Settler DWG Block for AutoCAD

Structural system of secundary settler

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

plant, Maintenance gateway, Support wheel verted baffles., Interior baffle, Bottom sweeper, Discharge hopper, Central turning system, Superficial sweeper, description, Pos, Channel background, note:, The dimensions are given in, Except the diameters of which they are, Given in inches., Plane must be read together, With the plane, Sanjon, cut, N.a. max., Excavation limit, Finished ground, Common filler, Hydraulic filling, Finished ground, Polyethylene coating, lime., Woven geotextile, Similar pavo, Drilled pipe, Drilled pipe, gearmotor, Speed ​​r.p.m, Hp power, dump, pending, Current land, Sanjon, cut, N.a. max., Excavation limit, Finished ground, Common filler, Hydraulic filling, Finished ground, Polyethylene coating, lime., Woven geotextile, Similar pavo, Drilled pipe, Drilled pipe, dump, pending, Current land, Drilled pipe, Hydraulic filling, gearmotor, Speed ​​r.p.m, Hp power, cut, N.a. max., Excavation limit, Hydraulic filling, Polyethylene coating, lime., Woven geotextile, Similar pavo, Drilled pipe, Drilled pipe, control valve, Of foams, Collection box, Of foams, Effluent box, Clarified, Collection box, Of foams, Discharge hopper, Of foams, Approved:, revised:, Secondary settling plant, United to build territory, flat:, June date, He drew j.c., Design plant wastewater treatment municipality of el rosal, Waste environment s.a. Arema, Regional autonomous corporation of cundinamarca, archive

Raw text data extracted from CAD file:

\A1;17.00 \A1;19.00 \A1;0.80 \A1;1.52 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;1.89 \A1;0.20 \A1;0.70 \A1;2.20 \A1;0.30 \A1;3.43 \A1;1.39 \A1;0.81 \A1;0.80 \A1;17.00 \A1;19.00 \A1;2.00 \A1;1.56 \A1;1.00 \A1;0.30 \A1;16.00 \A1;0.25 \A1;1.50 \A1;0.40 \A1;0.70 \A1;0.30 \A1;3.43 \A1;1.26 \A1;8.00 \A1;0.25 \A1;0.32 \A1;0.25 \A1;2.40 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.30 \A1;0.60 \A1;16.00 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.30 \A1;2.40 \A1;0.80 \A1;0.81 \A1;1.39 \A1;3.43 \A1;0.30 \A1;0.70 \A1;0.20 \A1;1.89 \A1;0.30 \A1;0.30 \A1;1.00 \A1; PLANTA 0.0 1 7 2 5 4 1 3 6 1 4 PASARELA DE MANTENIMIENTO RUEDA DE TRACCION, SOPORTE BAFLES Y VERTED. 6 1 5 3 2 4 7 BAFLE INTERIOR BARREDOR INFERIOR TOLVA DE DESCARGA SISTEMA DE GIRO CENTRAL BARREDOR SUPERFICIAL DESCRIPCION POS 0.0 5 m. 4 3 2 1 0 E S C A L A 1 : 50 FONDO CANAL NOTA: -Todas las dimensiones están dadas en metros, excepto los diametros de tubería, que están dados en pulgadas. -Este plano debe ser leido conjuntamente con el plano S2. SANJON CORTE 1-1 2568.43 N.A.max. 2567.50 59.42059982533101 59.42059982533101 LÍMITE DE EXCAVACIÓN 2567.62 TERRENO TERMINADO RELLENO COMUN RELLENO HIDRÁULICO RELLENO HIDRÁULICO 59.42059982533101 59.42059982533101 1 1 TERRENO TERMINADO 59.42059982533101 59.42059982533101 59.42059982533101 d10″ 2569.01 2565.43 2568.43 2565.13 2564.88 CAPA DE POLIETILENO CAL. 4 GEOTEXTIL TEJIDO 2400 PAVCO O SIMILAR TUBERÍA PERFORADA d4″ 2563.48 2563.23 TUBERÍA PERFORADA d4″ 59.42059982533101 45.95218392426614 59.42059982533101 59.42059982533101 59.42059982533101 59.42059982533101 59.42059982533101 59.42059982533101 59.42059982533101 MOTOREDUCTOR VELOCIDAD = 4 R.P.M POTENCIA = 2.4 HP a 1.8kW 1 6 2 3 3 59.42059982533101 59.42059982533101 d10″ 59.42059982533101 59.42059982533101 59.42059982533101 59.42059982533101 1 1 VERTEDERO 2569.08 Pendiente 5% 5 TERRENO ACTUAL TERRENO ACTUAL SANJON CORTE A-A 2568.43 N.A.max. 2567.50 LÍMITE DE EXCAVACIÓN 2567.62 TERRENO TERMINADO RELLENO COMUN RELLENO HIDRÁULICO 0.30 1 1 TERRENO TERMINADO d250mm 2569.01 2565.43 2568.43 2565.13 2564.88 CAPA DE POLIETILENO CAL. 4 GEOTEXTIL TEJIDO 2400 PAVCO O SIMILAR TUBERÍA PERFORADA d4″ 2563.48 2563.23 TUBERÍA PERFORADA d4″ 5 5 5 5 5 5 5 5 1 6 2 1 1 VERTEDERO 2569.08 Pendiente 5% TERRENO ACTUAL TERRENO ACTUAL 2.40 5 5 TUBERÍA PERFORADA d4″ 5 5 RELLENO HIDRÁULICO 5 5 MOTOREDUCTOR VELOCIDAD = 4 R.P.M POTENCIA = 2.4 HP a 1.8kW 5 5 1.289047982310876 7 2 5 1 3 6 A A 5 5 CORTE C – C 2568.43 N.A.max. LÍMITE DE EXCAVACIÓN 2567.62 RELLENO HIDRÁULICO 1.840141414664686 d10″ 2569.01 2565.43 2568.43 2565.13 CAPA DE POLIETILENO CAL. 4 GEOTEXTIL TEJIDO 2400 PAVCO O SIMILAR TUBERÍA PERFORADA d4″ 2569.01 2568.51 2565.08 2564.18 2563.48 2563.23 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 1.840141414664686 2564.88 TUBERÍA PERFORADA d4″ 1.840141414664686 VÁLVULA DE CONTROL DE ESPUMAS CAJA DE RECOLECCION DE ESPUMAS 5 5 d200mm CAJA DEL EFLUENTE CLARIFICADO C C CAJA DE RECOLECCION DE ESPUMAS TOLVA DE DESCARGA DE ESPUMAS APROBÓ: REVISÓ: SEDIMENTADOR SECUNDARIO PLANTA Y CORTES Unidos para construir territorio PLANO: S1 FECHA : JUNIO DE 2002 DIBUJÓ : J.C.C. DISEÑO PLANTA TRATAMIENTO DE AGUAS RESIDUALES MUNICIPIO DE EL ROSAL AGUA, RESIDUOS Y MEDIO AMBIENTE S.A. – AREMA S U B D I R E C C I Ó N D E O P E R A C I O N E S CORPORACIÓN AUTÓNOMA REGIONAL DE CUNDINAMARCA ARCHIVO : S1-SEDI.dwg