Hydro Dam DWG Section for AutoCAD

Location section of an earth dam

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

Corona terrain:, Nan, yam, title:, date:, Mr., Autocad and, drawing:, design:, management:, scale:, flat, Grovel, Gravel surface:, cut, Esc., Greater section prey, Minimum water level:, Pipe outlet height, Bed of gravel, Homogeneous terraplen body, Rocking, Waterproof dentellon, Gravel sand filter, Downstream slope, Upstream slope, Gravel filter, natural terrain, Cup leveling cutter, Making work, Pipe fg to the irrigation system, Gravure layer, cut, Esc., Greater section prey, Hand, Rocking, Gravel sand filter, Gravel filter, Hand, Terrain, Bed of gravel, Making work, Waterproof dentellon, Cork crown, title:, date:, Autocad and, drawing:, design:, management:, scale:, flat, Crown crown:, Nan, Glass finished surface, Original floor, Esc., Longitudinal section glass, Original floor, drainage tube, Drainage ditch, River, Cargo chamber, Shredder, section, Canal dump, longitudinal, glass, section, longitudinal, glass, Esc., Jatun pampa prey plant location, drainage tube, Excavation for vessel leveling, Making work, Hand, Rocking, Hand, Waste dump, Axis of the dam, Excavation for vessel leveling, Hand

Raw text data extracted from CAD file:

\A1;8.000m \A1;3.000m \A1;4.000m \A1;5.000m \A1;1.500m \A1;10.071m \A1;0.800m \A1;Desplante =0.500m \A1;0.600m \A1;115.000m \A1;8.000m \A1;66.759m \A1;43.022m \A1;27.87°m \A1;46.50°m Corona Terraplen: 3642.5 NAN : 3641.25 NAME : 3641.75 BM-0: 3649.51 BM-1: 3634.41 TITULO: Fecha: Sr. AutoCad – EP Dibujo: Diseño: Gestion: Escala: Plano N°: 5 5 5 5 5 5 5 Desplante =<> Superficie de grava: 3642.65 CORTE A-A Esc. 1:100 SECCION MAYOR PRESA Nivel de Aguas Minimas: 3636.675 Cota salida tuberia 3636.25 5 Cama de grava e=15cm CUERPO DEL TERRAPLEN HOMOGENEO Enrocamiento colocado a volteo Dentellon impermeable Filtro de arena y gravilla Talud Aguas Abajo 2.5:1(H:V) Talud Aguas Arriba 3:1(H:V) Filtro de grava Terreno Natural Corte para nivelacion vaso 2.5% Obra de toma Tuberia FG 6″ al sistema de riego 2.5% Capa de grava e=15cm 1% BM-0: 3649.51 CORTE A-A Esc. 1:100 SECCION MAYOR PRESA Enrocamiento acomodado a mano e=30cm (Rip Rap) Enrocamiento colocado a volteo Filtro de arena y gravilla Filtro de grava 2.5% Enrocamiento acomodado a mano e=30cm (Rip Rap) Terraplen homogeneo Cama de grava e=15cm Obra de toma Dentellon impermeable Bordillo de corona HoCo Bordillo de corona HoCo TITULO: Fecha: AutoCad – EP Dibujo: Diseño: Gestion: Escala: Plano N°: 5 5 Corona Presa: 3642.5 NAN : 3641.25 BM-0: 3649.51 BM-1: 3634.41 3:1(H:V) 2.5% Superficie acabada vaso Suelo original Esc. 1:250 SECCION LONGITUDINAL VASO Suelo original Tubo de drenaje d 8″ Zanja de drenaje 1 BM-0 N=8146069.004 E=750292.475 EL=3649.51 2 BM-1 N=8145877.755 E=750269.500 EL=3634.41 Rio Camara de Carga Desarenador 2 Seccion 4 Canal Vertedero 3645 3642.5 3640 3637.5 3645 3642.5 3640 3637.5 3635 3632.5 3640 3637.5 3630 3642.5 3640 3637.5 3635 3637.5 3640 3642.5 3647.5 3650 3652.5 3655 Longitudinal Vaso Seccion Longitudinal Vaso Esc. 1:250 EMPLAZAMIENTO EN PLANTA PRESA JATUN PAMPA Tubo de drenaje d 8″ Tubo de drenaje d 8″ Tubo de drenaje d 8″ Excavacion para nivelacion del vaso Obra de toma Enrocamiento acomodado a mano e=30cm Enrocamiento colocado a volteo Enrocamiento acomodado a mano e=30cm Vertedero de demasias L=7m 5 5 Eje de la presa Eje de la presa 5 5 Excavacion para nivelacion del vaso Enrocamiento acomodado a mano e=30cm (Rip Rap) Enrocamiento acomodado a mano e=30cm (Rip Rap)