Secondary Decanter DWG Detail for AutoCAD

Plane detail of secondary decanter from an E.D.A.R.

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

Fluted plate, mass, Solid concrete, Cement for training, Mortar, dependent, section, scale:, Mm for electric cable, With steel mm guide, Pipe p.v.c. corrugated, cleaning concrete, entry, of water, mass, Solid concrete, Cement for training, Mortar, dependent, section, scale:, purge, Of sludge, cleaning concrete, view by, N.v.o.c., purge, Of floating, section, scale:, detail, scale:, mortar, Overgrown, scale:, view by, Of depth, Number of dimmersiones, Confirm by teams, Cashier, P.v.c. corrugated, With steel mm guide, Mm for electric cable, section, scale:, Pillars of, section, scale:, detail, pipeline, feeding, With steel mm guide, Mm for electric cable, P.v.c. corrugated, Of depth, Cashier, Number of dimmersiones, Confirm by teams, section, scale:, departure, of water, Drills for, Tie the ferralla, Stainless steel bushes, In civil works, Fixation type detail, Sheet metal, Watertightness, Porespan, Thickness mm., Watertightness, Sheet metal, Formwork, Of floating, purge, Pte., of water, departure, Of sludge, purge, Of sludge, purge, of water, departure, entry, of water, entry, of water, plant, scale:, Of floating, purge, Pte., Pte., Pumping of sludge

Raw text data extracted from CAD file:

\A1;\U+22058.00 \A1;d8.60 \A1;d9.20 \A1;d9.80 \A1;0.50 \A1;12.40 \A1;R2.00 \A1;R0.80 \A1;45° \A1;25° \A1;45° \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.8° \A1;2.8° \A1;0.35 \A1;0.90 \A1;0.20 \A1;0.35 \A1;0.90 \A1;0.23 \A1;0.55 \A1;0.20 \A1;0.15 \A1;0.90 \A1;0.35 \A1;0.35 \A1;0.20 \A1;0.30 \A1;= \A1;= \A1;0.05 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.015 \A1;0.015 \A1;0.90 \A1;0.15 \A1;0.80 \A1;1.00 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.80 \A1;1.00 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;1.00 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.35 \A1;0.20 \A1;0.35 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.35 \A1;0.25 \A1;0.95 \A1;0.30 \A1;4.00 \A1;0.70 \A1;0.55 \A1;0.20 \A1;0.70 \A1;3.45 \A1;0.40 \A1;0.35 \A1;0.25 \A1;0.30 \A1;0.30 \A1;3.30 \A1;0.70 \A1;R0.05 \A1;0.20 \A1;0.35 \A1;R0.30 \A1;90° \A1;45° \A1;30° \A1;45° \A1;60° \A1;0.30 \A1;30° \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.35 \A1;0.20 \A1;0.35 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.35 \A1;0.25 \A1;0.95 \A1;0.30 \A1;d8.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;4.00 \A1;4.00 \A1;0.70 \A1;0.55 \A1;0.20 \A1;0.70 \A1;3.45 \A1;0.20 \A1;25° N.T.244.00 240.50 244.50 5 5 5 5 5 5 5 5 5 5 5 5 5 10 1 d<> 5 5 5 5 5 5 N.V.O.C.243.95 N.V.O.C.243.95 N.L.244.023 N.L.244.023 5 5 5 239.00 5 5 5 CHAPA ESTRIADA 5 N.T.244.00 5 5 5 5 EN MASA HM-20 MACIZADO DE HORMIGON CEMENTO PARA FORMACION RECRECIDO DE MORTERO DE DE PENDIENTE 244.50 SECCION A-A ESCALA: 1/50 d90 mm PARA CABLE ELECTRICO CON GUIA DE 3 mm DE ACERO 2 TUBERIA P.V.C. CORRUGADO 0.10 HORMIGON DE LIMPIEZA d200 ENTRADA DE AGUA N.T.244.00 240.50 244.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.V.O.C.243.95 N.L.244.023 5 5 5 239.30 5 5 EN MASA HM-20 MACIZADO DE HORMIGON CEMENTO PARA FORMACION RECRECIDO DE MORTERO DE DE PENDIENTE SECCION B-B ESCALA: 1/50 d150 PURGA DE FANGOS 5 10 1 0.10 HORMIGON DE LIMPIEZA VISTA POR -Z- N.T.244.00 240.50 244.50 5 5 5 5 N.V.O.C. 243.95 243.20 d80 PURGA DE FLOTANTES 5 5 N.L.243.806 N.L.243.806 N.L.243.806 SECCION C-C ESCALA: 1/50 R0.05 0.20 0.35 DETALLE -W- ESCALA: 1/10 MORTERO RECRECIDO DE R0.30 ESCALA: 1/25 VISTA POR -Z- 5 5 DE PROFUNDIDAD Nº DE CAJERAS Y DIMEMSIONES A CONFIRMAR POR EQUIPOS CAJERAS 0.07 x 0.23m 5 5 5 0.30 5 0.10 X X 2 TUBERIAS P.V.C. CORRUGADO CON GUIA DE 3 mm DE ACERO d90 mm PARA CABLE ELECTRICO 5 SECCION Y-Y ESCALA: 1/25 5 5 5 PILARES DE d0.30 X X 5 SECCION X-X ESCALA: 1/25 5 5 5 5 DETALLE -W- Y Y 5 5 TUBERIA d200 ALIMENTACION 5 5 5 = CON GUIA DE 3 mm DE ACERO d90 mm PARA CABLE ELECTRICO 2 TUBERIAS P.V.C. CORRUGADO = DE PROFUNDIDAD CAJERAS 0.07 x 0.23m Nº DE CAJERAS Y DIMEMSIONES A CONFIRMAR POR EQUIPOS 5 5 SECCION D-D ESCALA: 1/25 d200 SALIDA DE AGUA 5 5 5 242.95 243.700 0.015 0.015 TALADROS d 8 PARA ATAR A LA FERRALLA PASAMUROS DE ACERO INOXIDABLE EN OBRA CIVIL DETALLE TIPO FIJACION S/E CHAPA DE ESTANQUEIDAD PORESPAN ESPESOR 20 mm. ESTANQUEIDAD CHAPA DE ENCOFRADO 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 DE FLOTANTES d80 PURGA C C Pte. 0.5% Pte. 0.5% Pte. 0.5% DE AGUA d200 SALIDA A B B DE FANGOS d150 PURGA DE FANGOS d150 PURGA DE AGUA d200 SALIDA d200 ENTRADA DE AGUA d200 ENTRADA DE AGUA PLANTA ESCALA: 1/75 5 d8.60 d9.20 d9.80 5 DE FLOTANTES d80 PURGA Pte. 0.5% 5 N.S.243.769 N.S.243.769 N.S.243.769 R2.00 R0.80 Pte. 0.5% Pte. 0.5% 5 5 5 5 5 5 5 5 5 5 5 BOMBEO DE FANGOS