Imhoff Tank DWG Block for AutoCAD

Imhoff Tank DWG Block for AutoCAD

Imhoff tank – Treatment plant

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

stone, Sole with mortar, Distribution channel, scale:, cut, stone, See entry detail, Wastewater reuse effluent, cut, scale:, Technical specifications, After hours afterwards with a mixture of thick polished finish., The inner surfaces of walls of the bottom slabs will be sanded with cement sand of thick striped finish., Sole, Concrete in general, In both will be used waterproofing additive sika similar in proportion according to the specifications of the manufacturer., steel, Cement type portland, Nitt., Cnifb., Cnf., Nsfb., stone, Sole, stone, Sole with mortar, Distribution channel, scale:, cut, stone, See entry detail, Wastewater reuse effluent, cut, scale:, Fake background detail, scale:, Triangular dumps, Landfill rectang. Of treated wood, scale:, Income detail, Main distribution channel, Comes from the imhoff tank, Wood dumps, your B. Cut in half, Landfills triang., scale:, plant of, Technical specifications, After hours afterwards with a mixture of thick polished finish., The inner surfaces of walls of the bottom slabs will be sanded with cement sand of thick striped finish., Sole, Concrete in general, In both will be used waterproofing additive sika similar in proportion according to the specifications of the manufacturer., steel, Cement type portland, Reinforced concrete, Concrete for flooring, Finished terrain level, Level of income biological filter, Level of biological filter output level, Cna, Cnifb, Cntt, Cnsfb, legend, Level of water level, treated wood, Cntt., Nitt., Cnifb., Cnf., Nsfb., stone, natural terrain, Sole, Pvc, Comes from the imhoff tank, Biological filter plant, Distribution channels, Inspection cap, cat stair, Main collection channel, Reuse effluent to the irrigation canal, scale:, your B. Drainage pvc dn, your B. Vent., your B. Vent., Esc:, Imhoff tank plant, Pvc pipe dn, Esc:, cut, Esc:, cut, Heatsink, Exp., Pvc screen, Pvc pipe dn, Safety rail tub. Fo. Galv., Cover with fiberglass lids, Sea ladder, your B. Fo. Galv., Stairs, Pvc screen, Dn income, your B. Pvc, Iron, Horizontal steel, Iron, Horizontal steel, Stainless steel, both faces, Goes to the biological filter, Break water, Goes to the drying bed, both faces, Vertical reinforcement on walls, Esc., Stainless steel, Stainless steel, Stainless steel, Iron, Horizontal steel, Iron, Horizontal steel, Iron, Horizontal steel, Iron, Horizontal steel, Esc:, Detail of steel in background, Fold, Sole, Fold, Sole, Bruna, Ctb enables, Bb hfd elbow, Und., Cant, Und., description, item, Imhoff tank, Accessory metering box, Union flange, Und, Steel sch pipes, Steel flange p., Und., your B. Pvc, Steel flange breaks water, Und., Bb hfd elbow, Und., Bb hfd elbow, Und, Valv. Type bb hfd, Und, Yeah bb hfd, Und., Bb hfd elbow, Und

Raw text data extracted from CAD file:

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DE ESPESOR Y ACABADO PULIDO. LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SERAN TARRAJEADAS CON MEZCLA 1:5 CEMENTO ARENA DE 1.5cm. DE ESPESOR Y ACABADO RAYADO. SOLADO: f'c= 100Kg/cm2 CONCRETO : EN GENERAL f'c=210Kg/cm2 EN AMBOS SE UTILIZARA ADITIVO IMPERMEABILIZANTE - SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE. 2.- 1.- ACERO : Fy=4200Kg/cm2 CEMENTO : PORTLAND TIPO I 3.- NITT. CNIFB. S = 1.0% CNF. F'c=210 Kg./cm2 F'c=210 Kg./cm2 5 5 5 5 5 5 5 5 NSFB. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PIEDRA 3" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.0 5 -0.0000000000000142 5 5 F'c=210 Kg./cm2 SOLADO F'c=100 Kg./cm2 0.20 0.20 5 5 5 5 5 PIEDRA 2" PIEDRA 4" SOLADO CON MORTERO 1:10 CANALETA DE DISTRIBUCION ESCALA: 1/25 CORTE B - B PIEDRA 4" PIEDRA 3" PIEDRA 2" VER DETALLE DE INGRESO EFLUENTE DE REUSO A LA ACEQUIA .05 .20 .25 .10 .10 .20 .10 .20 .10 .30 .30 .30 CORTE A - A ESCALA: 1/25 DETALLE DE FALSO FONDO ESCALA: 1/10 .25 .15 .10 .10 .30 .30 VERTEDEROS TRIANGULARES VERTEDERO RECTANG. DE MADERA TRATADA 1"x6"x8" .07 ESCALA: 1/10 DETALLE DE INGRESO (CORTE 1-1) 0.30 CANAL PRINCIPAL DE DISTRIBUCION VIENE DEL TANQUE IMHOFF VERTEDEROS DE MADERA TUB. d4" PVC-SAP cortado por la mitad VERTEDEROS TRIANG. 1 1 ESCALA: 1/10 PLANTA (DETALLE DE INGRESO) ESPECIFICACIONES TECNICAS PASADA LAS 4 HORAS DESPUES CON MEZCLA 1:3 DE 5mm. DE ESPESOR Y ACABADO PULIDO. LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SERAN TARRAJEADAS CON MEZCLA 1:5 CEMENTO ARENA DE 1.5cm. DE ESPESOR Y ACABADO RAYADO. SOLADO: f'c= 100Kg/cm2 CONCRETO : EN GENERAL f'c=210Kg/cm2 EN AMBOS SE UTILIZARA ADITIVO IMPERMEABILIZANTE - SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE. 2.- 1.- ACERO : Fy=4200Kg/cm2 CEMENTO : PORTLAND TIPO I 3.- CONCRETO ARMADO f'c=210 Kg/cm2 CONCRETO PARA SOLADO f'c=100 Kg/cm2 COTA DE NIVEL DE TERRENO TERMINADO COTA DE NIVEL DE INGRESO A FILTRO BIOLOGICO COTA DE NIVEL DE SALIDA DE FILTRO BIOLOGICO CNA CNIFB CNTT CNSFB LEYENDA COTA DE NIVEL DE AGUA MADERA TRATADA CNTT. NITT. CNIFB. S = 1.0% CNF. F'c=210 Kg./cm2 F'c=210 Kg./cm2 5 5 5 5 5 5 5 5 NSFB. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B PIEDRA 3" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TERRENO NATURAL F'c=210 Kg./cm2 SOLADO F'c=100 Kg./cm2 0.20 0.20 5 5 .0.60 d\H0.05;6" PVC VIENE DEL TANQUE IMHOFF 5 FILTRO BIOLOGICO - PLANTA CANALETAS DE DISTRIBUCION TAPA DE INSPECCION ESCALERA DE GATO 5 5 2.00 5 5 5 CANALETA PRINCIPAL DE RECOLECCION S=10% EFLUENTE DE REUSO AL CANAL DE REGADIO 5 5 5 A 5 5 5 5 5 5 5 5 5 A 5 5 ESCALA: 1/25 5 5 5 5 5 5 d 5/8" @0.15 d 1/2" @0.20 d 5/8" @0.15 d 1/2" @0.20 d 1/2" @0.15 d 1/2" @0.20 d 1/2" @0.20 d 1/2" @0.25 5 5 5 5 d 1/2" @0.20 d 1/2" @0.20 d 1/2" @0.20 5 d 3/8" @0.20 d 3/8" @0.20 d 3/8" @0.20 5d 3/8" \A1;.83 \A1;.39 \A1;.83 \A1;.84 \A1;.83 \A1;1.00 \A1;.83 \A1;.30 \A1;.49 \A1;.60 \A1;6.89 \A1;1.81 \A1;7.40 \A1;.60 \A1;.60 \A1;.84 \A1;1.00 \A1;4.00 \A1;1.09 \A1;1.09 \A1;6.29 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;2.58 \A1;2.90 \A1;.87 \A1;.92 \A1;.79 \A1;1.29 \A1;1.14 \A1;4.33 \A1;1.33 \A1;.50 \A1;1.77 \A1;1.58 \A1;.40 \A1;.45 \A1;.30 \A1;.78 \A1;1.37 \A1;2.35 \A1;1.23 \A1;1.40 \A1;.25 \A1;.45 \A1;.35 \A1;1.05 \A1;1.10 \A1;.30 \A1;6.89 \A1;2.39 \A1;2.45 \A1;2.05 \A1;.60 \A1;.50 \A1;.30 \A1;1.25 \A1;1.40 \A1;1.25 TUB. DE DRENAJE DE LODOS PVC DN 200MM TUB. DE DRENAJE DE LODOS PVC DN 20OMM TUB. VENT. d90MM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUB. VENT. 90MM 2206.65 2207.10 2206.70 2206.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC: 1/50 PLANTA : TANQUE IMHOFF 5 5 5 5 TUBERIA DE PVC DN 200MM C-10 5 5 2206.65 2207.10 A - A - B - B - ESC: 1/50 CORTE A-A ESC: 1/50 CORTE B-B d8" DE DISIPADOR VESTIDURA DE DERRAME PANTALLA PVC E=20mm. TUBERIA DE PVC DN 200MM BARANDA DE SEGURIDAD TUB. FO. GALV. d1½" COBERTURA CON TAPAS DE FIBRA DE VIDRIO (FRP) 1.06x1.45, e=20mm ESCALERA MARINERA TUB. FO. GALV. d1½" ESCALINES d3/4" PANTALLA PVC ESP.=20mm. PANTALLA PVC E=20mm. PANTALLA PVC e=20mm. INGRESO DN 200MM 5 5 5 5 5 A C A TUB. PVC DN200 NTP-ISO 4422 PN10 5 5 5 5 5 5 Ø 1/2" @ 0.25 m. Ø 1/2" @ 0.25m. 5 11 fierro de Ø 1/2" @ 0.25 Acero horizontal 17 fierro de Ø 1/2" @ 0.20 Acero horizontal Ø 5/8" @ 0.15 ACERO VERT. Ø5/8"@ 0.20 AMBAS CARAS 5 5 5 5 5 5 5 5 5 5 5 VA AL FILTRO BIOLOGICO ROMPE AGUA VA AL LECHO DE SECADO VA AL LECHO DE SECADO VA AL LECHO DE SECADO 5 5 5 2199.69 Ø5/8"@ 0.20 AMBAS CARAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARMADURA VERTICAL EN MUROS ESC. 1/50 ACERO VERT. Ø 5/8" @ 0.30 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. 5 5 5 5 5 09 fierro de Ø 1/2" @ 0.25 Acero horizontal 17 fierro de Ø 1/2" @ 0.20 Acero horizontal 09 fierro de Ø 1/2" @ 0.25 Acero horizontal 17 fierro de Ø 1/2" @ 0.20 Acero horizontal ESC: 1/50 DETALLE DE ACERO EN FONDO 5 DOBLA 0.50m 5 SOLADO DOBLA 0.30m Ø 5/8" @ 0.15, Ø 1/2" @ 0.15 Ø 5/8" @ 0.20 5 5 5 SOLADO e=.10m BRUÑA CTB HABILITA CODO BB HFD PN10 DN200 x 90º UND. 01 CANT. UND. DESCRIPCIÓN ITEM TANQUE IMHOFF CUADRO DE METRADO DE ACCESORIOS 4 UNION BRIDA ESPIGA Ho DUCTIL DN200mm UND 08 1 2 TUBERIA DE ACERO SCH 40 DN200mm 3 ml 30.00 5 BRIDA DE ACERO P. SOLDAR/EMPERDANAR DN200mm UND. 32 TUB. PVC DN200 NTP-ISO 4422 PN10 BRIDA DE ACERO P/ANCLAJE ROMPE AGUA DN200mm UND. 04 CODO BB HFD PN10 DN200 x 11.25º UND. 02 CODO BB HFD PN10 DN200 x 22.5º 8 9 6 UND 02 VALV. DE TIPO COMPUERTA BB HFD PN10 DN200mm UND 10 YEE BB HFD PN10 DN200 x 200mm UND. 02 10 1 1 CODO BB HFD PN10 DN200 x 45º 7 UND 04

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, imhoff, kläranlage, plant, tank, treatment, treatment plant