Slow Filter DWG Block for AutoCAD

Slow Filter Treatment Plant Drinking Water located in the city of Chincha Peru Chavin

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

treated water, Interleaved, Bed of sand, Rough wall, Interleaved, Interleaved, Interleaved, Interleaved, Leaving bar is cut, Prefabricated, Slabs, False bottom, of bricks, Bed of sand, gravel, Rough wall, gravel, cut, Waste dumps, Interleaved, intercommunication, Sluice gate, Drainage gates, cut, Sanitary cap, cut, Cleaning gate, Relief dump, drain, Fy steel, Coating cm., Technical specifications, Concrete f’c, Filtration rate, Plot sheet in scale:, camera of, Raw water intake, distribution, channel of, distribution, relief, camera of, Waste dump, Isolate a filter, Gates for, Treated water chamber, drain, camera of, treated water, Prefabricated slabs, Control dumps, Treated water chamber, Drainage gates, drain, camera of, spillway, plant, Leave wicks, Interleaved, Dump of, entry, Income of, camera of, distribution, Interleaved, The chambers of drainage, Interconnection channel, Leaving bar is cut, Interleaved, Interleaved, Rough wall, gravel, Interconnection camera, Of filters, Bed of sand, cut, Sedimentation outlet, camera of, Sanitary cap, distribution, camera of, raw water, treated water, Slow filter, flat, Location, date, scale, code, sheet, Plant sections structures, Chavin chincha, June

Raw text data extracted from CAD file:

0.15 0.80 0.08 0.05 0.05 0.12 0.05 0.05 0.08 0.12 0.80 0.20 0.15 0.75 0.15 4.15 0.15 0.75 0.15 4.15 0.15 0.75 0.15 2.60 0.15 2.90 0.50 1.60 0.25 1.60 0.50 2.90 0.20 2.60 0.10 0.10 0.10 0.10 0.20 2.60 0.10 0.15 0.50 0.15 0.50 0.25 0.50 0.15 0.50 0.15 0.15 0.15 0.50 1.55 0.30 0.60 0.10 1.80 .20 1.60 0.50 0.125 0.50 0.70 0.40 0.25 0.50 0.25 0.50 0.70 0.30 0.15 0.30 .10 .10 .10 0.10 0.60 0.25 0.15 0.35 0.10 0.12 0.08 0.05 0.05 0.80 0.25 5.00 1.00 0.10 0.10 0.50 0.70 0.10 0.20 0.15 0.75 0.15 5.63 0.15 0.75 0.15 0.87 0.20 0.40 0.40 0.10 1.00 0.10 0.30 0.20 0.20 0.45 0.30 0.15 0.20 0.40 0.10 0.90 2.10 0.30 0.20 0.20 0.10 0.20 4.15 0.10 0.50 0.10 0.30 0.20 0.20 0.20 0.15 0.50 0.65 0.15 0.50 0.50 0.15 0.50 0.15 3.70 0.20 0.20 5.00 0.20 0.90 0.25 0.50 0.10 1.00 0.10 0.04 0.26 0.04 0.26 0.04 0.26 0.04 0.26 0.04 0.26 0.04 0.26 0.04 0.26 0.04 1.60 6.50 5.00 6.50 6.50 AGUA TRATADA Intercalado LECHO DE ARENA PARED RUGOSA d 5/8″ @ 0.40 d 3/8″ @ 0.30 Intercalado Ø1/2″@.25 Intercalado d 1/2″ @ 0.40 Intercalado d 1/2″ @ 0.40 Ø3/8″@.20 d 1/2″ @ 0.30 Intercalado d 1/2″ @ 0.15 Dejando 1 barra se corta d 3/8″ @ 0.20 d 3/8″ @ 0.20 PREFABRICADAS LOSAS FALSO FONDO DE LADRILLOS 5 5 5 5 5 LECHO DE ARENA GRAVA 1 GRAVA 2 GRAVA 4 GRAVA 3 PARED RUGOSA GRAVA 1 GRAVA 2 GRAVA 3 GRAVA 4 5 5 5 5 5 CORTE B-B d 1/2″ @ 0.40 d 5/8″ @ 0.40 d 1/2″ @ 0.40 VERTEDEROS DE INGRESO Ø1/2″@.25 Intercalado d 5/8″ @ 0.40 d 1/2″ @ 0.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 1.40 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.20 5 5 5 INTERCOMUNICACION COMPUERTA DE COMPUERTAS DE DESAGUE CORTE C-C d 3/8″ @ 0.20 d 1/4″ @ 0.15 d 3/8″ @ 0.20 TAPA SANITARIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE D-D COMPUERTA DE LIMPIEZA VERTEDERO DE ALIVIO 90° DESAGUE 5 5 5 5 ACERO : Fy = 4200 Kg/cm2 RECUBRIMIENTO = 3 cm. ESPECIFICACIONES TECNICAS CONCRETO : F’c = 210 Kg/cm2 VELOCIDAD DE FILTRACION = 0.30 m/h. Hoja A1; Plotear en Escala: 1/25 CAMARA DE INGRESO DE AGUA CRUDA DISTRIBUCION CANAL DE DISTRIBUCION ALIVIO CAMARA DE VERTEDERO DE INGRESO AISLAR UN FILTRO COMPUERTAS PARA D B CAMARA DE AGUA TRATADA DESAGUE DESAGUE CAMARA DE AGUA TRATADA C A D LOSAS PREFABRICADAS A B VERTEDEROS DE CONTROL CAMARA DE AGUA TRATADA COMPUERTAS DE DESAGUE DESAGUE CAMARA DE ALIVIADERO C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA 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 .10 Ø3/8″@.20 Dejar mechas Intercalado d 5/8″ @ 0.40 d 3/8″ @ 0.30 VERTEDERO DE INGRESO d 1/4″ @ 0.20 d 1/4″ @ 0.20 INGRESO DE CAMARA DE DISTRIBUCION 5 5 d 1/2″ @ 0.30 Intercalado d 3/8″ @ 0.20 LAS CAMARAS DE DESAGUE CANAL DE INTERCONEXION DE Ø1/2″@.25 Dejando 1 barra se corta d 1/2″ @ 0.15 Intercalado Intercalado d 1/2″ @ 0.40 d 1/2″ @ 0.40 Intercalado d 1/2″ @ 0.20 d 1/2″ @ 0.30 d 3/8″ @ 0.20 PARED RUGOSA GRAVA 4 GRAVA 3 GRAVA 2 GRAVA 1 CAMARA DE INTERCONEXION DE FILTROS 1.40 LECHO DE ARENA 5 5 5 5 5 5 CORTE A-A d 3/8″ @ 0.25 SALIDA A SEDIMENTADOR CAMARA DE Tapa Sanitaria d 3/8″ @ 0.30 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.20 DISTRIBUCION CAMARA DE .20 AGUA CRUDA AGUA TRATADA 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 1/25 FILTRO LENTO PLANO UBICACION FECHA ESCALA CODIGO LAMINA 1/1 AP-FL-DT-1 PLANTA SECCIONES Y ESTRUCTURAS Chavin – Chincha Junio 2012