Design Inclined Falls DWG Block for AutoCAD

DESIGN STEPPED VERTICAL OF CHANNELS

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

Iii, Pending in, Shrub zone plants at, transfer, Shrub zone plants at, Concrete pipe, Fast, channel, Fast vertical, Of land, Vertical, section, channel, Stretch ii, Fast vertical section ii, Of fast vertical section, Rapid vertical section ii, Stretch iii, Rapid vertical section iii, Fast vertical section iii, Summary of conditions, Foundation, Foundation support layer: inorganic clay, Minimum depth of foundation: mt of excavation, Soil aggressiveness: slight, Cement concrete in contact ground: portland type, Type of foundation: you will have a platform of mt of height, A.g., Responsible professional:, drawing:, flat, draft, Location:, Vertical falls, April, Indicated, scale:, date:, design:, region, Ancash, Bolognesi, sheet, province:, Huayllacayan, district:, District municipality of huayllacayan, Of the canal sector of the caserio of the hope of the district of province

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D \A1;7.3500 \A1;20.0000 \A1;6.5482 \A1;19.7666 \A1;3.7900 \A1;19.3875 \A1;6.5482 \A1;5.9478 \A1;3.7577 \A1;2.0500 \A1;0.5500 \A1;1.5500 \A1;2.0000 \A1;1.1129 \A1;0.3000 \A1;1.2500 \A1;0.4000 \A1;1.6500 \A1;0.3000 \A1;1.4000 \A1;1.4500 \A1;1.4500 \A1;1.4500 \A1;2.1500 \A1;0.4000 \A1;0.3000 \A1;1.11 \A1;1.25 \A1;1.65 \A1;1.40 \A1;1.45 \A1;1.45 \A1;2.15 \A1;2.15 \A1;2.55 \A1;2.55 \A1;2.55 \A1;1.50 \A1;1.55 \A1;2.05 \A1;25.36 \A1;.40 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;1.00 \A1;2.00 \A1;.55 \A1;1.50 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;7.35 \A1;.30 \A1;6.86 \A1;.60 \A1;0.15 \A1;0.60 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.40 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.50 \A1;2.00 \A1;1.55 \A1;.55 \A1;2.05 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.40 \A1;1.25 \A1;1.65 \A1;1.40 \A1;1.45 \A1;1.45 \A1;TRAMO I \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.60 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.30 \A1;2.15 \A1;2.15 \A1;2.55 \A1;2.55 \A1;2.55 \A1;TRAMO II \A1;11.95 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;1.50 \A1;1.55 \A1;2.05 \A1;TRAMO III \A1;5.10 \A1;1.00 \A1;2.00 \A1;.55 1920 1935 1950 1965 1980 1995 2010 2025 2040 2055 2070 0+800 1+000 0.00% 2.60% 2.33% 0.86% 0.86% 0.86% 0.86% 1.38% 2048.344 2047.825 2047.359 2047.187 2047.016 2046.845 2046.673 2046.397 2048.425 2048.984 2047.624 2047.568 2047.156 2046.755 2046.200 2046.720 1.56% 20.57% 42.65% 2.63% 0.63% 1.61% 0.55% 0.55% 0.55% 0.55% 2045.986 2043.206 2038.636 2037.865 2037.739 2037.416 2037.307 2037.197 2037.088 2036.979 2045.986 2043.510 2038.636 2037.893 2037.759 2037.582 2037.526 2037.529 2037.502 2037.329 Pendiente 0.97% en 200m 1.55% en 26.46m 20.57% en 19.79m 69.39% en 5.91m Pend.1.09% en 149.29m \W6.00000; ZONA DE ARBUSTOS Y PLANTAS \W7.27381; (0+083.72 al 0+799.11) Trasvase L=35.70m \W6.00000; ZONA DE ARBUSTOS Y PLANTAS \W7.03571; (0+799.11 al 1+456.911) Concreto y Tuberia Rapidas 5 5 5 5 5 5 0+800 0+900 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Seccion de canal \A1;Esc: 1/125 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE DE RAPIDA VERTICAL \A1;Esc: 1/75 \A1;Concreto F’c= 175 Kg/cm2 \A1;Concreto F’c= 175 Kg/cm2 \A1;Corte de Terreno \A1;Corte de Terreno \A1;ISOMETRIA RAPIDA VERTICAL TRAMO I \A1;Esc: 1/75 TRAMO I 5 5 5 5 5 5 5 5 \A1;Seccion de canal \A1;Esc: 1/125 5 5 5 5 5 TRAMO II 5 5 5 5 5 \A1;ISOMETRIA RAPIDA VERTICAL TRAMO II \A1;Esc: 1/75 \A1;DETALLE DE RAPIDA VERTICAL TRAMO I \A1;Esc: 1/75 \A1;DETALLE DE RAPIDA VERTICAL TRAMO II \A1;Esc: 1/75 5 5 5 TRAMO III 5 5 5 5 \A1;DETALLE DE RAPIDA VERTICAL TRAMO III \A1;Esc: 1/75 \A1;ISOMETRIA RAPIDA VERTICAL TRAMO III \A1;Esc: 1/75 RESUMEN DE LAS CONDICIONES DE CIMENTACION Estrato de Apoyo de Cimentacion: CL Arcilla Inorganica Profundidad de Cimentacion minimo: 0.6 mt de excavacion Agresividad del suelo: Leve Cemento de Concreto en contacto suelo: Portland Tipo I Tipo de Cimentacion: Superficial, Tendra una plataforma de 0.20 mt de altura R.G.A. PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO UBICACION: C-01 CAIDAS VERTICALES (0+827) ABRIL – 2012 Indicada ESCALA: FECHA: . albertoyh8@hotmail.com DISEÑO: REGION : ANCASH BOLOGNESI LAMINA N° PROVINCIA: HUAYLLACAYAN DISTRITO: \W7.08815; MUNICIPALIDAD DISTRITAL DE \W7.08815; HUAYLLACAYAN \W7.01564; “MEJORAMIENTO DEL CANAL UÑUSH-SABAS-CHURAP SECTOR 4 DEL \W7.01564; CASERIO DE LA ESPERANZA DEL DISTRITO DE HUAYLLACAYAN, PROVINCIA \W7.01564; BOLOGNESI-ANCASH”