Primary Treatment Waste Waters : Imhoff Tank DWG Block for AutoCAD

Primary Treatment Waste Waters : Imhoff Tank DWG Block for AutoCAD

PRIMARY TREATMENT WASTE WATERS : Imhoff TANK

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

Cut esc., Fluid level, Transverse wall, Extractor hood, Sluice gate, Pvc slurry extraction pipe, Yee sanitary pvc elbow pvc, Ventilation pipe pvc cleaning, Sediment chamber, Free edge, Digestion chamber, Sale tub. Pvc slurry extraction, Opening in the center of the tank for inter-chamber communication, Maximum level of sludge, groove, Overlap m., Ventilation vent, M.s.n.m., Cut esc., Iron technics cm. minimum. Formwork with good quality eucalyptus wood. Drainage pipe u.f. Pvc ntp iso series drain fittings u.f. Pvc ntp iso series valves lightweight bronze gate. Interior trimming cm. With polished finish. Bed support material compacted., Plant esc., Plant esc., Transverse wall, Key comp., Goes to the drying bed, Sale tub. Pvc slurry extraction, Goes to the drying bed, Ventilation pipe pvc cleaning, Sale tub. Pvc liquid evacuation, Arrives pvc drain manifold, Pvc sanitary tee, Pvc sanitary tee, its T, column, unscaled, its T, sill, unscaled, Cm. in both ways, Cm.

Raw text data extracted from CAD file:

2.17 0.25 2.17 0.60 0.60 0.40 0.40 1.00 4.59 0.20 1.130 0.10 2.19 0.10 1.130 0.20 5.05 1.55 0.20 0.50 1.10 2.05 0.60 0.25 0.20 0.50 3.75 1.31 5.40 6.59 2.20 1.00 1.07 2.20 0.25 2.20 0.80 0.80 0.20 5.05 0.20 1.130 0.10 2.19 0.10 1.130 0.20 5.05 1.26 1.26 1.26 0.20 0.20 4.38 1.11 6.65 4.05 4.05 0.20 3.95 0.20 3.95 0.20 8.50 0.20 1.130 0.10 2.19 0.10 1.130 0.20 5.05 1.55 4.05 4.05 0.20 3.95 0.20 3.95 0.20 8.50 0.75 0.25 0.35 0.35 0.20 1.130 0.10 2.19 0.10 1.130 0.20 5.05 1.13 1.13 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 CORTE B - B Esc. 1 : 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Nivel de líquido Muro Transversal 5 Campana de extracción Llave compuerta Ø 8" Tubería de extracción de lodos PVC - Ø 8" Yee sanitaria PVC - Ø 8" Codo H-M 30° PVC - Ø 8" Tubería de ventilación y limpieza PVC - Ø 8" CAMARA DE SEDIMENTACION BORDE LIBRE CAMARA DE DIGESTION Sale Tub. extracción de lodos PVC - Ø 8" 60° 30° Abertura en el centro del tanque para comunicación entre cámaras Nivel máximo de lodos 5 Ranura Traslape 0.20 m. RESPIRADERO Y VENTILACION (Acumulación de natas) 5 5 5 5 5 5 5 5 5 5 5 Cota + 1405 m.s.n.m. Cota + 1405 m.s.n.m. 5 5 5 CORTE B - B Esc. 1 : 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LESPECIFICACIONES TECNICAS \lConcreto f'c= 175 Kg/cm2. Fierro fy= 4200 Kg/cm2. r.e.e.= 5.0 cm. mínimo. Encofrados con madera eucalipto de buena calidad. Tubería de Desagüe U.F. PVC - NTP ISO 4435-1. Serie 20. Accesorios de Desagüe U.F. PVC - NTP ISO 4435-2. Serie 20. Válvulas compuerta livianas bronce. Õ= 1.75 Kg/cm2. Tarrajeos interiores e= 2 cm. con C:A= 1:2 + impermeabilizante, acabado pulido. Cama de apoyo e= 4" c/ material de afirmado compactado. A A B PLANTA Esc. 1 : 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B B PLANTA Esc. 1 : 50 5 Muro Transversal 5 5 5 5 5 5 5 5 Llave comp. Ø 8" Llave comp. Ø 8" Va al lecho de secado Sale Tub. extracción de lodos PVC - Ø 8" Sale Tub. extracción de lodos PVC - Ø 8" Va al lecho de secado Tubería de ventilación y limpieza PVC - Ø 8" Tubería de ventilación y limpieza PVC - Ø 8" 5 5 Sale Tub. evacuación de líquidos PVC - Ø 6" Llega Colector Desagüe PVC - Ø 6" Tee Sanitaria PVC - Ø 6" 5 Tee Sanitaria PVC - Ø 6" 5 5 5 5 5 5 5 5 5 5 5 0.20 0.20 4No 3 + EST No 2 @ 0.15 COLUMNA C-1 SIN ESCALA 0.20 0.20 4No 3 + EST No 2 @ 0.15 SOLERA S-1 SIN ESCALA Ø 3/8" @ 15.0 cm. en ambos sentidos Ø 3/8" @ 15.0 cm. en ambos sentidos Ø 3/8" @ 15.0 cm. Ø 3/8" @ 15.0 cm. Ø 3/8" @ 15.0 cm. 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, drainage, DWG, imhoff, kläranlage, primary, tank, treatment, treatment plant, waste, waters