Design Booxcoulvert DWG Detail for AutoCAD

Design Booxcoulvert DWG Detail for AutoCAD

DESIGN BOXCOULVERT; STRUCTURAL DETAIL OF A BOXCOULVERT Poured; It IS CONTAINING THE BREAKDOWN OF ITS structural elements.

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

stirrups branches, n.a., via alternate, populated center, county arache, corozalito, chima, paddock, consultant:, daniel villegas vega, contains:, flat:, September of, date:, draft:, review:, pedro santana, general location of esc., cgto. Arachaty, chimera, municipality, construction of pavement in plate footprint of the main entrance to the corregimiento of arache rural area of the municipality of chimá department córdoba, chima, corozalito, plant box culvert, esc., road axle, front view box culvert, esc., section box culvert, esc., crusher box culvert, esc., esc., side view box culvert, esc., detail flip typical box culvert, esc., section, esc., section

Raw text data extracted from CAD file:

\A1;0.21 \A1;7.62 \A1;4.30 \A1;0.21 \A1;1.50 \A1;0.21 \A1;45° \A1;0.20 \A1;0.05 \A1;5.50 \A1;0.25 \A1;0.82 \A1;0.20 \A1;2.00 \A1;0.21 \A1;4.30 \A1;0.25 \A1;0.30 \A1;2.00 \A1;0.30 \A1;0.25 \A1;2.60 \A1;2.00 \A1;2.00 \A1;0.30 \A1;0.30 \A1;2.85 \A1;0.21 \A1;4.30 \A1;0.21 \A1;0.20 \A1;0.55 \A1;0.30 N: 0,0 \A1;H \A1;B \A1;.20 ESTRIBOS 2 RAMAS N.P.A. R3 R4 -2271.192791026881 -2271.192791026881 -2271.192791026881 \A1;2.00 \A1;2.00 \A1;2.60 \A1;2.60 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.85 \A1;2.50 \A1;0.85 \A1;2.50 \A1;0.20 \A1;0.20 \A1;2.50 \A1;0.20 \A1;0.20 \A1;2.50 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.30 \A1;2.00 \A1;0.30 \A1;0.25 \A1;0.21 \A1;3.10 \A1;0.25 \A1;0.30 \A1;2.00 \A1;0.30 \A1;0.25 \A1;0.21 \A1;3.10 \A1;5.50 \A1;0.80 \A1;0.20 \A1;0.05 N E W S 0+000.000 0+020.000 0+040.000 0+060.000 0+080.000 0+100.000 0+120.000 0+140.000 0+160.000 0+180.000 0+200.000 0+220.000 0+240.000 0+260.000 0+280.000 0+300.000 0+320.000 0+340.000 0+360.000 0+380.000 0+400.000 0+420.000 0+440.000 0+460.000 0+480.000 0+500.000 0+520.000 0+540.000 0+560.000 0+580.000 0+600.000 0+620.000 0+640.000 0+660.000 0+680.000 0+700.000 0+720.000 0+740.000 0+760.000 0+780.000 0+800.000 0+820.000 0+840.000 0+860.000 0+880.000 0+900.000 0+920.000 0+940.000 0+960.000 0+980.000 1+000.000 1+020.000 1+040.000 1+060.000 1+080.000 1+100.000 1+120.000 1+140.000 1+160.000 1+180.000 1+200.000 1+220.000 1+240.000 1+260.000 1+280.000 1+300.000 1+320.000 1+340.000 1+360.000 1+380.000 1+400.000 1+420.000 1+440.000 1+460.000 1+480.000 1+500.000 1+520.000 1+540.000 1+560.000 1+580.000 1+600.000 1+620.000 1+640.000 1+660.000 1+680.000 1+700.000 1+720.000 1+740.000 1+760.000 1+780.000 1+800.000 1+820.000 1+840.000 1+860.000 1+880.000 1+900.000 1+920.000 VIA ALTERNA CENTRO POBLADO CORREGIMIENTO ARACHE A COROZALITO A CHIMA POTRERO POTRERO POTRERO POTRERO POTRERO POTRERO POTRERO POTRERO CONSULTOR: DANIEL VILLEGAS VEGA CONTIENE: \A1;2/6 PLANO: SEPTIEMBRE DE 2016 FECHA: PROYECTO: REVISIÓN: PEDRO SANTANA LOCALIZACION GENERAL DE VIAS ESC. 1:2500 665 2 003 CGTO. ARACHE 1,157,750 E 1,494,750 N 1,495,000 N 1,495,250 N 1,495,500 N 1,495,750 N 1,496,000 N 1,496,250 N 1,158,000 E 1,158,250 E 1,158,500 E 1,158,750 E 1,159,000 E 1,159,250 E 1,159,500 E 1,159,750 E CHIMÁ MUNICIPIO CONSTRUCCIÓN DE PAVIMENTO EN PLACA HUELLA DE LA ENTRADA PRINCIPAL AL CORREGIMIENTO DE ARACHE ZONA RURAL DEL MUNICIPIO DE CHIMÁ DEPARTAMENTO CÓRDOBA DE 66520040000001 A CHIMA 0001 6652004000 6652004 2 665 66520040000001 A COROZALITO 0001 6652004000 6652004 2 665 \A1;2.30 \A1;0.30 \A1;0.25 \A1;1.30 \A1;0.20 \A1;0.55 \A1;2.00 \A1;0.30 \A1;0.30 \A1;2.50 a 2.20 \A1;0.20 \A1;0.20 \A1;2.50 a 2.20 \A1;0.20 \A1;0.85 \A1;0.55 \A1;0.30 \A1;0.20 \A1;0.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.80697; PLANTA BOX CULVERT \W1.80697; 2,00m x 2,00m x 6,00m \W8.14881; ESC. 1:75 \W9.44069; EJE DE LA VÍA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W6.76894; VISTA FRONTAL BOX CULVERT \W9.61129; 2,00m x 2,00m x 6,00m \W8.14881; ESC. 1:75 5 5 5 5 5 5 5 5 5 5 5 \W8.71009; SECCIÓN BOX CULVERT \W9.61129; 2,00m x 2,00m x 6,00m \W8.14881; ESC. 1:75 \W8.39093; DESPIECE BOX CULVERT \W9.61129; 2,00m x 2,00m x 6,00m \W8.14881; ESC. 1:75 5 2.50 5 \A1;80Ø1/2", L=4,20M 2.50 0.20 0.20 2.50 0.20 0.20 2.50 0.20 0.20 \A1;80Ø1/2", L=2,90m \A1;80Ø1/2", L=2,90m \A1;80Ø1/2", L=2,90m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W8.14881; ESC. 1:75 \W4.71656; VISTA LATERAL BOX CULVERT \W4.71656; 2,00m x 2,00m x 6,00m 5 5 5 5 5 5 5 5 5 5 5 \A1;Variable de \A1;2,00 a 2,30m 2.50 a 2.20 0.20 0.20 \A1;40Ø1/2", L=2,90m a 2,60m 2.50 a 2.20 0.20 5 \A1;40Ø1/2", L=3,55m a 3,25m \W8.14881; ESC. 1:75 \W8.61641; DETALLE ALETA TÍPICA BOX CULVERT \W8.18145; 2,00m x 2,00m x 6,00m \W8.14881; ESC. 1:25 \W1.29293; SECCION 1-1 5 5 \W8.14881; ESC. 1:25 \W1.05839; SECCION 2-2 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, box, breakdown, Design, DETAIL, DWG, elements, exploded, FOUNDATION, foundations, fundament, steel, structural, structural details