EXISTENTE MURO DE CONTENCION PROPUESTO LIMITE DE VIA PILCADO DE PIEDRA h= var LEYENDA MURO DE CONTENCION PROPUESTO LIMITE DE VIA PROYECCION DE LA ZAPATA AREA DE RELLENO ESPECIFICACIONES TECNICAS RESISTENCIA DEL TERRENO Ø 3/4" Ø 5/8" Ø 1/2" Ø 3/8" TRASLAPES ACERO FIERRO CORRUGADO CONCRETO 1,80 kg/cm² 0,70 m 0,60 m 0,45 m 0,40 m fy= 4200 kg/cm² (grado 60) MUROS DE CONCRETO SIMPLE f'c= 175 kg/cm² + 30% P.Med 4" MUROS DE CONCRETO ARMADO f'c= 210 kg/cm² (Verificar en Obra) 0.80 5 5 DETALLE JUNTA DE CONSTRUCCION TIPICA esc 1/10 1 - 1 5 var 3.50 @ 3.85 m 5 5 5 5 5 Ø 5/8" @ 0.25 Ø 3/8" 1 @ 0.05, 15 @ 0.175 rto @ 0.20 Ø 3/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 5 5 5 VAR 2.45 @3.00 m MURO DE Cº CICLOPEO F'=140Kg/cm2+30% DE PIEDRA GRANDE Ø 5/8" @ 0.20 Ø 5/8" @ 0.25 5 5 JUNTA DE CONSTRUCCION DETALLE 1 - 1 F'c= 210 Kg/cm2 5 Ø 3/8" @ 0.30 5 5 Ø 3/8" @ 0.20 Ø 3/8" @ 0.30 5 5 5 MURO TIPO I MURO TIPO II

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, betonsteine, concrete, concrete block, cyclopean, DWG, full, gravity, Project, projected, reinforced, retaining, walls