Septic Tank DWG Detail for AutoCAD

details of the well or septic tank with table of dimensions includes details fescue and grease trap

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

min., scale:, flat:, e.g., drawing:, date:, observations:, arq dayro sanchez grove, owner, Work: details tank box, contains:, design:, sections dimensions, people, camera, water well, minimum, removable lid, driving tube, rod each, concrete block, concrete, concrete is, employ concrete should carry, rod each in, both senses, in both ways, partition wall, field trip, of infiltration, absorption well, minimum, rod each, in both directions wire, of spikes spaced each, water level, min., min., cross-section, minimum, driving tube, dimensions, note:, the bottom plate the inner walls of the tank, the surface with pure cement grout., a plaster of mm. thick smoothing at the end, for any kind of material you should carry, removable lid, absorption well, of infiltration, field trip, septic tank plant, barbed wire spaced each, rods will be placed each in both directions., the deck will be built in concrete, note:, dimensions, camera, septic, tank outlet, plant, septic tank detail, fat trap detail, section, concrete f’c:, glazed plaster, removable lid, hook, laundry, comes from kitchen, hook, plate of, of thickness, dimensions, do not. people, chap. effective, section, hook, plate of, of thickness, in the background the canuelas must be formed, half pipe that are necessary, plate of, hook, sup. int ext. waterproofed with, fine plaster enameled with cemto. pure, top plant, Inspection box detail, variable, concrete f’c:, They are, galvanized iron nipple, concrete fund, projection walls, galvanized iron nipple, variable, in the background the canuelas must be formed, half pipe that are necessary, pipe projection, concrete fund, concrete f’c:, hook, galvanized iron nipple, sup. int ext. waterproofed with, fine plaster enameled with cemto. pure, cover in particular, junction box, grease trap inspection box, schemes, typical scarves, dayro sanchez grove, architect, d.s.a. architecture, projection walls, detail, do not.

Raw text data extracted from CAD file:

\A1;0.075 \A1;0.10 \A1;a \A1;c \A1;0.10 \A1;0.10 \A1;D \A1;H \A1;0.10 \A1;0.10 \A1;0.35 \A1;O.40 \A1;0.35 \A1;O.40 \A1;0.15 Min. \A1;0.30 \A1;0.10 \A1;b \A1;0.10 \A1;0.10 \A1;a \A1;c \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.75 \A1;0.30 \A1;0.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;H \A1;<0.10 \A1;0.10 \A1;A \A1;0.10 \A1;0.10 \A1;A \A1;0.10 \A1;0.10 \A1;A \A1;0.10 \A1;0.30 \A1;0.075 \A1;0.15 \A1;0.15 \A1;D \A1;0.20 \A1;L \A1;0.10 \A1;0.10 \A1;L \A1;0.10 \A1;0.10 \A1;0.10 \A1;L \A1;0.10 \A1;L \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.10 ESCALA: PLANO: E.M.G. MAY/2002 DIBUJO: FECHA: OBSERVACIONES: 1:10 1 / 1 ARQ. DAYRO SANCHEZ ARBOLEDA PROPIETARIO : OBRA: DETALLES TANQUE SEPTICO, CAJA DE EMPALME, CONTIENE: DISENO: DETALLES, PLANTAS, SECCIONES Y DIMENSIONES PERSONAS 20 5 10 40 60 100 150 200 350 0.5 1.00 2.00 4.00 6.00 10.00 15.00 20.00 35.00 m 2 0.8 1 2 2 3 4 5 5 7 0.7 1 1 2 2 2.5 3 4 5 0.5 0.9 1 1 1.5 2 2.5 3.5 2.5 0.7 1 1 2 2 2.5 3 4 5 Camara A Camara B a b c b d Pozo D S.m2. V.m3. 1.20 1.00 1.20 1.25 1.20 1.40 1.20 1.45 1.20 1.50 1.20 1.55 1.20 1.60 1.20 1.65 1.20 1.70 0.84 1.40 1.50 2.50 3.00 5.01 6.00 10.02 9.00 15.03 15.00 25.05 22.50 37.57 30.00 50.10 52.50 87.67 0.075 MINIMO TAPA REMOVIBLE TAPA REMOVIBLE TAPA REMOVIBLE TUBO CONDUCCION VARILLA d 3/8" CADA 0.20 LADRILLO, BLOQUE DE CONCRETO CONCRETO 1:2.4 O CONCRETO 1:2:4 (CUANDO SE EMPLEA CONCRETO DEBERA LLEVAR VARILLA d 3/8" CADA 0.20 EN AMBOS SENTIDOS EN AMBOS SENTIDOS TABIQUE DIVISORIO SALIDA AL CAMPO DE INFILTRACION O POZO DE ABSORCION d 4" MINIMO VARILLA d 1/2" CADA 0.30 EN AMBOS SENTIDOS O ALAMBRE DE PUAS ESPACIADO CADA 0.15 0.10 a c 0.10 0.10 D H NIVEL DE AGUA 0.10 0.10 0.35 0.35 O.40 0.025 MIN. O.40 0.15 Min. 0.30 d 4" d 4" 0.10 CORTE TRANSVERSAL d 4" MINIMO TUBO CONDUCCION DIMENSIONES a : c : D : H : NOTA: LA PLACA DE FONDO Y LAS PAREDES INTERIORES DELTANQUE LA SUPERFICIE CON LECHADA DE CEMENTO PURO. UN REVOQUE DE 5 MM. DE ESPESOR ALISANDO AL FINAL PARA CUALQUIER TIPO DE MATERIAL UTILIZADO, DEBERA LLEVAR TAPA REMOVIBLE POZO DE ABSORCION DE INFILTRACION O SALIDA AL CAMPO d 4" d 4" 0.10 b a 0.10 0.10 c 0.10 0.30 0.50 5 0.30 0.50 0.10 PLANTA TANQUE SEPTICO O ALAMBRE DE PUAS ESPACIADO CADA 0.15 SE COLOCARAN VARILLAS d 1/2" CADA 0.30 EN AMBOS SENTIDOS. LA CUBIERTA SE CONSTRUIRA EN CONCRETO 1:2:4. NOTA: DIMENSIONES b : c : a : 0.30 H 2.05 2.00 1.95 1.75 1.90 1.85 1.80 1.60 1.35 1.70 6 0.85 0.8 0.75 0.8 1.20 1.10 1.45 1.00 8 0.95 0.9 0.9 0.9 1.20 1.20 1.55 2.00 1.30 m 0.6 2 m 0.8 2 12 14 1.20 1.40 1 1.05 1 1.10 1 1.05 1 1.15 1.20 1.20 1.30 1.35 1.65 1.70 3.75 3.00 1.80 2.10 CAMARA A CAMARA B ESC:1:10 ESC:1:10 0.10 H <0.10 0.10 A 0.10 0.10 0.10 A 0.10 A 0.10 SEPTICO SALIDA A TANQUE d 4" 0.30 0.075 0.15 0.15 D d 4" PLANTA ESC:1:10 DETALLE TANQUE SEPTICO DETALLE TRAMPA DE GRASAS SECCION ESC:1:10 CONCRETO f'c: REVOQUE ESMALTADO 175 Kg/cm2 TAPA REMOVIBLE GANCHO d 5/8" Y LAVADERO VIENE DE COCINA d 4" GANCHO d 5/8" d 4" PLATINA DE 3/16" DE ESPESOR 0.04 0.05 0.01 0.01 0.05 0.04 100 40 80 60 50 30 20 15 25 10 60 0.1840 0.4210 0.3430 0.2740 0.2200 60 75 70 65 60 75 70 65 60 55 50 50 DIMENSIONES APROX.(cm) 0.1660 0.1250 0.1200 0.1480 0.1125 55 50 48 D A 53 45 53 50 90 105 100 95 90 85 80 78 H 83 75 No. PERSONAS (M3) CAP. EFECT. SECCION ESC:1:10 GANCHO d 5/8" PLATINA DE 3/16" DE ESPESOR EN EL FONDO SE DEBEN CONFORMAR LAS CANUELAS A MEDIO TUBO QUE SEAN NECESARIAS PLATINA DE 3/16" GANCHO d 5/8" SUP. INT Y EXT. IMPERMEABILIZADAS CON REVOQUE FINO ESMALTADO CON CEMTO. PURO 0.10 ESC:1:10 L PLANTA TAPA L 0.10 0.20 0.10 0.10 L 0.10 0.10 L 0.10 0.05 0.04 0.01 0.04 0.05 0.01 DETALLE CAJA DE INSPECCION VARIABLE VARIABLE 0.01 0.05 0.04 175 Kg/cm2 CONCRETO f'c: d 3/8" L:0.15 SON 12 3 d 3/8" (Proyeccion) NIPLE 3/4" HIERRO GALVANIZADO FONDO EN CONCRETO f'c:175 kg/cm2 3 d 3/8" PROYECCION PAREDES NIPLE 3/4" HIERRO GALVANIZADO VARIABLE VARIABLE EN EL FONDO SE DEBEN CONFORMAR LAS CANUELAS A MEDIO TUBO QUE SEAN NECESARIAS PROYECCION TUBERIA FONDO EN CONCRETO f'c:175 kg/cm2 0.40 0.40 0.10 0.20 0.10 0.10 175 Kg/cm2 CONCRETO f'c: GANCHO d 5/8" 3 d 3/8" (Proyeccion) 3 d 3/8" NIPLE 3/4" HIERRO GALVANIZADO SUP. INT Y EXT. IMPERMEABILIZADAS CON REVOQUE FINO ESMALTADO CON CEMTO. PURO TAPA EN CONCRETO CAJA DE EMPALME CAJA DE INSPECCION Y TRAMPA DE GRASAS ESQUEMAS CANUELAS TIPICAS DAYRO SANCHEZ ARBOLEDA ARQUITECTO calle32E No.65B-34 telefono:2655177 medellin-colombia D.S.A. ARQUITECTURA ESC:1:10 PROYECCION PAREDES DETALLE S'(x0.10) No.