Septic Tank And Well Percolator DWG Section for AutoCAD

Plano septic tank used in Peru. Plants – Sections – Construction Details

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

National social compensation fund, minimum, variable, Pasco, Department:, Details distribution of flows, Cut elevation, Septic tank percolator well, scale, distribution system, Serv. hygienic, register machine, P. percolator, tank, septic, septic tank, long, height, width, dimensions, Percolating well, draft:, flat:, drawing:, Revised approved:, Vbb, design:, cut, scale, district:, Palcazu, Oxapampa, Santa Maria, sheet:, place:, Indicated, date:, scale:, province:, Cover projection, Concrete, Stuffing tape, Percolating well, minimum, Ground level, natural terrain, Stuffing tape, septic tank, variable, Tees, scale, cut, water level, Pvc output, Polished interior brushed, plant, scale, variable, Tees, cut, variable, water level, Detail wing, scale, Pvc tube, brick, Wall of, P.v.c. comes, Of distribution box, both senses, variable, mixture, Empty without, Cement sand, mixture, support, gravel, plant, variable, Concrete cover, scale, Corrugated handle, natural terrain, Concrete ring, Foncodes, Cooperation fund for social development, Ministry of women social development mimdes

Raw text data extracted from CAD file:

FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL \A1;.15 \A1;Variable \A1;.15 \A1;D \A1;6.00 \A1;.30 Minimo \A1;.10 \A1;.05 \A1;D \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.05 \A1;.10 \A1;.10 \A1;.05 \A1;0.30 \A1;.05 \A1;.05 \A1;.05 \A1;.10 \A1;. \A1;h \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.10 \A1;.30 \A1;Variable \A1;.10 \A1;.24 \A1;.10 \A1;.24 \A1;.60 \A1;.20 \A1;.60 \A1;.05 \A1;0.44 \A1;Variable \A1;0.44 \A1; .10 \A1;.24 \A1;.10 \A1;.15 \A1;.20 \A1;B \A1;2.50 \A1;L \A1;Variable \A1;L \A1;.15 \A1;.20 \A1;.30 \A1;.15 \A1;.30 \A1;.30 \A1;.10 \A1;.05 \A1;.10 \A1;.05 \A1;.15 \A1;.15 \A1;.30 \A1;.10 \A1;.15 \A1;H \A1;.50 \A1;.20 \A1;.30 \A1;.15 \A1;.10 \A1;.15 \A1;Variable \A1;B \A1;.15 .10 .24 .10 0.44 Variable 0.44 ESCALA1/25 D F”C = 175 KG/CM2 PASCO DEPARTAMENTO: DETALLES Y DISTRIBUCION DE CAUDALES PLANTA, ELEVACION , CORTE TANQUE SEPTICO Y POZO DE PERCOLADOR ESCALA 1/25 SISTEMA DE DISTRIBUCION 2.50 SERV. HIGIENICO 1 SERV. HIGIENICO 2 CAJA DE REGISTRO DE 12″ X 24″ P. PERCOLADOR TANQUE SEPTICO 6.00 TANQUE SEPTICO 1.80 1.00 1.40 H B L LARGO ALTURA ANCHO DIMENSIONES 1.80 2.20 h D POZO PERCOLADOR PROYECTO: PLANO: DIBUJO: REVISADO APROBADO: VºBº DISEÑO: CORTE X – X ESCALA 1/25 DISTRITO: PALCAZU OXAPAMPA SANTA MARIA JULIO, 2005 TP-01 LAMINA: LUGAR: INDICADA FECHA: ESCALA: PROVINCIA: PROYECCION TAPA DE CONCRETO DE .60 x.60 RELLENO GRAVA POZO PERCOLADOR .10 .30 Minimo NIVEL DEL TERRENO TERRENO NATURAL RELLENO GRAVA d 1/2″ TANQUE SEPTICO .15 .15 .15 d 3/8″ @ 0.30 d 3/8″ @ 0.25 L Variable L .30 .30 .15 .30 .20 .30 .10 TEES 4″ x 4″ .30 .20 .50 ESCALA 1/25 .05 .10 CORTE A- A Nivel de Agua H .15 d 4″ Salida PVC .15 FROTACHADO INTERIOR PULIDO .05 .10 PLANTA ESCALA 1/25 .15 .10 A d 3/8″ @ 0.20 C .15 B Variable .15 .10 .05 TEES 4″ x 4″ d 3/8″ @ 0.30 d 3/8″ @ 0.25 B CORTE C – C Variable .30 .30 .15 .30 .30 Nivel de Agua .15 .05 .05 .10 DETALLE ASA 0.30 d 3/8″ @ 0.20 ESCALA 1/20 .10 .05 .05 TUBO d 5/8″ PVC LADRILLO MURO DE P.V.C. d 4″ VIENE DE CAJA DE DISTRIBUCIÓN AMBOS SENTIDOS .10 .10 .30 h . d 3/8″ A .30 dC 3/8″ A .25 VARIABLE (Min: 0.30) .10 MEZCLA VACIO SIN CEMENTO : ARENA MEZCLA 1:5 .10 .05 SOPORTE .30 .05 GRAVA d 1/2″ PLANTA Variable D .24 .10 .24 .10 d 3/8″ A .20 TAPA DE CONCRETO ESCALA 1/25 .05 .20 .20 .60 .60 ASA d 1/2″ CORRUGADO X d 1/2 ” X TERRENO NATURAL ANILLO DE CONCRETO FONCODES FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL – MIMDES