Imhoff Tank DWG Block for AutoCAD

Imhoff Tank DWG Block for AutoCAD

Dual function – Reception and Processing – Wastewater

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

Goes to the drying bed, Dn pvc sap, entry, Dn pvc sap, departure, Dn pvc sap, Goes to the drying bed, Conc., Removable slab detail, Esc., Recessed wall mount, Outer face, Clamp, Bolt with adjusting nut, cap screw, Platinum welding anchors, Wall, Recessed wall mount, Outer face, Platinum welding anchors, Wall, Clamp, Bolt with adjusting nut, Metal support plant, Esc., Abrasive type, Esc., Abrasive type, Elevation metal support, municipality, District of, San juan de, Pitcher, Second layer the hours with cement sand thick cement, First layer will be mixed with thick, The inner surfaces in contact with the water will be covered in two layers:, The treatment sra used as bridge of adhesion sikadur first similar, Must be treated before the emptying of the other stage, The hardened concrete surface must have a finished, Do not concentrate overlaps in the same section, Technical specifications, Ground adm. in, Scuffed finish, Scratch finish, Construction joints, Do not overlap the vertical of the walls, Maximum discharge height, Maximum relation for walls, Walls, Fy steel, Roof tile, The bottom, Slabs beams, Coatings, Overlaps, covering, Shoes, concrete:, Sole, Walls, Fc, Fc, Level of water level, Income level quota, Output level coordinate, Reinforced concrete, Horizontal steel, Vertical steel, Cntt, Cna, Cni, Cns, natural terrain, Concrete for flooring, Finished terrain level, legend, cut, Goes to the drying bed, Pvc sap dn pipe, Removable slab, Valv. Pvc gate dn, Mm., metallic support, Digestion chamber, Sluice gate M., Sediment chamber, Neutral zone, Goes to the drying bed, Dn pvc sap, entry, Dn pvc sap, see detail, departure, Dn pvc sap, general plant, Esc., Sole, Esc., cut, Mm., Mm., natural terrain, Esc., both faces, Anchorages, Treated wood gate, detail, Esc., Steel hor., Steel hor., Stainless steel, Stainless steel, Stainless steel, Stainless steel, Stainless steel, Stainless steel, Steel hor., Steel hor., Stainless steel, Stainless steel, Stainless steel, both faces, structure, Esc., structure, Esc., both faces, both faces, Goes to the drying bed, Dn pvc sap, Recessed wall mount, Outer face, Clamp, Bolt with adjusting nut, cap screw, Platinum welding anchors, Recessed wall mount, Outer face, Platinum welding anchors, Wall, Clamp, Bolt with adjusting nut, Metal support plant, Esc., Abrasive type, Esc., Abrasive type, Elevation metal support, Plot, Imhoff tank, The oroya, March, Indicated, Topography cad, Huari, sheet:, draft, district:, Yauli, province:, scale:, date:, Junin, flat:, Department:, place:, Installation of the sewage system treatment plant, Expansion of the drinking water system, Of waste water from the c.p. from, Imhoff tank, The oroya, March, Indicated, Topography cad, Huari, sheet:, draft, district:, Yauli, province:, scale:, date:, Junin, flat:, Department:, place:, Installation of the sewage system treatment plant, Expansion of the drinking water system, Of waste water from the c.p. from

Raw text data extracted from CAD file:

\A1;0.25 \A1;0.20 \A1;2" \A1;0.98 \A1;3" \A1;0.25 \A1;3" \A1;0.20 \A1;7.32 \A1;.60 \A1;0.30 \A1;1.00 \A1;0.77 \A1;0.65 \A1;3.80 \A1;.25 \A1;4.6 \A1;.25 \A1;1.50 \A1;.15 \A1;1.30 \A1;.15 \A1;1.50 \A1;.62 \A1;.15 \A1;1.20 \A1;.25 \A1;1.50 \A1;.15 \A1;1.30 \A1;.15 \A1;1.50 \A1;.25 \A1;1.20 \A1;.45 \A1;.25 \A1;.30 \A1;.40 \A1;0.40 \A1;0.30 \A1;.25 \A1;0.97 \A1;0.97 \A1;.20 \A1;.85 \A1;.20 \A1;0.90 \A1;0.20 \A1;2.55 \A1;11.54 \A1;7.50 \A1;.25 \A1;1.17 \A1;1.20 \A1;0.55 \A1;.30 \A1;1.60 \A1;1.60 \A1;.30 \A1;0.55 \A1;1.20 \A1;7.50 \A1;7.32 \A1;.62 \A1;.15 \A1;0.62 \A1;.15 \A1;1.17 \A1;11.56 \A1;.70 \A1;.15 \A1;0.30 \A1;.25 \A1;0.20 \A1;0.85 \A1;.075 \A1;0.455 \A1;.455 \A1;e = 1" \A1;.25 \A1;4.60 \A1;.25 \A1;0.62 \A1;.15 \A1;7.5 \A1;0.62 \A1;.15 \A1;.55 \A1;.15 \A1;11.56 \A1;.70 \A1;.15 \A1;2.35 \A1;4.97 \A1;2.35 \A1;2.22 \A1;2.75 \A1;7.32 \A1;0.3293 \A1;1.20 \A1;.30 \A1;.45 \A1;.45 \A1;2.75 \A1;2.22 \A1;2.35 \A1;0.3 \A1;0.3 \A1;.30 \A1;.30 \A1;.35 \A1;7.32 \A1;2.35 \A1;2.22 \A1;2.75 \A1;2.35 \A1;4.97 \A1;.30 VA AL LECHO DE SECADO DN 200 PVC SAP INGRESO DN 150 PVC SAP B SALIDA DN 150 PVC SAP DN 200 PVC SAP VA AL LECHO DE SECADO CONC. F'c=210 KG/cm2 6 Ø 3/8" 3 Ø 3/8" DETALLE DE LOSA REMOVIBLE ESC. 1/20 5 5 5 5 5 PLATINA DE 12"x4"x1/4" EMPOTRADA AL MURO CARA EXTERIOR ABRAZADERA DE 4"x1/4" PERNO d5/8" CON TUERCA DE AJUSTE PERNO d5/8" 2 ANCLAJES DE d5/8" SOLDADOS A LA PLATINA MURO \A1;SOLDADURA PLATINA DE 12"x4"x1/4" EMPOTRADA AL MURO CARA EXTERIOR 2 ANCLAJES DE d5/8" SOLDADOS A LA PLATINA MURO ABRAZADERA DE 4"x1/4" PERNO d5/8" CON TUERCA DE AJUSTE 5 5 5 5 5 PLANTA SOPORTE METALICO ESC. 1/10 TIPO ABRASADERA 5 5 5 ESC. 1/10 TIPO ABRASADERA ELEVACION SOPORTE METALICO \A1;0.97 \A1;0.97 \A1;1.20 \A1;0.97 \A1;.20 \A1;0.90 \A1;0.20 \A1;.20 \A1;.85 \A1;5.10 \A1;9.60 \A1;0.25 \A1;0.20 \A1;2" \A1;0.98 \A1;3" \A1;0.25 \A1;3" \A1;0.20 \A1;1.23 \A1;1.23 MUNICIPALIDAD DISTRITAL DE SAN JUAN DE JARPA - SEGUNDA CAPA : A LAS 24 HORAS CON MEZCLA DE CEMENTO ARENA 1:3 Y 5mm DE ESPESOR - PRIMERA CAPA : SERA CON MEZCLA DE CEMENTO-ARENA 1:5 DE 1.50CM DE ESPESOR LAS SUPERFICIES INTERIORES EN CONTACTO CON EL AGUA SERAN REVESTIDOS EN DOS CAPAS: EL TRATAMIENTO SRA UTILIZADO COMO PUENTE DE ADHERENCIA SIKADUR 32 PRIMER O SIMILAR RUGOSO Y DEBERA SER TRATADA ANTES DEL VACIADO DE LA OTRA ETAPA LA SUPERFICIE DE CONCRETO ENDURECIDO DEBERA TENER UN ACABADO NO SE DEBERAN CONCENTRAR TRASLAPES EN UNA MISMA SECCION ESPECIFICACIONES TECNICAS TERRENO : Q ADM. = 0.80 Kg/cm2 (VERIFICAR EN OBRA) ACABADO FROTACHADO ACABADO Y RAYADO JUNTAS DE CONSTRUCCION : NO SE DEBE TRASLAPAR EL Ø VERTICAL DE LOS MUROS ALTURA MAXIMA DE VACIADO 1.50 m MAXIMA RELACION AGUA/CEMENTO 0.50 PARA MUROS MUROS (CARA HUMEDA) MUROS (CARA SECA) ACERO : Fy = 4200 Kg/CM2 LOSA TECHO : LOSA FONDO : LOSAS Y VIGAS : REVESTIMIENTOS : Ø1/2" : 0.40 m Ø3/8" : 0.50 m TRASLAPES : RECUBRIMIENTO : ZAPATAS : ZAPATAS CONCRETO: SOLADO : MUROS : F'C = 210 Kg/CM2 2.50 CM 2.50 CM 3.50 CM 5.00 CM F'C = 210 Kg/CM2 F'C = 175 Kg/CM2 F'C = 140 Kg/CM2 F'C = 210 Kg/CM2 Ø5/8" : 0.75 m COTA DE NIVEL DE AGUA COTA DE NIVEL DE INGRESO COTA DE NIVEL DE SALIDA CONCRETO ARMADO F'y=210 Kg/cm2 ACERO HORIZONTAL ACERO VERTICAL CNTT CNA CNI CNS TERRENO NATURAL CONCRETO PARA SOLADO F'y=140 Kg/cm2 COTA DE NIVEL DE TERRENO TERMINADO LEYENDA CORTE A - A 7.32 VA AL LECHO DE SECADO TUBERIA DE PVC SAP DN 200mm. LOSA REMOVIBLE DE 0.95 X 0.85 VALV. COMPUERTA PVC DN 200mm. TUBERIA DE PVC-SAP Ø 200 mm. SOPORTE METALICO CAMARA DE DIGESTION COMPUERTA MAD. 1.15x0.70x0.025 m. 5 CAMARA DE SEDIMENTACION ZONA NEUTRA 0.30 1.00 0.77 0.65 3.80 .25 4.6 .25 1.50 .15 1.30 .15 1.50 .62 .15 .25 VA AL LECHO DE SECADO DN 200 PVC SAP A B INGRESO DN 200 PVC SAP VER DETALLE 1 B SALIDA DN 200 PVC SAP A PLANTA GENERAL ESC. 1/50 1.17 1.20 .25 1.50 .15 1.30 .15 1.50 .25 1.20 .45 .25 .30 .40 0.40 0.30 .25 0.97 0.97 .20 .85 .20 0.90 0.20 2.55 11.54 7.50 f 'c=210 kg/cm2 solado f 'c=140 kg/cm2 1.20 0.55 .30 1.60 1.60 .30 0.55 1.20 7.50 ESC. 1/50 CORTE B - B 7.32 TUBERIA DE PVC-SAP Ø 200 mm. .62 .15 0.62 .15 1.17 11.56 .70 .15 0.30 TUBERIA DE PVC-SAP Ø 200 mm. .25 TERRENO NATURAL TERRENO NATURAL ESC. 1/50 Ø5/8"@ .225 AMBAS CARAS ANCLAJES L= 1" x 1" x 1/4" COMPUERTA DE MADERA TRATADA e = 1" DETALLE 1 ESC. 1/2 .25 4.60 .25 0.62 .15 7.5 0.62 .15 .55 .15 11.56 .70 .15 2.35 4.97 Ø 3/8" @ 0.30 m. 1 Ø 3/8" @ 0.30 m. 7.32 2.35 2.22 2.75 Ø 1/2" @ 0.20 ACERO HOR. Ø 1/2" @ 0.25 ACERO HOR. Ø 1/2" @ 0.30 m. 5 Ø 1/2" @ 0.20 m. Ø 5/8" @ 0.075 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. Ø 5/8" @ 0.30 ACERO VERT. 1.20 .30 .45 .45 2.75 2.22 2.35 ACERO VERT. Ø 5/8" @ 0.30 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. Ø 5/8" @ 0.075 5 5 .30 .30 .35 2.35 4.97 7.32 2.35 2.22 2.75 Ø 1/2" @ 0.20 ACERO HOR. Ø 1/2" @ 0.25 ACERO HOR. Ø 5/8" @ 0.075 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. Ø 5/8" @ 0.30 ACERO VERT. AMBAS CARAS Ø5/8"@ .225 .30 Ø3/8"@ 0.30 ESTRUCTURA A-A ESC. 1/50 ESTRUCTURA B-B ESC. 1/50 Ø5/8"@ .20 AMBAS CARAS Ø5/8"@ .20 AMBAS CARAS 0.97 0.97 1.20 0.97 VA AL LECHO DE SECADO DN 200 PVC SAP .20 0.90 0.20 .20 .85 5.10 9.60 PLATINA DE 12"x4"x1/4" EMPOTRADA AL MURO CARA EXTERIOR ABRAZADERA DE 4"x1/4" PERNO d5/8" CON TUERCA DE AJUSTE PERNO d5/8" 2 ANCLAJES DE d5/8" SOLDADOS A LA PLATINA \A1;SOLDADURA PLATINA DE 12"x4"x1/4" EMPOTRADA AL MURO CARA EXTERIOR 2 ANCLAJES DE d5/8" SOLDADOS A LA PLATINA MURO ABRAZADERA DE 4"x1/4" PERNO d5/8" CON TUERCA DE AJUSTE 0.25 0.20 2" 0.98 3" PLANTA SOPORTE METALICO ESC. 1/10 TIPO ABRASADERA 0.25 3" 0.20 ESC. 1/10 TIPO ABRASADERA ELEVACION SOPORTE METALICO CNS-2647.80 \A1;.20 \A1;.30 \A1;.06 \A1;.20 \A1;.20 \A1;.30 \A1;.06 1.23 1.23 PLOTEAR 1/100 TANQUE IMHOFF TI1 LA OROYA MARZO 2014 INDICADA TOPOGRAFIA Y CAD HUARI LAMINA: PROYECTO DISTRITO: YAULI PROVINCIA: ESCALA: FECHA: JUNIN PLANO: DEPARTAMENTO: LUGAR: Instalacion del Sistema de Alcantarillado y Planta de Tratamiento "Mejoramiento Y Ampliacion del Sistema de Agua Potable e de Aguas Residuales del C.P. de Huari, Yauli-Junin" TANQUE IMHOFF TI2 LA OROYA MARZO 2014 INDICADA TOPOGRAFIA Y CAD HUARI LAMINA: PROYECTO DISTRITO: YAULI PROVINCIA: ESCALA: FECHA: JUNIN PLANO: DEPARTAMENTO: LUGAR: Instalacion del Sistema de Alcantarillado y Planta de Tratamiento "Mejoramiento Y Ampliacion del Sistema de Agua Potable e de Aguas Residuales del C.P. de Huari, Yauli-Junin"

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, block, dual, DWG, einrichtungen, facilities, function, gas, gesundheit, imhoff, imhoff tank, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, processing, provision, RECEPTION, tank, wasser bestimmung, wastewater, water