Sludge Drying Bed DWG Detail for AutoCAD

Sludge Drying Bed DWG Detail for AutoCAD

Sludge Drying Bed Wastewater. Construction Details

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

Esc:, Spatter plant, mesh, Bending of stirrups in, Columns beams, Cm., Cm., Beam column, Mesh, cut, mesh, cut, Sole, cut, Sole, mesh, cut, Esc:, Sludges, sand, Heavy gravel, Spatter, Pipe support, Heavy gravel, Sludges, sand, Side wall, Central channel detail, Plant channel, specified, specified, Beams columns, Walls, Solid slabs, concrete, cement, steel, Coatings, Standards used, Loading standard, Technical specifications, 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, Manufacturer Specifications, Finished Finish Thickness, Permissible ground pressure, Soles, Portland type in general, Beam girder t.m mm, Seismic resistant standard, Related searches, Cement flooring standard, Esc:, Platinum clamp, Pvc mm, Drainage, Channel, Aluminum clamp, Floor plan, Esc:, Enter, Pvc, Channel, Spatter, Towards channel, Channel, cimentacion plant, Esc:, Channel, cut, Esc:, mesh, Sole, Mm diameter, Elbow pvc of mm, Mm diameter, Pvc series, Technical specifications, Valves, accessories, pipeline, Universal union mm, Mm bronze valve, Elbow pvc of mm, Stainless steel bolts, Platinum clamps, anchorage, Transition of pvc valve, Tee pvc mm, Pvc reduction mm, Ground level, reduction of, Ground level, Ground level, oct, scale:, date:, flat:, district:, approved:, Xxx, region:, Ancash, Xxxxx, Elaborated, province:, reviewed:, Xxxx, sheet:, Sewage system hxxxx, Drying bed, Municipality of xxxx

Raw text data extracted from CAD file:

\A1;.20 \A1;.70 \A1;.40 \A1;.50 \A1;.40 \A1;.40 \A1;.50 \A1;.35 \A1;.70 \A1;.40 \A1;.40 \A1;.50 \A1;.60 \A1;.35 \A1;.25 \A1;6.00 \A1;2.60 \A1;2.60 \A1;.20 \A1;5.80 \A1;2.60 \A1;2.60 \A1;.20 \A1;4.50 \A1;2.00 \A1;2.00 \A1;.15 \A1;2.00 \A1;2.00 \A1;.15 \A1;4.90 \A1;.15 \A1;.15 \A1;.50 \A1;.20 \A1;.15 \A1;1.10 \A1;1.60 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;1.60 \A1;.40 \A1;.10 \A1;4.90 \A1;2.00 \A1;.20 \A1;.80 \A1;.10 \A1;.80 \A1;.60 \A1;.50 \A1;.50 \A1;.35 \A1;.15 \A1;.20 \A1;.20 \A1;2.00 \A1;1.60 \A1; ESC: 1/20 PLANTA SALPICADOR MALLA Ø 3/8" @ 0.15 DOBLADO DE ESTRIBOS EN COLUMNAS y/o VIGAS 13 cm. 8 cm. a 3/8" \U+2205 1/4" r 3 cm. 2 cm. d DE COLUMNA O VIGA 3 Ø 3/8"@0.15 MALLA DE CORTE MALLA Ø 3/8" MALLA Ø 3/8" CORTE A-A SOLADO @ 0.15 @ 0.25 CORTE B-B SOLADO MALLA Ø 3/8" MALLA Ø 3/8" @ 0.15 @ 0.25 CORTE A - A ESC: 1/50 LODOS ARENA GRAVA GRUESA SALPICADOR APOYO DE TUBERIA GRAVA GRUESA LODOS ARENA MURO LATERAL DETALLE CANALETA CENTRAL PLANTA CANAL a ESPECIFICADO 45° r ESPECIFICADO 45° .30 .05 .15 .10 .30 .01 .08 .08 .20 .30 .30 .01 .01 .01 .05 VIGAS Y COLUMNAS MUROS : 7.0 cm : 3.0 cm LOSAS MACIZAS : 7.0 cm E-020 CONCRETO CEMENTO ACERO RECUBRIMIENTOS NORMAS USADAS NORMA DE CARGA ESPECIFICACIONES TECNICAS f c = 210 Kg/cm2 MUROS, LOSAS, CANALETAS, 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 CONSTRUCCIONES ESPECIFICACIONES DEL FABRICANTE 1:3 ESPESOR 5mm ACABADO FROTACHADO PRESION ADMISIBLE DEL TERRENO SOLADOS f`c = 100 Kg/cm2 f y = 4200 Kg/cm2 PORTLAND TIPO I EN GENERAL VIGAS Y ZAPATAS T.M Ø 25 mm E-030 E-060 NORMA SISMORRESISTENTE NORMA CONCRETO ARMADO E-050 NORMA DE SUELOS Y CIMENTACION ESC: 1/20 ESC: 1/20 ESC: 1/20 ESC: 1/25 ESC: 1/25 @ 1.50 m C/2 Abrazadera Platino PVC S - 25 Ø 110 mm DE DRENAJE \U+03C3 = 1.50 Kg/cm2 5 CANALETA S = 1% CANALETA S = 1% @ 1.50 m C/2 Ø 1/4" x 2" Abrazadera Aluminio PLANO DE PLANTA ESC: 1/75 Ingresa PVC Ø 160mm CANALETA S = 1% CANALETA S = 1% SALPICADOR 5 .60 .10 .10 Hacia Canal CANALETA S = 1% CANALETA S = 1% PLANTA DE CIMENTACION ESC: 1/75 CANALETA S = 1% CANALETA S = 1% A A B B C C B B C C A A CORTE C-C ESC: 1/25 @ 0.25 @ 0.15 MALLA Ø 3/8" MALLA Ø 3/8" SOLADO DIAMETROS DE 110 mm CODO PVC DE 90º D = 160 mm DIAMETROS DE 160 mm PVC SERIE 25 (S-25) ESPECIFICACIONES TECNICAS VALVULAS ACCESORIOS TUBERIA UNION UNIVERSAL D = 160 mm VALVULA DE BRONCE D = 160 mm CODO PVC DE 90º D = 110 mm PERNOS DE ACERO INOXIDABLE ABRAZADERAS DE PLATINO (INOXIDABLE) ANCLAJE TRANSICION DE PVC A VALVULA TEE PVC D = 110 mm REDUCCION DE PVC 160x110 mm Nivel de Terreno Nivel de Terreno A A 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 Reduccion de 6" a 4" 5 5 5 5 5 5 5 5 5 5 5 5 Nivel de Terreno 5 Ø 1/2" x 1/8" Ø 1/2" x 1/8" Ø 1/4" x 2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Nivel de Terreno OCT 2007 ESCALA: 1/50 FECHA: PLANO: DISTRITO: APROBADO: XXX REGION: ANCASH XXXXX ELABORADO PROVINCIA: REVISADO: XXXX LAMINA: PT-07 SISTEMA DE ALCANTARILLADO HXXXX LECHO DE SECADO MUNICIPALIDAD DE XXXX

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bed, construction, DETAIL, details, drying, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, sludge, wasser bestimmung, wastewater, water