Wastewater Treatment Plant Design DWG Block for AutoCAD

Wastewater Treatment Plant Design DWG Block for AutoCAD

Simple design of a effluent treatment system

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

Npt, office, bath, reception, doctor’s office, Recovery room, in construction, N.t., Guardrail, N.t., N., Guardrail, Define on site, Of septic chamber, Pipe pvc diam, cut, No minimum, N., Pipe pvc diam, No minimum, Of septic chamber, Pvc pipe diam., Submersible pumps, Aeration chamber, Pvc pipe diam., Of dining room, Sewage collecting pumping well, Pipe pvc mm, Of dining room, Sewage collecting pumping well, Pipe pvc mm, Deposit, Place for deposit, siphon, office, bath, reception, doctor’s office, Recovery room, discontinued, office, He passed, of cement, Existing main pumping well, Daily holding tank general cleaning, General compensator, Floating separator, Aeration chamber, Secondary settler, Sewer collector, Gauge takes samples, Disinfection chamber, air, Coagulant dosing, Fats, Sediments, Recirculation of mud, air, Aerobic mud digestor, Det., final disposition, Sludge dehydrator, air, Filter filter press bands, Pumping well, Scale treatment plant

Raw text data extracted from CAD file:

NPT \A1;3.61 \A1;2.04 \A1;0.87 \A1;3.78 \A1;4.03 \A1;4.03 \A1;4.00 \A1;10.60 \A1;3.00 \A1;1.11 \A1;0.30 \A1;10.60 \A1;52.31 \A1;10.37 \A1;1.80 \A1;2.47 \A1;2.48 \A1;2.76 \A1;2.52 \A1;1.76 \A1;1.50 \A1;0.50 \A1;1.50 \A1;1.10 \A1;3.07 \A1;2.46 \A1;2.36 \A1;1.19 \A1;3.36 \A1;4.86 \A1;0.80 \A1;3.05 \A1;0.60 \A1;1.80 \A1;4.60 \A1;0.15 \A1;3.78 \A1;0.07 \A1;0.10 \A1;3.98 \A1;5.20 \A1;2.90 \A1;3.95 \A1;1.75 \A1;0.10 \A1;0.15 \A1;4.30 \A1;2.50 \A1;2.50 \A1;3.38 \A1;3.34 \A1;3.34 \A1;3.38 \A1;3.23 \A1;1.24 \A1;8.89 \A1;4.30 \A1;7.14 \A1;3.63 \A1;2.55 \A1;4.66 \A1;2.92 \A1;1.15 \A1;6.45 \A1;2.55 \A1;2.63 \A1;1.75 \A1;3.60 \A1;3.85 \A1;3.61 \A1;1.35 \A1;1.00 \A1;1.30 \A1;1.60 \A1;0.80 \A1;2.30 \A1;1.20 \A1;1.55 \A1;2.15 \A1;0.85 \A1;0.85 \A1;1.20 \A1;1.15 \A1;0.90 \A1;2.30 \A1;1.30 \A1;1.60 \A1;3.05 \A1;3.60 \A1;7.20 \A1;6.67 \A1;6.71 \A1;5.31 \A1;3.99 \A1;5.31 \A1;0.75 \A1;0.90 \A1;1.00 \A1;1.25 \A1;1.25 \A1;2.50 \A1;2.50 \A1;0.85 \A1;1.20 \A1;16.38 \A1;0.80 \A1;5.39 \A1;1.90 \A1;2.00 \A1;0.15 \A1;1.10 \A1;9.40 \A1;5.20 \A1;1.18 \A1;3.75 \A1;2.95 \A1;2.50 \A1;1.15 \A1;1.60 \A1;4.05 \A1;9.70 -58.70626515503012 oficina baño recepcion consultorio medico sala recuperacion -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 h: 2.75 -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 -58.70626515503012 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 \A1;0.20 \A1;0.20 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 14 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 +0.25 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 -69.0288530557126 \A1;3.47 \A1;2.00 \A1;3.45 \A1;5.39 \A1;0.90 \A1;1.20 \A1;0.90 \A1;1.20 \A1;1.06 \A1;1.20 \A1;7.20 \A1;15.70 \A1;1.00 \A1;2.90 \A1;2.90 \A1;5.90 \A1;7.00 \A1;2.30 \A1;5.89 \A1;1.10 \A1;3.08 \A1;5.92 \A1;4.33 \A1;5.92 \A1;2.98 \A1;2.98 \A1;5.90 \A1;0.90 \A1;0.90 \A1;1.35 \A1;1.20 \A1;5.90 \A1;2.25 \A1;0.30 \A1;0.15 \A1;1.60 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 5 6 4 3 2 1 8 7 6 5 4 3 2 1 -17.10756786324158 -17.10756786324157 -17.10756786324158 -17.10756786324157 -17.10756786324158 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 -17.10756786324157 h: 3.80 -17.10756786324157 -17.10756786324157 -17.10756786324157 \A1;10.20 \A1;17.00 \A1;3.85 \A1;12.85 \A1;6.69 \A1;1.47 \A1;1.16 \A1;0.90 \A1;1.23 \A1;1.90 \A1;1.90 \A1;2.00 \A1;3.15 \A1;0.30 \A1;1.30 \A1;1.30 \A1;0.90 \A1;0.90 \A1;0.85 \A1;0.90 \A1;0.90 \A1;1.40 \A1;0.90 \A1;0.90 \A1;1.20 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.96 \A1;2.73 \A1;1.11 \A1;3.48 \A1;3.85 \A1;7.94 \A1;3.00 \A1;4.00 \A1;1.11 \A1;2.36 \A1;0.15 \A1;0.15 12 9 9 9 9 \A1;1.15 22 12 12 12 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.15 \A1;1.30 \A1;1.90 \A1;1.23 \A1;2.40 \A1;1.30 \A1;2.40 \A1;1.30 \A1;3.75 \A1;3.50 \A1;7.75 \A1;2.00 \A1;1.15 \A1;2.05 \A1;0.95 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.90 \A1;1.30 \A1;1.70 \A1;0.20 \A1;1.95 \A1;DEFINIR EN OBRA \A1;DEFINIR EN OBRA \A1;DEFINIR EN OBRA \A1;1.95 \A1;0.60 \A1;1.00 \A1;0.50 \A1;0.30 \A1;1.30 \A1;1.00 \A1;0.50 N.T. = 0.00 BARANDA DE PROTECCION N.T. = 0.00 N.L.Máximo BARANDA DE PROTECCION DEFINIR EN OBRA DEFINIR EN OBRA DEFINIR EN OBRA DE CAMARA SEPTICA CAÑO PVC DIAM 0.150m CORTE "A - A" CORTE "B - B" 1.949644000864744 N.L.Mínimo N.L.Máximo 0.6022913091101145 1.0 5 CAÑO PVC DIAM 200mm 0.2999999999999829 1.29999999999994 N.L.Mínimo 5 5 1.303054171743597 1.695106395452626 5 1.951569192028721 DE CAMARA SEPTICA CAÑO PVC DIAM. 200mm. ELECTROBOMBAS SUMERGIBLES A CAMARA DE AERACION CAÑO PVC DIAM. 0.05m A A B B \A1;2.00 \A1;0.75 \A1;1.50 \A1;0.20 \A1;0.20 9.264074557282129 9.264074557282129 9.264074557282129 DE COMEDOR A POZO DE BOMBEO A COLECTORA CLOACAL 9.264074557282129 9.264074557282129 CAÑO PVC 150 mm CAÑO PVC 150 mm \A1;1.20 \A1;1.40 20.17193618454621 20.17193618454621 18 18 10 21 18 17 7 \A1;2.00 \A1;0.75 \A1;1.50 \A1;0.20 \A1;0.20 9.264075352138661 9.264075352138661 9.264075352138661 DE COMEDOR A POZO DE BOMBEO A COLECTORA CLOACAL 9.264075352138661 9.264075352138661 CAÑO PVC 150 mm CAÑO PVC 150 mm DEPOSITO DEPOSITO DEPOSITO LOCAL PARA DEPOSITO \W1;PLM.CS SIFON CPPN.0.060 oficina baño recepcion consultorio medico sala recuperacion h: 2.75 \A1;1.68 \A1;3.30 \A1;3.30 \A1;3.16 \A1;1.68 16.00209151274271 16.00209151274271 16.00209151274271 16.00209151274271 16.00209151274271 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 14 \W1;CPPN.0.019 SUSPENDIDO OFICINA OFICINA OFICINA OFICINA OFICINA PASO \W1;3 \W1;2 \W1;CLLHF 0.100 \W1;10 \W1;CLLHF 0.100 \W1;1 \W1;CDVHF 0.100 \W1;CHG.0.050 \W1;CHG.0.019 \A1;5.90 \A1;1.50 \A1;3.48 \A1;2.20 \A1;1.50 \A1;3.70 -24.50855806648087 -24.50855806648087 -24.50855806648087 -24.50855806648087 -24.50855806648087 -24.50855806648087 \W1;V. \W1;6 T. \W1;CAÑERÍA DE CEMENTO d 0.15m POZO DE BOMBEO PRINCIPAL EXISTENTE (PBP) TANQUE DE RETENCION DIA LIMPIEZA GENERAL (TRLG) COMPENSADOR GENERAL (CG) SEPARADOR DE FLOTANTES (DAF) CAMARA DE AERACION (CA) SEDIMENTADOR SECUNDARIO (SS) A COLECTORA CLOACAL \H1.333x;CAMARA DE AFORO Y TOMA MUESTRAS (CA y TM) CAMARA DE DESINFECCION (CD) AIRE (AIR) AIRE (AIR) DOSIFICACION DE COAGULANTE GRASAS SEDIMENTOS RECIRCULACION DE BARROS AIRE (AIR) DIGESTOR AEROBICO DE BARROS DET. D1 A DISPOSICION FINAL DESHIDRATADOR DE BARROS AIRE (AIR) FILTRO DE BANDAS O FILTRO PRENSA POZO DE BOMBEO \W0.95;\LESQUEMA DE PLANTA DE TRATAMIENTO \H0.64x;\lSIN ESCALA A B

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, Design, DWG, effluent, kläranlage, plant, Simple, system, treatment, treatment plant, wastewater