Wastewater Treatment Separator DWG Block for AutoCAD

hydraulic structure used to perform the separation of the solids from the water.

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

feathers, Half sheet, scale, Longitudinal cut, Maximum water level, Steering wheel, tower, scale, plant, Shredder, Details, municipality, Det., design:, mayor:, draft:, Contains:, Vo.bo, location:, I digitize:, version:, observations:, owner:, scale:, date:, archive:, from:, flat:, Of the bocatoma, P.v.c., Pen., Maximum water level, Treatment leaves, P.v.c., Pen., Maximum water level, Entrance camera detail, Cross-section b ‘, Pen., Side flap, Of the bocatoma, P.v.c., Treatment leaves, P.v.c., drain, Gress pipe., Pvc pipe excess

Raw text data extracted from CAD file:

\A1;.15 \A1;.50 \A1;.20 \A1;1.50 \A1;.10 \A1;.10 \A1;.30 \A1;.20 \A1;.35 \A1;.15 \A1;.20 \A1;1.50 \A1;.20 \A1;.50 \A1;.10 \A1;.90 \A1;.80 \A1;.15 \A1;.15 \A1;.80 \A1;.15 \A1;.15 \A1;.50 \A1;.20 \A1;1.50 \A1;3.30 \A1;.85 \A1;.15 \A1;.22 \A1;.95 \A1;2.08 \A1;2.20 \A1;1.60 \A1;.70 \A1;.15 \A1;1.45 \A1;.20 \A1;.30 \A1;.20 \A1;2.00 \A1;4.00 \A1;.20 \A1;.30 \A1;.20 \A1;.95 \A1;1.90 \A1;.20 \A1;.90 \A1;.60 \A1;.20 \A1;.50 \A1;.70 \A1;.10 \A1;.50 \A1;.20 \A1;.20 \A1;1.50 \A1;.20 \A1;2.40 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;.60 \A1;3.30 2 .50 7 PLUMAS 3 .25 7 .20 4 7 .90 7 5 7 .40 7 9 .15 7 8 .05 7 .20 6 7 MEDIO PLIEGO 1 _ 25 C /U ESCALA 1 : 25 CORTE LONGITUDINAL A -A’ NIVEL MAXIMO DE AGUA RUEDA DE MANEJO Y TORRE ESCALA 1 : 25 PLANTA 1____25 DESARENADOR DETALLES MUNICIPIO (Planta y Corte) DETALLE3.DWG Det. Diseñó: Alcalde: Proyecto: Contiene: Vo.Bo.: Localización: Digitalizo: Versión: Observaciones: Propietario: Escala: Fecha: Archivo: De: Plano: d 3/8″ c/0.17m d 1/2″c/0.15m DE LA BOCATOMA P.V.C. d 4″ d 1/2″ c/0.15m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PEN. 5% PEN. 2.5% PEN. 6.6% B B’ A A’ NIVEL MAXIMO DE AGUA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALE A TRATAMIENTO P.V.C. d 4″ 5 5 5 5 5 5 5 5 d 4″ 5 5 5 5 5 5 5 d 6″ 5 PEN. 6.6% NIVEL MAXIMO DE AGUA DETALLE CAMARA DE ENTRADA CORTE TRANSVERSAL B – B’ PEN. 5% PEN. 2.5% COMPUERTA LATERAL HF d 6″ 5 d 3/8″ c/0.15m d 1/2″ c/0.15m d 3/8″ c/0.17m d 1/2″ c/0.20m d 1/2″ c/0.15m d 3/8″ c/0.15m d 1/2″ c/0.15m d 1/2″c/0.15m d 3/8″c/0.15m \A1;.10 DE LA BOCATOMA P.V.C. d 4″ SALE A TRATAMIENTO P.V.C. d 4″ DESAGUE TUBERIA GRESS. d 6″ \A1;.10 5 \A1;.10 5 5 5 EXCESOS TUBERIA PVC d 4″ \A1;2.30