Septic Tank DWG Detail for AutoCAD

Detailes of construction septic tank

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

Sewage system, Pisha, Pamparomas, Ancash, Huaylas, Septic tank sector, scale, date, drawing, Cad system, Indicated, November, location, district, province, Department, draft, flat, sheet, Mimes, Ministry of women, social development, Foncodes, National social compensation fund, cut, scale, of water, cut, scale, scale, cut, of water, Tee pvc, cut, scale, entry, Tee pvc, Sludges, water level, Tee pvc, Septic tank plant, scale, air duct, entry, Pvc, Of ventilation, Plant septic tank structure, Sludge height, Tee pvc, of water, Concrete cover, scale, of water, water level, air duct, departure, Pvc, cut, scale, see detail, Circular foundation, Gravel fill, Circular beam, circular, see detail, Mm steel, Schematic treatment plant, Circular foundation, scale, scale, Column detail, scale, Circular beam detail, Estr., detail, Esc., Sheet gate, Sharp edge of the, Pvc pipe, Percolation well, scale, Comes from ss.hh., Pvc pipe, septic tank, Technical specifications, Reinforced concrete, Circular foundation, steel, Inspection, Percolation well plant, Vertical without mixing set, detail, circular, Without mortar, Of gravel, Roof slab, scale, scale, tube

Raw text data extracted from CAD file:

F O N C O D E S ALCANTARILLADO PISHA Pisha Pamparomas Ancash Huaylas TANQUE SEPTICO 25 M3 – SECTOR I Escala : Fecha : Dibujo : Sistema CAD Indicada Noviembre ’99 Localidad : Distrito : Provincia : Departamento : Proyecto : Plano : TS 1/1 Lamina : \A1;1.10 \A1;.48 \A1;0.80 \A1;.85 \A1;.16 \A1;1.70 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;1.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.16 \A1;.15 \A1;1.70 \A1;.15 \A1;1.70 \A1;1.10 \A1;.15 \A1;0.75 \A1;0.75 \A1;0.60 \A1;0.75 \A1;0.75 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.30 \A1;.85 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;.85 \A1;3.00 \A1;.30 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;.60 \A1;1.70 \A1;.15 \A1;.15 \A1;.15 \A1;1.70 \A1;2.00 \A1;.15 \A1;1.70 \A1;.15 \A1;.29 \A1;.30 \A1;0.75 \A1;0.75 \A1;.60 \A1;0.75 \A1;0.75 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;1.70 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.85 \A1;.15 \A1;.15 \A1;.15 \A1;.28 \A1;.10 \A1;.09 \A1;.21 \A1;.09 \A1;.10 \A1;2.40 \A1;1.50 \A1;1.25 \A1;.25 \A1;.20 \A1;.42 \A1;.35 \A1;.10 \A1;.60 \A1;3.90 \A1;3.00 \A1;.20 \A1;.20 \A1;.25 \A1;.30 \A1;.30 \A1;.25 \A1;.40 \A1;.25 \A1;.30 \A1;.25 \A1;.20 \A1;.006 \A1;.40 \A1;.40 MIMDES Ministerio de la mujer y Desarrollo Social FONCODES FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL \A1;1.70 \A1;2.40 \A1;1.20 \A1;0.20 \A1;0.25 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.15 <> <> 0.80 5 \A1;SOLADO F’c=100 Kg/Cm2 5 5 CORTE B-B Escala : 1/25 5 5 5 5 \A1;NIVEL DE AGUA 5 d3/8″@ 0.30 d3/8″@ 0.25 d3/8″@ 0.30 d3/8″@ 0.20 d3/8″@ 0.25 d3/8″@ 0.20 5 CORTE A-A Escala : 1/25 d3/8″@ 0.20 d3/8″@ 0.20 5 5 1.5% 5 5 5 5 Escala : 1/25 CORTE B-B 5 1.70 \A1;NIVEL DE AGUA 5 5 0.75 0.75 TEE d6″ PVC 0.60 0.75 0.75 5 5 5 5 CORTE A´- A´ 5 Escala : 1/25 5 5 5 5 5 5 5 5 5 \A1;d6″PVC INGRESO TEE d6″ PVC LODOS <> NIVEL DE AGUA TEE d6″ PVC PLANTA TANQUE SEPTICO 0.75 0.75 0.75 0.75 5 Escala : 1/25 TUBO DE VENTILACION d 3″PVC 5 A ENTRADA d6″ PVC 5 \A1;TUB. DE VENTILACION d 3″PVC 5 5 5 5 5 <> PLANTA TANQUE SEPTICO ESTRUCTURA 5 ALTURA DE LODOS TEE d6″ PVC \A1;NIVEL DE AGUA 5 5 d3/8″@ 0.20 d3/8″@ 0.30 0.75 TAPA DE CONCRETO 0.75 5 0.75 0.75 B 5 5 d3/8″@ 0.20 Escala : 1/25 d3/8″@ 0.20 \A1;1d 3/8 @ 0.30 d3/8″@ 0.20 \A1;NIVEL DE AGUA NIVEL DE AGUA TUBO DE VENTILACION d 3″PVC \A1; 5 .15 d3/8″@ 0.20 \A1; d3/8″@ 0.20 5 B´ 5 A 5 SALIDA d6″ PVC 5 5 B 5 A´ d1/2″ \A1; d1/2″ d1/2″ 5 5 d1/2″ 5 d1/2″ d1/2″ d3/8″@0.20 \A1; d1/2″ A´ 5 B´ 5 <> d3/8″@ 0.25 d3/8″@ 0.25 d3/8″@ 0.30 d3/8″@ 0.25 d3/8″@ 0.30 5 CORTE A-A Escala : 1/25 5 5 5 5 VER DETALLE CIMIENTO CIRCULAR RELLENO DE GRAVA VIGA CIRCULAR V-1 5 5 5 5 5 5 5 5 <> \A1;CIMIENTO CIRCULAR \A1;VIGA CIRCULAR 5 5 5 5 5 5 3/8″@.15 Amb/Sent VER DETALLE “C1″ \U+2205 3/8″@.25 \U+2205 5 5 5 DE ACERO DE 6 mm (1/4″) ESQUEMA PLANTA DE TRATAMIENTO CIMIENTO CIRCULAR Escala : 1/25 5 5 Escala : 1/10 F’c=175 Kg/cm2 Rto.@.25Amb./Ext. \A1;ESTR.d1/4″;2@.10;2@.15 DETALLE DE COLUMNA (C1) 5 5 F’c=140 Kg/cm2 F’c=175 Kg/cm2 Rto.@.25Amb./Ext. \A1;ESTR.d1/4″;2@.10;2@.15 5 Escala : 1/10 DETALLE VIGA CIRCULAR 4 \U+2205 1/2 ESTR. 1/4 5 DETALLE A ESC. 1/20 COMPUERTA EN CHAPA BORDE AFILADO DE LA .006 TUBERIA PVC d6″ POZO DE PERCOLACIÓN Escala : 1/100 VIENE DE SS.HH. TUBERIA PVC d6″ TANQUE SÉPTICO ESPECIFICACIONES TÉCNICAS CONCRETO ARMADO f’c=175 Kg/cm2 CIMIENTO CIRCULAR f’c=140 kg/cm2 ACERO FY=4200 Kg/cm2 d1/2″ 5 \A1;BUZON DE INSPECCIÓN 2.40 1.20 PLANTA POZO DE PERCOLACION A \A1;JUNTAS VERTICALES SIN FRAGUADO DE MEZCLA \A1;VER DETALLE C1 0.20 \A1;CIMIENTO CIRCULAR \A1;TABIQUERIA SIN MORTERO 0.25 0.15 \A1;RELLENO DE GRAVA A 1/2″@0.20Amb/Sent. LOSA DE TECHO Escala : 1/25 \U+2205 0.20 0.25 0.15 Escala : 1/25 TUBO F°F°d 6” 4 1/2 \A1;d \A1;d