Compact Plant Treatment Of Domestic Wastewater DWG Block for AutoCAD

REACTORS; It was SLUDGE DRYING; FOURTH OF PUMPS; OFFICE;etc.

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

Wht, Ellisse petite pedestal lavatory, Stone ball, Debris, Replantillo, Plinth, Wall h.c., Chain, Natural soil, Foundation level, Level of excavation, Corrugated, Foundation detail, Scale, Detail of perimeter chain wall, Scale, Sense, Plinto tipo, Scale, Sense, Type column, Scale, Corrugated, Sense, Scale, Sbr of reactors, Architectural plant, Reactor, It was drying sludge, Office, Quarter of spare tools, To the river, Go up, Sludge digester tank, Purified water tank, Go up, Go up, Scale, Sbr of reactors, Architectural plant, Reactor, It was drying sludge, Office, Quarter of spare tools, To the river, Go up, Sludge digester tank, Purified water tank, Go up, Go up, Drain pumping station, Sludge digester tank, It was drying sludge, Office, Air supply line, Sludge pumping line towards drying era, Scale, Sbr of reactors, Cut, Impulsion for irrigation, Purified water tank, Reactor, Scale, Sbr of reactors, Cut, Quarter of spare tools, Scale, Sbr of reactors, Cut

Raw text data extracted from CAD file:

WHT Ellisse Petite Pedestal Lavatory 0078.025 TV M \A1;0,75 \A1;0,60 \A1;0,08 \A1;0,25 \A1;0,50 \A1;0,15 \A1;0,05 \A1;0,08 \A1;0,30 \A1;0,30 \A1;0.20 \A1;0,15 \A1;0,25 \A1;0,50 \A1;0,60 \A1;0,15 \A1;0,15 \A1;0,60 PIEDRA BOLA RIPIO REPLANTILLO PLINTO MURO H.C. CADENA SUELO NATURAL N=+/- 0,00 NIVEL DE CIMENTACIÓN N=+ 0,13 N=- 0,30 NIVEL DE EXCAVACIÓN 0.75 5 E d 6mm. corrugado @15cm. 6 d 10mm. E d 6mm.@ 15cm. 4 d 10mm. DETALLE DE CIMENTACIÓN ESCALA 1 : 15 0.0799999999999272 0.25 0.5 0.1500000000000909 0.0499999999999545 0.0799999999999272 0.3000000000001819 0.3000000000001819 4 d 10mm. 5 DETALLE DE MURO PERIMETRAL Y CADENA ESCALA 1 : 15 0.1500000000000909 0.2499999999997726 0.5000000000002274 4 d 10mm. E d 6mm.@ 15cm. 0.599999999999909 5 d 10mm. sentido X PLINTO TIPO (P1) ESCALA 1 : 15 Sentido x Sentido y COLUMNA TIPO ESCALA 1 : 15 4 d 10mm. 0,15 5 E d 6mm. corrugado @15cm. 5 d 10mm. sentido Y 0.599999999999909 \A1;2,50 \A1;4,00 \A1;1,60 \A1;4,80 \A1;12,60 \A1;1,00 \A1;1,10 \A1;1,00 \A1;1,00 \A1;3,40 \A1;3,60 \A1;3,50 \A1;1,10 \A1;2,30 \A1;2,30 \A1;2,00 \A1;11,40 \A1;9,40 \A1;1,10 \A1;1,10 \A1;1,00 \A1;1,00 \A1;2,50 \A1;4,00 \A1;1,60 \A1;4,80 \A1;12,60 \A1;1,00 \A1;1,10 \A1;1,00 \A1;1,00 \A1;3,40 \A1;3,60 \A1;3,50 \A1;1,10 \A1;2,30 \A1;2,30 \A1;0,00 \A1;11,40 \A1;9,40 \A1;1,10 \A1;1,10 \A1;0,13 \A1;1,85 \A1;1,40 \A1;1,00 \A1;2,20 \A1;4,54 \A1;3,55 \A1;0,90 \A1;3,85 \A1;4,40 \A1;4,55 \A1;20,00 \A1;0,10 \A1;1,75 \A1;0,10 \A1;1,10 \A1;0,10 \A1;1,10 \A1;0,10 \A1;1,75 \A1;0,10 \A1;6,20 \A1;0,05 \A1;6,10 \A1;0,05 \A1;0,10 \A1;1,90 \A1;0,10 \A1;1,00 \A1;0,10 \A1;8,10 \A1;0,10 \A1;3,00 \A1;0,10 \A1;3,00 \A1;0,10 \A1;1,00 \A1;1,00 \A1;0,83 \A1;1,50 \A1;1,55 \A1;1,50 \A1;0,83 \A1;0,10 \A1;1,00 \A1;2,60 \A1;2,00 \A1;1,10 \A1;2,00 \A1;2,60 \A1;0,85 \A1;1,50 \A1;3,95 \A1;0,10 \A1;1,00 \A1;2,60 \A1;2,00 \A1;1,10 \A1;2,00 \A1;0,60 \A1;0,90 \A1;1,00 \A1;0,10 \A1;0,10 \A1;1,00 \A1;2,10 \A1;1,00 \A1;0,40 \A1;1,20 \A1;0,50 \A1;1,00 \A1;0,10 \A1;1,20 \A1;0,10 \A1;4,70 \A1;0,10 \A1;1,00 \A1;1,00 \A1;1,00 \A1;0,40 \A1;0,60 \A1;2,00 \A1;1,50 \A1;1,70 \A1;1,00 \A1;0,90 \A1;1,75 \A1;0,75 \A1;1,75 \A1;0,90 \A1;0,05 \A1;3,10 \A1;3,10 \A1;3,10 \A1;2,00 \A1;3,10 \A1;3,10 \A1;0,05 \A1;17,60 \A1;3.48 \A1;1,50 \A1;0,90 \A1;17,60 \A1;20,00 \A1;8,20 \A1;19,60 \A1;5,95 \A1;17,65 \A1;7,00 \A1;11,40 \A1;2,46 \A1;1,10 \A1;2,20 3,4 0,6 3,6 1,5 1,4 0,4 0,8 \A1;1,50 A A’ N. = +19.00 5 \A1;0,90 ESCALA 1 : 50 SBR DE 2 REACTORES PLANTA ARQUITECTÒNICA REACTOR # 1 REACTOR # 2 ERA DE SECADO DE LODOS OFICINA CUARTO DE CONTROL, COMPRESOR, HERRAMIENTAS Y REPUESTOS AL RÍO 1.00 2.00 1.00 2.00 N. = +16.85 N. = +17.05 N. = +15.85 N. = +16.85 N. = +15.18 N. = +15.18 N. = +16.85 N. = +17.18 N. = +15.85 SUBE TANQUE DIGESTOR DE LODOS TANQUE DE AGUA DEPURADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE 5 SUBE 5 5 A A’ B B’ C C’ ESCALA 1 : 50 SBR DE 2 REACTORES PLANTA ARQUITECTÒNICA REACTOR # 1 REACTOR # 2 ERA DE SECADO DE LODOS OFICINA CUARTO DE CONTROL, COMPRESOR, HERRAMIENTAS Y REPUESTOS AL RÍO 1.00 2.00 1.00 2.00 N. = +16.85 N. = +17.05 N. = +15.85 N. = +16.85 N. = +15.18 N. = +15.18 N. = +16.85 N. = +17.18 N. = +15.85 SUBE TANQUE DIGESTOR DE LODOS TANQUE DE AGUA DEPURADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE 5 SUBE 5 5 A A’ B B’ C C’ DRENAJE A ESTACIÓN DE BOMBEO TANQUE DIGESTOR DE LODOS N. = +15.85 N. = +16.15 N. = +16.85 N. = +17.15 N. = +17.05 N. = +17.05 N. = +15.85 ERA DE SECADO DE LODOS OFICINA LÍNEA DE SUMINISTRO DE AIRE LÍNEA DE BOMBEO DE LODOS HACIA ÉRA DE SECADO ESCALA 1 : 50 SBR DE 2 REACTORES CORTE B-B’ IIMPULSIÓN PARA RIEGO TANQUE DE AGUA DEPURADA N. = +15.85 N. = +16.15 N. = +16.85 N. = +17.18 N. = +17.05 N. = +15.85 REACTOR #1 ESCALA 1 : 50 SBR DE 2 REACTORES CORTE B-B’ CUARTO DE CONTROL, COMPRESOR, HERRAMIENTAS Y REPUESTOS 1 1 1 1 1 1 1 1 N. = +15.18 N. = +14.35 N. = +14.30 N. = +15.85 1 1 N. = +16.85 1 1 N. = +17.15 ESCALA 1 : 50 SBR DE 2 REACTORES CORTE C-C’