Septic Tank DWG Detail for AutoCAD

Septic Tank DWG Detail for AutoCAD

Treatment of water by septic tank and well brewer used to drain small flows, occurring in ground elevation details, structural reinforcement and installations needed

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

Interior, Inspection, Cover of, Cover of, Inspection, Plant, Scale, Steel roof detail, Scale, Sunny c: h, Cutting steel, Scale, Fine waterproof, Frosted tarrajeo, Registration cap, Of inclination, Level of, Land, P.v.c., Tub Entrance, Sunny c: h, In c, Fine waterproof, Frosted tarrajeo, Tub Exit, Of inclination, In c, Registration cap, P.v.c., Cut, Scale, It comes from a septic tank, Tub Income, Inner diameter, Stuffed with, Record, Sunbed, Circular, Without juste, Masonry, Plant well of percolation, Scale, Slab of concrete, P.v.c., Foundation, Circular, In c, Coarse gravel, Stuffed with, Both senses, Effective, Height, Inner diameter, Outer diameter, Cut, Scale, By the manufacturer., Together without, Mortar, Masonry seated separated with, Technical specifications, The inner surfaces of slab walls, They will be lined with mixture of, With waterproofing additive, In case the structure is submerged in the napa, In the mixture in the recommended dosage, Waterproofing additives should be used to cool, Walls: concrete c, Concrete bottom slab f’c, Concrete well of percolation, Foundation: simple concrete circular c, Roof slab: concrete c, Slab reinforced concrete lid en c, Materials, Steel in y, Sunbed:, Septic tank concrete, Cm walls., Slab cm, Coating, P.v.c., Mortar, Cement mortar., Design, Scale, Septic tank percolation well, District municipality vitis, Marked tourist inn, Indicated, Location, Drawing, Town, District, Province, Region, Tagged, Vitis, Yauyos, Lime, Elisa, Consultant, Sanitary installations, Specialty, Plane:, Project:, Date, I say, Lamina, Revised

Raw text data extracted from CAD file:

\A1;2.50 \A1;3.00 \A1;1.20 \A1;4.25 \A1;4.05 \A1;1.50 \A1;2.40 \A1;.15 \A1;.10 \A1;.15 \A1;1.20 \A1;1.70 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;3.75 \A1;4.05 \A1;.15 \A1;.15 \A1;.15 \A1;1.20 \A1;.15 \A1;1.50 \A1;.20 \A1;1.05 \A1;1.20 \A1;1.80 \A1;2.40 \A1;.30 \A1;.10 \A1;.077 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.10 \A1;.90 \A1;.10 \A1;.75 \A1;.10 \A1;1.80 \A1;.10 \A1;.15 \A1;.15 \A1;.11 \A1;.15 \A1;.20 \A1;.15 \A1;.52 \A1;.30 \A1;.05 \A1;.10 \A1;.10 \A1;4.25 \A1;2.55 \A1;.90 \A1;.40 \A1;.10 \A1;.20 \A1;.15 \A1;.10 \A1;.50 \A1;1.81 \A1;.08 \A1;.10 \A1;.50 \A1;1.05 \A1;.50 \A1;.30 \A1;.45 \A1;1.20 \A1;.15 \A1;.15 \A1;.30 \A1;.10 \A1;.15 \A1;1.80 \A1;.20 \A1;.15 \A1;.75 \A1;.15 \A1;.20 \A1;.15 \A1;.10 \A1;.05 \U+2205.60 \A1;Diametro Interior \A1;.25 \A1;.20 \A1;.05 \A1;.20 \A1;.25 \A1;.05 5 5 5 5 INSPECCION TAPA DE 5 .80 x.80 5 5 5 5 5 TAPA DE INSPECCION .80 x.80 5 5 5 5 5 5 A A PLANTA Escala : 1/25 Ø 1/2'' @ 0.25 m. 5 5 5 5 5 5 5 5 DETALLE ACERO TECHO Escala : 1/25 d 3/8" @ 0.25 5 5 Ø 3/8'' @ 0.25 Ø 1/2'' @ 0.20 Ø 1/2'' @ 0.25 Ø 3/8'' @ 0.20 5 5 5 Ø 3/8'' @ 0.20 Ø 1/2'' @ 0.35 5 5 .077 5 5 5 5 SOLADO 1:12, C:H 5 Ø 3/8'' @ 0.25 Ø 3/8'' @ 0.25 5 5 5 5 Ø 1/2'' @ 0.20 5 5 5 Ø 1/2'' @ 0.25 Ø 3./8'' @ 0.20 Ø 3/8'' @ 0.25 Ø 1/2'' @ 0.20 Ø 1/2'' @ 0.25 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A, ACERO Escala : 1/25 5 5 5 5 FINO - IMPERMEABLE TARRAJEO FROTACHADO TAPA DE REGISTRO 2% de inclinación 5 5 5 5 5 5 5 5 5 Nivel de 5 Terreno d 6" P.V.C. TUB. ENTRADA 5 5 .50 5 5 5 SOLADO C:H 1:12 f'c = 175Kg/cm2 f'c = 175 kG/cm2 f'c = 175kG/cm2 FINO - IMPERMEABLE TARRAJEO FROTACHADO 5 5 5 5 5 5 5 5 5 5 TUB. SALIDA 2% de inclinación f'c = 175Kg/cm2 5 5 TAPA DE REGISTRO d 6" P.V.C. 5 5 CORTE A-A Escala : 1/25 VIENE DE TANQUE SEPTICO 5 DETALLE-C TUB. INGRESO d 6" Diametro Interior 5 5 5 5 5 RELLENO DE GRAVA SOLADO CIRCULAR SIN JUSTEAR MANPOSTERIA 5 = 2.50 m. PLANTA POZO DE PERCOLACION Escala : S/E .10 LOSA DE CONCRETO .15 .15 .25 .35 2.00 0.10 0.75 0.35 0.35 d 6" P.V.C. 0.10 Ø 3/8'' @ 0.25 CIMIENTO CIRCULAR f'c = 140 Kg/cm2 3/4" GRAVA GRUESA GRAVA GRUESA RELLENO DE 3/4" - 1" .05 .15 .60 .15 d 3/8" @ 0.25 ambos sentidos 2.35 m. efectiva altura 2.50 3.00 Diametro Interior Diametro Exterior B B CORTE B-B Escala : S/E POR EL FABRICANTE. JUNTAS SIN MORTERO MAMPOSTERIA ASENTADA Y SEPARADA CON ESPECIFICACIONES TECNICAS - LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SERAN TARRAJEADAS CON MEZCLA 1:5 CEMENTO-ARENA DE 1.5cm. CON ADITIVO IMPERMEABILIZANTE -EN CASO QUE LA ESTRUCTURA ESTE SUMERGIDO EN LA NAPA EN LA MEZCLA CEMENTO-ARENA EN LA DOSIFICACION RECOMENDADA FREATICA SE DEBERA UTILIZAR ADITIVOS IMPERMEABILIZANTES MUROS: concreto f'c = 175 Kg/cm2 LOSA DE FONDO : concreto f'c = 175 Kg/cm2 CONCRETO : POZO DE PERCOLACION CIMIENTO: Circular Concreto Simple f'c = 140 kg/cm2 LOSA DE TECHO: concreto f'c = 175 Kg/cm2 LOSA Y TAPA concreto armado f'c = 175 Kg/cm2 MATERIALES ACERO f'y = 4200 Kg/cm2 SOLADO: 1:12 C - H e=4" CONCRETO : TANQUE SEPTICO MUROS : 4.00 cm. LOSA : 3.00 cm. RECUBRIMIENTO P.V.C. d 6" MORTERO .03 MORTERO DE CEMENTO. DISEÑO : ESCALA : TANQUE SEPTICO - POZO DE PERCOLACION MUNICIPALIDAD DISTRITAL VITIS PARADOR TURISTICO MARCATUPE INDICADA UBICACION : DIBUJO : : : Localidad Distrito : : Provincia Region MARCATUPE VITIS YAUYOS LIMA ELISA CONSULTOR : INSTALACIONES SANITARIAS ESPECIALIDAD : Plano: Proyecto: FECHA : DIC. 2005 IS-01 LAMINA : REVISADO :

Language	N/A
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, DETAIL, drain, DWG, einrichtungen, facilities, gas, gesundheit, ground, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, septic, septic tank, small, tank, treatment, wasser bestimmung, water