Stockpile Model DWG Section for AutoCAD

Stockpile Model DWG Section for AutoCAD

Model stockpile of material in road construction. plant; cross sections and volume calculation

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

scale:, date:, rehabilitation and improvement of the road, approved:, date, description, revisions, supervision :, work:, sec.transv. storing yanamonte, sheet :, model, plan setting out :, yanamonte, location :, quinoa – san francisco, contractor :, slope, subgrade level, level ground, alignment, progressive, storing yanamonte, legend, axis of track in execution, limit of collection foot, projected path edge, description, material not defined

Raw text data extracted from CAD file:

ESCALA: FECHA: 1/500 REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA TRAMO II: KM. 78+500 - KM. 172+420 APROBADO : Nº FECHA DESCRIPCION REVISIONES SUPERVISIÓN: OBRA : OCTUBRE 2014 SEC.TRANSV. ACOPIO YANAMONTE LAMINA: MODEL Plano Replanteo: YANAMONTE Ubicacion: QUINUA - SAN FRANCISCO CONTRATISTA: 0+000 0+010 0+020 0+030 0+040 0+049 BP: 0+000.00 EP: 0+049.43 DATUM ELEV 2740.000 2750 2760 2770 PENDIENTE COTA SUBRASANTE COTA TERRENO ALINEAMIENTO PROGRESIVA S=44.90% L=0.76m S=45.46% L=0.12m S=36.72% L=0.89m S=-18.16% L=3.41m. S=-37.61% L=3.77m. S=0.63% L=10.62m S=-4.66% L=3.24m. S=-2.51% L=15.47m. S=25.27% L=0.81m S=4.57% L=0.89m S=8.13% L=0.63m S=11.47% L=1.16m S=24.49% L=0.32m S=28.53% L=0.98m S=-79.98% L=6.37m. 2758.83 2757.563 2757.292 2752.74 2758.83 2757.56 2757.29 2752.74 0+000.00 2756 2758 2760 2762 0 5 10 15 20 0 -5 -10 -15 -20 0+010.00 2754 2756 2758 2760 2762 0 5 10 15 20 0 -5 -10 -15 -20 0+020.00 2752 2754 2756 2758 2760 2762 0 5 10 15 20 0 -5 -10 -15 -20 0+030.00 2750 2752 2754 2756 2758 2760 2762 0 5 10 15 20 0 -5 -10 -15 -20 0+040.00 2750 2752 2754 2756 2758 2760 0 5 10 15 20 0 -5 -10 -15 -20 0+049.43 2750 2752 2754 2756 0 5 10 15 20 0 -5 -10 -15 -20 CT=2752.74 CR=2752.74 CT=2758.83 CR=2758.83 CT=2757.52 CR=2757.60 CT=2757.56 CR=2756.37 CT=2757.25 CR=2755.13 CT=2757.29 CR=2753.90 2755.00 2755.00 2754.00 2754.00 2756.00 2756.00 2757.00 2757.00 2757.00 2757.00 2758.00 2758.00 2760.00 2760.00 2756.00 2757.00 2758.00 2758.00 2759.00 2759.00 CL CL CL CL CL A.Acopio=0.99m2 A.Acopio=66.04m2 A.Acopio=64.57m2 A.Acopio=57.57m2 A.Acopio=31.83m2 A.Acopio=3.24 m2 CL CL ESCALA: FECHA: 1/500 REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA TRAMO II: KM. 78+500 - KM. 172+420 APROBADO : Nº FECHA DESCRIPCION REVISIONES SUPERVISIÓN: OBRA : OCTUBRE 2014 ACOPIO YANAMONTE LAMINA: MODEL Plano Replanteo: YANAMONTE Ubicacion: QUINUA - SAN FRANCISCO CONTRATISTA: LEYENDA Cauce de quebrada/río Eje de Vía en ejecución Limite de pie de Acopio Borde de Via Proyectada RESUMEN DE ACOPIO YANAMONTE (29-10-14) DESCRIPCIÓN MATERIAL NO DEFINIDO 2,202.15 m3

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, calculation, construction, cross, DWG, HIGHWAY, material, model, pavement, plant, Road, route, section, sections, volume