Biofilter DWG Detail for AutoCAD

Biofilter DWG Detail for AutoCAD

Biofilter IN DRAIN AND SEWER SYSTEMS – FLOOR – CORTE – DETAILS – SPECIFICATIONS

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

stone, Sole with mortar, Distribution channel, stone, See entry detail, Wastewater reuse effluent, Triangular dumps, Landfill rectang. Of treated wood, Main distribution channel, Comes from the imhoff tank, Wood dumps, your B. Cut in half, Landfills triang., Cntt., Nitt., Cnifb., tube, Nsfb., stone, Sole, Pvc, Comes from the imhoff tank, Distribution channels, Inspection cap, cat stair, Main collection channel, Reuse effluent to the irrigation channel, Cap met., Indicated, Responsible professional:, drawing:, flat, draft:, Location:, Biological filter, scale:, date:, design:, Department:, sheet, province:, district:, District municipality of yungar, Of the drainage system of the district town of yungar carhuaz, cement, Portland type in general, Coating for surfaces in contact with water:, Layer blend cement sand finish scratched, Coat the hours cement mix, Both layers are used as an additive, Sika similar in proportion according to the, National building regulations, Cement flooring standard, Manufacturer Specifications, Finished Finish Finish, Standards used, Loading standard, Seismic resistant standard, Related searches, Coatings, steel, Solid slabs, Beams columns, Walls, Technical specifications, concrete, Soles m:, Tmax mm, cut, scale, Biological filter plant, scale, cut, scale, Plant: income detail, scale, Plant: income detail, scale, top

Raw text data extracted from CAD file:

\A1;.25 \A1;.15 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.07 \A1;0.30 \A1;.05 \A1;.40 \A1;.15 \A1;.20 \A1;.10 \A1;.10 \A1;.70 \A1;.15 \A1;.70 \A1;.10 \A1;.20 \A1;.10 \A1;.40 \A1;.80 \A1;.15 \A1;.80 \A1;.15 \A1;.20 \A1;.70 \A1;1.00 \A1;.20 \A1;2.90 \A1;3.20 \A1;3.20 \A1;.20 \A1;2.90 \A1;.10 \A1;.25 \A1;3.75 \A1;.10 \A1;.15 \A1;2.00 \A1;0.20 \A1;0.20 \A1;3.00 \A1;6.80 \A1;.80 \A1;.15 \A1;.20 \A1;.20 \A1;2.00 \A1;.20 \A1;.20 \A1;3.60 \A1;.20 \A1;1.00 \A1;.20 \A1;.20 \A1;1.00 \A1;.15 \A1;3.00 \A1;.20 \A1;.20 \A1;.15 \A1;.80 \A1;.15 \A1;.20 \A1;.20 \A1;0.50 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;2.50 \A1;.20 \A1;.50 \A1;1.00 \A1;.20 \A1;.60 \A1;.40 \A1;.10 \A1;.90 \A1;.10 \A1;2.45 \A1;.20 \A1;2.45 \A1;.20 PIEDRA 2" PIEDRA 4" SOLADO CON MORTERO 1:10 CANALETA DE DISTRIBUCION PIEDRA 4" PIEDRA 3" PIEDRA 2" VER DETALLE DE INGRESO EFLUENTE DE REUSO A LA ACEQUIA .25 .15 .10 .10 .30 .30 VERTEDEROS TRIANGULARES VERTEDERO RECTANG. DE MADERA TRATADA .07 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 CNTT. NITT. CNIFB. S = 1.0% TUBO d25mm. F'c=210 Kg./cm2 F'c=210 Kg./cm2 5 5 5 5 5 5 5 NSFB. 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 F'c=210 Kg./cm2 SOLADO F'c=100 Kg./cm2 0.20 0.20 5 5 5 d\H0.05;6" PVC VIENE DEL TANQUE IMHOFF 5 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 TAPA MET. 0.80x0.80 0.50 5 5 5 5 5 5 .50 5 5 5 5 5 5 5 5 5 5 5 Indicada PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO: UBICACION: FILTRO BIOLOGICO ESCALA: FECHA: DISEÑO: DEPARTAMENTO: LAMINA N° PROVINCIA: DISTRITO: \W5.12800; MUNICIPALIDAD DISTRITAL DE YUNGAR \W6.45048; "AMPLIACION DEL SISTEMA DE DESAGUE DE LA \W6.45048; LOCALIDAD DE CARIAN, DISTRITO DE YUNGAR - \W6.45048; CARHUAZ - ANCASH" FB-01 CEMENTO PORTLAND TIPO I EN GENERAL REVESTIMIENTO PARA SUPERFICIES EN CONTACTO CON EL AGUA: 1era. CAPA : MESCLA CEMENTO ARENA 1:5 cm ACABADO RAYADO 2da. CAPA : A LAS 24 HORAS MEZCLA CEMENTO ARENA, EN AMBAS CAPAS SE UTILIZAN ADITIVO INPERMEABILIZANTE SIKA 1 o SIMILAR EN PROPORCION DE ACUERDO A LAS REGLAMENTO NACIONAL DE EDIFICACIONES NORMA DE SUELOS Y CIMENTACION ESPECIFICACIONES DEL FABRICANTE 1:3 ESPESOR 5mm ACABADO FROTACHADO NORMAS USADAS NORMA DE CARGA NORMA SISMORRESISTENTE NORMA CONCRETO ARMADO RECUBRIMIENTOS ACERO LOSAS MACIZAS VIGAS Y COLUMNAS f y = 4200 Kg/cm2 MUROS E-020 E-050 E-030 E-060 : 3.0 cm : 3.0 cm : 3.0 cm ESPECIFICACIONES TECNICAS f c = 210 Kg/cm2 MUROS, LOSAS, CANALETAS, CONCRETO SOLADOS M: 1:12 (C-A) e=2" Tmax D= 25 mm Corte A-A Escala 1/25 Filtro Biologico - Planta Escala 1/25 Corte B-B Escala 1/25 Planta: Detalle de Ingreso Escala 1/25 Planta: Detalle de Ingreso (Corte 1-1) Escala 1/25 TAPA C°. 0.60x0.60

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

stone, Sole with mortar, Distribution channel, stone, See entry detail, Wastewater reuse effluent, Triangular dumps, Landfill rectang. Of treated wood, Main distribution channel, Comes from the imhoff tank, Wood dumps, your B. Cut in half, Landfills triang., Cntt., Nitt., Cnifb., tube, Nsfb., stone, Sole, Pvc, Comes from the imhoff tank, Distribution channels, Inspection cap, cat stair, Main collection channel, Reuse effluent to the irrigation canal, Cap met., Indicated, Responsible professional:, drawing:, flat, draft:, Location:, Biological filter, scale:, date:, design:, Department:, sheet, province:, district:, District municipality of yungar, Of the drainage system of the district town of yungar carhuaz, cement, Portland type in general, Coating for surfaces in contact with water:, Layer merge cement sand finish striped, Coat the hours cement mix, In both layers is used additive, Sika similar in proportion according to the, National building regulations, Cement flooring standard, Manufacturer Specifications, Finished Finish Thickness, Standards used, Loading standard, Seismic resistant standard, Related searches, Coatings, steel, Solid slabs, Beams columns, Walls, Technical specifications, concrete, Soles m:, Tmax mm, cut, scale, Biological filter plant, scale, cut, scale, Plant: income detail, scale, Plant: income detail, scale, top

Raw text data extracted from CAD file:

\A1;.25 \A1;.15 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.07 \A1;0.30 \A1;.05 \A1;.40 \A1;.15 \A1;.20 \A1;.10 \A1;.10 \A1;.70 \A1;.15 \A1;.70 \A1;.10 \A1;.20 \A1;.10 \A1;.40 \A1;.80 \A1;.15 \A1;.80 \A1;.15 \A1;.20 \A1;.70 \A1;1.00 \A1;.20 \A1;2.90 \A1;3.20 \A1;3.20 \A1;.20 \A1;2.90 \A1;.10 \A1;.25 \A1;3.75 \A1;.10 \A1;.15 \A1;2.00 \A1;0.20 \A1;0.20 \A1;3.00 \A1;6.80 \A1;.80 \A1;.15 \A1;.20 \A1;.20 \A1;2.00 \A1;.20 \A1;.20 \A1;3.60 \A1;.20 \A1;1.00 \A1;.20 \A1;.20 \A1;1.00 \A1;.15 \A1;3.00 \A1;.20 \A1;.20 \A1;.15 \A1;.80 \A1;.15 \A1;.20 \A1;.20 \A1;0.50 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;2.50 \A1;.20 \A1;.50 \A1;1.00 \A1;.20 \A1;.60 \A1;.40 \A1;.10 \A1;.90 \A1;.10 \A1;2.45 \A1;.20 \A1;2.45 \A1;.20 PIEDRA 2" PIEDRA 4" SOLADO CON MORTERO 1:10 CANALETA DE DISTRIBUCION PIEDRA 4" PIEDRA 3" PIEDRA 2" VER DETALLE DE INGRESO EFLUENTE DE REUSO A LA ACEQUIA .25 .15 .10 .10 .30 .30 VERTEDEROS TRIANGULARES VERTEDERO RECTANG. DE MADERA TRATADA .07 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 CNTT. NITT. CNIFB. S = 1.0% TUBO d25mm. F'c=210 Kg./cm2 F'c=210 Kg./cm2 5 5 5 5 5 5 5 NSFB. 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 F'c=210 Kg./cm2 SOLADO F'c=100 Kg./cm2 0.20 0.20 5 5 5 d\H0.05;6" PVC VIENE DEL TANQUE IMHOFF 5 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 TAPA MET. 0.80x0.80 0.50 5 5 5 5 5 5 .50 5 5 5 5 5 5 5 5 5 5 5 Indicada PROFESIONAL RESPONSABLE: DIBUJO: PLANO : PROYECTO: UBICACION: FILTRO BIOLOGICO ESCALA: FECHA: DISEÑO: DEPARTAMENTO: LAMINA N° PROVINCIA: DISTRITO: \W5.12800; MUNICIPALIDAD DISTRITAL DE YUNGAR \W6.45048; "AMPLIACION DEL SISTEMA DE DESAGUE DE LA \W6.45048; LOCALIDAD DE CARIAN, DISTRITO DE YUNGAR - \W6.45048; CARHUAZ - ANCASH" FB-01 CEMENTO PORTLAND TIPO I EN GENERAL REVESTIMIENTO PARA SUPERFICIES EN CONTACTO CON EL AGUA: 1era. CAPA : MESCLA CEMENTO ARENA 1:5 cm ACABADO RAYADO 2da. CAPA : A LAS 24 HORAS MEZCLA CEMENTO ARENA, EN AMBAS CAPAS SE UTILIZAN ADITIVO INPERMEABILIZANTE SIKA 1 o SIMILAR EN PROPORCION DE ACUERDO A LAS REGLAMENTO NACIONAL DE EDIFICACIONES NORMA DE SUELOS Y CIMENTACION ESPECIFICACIONES DEL FABRICANTE 1:3 ESPESOR 5mm ACABADO FROTACHADO NORMAS USADAS NORMA DE CARGA NORMA SISMORRESISTENTE NORMA CONCRETO ARMADO RECUBRIMIENTOS ACERO LOSAS MACIZAS VIGAS Y COLUMNAS f y = 4200 Kg/cm2 MUROS E-020 E-050 E-030 E-060 : 3.0 cm : 3.0 cm : 3.0 cm ESPECIFICACIONES TECNICAS f c = 210 Kg/cm2 MUROS, LOSAS, CANALETAS, CONCRETO SOLADOS M: 1:12 (C-A) e=2" Tmax D= 25 mm Corte A-A Escala 1/25 Filtro Biologico - Planta Escala 1/25 Corte B-B Escala 1/25 Planta: Detalle de Ingreso Escala 1/25 Planta: Detalle de Ingreso (Corte 1-1) Escala 1/25 TAPA C°. 0.60x0.60

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, corte, DETAIL, details, drain, DWG, floor, kläranlage, sewer, specifications, systems, treatment plant