Water Treatment Plant – Project DWG Full Project for AutoCAD

Water Treatment Plant – Project DWG Full Project for AutoCAD

Water Treatment Plant – Details

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

yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Magnetic, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Esc, Sheet, Double scale, Flow in drainage system, Slow filter input system, Wash channel, Drainage detail, False bottom, pipeline, filtered water, Entry structure, Water filter fast, Water of, Isometroic fast filter, Drainage detail, Washing channel, Arrival dump, Drainage water, arrival, Washing control door, Note: width of walls indicated, Washing channel, Washing control door, Water outlet, Quick filter prefilter profile, Details chlorador false bottom, Quick filter prefilter plant, Details, Rows, False detail background, Quick sand filter, Washing channel, maximum level, Raw water inlet channel, Free edge, Water of, sewer system, False bottom, Filtration medium: sand medium gravel, key, Water, Structural detail of corners, Double scale, Constant load equipment for, Dosing of the chlorine solution, Hypochlorite solution, Hermetic seal, Download point, of application, Plastic discharge tube, Plastic tank, Adjustable orifice, float, figurative, External iron, Internal iron, figurative, Pvc tape, Board of, building, Trans reinforcement, Reinforcement long., Trans reinforcement, Reinforcement long., Trans reinforcement, Reinforcement long., Trans reinforcement, Reinforcement long., Trans reinforcement, Reinforcement long., Trans reinforcement, Reinforcement long., Wash water, arrival, Perforated screen, Drainage water, Water outlet, Average sand, Washing channel, Raw water inlet channel, Water, controller, Free edge, gravel, False bottom, sewer system, Water of, Raw water inlet channel, Supernatant, Washing channel, Water, False bottom, sewer system, Pre-filter, False detail background, Double scale, A cover must be placed both the pre-filter and the filter to avoid contamination this cover can be concrete plates with an approximate width of each one placed next to the other so as to cover the entire length of this with the prposito Of being able to remove them to discover the whole area of ​​the same with which to remove the bed of gravels in the event that it needs to be replaced by new material., Drainage gutters, Minimum strength of concrete steel use lbs, A solder in a concrete cycle must be placed under the foundation of all the components with a thickness of

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR MAGNETIC 0,25 0,3 1,2 0,55 0,37 0,1 0,15 0,2 0,7 0,1 0,8 0,1 0,55 0,15 0,8 0,37 0,4 2,4 1,6 0,1 0,2 0,15 0,15 0,2 0,2 0,28 0,52 0,52 0,28 0,3 0,7 0,8 0,2 0,2 0,15 0,8 0,2 0,2 0,2 0,9 0,2 0,5 0,3 0,47 2.20 0,2 0,2 0,2 0,2 0,2 0,16 0,2 0,8 1.44 per1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 10.00000000000000 10.00000000000000 10.00000000000000 1962.956659230822 -659.9621210824737 849.0000000000000 0.000000000000000 1798.701459932128 LEFT PEGLT PEGRT PDGL PDGR ESC 20 PLIEGO DOBLE ESCALA 5 5 5 5 5 FLUJO EN SISTEMA DE DRENAJE SISTEMA DE ENTRADA FILTRO LENTO CANAL DE LAVADO DETALLE DRENAJE Falso fondo h=0.10m Tuberia d1/2" agua filtrada agua filtrada agua filtrada agua filtrada 0,10 0,15 Entrada estructura 1 Entrada estructura 2 agua filtrada:Ø4" a filtro rápido A agua de lavado:Ø2" D ISOMETROICO FILTRO RAPIDO DETALLE DRENAJE S=1%--> Canaleta de lavado h=0.15 Vertedero de llegada Drenaje agua de lavado:Ø2" LLEGADA : Ø2" Compuerta control de lavado S=2%--> Nota: ancho de muros indicada Canaleta de lavado h=0.15 Compuerta control de lavado S=1% --> <--S=2% E --> al desague:Ø2" C --> SALIDA agua filtrada:Ø2" B PERFIL PREFILTRO Y FILTRO RAPIDO DETALLES CLORADOR Y FALSO FONDO PLANTA PREFILTRO Y FILTRO RAPIDO DETALLES Ø=1/2" 26 filas 26 filas 26 filas Ø=1/2" Ø=1/2" DETALLE FALSO FONDO 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 0.15 0.15 0.15 0.15 FILTRO RAPIDO DE ARENA Canaleta de lavado Nivel máximo Canal de entrada de agua cruda Borde libre agua de lavado:Ø2" Drenaje Falso fondo Medio de filtración: arena media y grava Llave 1 --> agua filtrada:Ø2" --> al desague:Ø4" DETALLE ESTRUCTURAL DE ESQUINAS DOBLE ESCALA DOBLE ESCALA EQUIPO DE CARGA CONSTANTE PARA DOSIFICACION DE LA SOLUCION DE CLORO Solución hipoclorito Unión hermética Descarga a punto de aplicación Tubo plástico de descarga Tanque plástico orificio regulable Flotador FIGURADO HIERRO EXTERNO HIERRO INTERNO FIGURADO CINTA PVC JUNTA DE CONSTRUCCION REFUERZO TRANS. 3/8" C/30 E=0.15m REFUERZO TRANS. 3/8" C/30 E=0.10m REFUERZO TRANS. 3/8" C/30 E=0.15m REFUERZO LONG. 3/8" C/30 E=0.15m REFUERZO LONG. 3/8" C/30 E=0.15m REFUERZO TRANS. 3/8" C/30 E=0.10m REFUERZO LONG. 3/8" C/30 E=0.10m REFUERZO LONG. 3/8" C/30 E=0.10m REFUERZO TRANS. 3/8" C/30 E=0.20m REFUERZO LONG. 3/8" C/30 E=0.15m REFUERZO TRANS. 3/8" C/30 E=0.20m REFUERZO LONG. 3/8" C/30 E=0.15m REFUERZO LONG. 3/8" C/30 E=0.10m REFUERZO TRANS. 3/8" C/30 E=0.10m REFUERZO TRANS. 3/8" C/30 E=0.15m REFUERZO LONG. 3/8" C/30 E=0.15m REFUERZO LONG. 3/8" C/30 E=0.10m REFUERZO TRANS. 3/8" C/30 E=0.10m REFUERZO TRANS. 3/8" C/30 E=0.15m REFUERZO LONG. 3/8" C/30 E=0.15m 5 5 AGUA DE LAVADO 2" 5 5 5 5 5 5 LLEGADA 2" 5 PANTALLA PERFORADA PANTALLA PERFORADA Drenaje agua de lavado:Ø2" --> --> SALIDA agua filtrada:Ø2" arena media Ø=6-13mm. Canaleta de lavado h=0.15m Canal de entrada de agua cruda 5 5 5 5 S=1% Agua B E <--Drenaje Controlador C Borde libre h=0.15m 5 Grava 13-19mm. Falso fondo h=0.15m Drenaje h=0.15m. 2.20 agua de lavado:Ø2" --> A D Canal de entrada de agua cruda 0.055m 5 5 5 5 5 Sobrenadante h=0.15m Ø=6-10mm. Ø=10-19mm. Ø=19-25mm. Canaleta de lavado h=0.15m S=1% Agua 5 5 5 Falso fondo h=0.15m L=5m, Ø2" Drenaje h=0.15m. 1.44 PREFILTRO DETALLE FALSO FONDO DOBLE ESCALA NOTA:\H0.6667x; SE DEBE COLOCAR UNA CUBIERTA TANTO EL PREFILTRO COMO AL FILTRO PARA EVITAR LA CONTAMINACION EXTERNA, ESTA CUBIERTA PUEDE SER EN PLACAS DE CONCRETO CON UN ANCHO APROXIMADO DE CADA UNA DE 0.50m. Y COLOCADAS UNA AL LADO DE LA OTRA Y ASI PODER CUBRIR TODO EL LARGO DE LOS FILTROS, ESTO CON EL PRPOSITO DE PODERLAS REMOVER PARA DESCUBRIR TODA EL AREA DE LOS MISMOS Y CON ELLO PODER SACAR EL LECHO DE GRAVAS EN EL CASO DE QUE NESESITE SER REMPLAZADO POR MATERIAL NUEVO. CANALETAS Y DRENAJE Resistencia mínima del Concreto : 210 kg/cm2 (3000 psi). Acero a utilizar : 60000 lbs NOTA:\H0.6667x; SE DEBE COLOCAR UN SOLADO EN CONCRETO CICLOPEO BAJO LA CIMENTACION DE TODOS LOS COMPONENTES CON UN ESPESOR DE 0.40 m

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, details, DWG, full, kläranlage, plant, Project, treatment, treatment plant, water