Septic Tank For Small Towns DWG Detail for AutoCAD

Septic tank for small towns – Planes of plant – Structures and details

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

ministry, building, sanitation, typical, typical, Typical details, scale:, plant, cut, masonry, With joints, Vertical, gravel, material, Of filling, Distribution box, cut, plant, scale:, Tub mm, your B. Mm, Of percolac., Goes to the well, Septic tank, Comes from, septic tank, Distribution scheme, box, distribution, water well, percolator, water well, percolator, your B. Mm, Comes from the, scale:, plant, Details septic tank, cut, services, Tub mm, Of percolac., Goes to the well, Septic tank, Comes from, separator, Wall, Of percolac., Goes to the well, separator, Wall, your B. Mm, The box comes out, Of distribution., Baffle, concrete, Proy. mailbox, Of income, your B. Mm, Comes from the, services, your B. Mm, The box comes out, Of distribution., Baffle, concrete, Baffle, concrete, cap of, entry, Slabs, Removable, Of conc. armed, scale:, Percolating well, scale:, Open, row, Wall of, head, Classified, Cm., your B. Mm, Comes from the box, of distribution, Given from, concrete, gravel, Selected, ground, row, Wall of, Bed, gravel, head, Selected, Comes from, S.hs.h.h., Pilot project for water sanitation in small cities, reviewed by:, approved by:, scale:, Ingº. Louise. Sanchez valleys, designer:, Indicated, flat:, July, date:, Septic tank sanitary facilities structures, Tub mm, your B. Mm, cut, Tub mm, Tub mm, plant, scale:, Distribution box structures, your B. Mm, your B. Mm, your B. Mm, Roof slab plant, scale:, Details septic tank structures, scale:, cut, sidewalk, scale:, cut, concrete, Given from, Of filling, material, Rings, Square mesh, radial, In center of annular slab, typical, centered, centered, Steel kg, Coating: slab walls, Ceiling slab cm., Concrete: c kg, Technical specifications, Ckg, Coating: in tank tarring surfaces, In contact with water including sky, With mixture of, Finely scuffed finish., Use waterproofing., above, down, above, down, centered, typical, Sole, variable, centered, Tapas, scale:, flat:

Raw text data extracted from CAD file:

\A1;.20 \A1;.30 \A1;.30 \A1;2.50 \A1;.15 \A1;.30 \A1;.40 \A1;.40 \A1;2.00 \A1;D=1.20m \A1;.80 \A1;3.30 \A1;3.30 \A1;.70 \A1;.10 \A1;.50 \A1;.10 \A1;.50 \A1;.15 \A1;.70 \A1;.70 \A1;1.20 \A1;2.00 \A1;3.40 \A1;1.00 \A1;1.20 \A1;7.10 \A1;12.00 \A1;6.40 \A1;3.00 \A1;3.40 \A1;1.75 \A1;.20 \A1;1.35 \A1;.20 \A1;2.05 \A1;.615 \A1;1.85 \A1;.20 \A1;2.20 \A1;.60 \A1;.70 \A1;.05 \A1;.05 \A1;1.450 \A1;.10 \A1;1.450 \A1;2.00 \A1;.20 \A1;.075 \A1;.05 \A1;.45 \A1;1.36 \A1;2.10 \A1;.35 \A1;.40 \A1;.15 \A1;.15 \A1;1.30 \A1;1.20 \A1;2.00 \A1;3.40 \A1;1.75 \A1;.20 \A1;.20 \A1;.60 \A1;.60 \A1;.30 \A1;.10 \A1;.05 \A1;.05 \A1;.05 \A1;.34 \A1;.34 \A1;.70 \A1;.05 \A1;.49 \A1;.41 \A1;.40 \A1;.40 \A1;1.00 Ministerio de Vivienda, Construcción y Saneamiento \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.715 \A1;.96 \A1;.15 \A1;.10 \A1;.70 \A1;.10 \A1;.50 \A1;.10 \A1;.50 \A1;.28 \A1;.07 \A1;.15 \A1;.70 \A1;3.00 \A1;3.40 \A1;1.75 \A1;.20 \A1;1.35 \A1;.20 \A1;2.05 \A1;.615 \A1;1.85 \A1;.20 \A1;2.20 \A1;.60 \A1;.70 \A1;.05 \A1;.05 \A1;1.450 \A1;.10 \A1;1.450 \A1;2.00 \A1;.20 \A1;.075 \A1;.05 \A1;.45 \A1;1.36 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.715 \A1;.96 \A1;.20 \A1;.20 \A1;.60 \A1;.60 \A1;.30 \A1;.10 \A1;.05 \A1;.34 \A1;.34 \A1;.70 \A1;.49 \A1;.41 \A1;.15 \A1;.30 \A1;.35 \A1;.15 \A1;.30 \A1;.40 \A1;2.10 \A1;D=1.30m \A1;.80 \A1;.35 \A1;.15 \A1;1.00 \A1;.15 \A1;.15 \A1;.20 Típico \A1;.03 \A1;.07 \A1;.20 \A1;.25 \A1;.15 \A1;.25 \A1;.10 \A1;.10 \A1;.25 Típico \A1;VARIABLE \A1;.05 \A1;.15 \A1;.20 \A1;.10 \A1;.07 \A1;.28 \A1;.40 DETALLES TIPICOS ESCALA: 1/25 PLANTA CORTE A-A' 5 5 5 5 ALBAÑILERIA CON JUNTAS VERTICALES 5 5 GRAVA MATERIAL DE RELLENO 5 5 5 D=1.20m 5 5 5 CAJA DE DISTRIBUCION .70 .10 .50 .10 .50 .15 .70 CORTE A-A' PLANTA ESCALA: 1/10 TUB 100 mm TUB 75 mm TUB 100 mm Tub. Ø75 mm A A DE PERCOLAC. 01 SALE AL POZO TANQUE SEPT. VIENE DEL RB=4" 5 TANQUE SEPTICO ESQUEMA DE DISTRIBUCION 1.20 2.00 CAJA DE DISTRIBUCION POZO PERCOLADOR POZO PERCOLADOR .70 1.20 2.00 3.40 1.00 1.20 4" 3" 3" 3.40 1.75 7.10 12.00 6.40 1 2 Tub. Ø100 mm 5 5 5 5 VIENE DE LOS ESCALA: 1/25 PLANTA DETALLES TANQUE SEPTICO 5 5 5 5 5 5 5 5 5 5 CORTE A-A' SERVICIOS 5 5 5 a a TUB 75 mm DE PERCOLAC. 02 SALE AL POZO TANQUE SEPT. VIENE DEL SEPARADOR MURETE DE PERCOLAC. 01 SALE AL POZO SEPARADOR MURETE 5 5 5 Tub. Ø100 mm SALE A LA CAJA DE DISTRIBUC. BAFLE DE CONCRETO 5 5 PROY. BUZON DE INGRESO 5 5 5 5 5 5 5 5 5 Tub. Ø100 mm VIENE DE LOS SERVICIOS Tub. Ø100 mm SALE A LA CAJA DE DISTRIBUC. 5 5 5 5 5 5 5 5 BAFLE DE CONCRETO BAFLE DE CONCRETO TAPA DE INGRESO 2 LOSAS REMOVIBLES DE CONC. ARMADO 58.375 59.00 58.435 58.51 58.375 ESCALA: 1/25 POZO PERCOLADOR ( 2 Unid) ESCALA: 1/25 ABIERTAS 1ra. HILERA MURO DE CABEZA CLASIFICADA DE Ø 5 cm. Tub. Ø75 mm VIENE DE LA CAJA DE DISTRIBUCION 5 5 5 DADO DE CONCRETO Ø4" 5 5 5 5 5 58.365 58.265 59.00 GRAVA SELECCIONADA TERRENO 1ra. HILERA MURO DE CAMA DE GRAVA CABEZA DE Ø 5cm. SELECCIONADA DE Ø 5cm. VIENE DEL S.S.H.H. PROYECTO PILOTO DE AGUA Y SANEAMIENTO EN PEQUEÑAS CIUDADES REVISADO POR: APROBADO POR: ESCALA: INGº. LUIS A. SANCHEZ VALLES PROYECTISTA: INDICADA PLANO: JULIO 2009 FECHA: TANQUE SEPTICO INSTALACIONES SANITARIAS - ESTRUCTURAS .10 .10 .10 .15 .715 .96 .15 .10 .10 TUB 75 mm .15 .07 .28 .50 .10 .70 Tub. Ø75 mm CORTE A-A' .96 .715 .15 .10 .10 59.00 58.265 58.365 TUB 75 mm A A TUB 100 mm TUB 100 mm PLANTA .70 .50 .10 5 ESCALA: 1/10 CAJA DE DISTRIBUCION - ESTRUCTURAS 5 5 5 Tub. Ø100 mm 5 5 5 5 5 Tub. Ø100 mm 58.51 a 5 Tub. Ø100 mm Tub. Ø100 mm 5 5 58.435 59.00 58.375 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA DE TECHO - PLANTA ESCALA: 1/25 58.375 a 5 5 5 5 5 5 DETALLES TANQUE SEPTICO - ESTRUCTURAS 5 5 5 5 ESCALA: 1/25 CORTE A-A' VEREDA D=1.30m 5 5 ESCALA: 1/25 5 5 5 CORTE A-A' Ø4" CONCRETO DADO DE RB=4" 5 DE RELLENO MATERIAL 5 5 5 5 5 5 5 ANILLOS d 3/8" 2 ANILLOS d 3/8" 5 d 3/8"@ .20 MALLA CUADRADA d 3/8"@ .20 RADIAL EN R = 0.50m. CENTRADO EN LOSA ANULAR .20 Típico d 3/8" @ .20 CENTRADO 2d 3/8" d 3/8" @ .20 .03 d 3/8" @ .10 .07 d 3/8" @ .20 CENTRADO d 3/8" .20 ACERO : f y = 4,200 Kg / cm2 RECUBRIMIENTO: MUROS = 5.00 cm; LOSA DE FONDO = 5.00cm; LOSA DE TECHO = 3.00 cm. CONCRETO: f 'c = 245 Kg / cm2 ESPECIFICACIONES TECNICAS f 'c = 100 Kg / cm2 (SOLADO) REVESTIMIENTO: EN TANQUE SEPTICO, TARRAJEAR LAS SUPERFICIES EN CONTACTO CON EL AGUA INCLUYENDO EL CIELO RAZO CON MEZCLA 1:3 CEMENTO/ARENA DE 2.00cm. DE ESPESOR, ACABADO FROTACHADO FINO. UTILIZAR IMPERMEABILIZANTE. 5 d3/8" @ .20 ARRIBA d3/8" @ .20 ABAJO d3/8" @ .20 ARRIBA d3/8" @ .20 ABAJO .15 (Típico) 5 ( t= 0.20 m.) 5 5 d 3/8" @ .20 CENTRADO d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 <> Típico SOLADO d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 VARIABLE .05 d 3/8" @ .10 CENTRADO TAPAS PRE-FABICADAS ( TIPICO) ESCALA: 1/10 5 (Típico) d3/8" @ .20 5 d3/8" @ .20 5 .07 .28 5 IS-02 PLANO:

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, kläranlage, PLANES, plant, septic, small, structures, tank, towns, treatment plant