Details Reservoir Land Gates And Catchment DWG Detail for AutoCAD

Detail of gates; uptake of spring, this reservoir captures for sprinkler irrigation, the reservoir is detailed with geomembrane, the slopes are a function of the type of soil, the details of the gates There are two types, card and thread.

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

scale, Earth reservoir, Magnetic, Quota, Niv, Support bed, Selected land, Common filling without bolognese, Typical section of excavation, Level of natural terrain, Typical of section of gates section of gates section:, Aºfº, griddle, Threaded flywheel, Metal gate, angle of, griddle, Metal gate, background, Free edge, Anchorage zone, Free edge, Anchorage zone, Free edge, Anchorage zone, Free edge, Anchorage zone, scale, section, scale, section, scale, section, scale, Sluice gates, scale, general plant

Raw text data extracted from CAD file:

ESCALA RESERVORIO DE TIERRA 1/100 TP WV H Y D O S W S D GV W D Y H D 9210800 N 820700 E 9210900 N 9211000 N 9210700 N 9210600 N 9210500 N 9210400 N 9210300 N 9210200 N 9210100 N 9210000 N 9209900 N 9209800 N 9209700 N 9209600 N 9209500 N 9209400 N 9209200 N 824300 E 9210200 N 9210100 N 9210000 N 9209900 N 9209800 N 9209700 N 9209600 N 9209500 N 9209400 N 9209200 N 9211000 N 9210900 N 9210800 N 9210700 N 9210600 N 9210500 N 9210400 N 9210300 N 824200 E 824100 E 820800 E 820900 E 821000 E 821100 E 821200 E 821300 E 821400 E 821500 E 821600 E 821700 E 821800 E 821900 E 822000 E 822100 E 822200 E 822300 E 822400 E 822500 E 822600 E 822700 E 822800 E 822900 E 823000 E 823100 E 823200 E 823300 E 823400 E 823500 E 823600 E 823700 E 823800 E 823900 E 824000 E 820800 E 820900 E 821000 E 821100 E 821200 E 821300 E 821400 E 821500 E 821600 E 821700 E 821800 E 821900 E 822000 E 822100 E 822200 E 822300 E 822400 E 822600 E 822700 E 822800 E 822900 E 823000 E 823100 E 823200 E 823300 E 823400 E 823500 E 823600 E 823700 E 823800 E 823900 E 824100 E 824000 E 824200 E 824300 E 820700 E 0,1 0,3 0,2 0,4 MAGNETIC 0.40 1.02 1.02 0.60 0.09 0.09 COTA NIV \A1;9.84 \A1;13.04 \A1;24.44 \A1;21.18 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;18.18 \A1;21.44 \A1;2.50 \A1;2.80 \A1;0.30 \A1;2.50 CAMA DE APOYO (Tierra Cernida) TIERRA SELECCIONADA RELLENO COMUN SIN BOLONERIA \W0.39669; SECCION TIPICA DE \W0.39669; EXCAVACION \W6.08859; Esc:1/10 5 5 5 5 NIVEL DE TERRENO NATURAL \W0.53813; \LDETALLE TIPICO DE SECCION DE COMPUERTASTIPICO DE SECCION DE COMPUERTAS \W0.53813; ESCALA: 1 / 20 5 AºFº Ø1″ PLANCHA e=1/8″ VOLANTE ROSCADO COMPUERTA METALICA 0.35×0.85 ANGULO DE 1/8″ x 11/2″ ANGULO DE 1/8″ x 11/2″ PLANCHA e=1/8″ COMPUERTA METALICA 0.35×0.85 5 5 5 5 5 B B C C A A S=0.5 % FONDO Z 1.0 BORDE LIBRE BORDE LIBRE ZONA DE ANCLAJE BORDE LIBRE ZONA DE ANCLAJE BORDE LIBRE ZONA DE ANCLAJE BORDE LIBRE ZONA DE ANCLAJE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA SECCIÓN B-B 1/20 ESCALA SECCIÓN C-C 1/20 ESCALA SECCIÓN A-A 1/20 ESCALA COMPUERTAS 1/20 ESCALA PLANTA GENERAL 1/20