Retaining Wall Socabaya DWG Detail for AutoCAD

Retaining Wall Socabaya DWG Detail for AutoCAD

Details retaining wall side of the main road in Socabaya – Arequipa

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

of buttresses, of stirrups, kind, rest, each end, rest each end, spacing in centimeters, kind, kind, kind, kind, kind, kind, kind, shoes, reinforced concrete, concrete, armed cmentation, structural buttress walls, maximum coarse aggregate size, general technical specifications, floor, steel, coatings, walls, bearing capacity of soil, district municipality of socabaya, scale, drawing, owner, flat, Location, the campiña socabaya arequipa, date, sheet, j.p.p.c., retaining walls, indicated, November, ground near the wall, spacing abutments, interleaved, interleaved, sidewalk, interleaved, interleaved, controlled packed filling, via, berm, natural terrain, interleaved, detail of main steel screen, interleaved, sidewalk, via, berm, controlled packed filling, natural terrain, cyclopean concrete p.m., kind, table of dimensions of retaining walls of concrete cycle, scale, retaining wall, dist:, asphalt folder, avenue the woods, district municipality of socabaya, surveyor, a.a.a., paving of roads in pp.jj. villa, details retaining wall, scale: indicated, arequipa, socabaya, region, province, district, draft:, Location:, date: nov., flat:, sheet, good san cristobal santa cruz de lara, scale, Longitudinal profile, shoes, reinforced concrete, concrete, armed foundation, walls, maximum coarse aggregate size, Technical specifications, floor, steel, coatings, walls, bearing capacity of soil, concrete cycle, concrete

Raw text data extracted from CAD file:

\A1;1.20 \A1;0.30 \A1;1.55 \A1;0.80 \A1;0.70 \A1;0.40 \A1;1.00 \A1;2.40 \A1;0.30 \A1;1.00 \A1;0.30 \A1;2.40 \A1;0.30 \A1;0.80 \A1;0.30 \A1;2.40 \A1;0.30 \A1;0.80 \A1;0.30 \A1;5.00 \A1;10.00 \A1;2.40 \A1;0.60 \A1;2.70 \A1;0.25 \A1;0.10 @ 0.72 \A1;3.45 \A1;2.60 \A1;0.10 @ 1.05 \A1;0.60 \A1;2.20 \A1;1.43 @ 2.20 \A1;0.00 @ 1.18 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.70 \A1;0.50 \A1;2.90 \A1;2.15 \A1;0.10 @ 1.04 \A1;0.50 \A1;2.20 \A1;0.72 @ 2.55 \A1;0.40 \A1;0.50 \A1;2.45 \A1;1.70 \A1;0.10 @ 0.85 \A1;0.50 \A1;2.08 @ 3.52 \A1;0.25 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;2.05 \A1;1.40 \A1;0.20 @ 1.01 \A1;0.40 \A1;1.47 @ 2.80 \A1;0.25 \A1;0.40 \A1;1.45 \A1;0.20@1.03 \A1;0.40 \A1;0.97 @ 2.15 \A1;0.25 \A1;0.80 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.15 \A1;2.20 \A1;2.20 \A1;0.05 @ 1.56 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;4.45 @ 5.81 \A1;1.00 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.60 \A1;0.30 \A1;3.63 @ 5.43 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.15 \A1;2.92 @ 4.60 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.63 \A1;5.24 \A1;0.60 \A1;0.10 \A1;0.73 \A1;4.45 \A1;3.55 \A1;0.60 \A1;0.10 \A1;0.62 \A1;4.86 \A1;0.60 \A1;0.10 \A1;0.95 \A1;4.32 \A1;0.50 \A1;0.10 \A1;3.53 \A1;0.73 \A1;0.50 \A1;0.10 \A1;2.82 \A1;0.75 \A1;0.40 \A1;0.20 \A1;1.98 \A1;0.75 \A1;0.40 \A1;0.20 \A1;1.27 \A1;0.83 \A1;0.40 \A1;0.20 \A1;1.11 \A1;0.83 \A1;0.50 \A1;0.10 \A1;3.71 \A1;0.94 \A1;0.50 \A1;0.10 \A1;3.33 \A1;0.76 \A1;0.50 \A1;0.10 \A1;2.75 \A1;0.70 \A1;0.40 \A1;0.20 \A1;1.93 \A1;0.81 \A1;0.40 \A1;0.20 \A1;1.10 \A1;0.55 \A1;0.27 \A1;0.40 \A1;0.20 \A1;0.55 \A1;1.20 \A1;0.40 \A1;0.30 \A1;1.00 \A1;2.08 @ 2.20 \A1;0.00 @ 1.47 \A1;0.40 \A1;0.20 \A1;0.60 \A1;0.30 \A1;0.60 \A1;0.30 \A1;1.20 \A1;0.70 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;3.10 \A1;2.15 \A1;0.60 \A1;0.60 \A1;0.45 \A1;0.25 \A1;0.20 \A1;4.05 @ 4.80 \A1;1.20 \A1;0.30 \A1;2.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.20 \A1;4.05 @ 4.80 \A1;L \A1;0.25 @ 0.45 \A1;hz \A1;0.25 \A1;0.25 \A1;1.20 \A1;0.30 \A1;hp \A1;H \A1;t \A1;1.20 \A1;0.20 \A1;2.00 \A1;1.20 \A1;1.20 \A1;1.20 8 Ø 3/4 \L1 - 1 5 <> \C5;DETALLES DE CONTRAFUERTES \H0.3333x;ESC 1:25 \LCF - A <> 2 Ø 3/4 3/8 3/8 \fArial|b0|i0|c0|p34;Ø 3/8 \fCentury Gothic|b1|i0|c0|p34;CUADRO DE ESTRIBOS 3 2 1 TIPO 1 @ 3.5 , 11 @ 7.5, resto @ 15.0 1 @ 5.0 , 10 @ 12.5 cada extremo 1 @ 5.0 , resto @ 15.0 cada extremo ESPACIAMIENTO EN CENTIMETROS TIPO 1 6 Ø 3/4 1 Ø 3/4 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 <> <> 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 2 Ø 5/8 <> 1 Ø 5/8 1 Ø 5/8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 5/8 @ 0.20 Ø 1/2 @ 0.20 Ø 5/8 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 <> <> <> 0.10 @ <> \LCF - B 6 Ø 3/4 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 <> 1 Ø 1/2 1 Ø 1/2 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 5/8 @ 0.20 Ø 1/2 @ 0.20 Ø 5/8 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 <> <> <> 0.10 @ 1.05 <> <> 1.43 @ <> 0.00 @ 1.18 2 Ø 1/2 <> <> 2 Ø 1/2 2 Ø 1/2 6 Ø 3/4 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 5/8 @ 0.25 Ø 1/2 @ 0.30 Ø 5/8 @ 0.25 Ø 1/2 @ 0.30 <> <> <> 0.10 @ 1.04 <> <> 0.72 @ 2.55 <> 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 <> <> <> 0.10 @ 0.85 <> 2.08 @ 3.52 <> Ø 5/8 @ 0.25 Ø 5/8 @ 0.25 Ø 1/2 @ 0.30 Ø 1/2 @ 0.30 <> <> <> <> Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 <> <> <> 0.20 @ 1.01 <> 1.47 @ 2.80 <> Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.30 Ø 1/2 @ 0.30 Ø 5/8 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 <> <> 0.20@1.03 <> 0.97 @ 2.15 <> Ø 1/2 @ 0.20 Ø 1/2 @ 0.20 Ø 1/2 @ 0.25 Ø 1/2 @ 0.20 Ø 1/2 @ 0.25 \LMC - A \LCF - C \LCF - D TIPO 1 TIPO 2 3 Ø 5/8 2 Ø 5/8 2 Ø 5/8 1 1 4 Ø 3/4 \L2 - 2 5 <> 3 Ø 5/8 2 Ø 5/8 1 Ø 3/4 3 4 Ø 3/4 \L3 - 3 5 <> 3 Ø 5/8 2 Ø 5/8 4 \L4 - 4 5 <> 2 Ø 5/8 2 Ø 5/8 <> <> <> 0.05 @ 1.56 <> <> <> <> 4.45 @ 5.81 TIPO 1 6 TIPO 3 TIPO 2 6 \L5 - 5 5 <> 5 Ø 1/2 2 Ø 1/2 2 5 5 4 3 2 6 Ø 3/4 5 <> 3 Ø 5/8 2 Ø 5/8 2 Ø 5/8 \L6 - 6 6 Ø 3/4 7 2 Ø 1/2 8 8 5 <> 3 Ø 1/2 2 Ø 1/2 \L7 - 7 4 Ø 1/2 5 <> 3 Ø 1/2 2 Ø 1/2 \L8 - 8 9 9 <> 3.63 @ 5.43 <> \LMC - B <> <> <> TIPO 1 TIPO 2 10 10 11 <> <> <> <> 2.92 @ 4.60 \LMC - C 12 12 <> 13 <> \LMC - D 5 <> 2 Ø 1/2 2 Ø 1/2 \L9 - 9 5 <> 4 Ø 1/2 2 Ø 1/2 \L10 - 10 \L11 - 11 5 <> 2 Ø 1/2 4 Ø 5/8 \L12 - 12 <> \LMC - E <> \LMC - F 2,501 2,500 2,499 2,498 2,497 2,496 2,495 2,494 2,493 2,492 2,491 2,490 2,489 0+000 2,500.20 0+020 2,500.77 0+040 2,500.78 0+060 2,500.72 0+080 2,500.47 0+100 2,500.18 0+120 2,499.74 0+140 2,499.36 0+160 2,496.23 0+180 2,493.20 0+200 2,490.75 MC - A MC - B MC - B MC - B MC - C MC - C MC - C MC - D MC - D MC - E MC - E MC - F MC - F 5 5 5 5 MC - A 5 5 5 5 <> 5 5 5 5 5 5 5 5 MC - B MC - B MC - B 5 5 5 MC - C 5 5 5 5 MC - D 5 5 5 5 MC - E 5 5 5 5 MC - F 5 5 5 5 5 5 5 5 MC - C 5 5 5 5 MC - C 5 5 5 5 MC - D 5 5 5 5 MC - E 5 5 5 5 MC - F 5 5 5 5 5 MC - F MC - F 2 Ø 1/2 2 Ø 5/8 <> 2 Ø 1/2 7 2 Ø 5/8 4 Ø 1/2 2 Ø 5/8 6 Ø 3/4 11 5 <> 2 Ø 1/2 2 Ø 5/8 2 Ø 1/2 <> 3 Ø 3/4 2.08 @ <> 0.00 @ 1.47 1 Ø 1/2 <> <> TIPO 3 2 Ø 5/8 13 5 <> 3 Ø 1/2 2 Ø 1/2 \L13 - 13 3 Ø 3/4 2 Ø 5/8 TIPO 2 2 Ø 1/2 14 14 5 <> 3 Ø 1/2 2 Ø 1/2 \L14 - 14 3 Ø 3/4 Ø 5/8 @ 0.25 <> <> \A1;0.80 Ø 5/8 @ 0.25 <> Ø 1/2 @ 0.25 Ø 5/8 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 <> Ø 1/2 @ 0.25 Ø 5/8 @ 0.125 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 \LMC - E \l(hasta 1.20m.) \LMC - E \l(mas de 1.20m.) <> Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 <> Ø 1/2 @ 0.25 Ø 5/8 @ 0.25 Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 \LMC - F \l(hasta 0.70m.) \LMC - F \l(mas de 0.70m.) Ø 1/2 @ 0.25 Ø 1/2 @ 0.25 - Zapatas = 7.5cm CONCRETO ARMADO CONCRETO fc= 210 kg/cm2 - Cmentación Armada - Muros y contrafuertes estructurales - Tamaño Máximo del Agregado Grueso = 3/4" ESPECIFICACIONES TECNICAS GENERALES SUELO ACERO fy= 4200 kg/cm2 RECUBRIMIENTOS - Muros = 4cm Capacidad portante del suelo t = 2.30Kg/cm² MUNICIPALIDAD DISTRITAL DE SOCABAYA ESCALA DIBUJO PROPIETARIO PLANO UBICACION LA CAMPIÑA SOCABAYA AREQUIPA FECHA LAMINA J.P.P.C. MUROS DE CONTENCION ES-1 1 :50 INDICADA NOVIEMBRE 2007 terreno proximo al muro ESPACIAMIENTO DE CONTRAFUERTES Ø 5/8 @ 0.20 Intercalado Ø 5/8 @ 0.20 Intercalado Ø 3/8 @ 0.25 Ø 1/2 @ 0.25 Ø 5/8 @ 0.15 Intercalado Ø 1/2 @ 0.25 Vereda Ø 1/2 @ 0.25 Intercalado <> <> <> 0.60 <> <> Ø 1/2 @ 0.25 Intercalado <> 0.20 4.05 @ 4.80 \LMC - 4, MC - 5 1.20 Relleno Compactado Controlado Via Berma 5 Terreno Natural Ø 5/8 @ 0.15 Intercalado 5 DETALLE DE ACERO PRINCIPAL PANTALLA 5 5 5 5 1 Ø 5/8 Ø 5/8 @ 0.20 Intercalado Ø 5/8 @ 0.20 Intercalado 1 Ø 5/8 <> 0.20 4.05 @ 4.80 L 0.25 @ 0.45 hz <> Vereda <> 1.20 Via Berma 5 Relleno Compactado Controlado hp Terreno Natural H t 1.20 Concreto Ciclopeo F´c=140kg/cm2 +30% P.M. 0.20 TIPO H(m) hz(m) hp(m) e(m) t(m) L(m) MC-1 2.55 0.75 1.80 0.25 0.40 1.40 MC-2 3.35 0.80 2.55 0.60 1.80 MC-3 4.10 0.95 3.15 0.85 2.30 \LMC - 1 ,MC-2, MC-3 0.25 0.25 CUADRO DE DIMENSIONES DE MUROS DE CONTENCION DE CONCRETO CICLOPEO Escala 1:50 Escala 1:50 0+360 0+380 Muro de Contención Dist: 26.000 0+370 0+386 MC-5 MC-4 MC-3 MC-2 MC-1 H=5.60 H=4.85 H=4.10 H=3.25 H=2.55 0+350 0+390 CARPETA ASFALTICA AVENIDA LOS BOSQUES MUNICIPALIDAD DISTRITAL DE SOCABAYA TOPOGRAFO A.A.A.P. PAVIMENTACION DE VIAS EN PP.JJ. VILLA ECOLOGICA, DETALLES MURO DE CONTENCION Escala: Indicadas : Arequipa : Arequipa : Socabaya Region Provincia Distrito Proyecto: Ubicacion: Fecha: NOV. 2008 Plano: D-2 LAMINA N° BUENA VISTA, SAN CRISTOBAL Y SANTA CRUZ DE LARA ESCALA 1/750 PERFIL LONGITUDINAL Ø 3/8 @ 0.25 - Zapatas = 7.5cm CONCRETO ARMADO CONCRETO fc= 210 kg/cm2 - Cimentación Armada - Muros - Tamaño Máximo del Agregado Grueso = 3/4" ESPECIFICACIONES TECNICAS SUELO ACERO fy= 4200 kg/cm2 RECUBRIMIENTOS - Muros = 4cm Capacidad portante del suelo t = 2.30Kg/cm² CONCRETO CICLOPEO CONCRETO fc= 140kg/cm2 + 30%P.M. 5 1.20 1.20 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	arequipa, autocad, block, constructive details, DETAIL, details, DWG, main, mur de pierre, panel, parede de pedra, partition wall, retaining, Road, Side, steinmauer, stone walls, wall, wall containment