Treatment Plant And Infiltration Gutter DWG Block for AutoCAD

Treatmaen plant with infiltration gutter and filter

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

title, scale, level, Infiltration trenches, scale:, Indicated, flat:, date:, topography:, address:, Ing. Percy soria galvarro, Septic chamber, Treatment schedule, entry, Infiltration trenches, Distributor of flows, Second compartment, First compartment, section, Second compartment, First compartment, Water level, Comes from camera of bars, Comes from c. R., plant, tube, top, slab, Open joint, Concrete tube, effluent, Distributor of flows, Infiltration trenches, Distributor of flows, slab, Tpvc, Septic tank treatment system with filter percolator infiltration ditches, province., municipality:, community:, plane of:, Distributor of flows, Infiltration trenches, Perimeter enclosure, Concrete tube, gravel, Callapos, Barbed wire in the, Callapos, Detail infiltration ditches, Perimeter fence detail

Raw text data extracted from CAD file:

TITULO ESCALA nivel \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;1.60 \A1;0.10 \A1;2.74 \A1;1.50 \A1;0.60 \A1;L=35.45m d 4″ Pte=1% \A1;29.30 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;1.50 \A1;0.60 \A1;0.60 \A1;20 ZANJAS DE INFILTRACION \A1;0.55 \A1;0.25 \A1;0.30 \A1;1.30 \A1;0.15 \A1;0.55 \A1;1.83 \A1;0.15 \A1;3.66 \A1;0.15 \A1;2.74 \A1;0.55 \A1;3.04 \A1;5.94 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.00 \A1;2.00 \A1;0.80 \A1;1.20 NOV- 2004 ESCALA: INDICADA PLANO: FECHA: TOPOGRAFIA: DIRECCION: Ing. Percy Soria Galvarro CAMARA SEPTICA CAMARA SEPTICA ESQUEMA DE TRATAMIENTO Entrada CR Zanjas de infiltración Distribuidor de Caudales SEGUNDO COMPARTIMENTO PRIMER COMPARTIMENTO SECCION A – A 1:25 1% 5 5 1% SEGUNDO COMPARTIMENTO PRIMER COMPARTIMENTO 5 5 5 5 Nivel Agua CT 3793 5 5 5 5 5 5 A A 5 5 5 5 5 5 Viene de Cámara de Rejas VIENE DE C. R. PLANTA 1:25 TUBO “T” TAPA 0.60mx0.60m LOSA H° A° LOSA H° A° JUNTA ABIERTA TUBO CONCRETO d 4″ EFLUENTE Te d6″ DISTRIBUIDOR DE CAUDALES 20 ZANJAS DE INFILTRACION 5 DISTRIBUIDOR DE CAUDALES LOSA H° A° TPVC d 6″ 5 5 SISTEMA DE TRATAMIENTO CAMARA SEPTICA CON FILTRO PERCOLADOR Y ZANJAS DE INFILTRACION PROVINCIA. MUNICIPIO: COMUNIDAD: PLANO DE: <> <> L=35.45m d 4″ Pte=1% 5 <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> DISTRIBUIDOR DE CAUDALES 20 ZANJAS DE INFILTRACION ZANJAS DE INFILTRACION 1:100 CS 3792.189 Cerco Perimetral a 1 mt de separación 0.80 5 0.60 5 5 TUBO CONCRETO 0 4″ GRAVA d3/4″ GRAVA d1″ 5 5 5 5 5 5 5 CALLAPOS d 4′ Alambre de Púas No 6 Callapos c/2.50m DETALLE ZANJAS DE INFILTRACION CT 5 DETALLE DE CERCO PERIMETRAL