Septic Tank And Well Percolator DWG Detail for AutoCAD

Contains construction details septic tank design of wastewater and percolation pit.

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

Concrete, Interconnection tube, Ventilation tube rises, entry, departure, elevation, water level, Tee pvc, Liquid level, Pvc ventilation, cut, entry, departure, water level, Inspection cap, Nt., cut, plant, septic tank, scale:, Septic tank inspection cap, scale:, cut, cut, register machine, Esc .:, plant, Clay brick of cm, Tarring or mixing, cut, Esc .:, polished concrete, Concrete floor, Half reed type, N.f, N.t, gravel, Comes from distribution box pvc input pipe, Cylindrical wall in the natural state, cut, Concrete, plant, scale, Architecture, scale, Well percolator structures, Cylindrical wall, Seated of bricks with mortar in horizontal joint, plant, Slabs walls cm, Columns: cm., Technical specifications, steel, concrete, Coatings, ground, Slabs septic tank background:, Septic tank walls:, Percolating well ring:, Lid registration box walls:, Percolating well cap:, Nt., gravel, Comes from distribution box pvc input pipe, Cylindrical wall in the natural state, cut, Esc., plant, Sole, Affirmed, Sole, Affirmed, drawing, scale, date, draft, professional, owner, flat, Location, sheet, Septic tank percolator well

Raw text data extracted from CAD file:

\A1;0.15 \A1;1.75 \A1;0.15 \A1;0.9 \A1;0.15 \A1;3.1 \A1;0.15 \A1;0.9 \A1;0.15 \A1;1.2 \A1;0.15 \A1;0.15 \A1;0.1 \A1;0.7 \A1;0.1 \A1;0.15 \A1;1.2 \A1;1 \A1;0.3 \A1;0.12 \A1;0.3 \A1;0.3 \A1;0.05 \A1;0.4 \A1;0.4 \A1;0.3 \A1;0.15 \A1;1.3 \A1;0.12 \A1;1.77 \A1;0.1 \A1;0.1 \A1;0.15 \A1;1.2 \A1;0.3 \A1;0.12 \A1;0.15 \A1;0.15 \A1;0.1 \A1;0.7 \A1;0.1 \A1;0.15 \A1;1 \A1;0.1 \A1;0.1 \A1;1.77 \A1;0.55 \A1;0.7 \A1;0.55 \A1;0.12 \A1;0.7 \A1;0.6 \A1;0.3 \A1;0.07 \A1;0.5 \A1;0.8 \A1;0.05 \A1;0.40 , 0.70 \A1;0.05 \A1;0.3 \A1;0.24 \A1;0.1 \A1;0.9 \A1;0.1 \A1;0.24 \A1;1.58 \A1;0.24 \A1;0.1 \A1;0.1 \A1;2 \A1;0.3 \A1;0.1 \A1;0.3 \A1;0.24 \A1;0.9 \A1;0.1 \A1;tapa de concreto 0.60×0.60 \A1;0.24 \A1;0.1 \A1;0.24 \A1;0.9 \A1;0.1 \A1;0.24 \A1;0.1 \A1;0.9 \A1;0.1 \A1;0.24 \A1;1.58 \A1;0.1 \A1;2.2 \A1;0.3 \A1;0.1 \A1;0.1 \A1;2 \A1;2.3 \A1;1.77 \A1;0.1 \A1;0.1 \A1;0.15 \A1;0.84 \A1;0.84 A A B B 5 5 5 5 5 5 5 5 5 5 Tubo de interconexion d4″ Sube tubo de ventilacion d4″ entrada d4″ salida d4″ ELEVACION 5 5 5 5 5 5 5 5 5 5 nivel de agua S=2% S=2% \A1;d\S1#2;”@.20 cm \A1;d\S1#2;”@.20 cm \A1;d\S1#2;”@.20 cm Tee d4″ PVC Tee d4″ PVC Tee d4″ PVC 5 5 5 5 Nivel liquido 5 5 5 5 5 5 5 5 Ventilacion d4″ PVC Ventilacion d4″ PVC CORTE A – A entrada d4″ salida d4″ 5 5 5 5 5 5 5 5 5 5 5 nivel de agua 5 5 Tapa de inspeccion Tapa de inspeccion Tapa de inspeccion \A1;d\S1#2;”@.20 cm NT. 0.00 5 5 5 CORTE B – B C C B B PLANTA TANQUE SEPTICO ESCALA: 1:25 TAPA DE INPECCION DE TANQUE SEPTICO ESCALA: 1:20 \A1;d\S1#2;”@.20cm CORTE C – C 5 5 \A1; d\S3#8;”@.15 cm \A1; d\S3#8;”@.15 cm CORTE B- B 5 CAJA DE REGISTRO T-1 ESC.: 1:20 PLANTA A A 5 5 Ladrillo de arcilla de canto de 9x14x24 cm Tarrajeo e=1.5 cm, mezcla 1:4 CORTE A – A ESC.: 1:20 5 5 0.40 , 0.70 5 5 \A1;d\S1/4;”@4 cm Cemento pulido Solado de concreto tipo media caña 0.5 0.8 N.F N.T 5 5 5 5 5 5 5 5 5 5 \A1;Relleno grava d\S1#2;” \A1;capa grava 5 Viene de caja de distribución Tuberia de ingreso d4″ PVC Pared cilindrica en estado natural \A1;Soporte CORTE C – C C C \A1;tapa de concreto 0.60×0.60 5 5 5 5 PLANTA ESCALA : 1/50 POZO PERCOLADOR ARQUITECTURA ESCALA : 1/50 POZO PERCOLADOR ESTRUCTURAS Ladrillo, pared cilindrica Asentado de ladrillos con mortero en junta horizontal 5 PLANTA \A1;d\S3#8;”@.25 \A1;d\S3#8;”@.25 Fy = 4200 Kg./Cm2 LOSAS Y MUROS 4.00 cm COLUMNAS: 3.0 Cm. ESPECIFICACIONES TECNICAS ACERO CONCRETO RECUBRIMIENTOS TERRENO t = 0.90 kg/cm2 LOSAS DE FONDO TANQUE SEPTICO: f`c = 210 Kg/cm2 MUROS TANQUE SEPTICO: f`c = 210 Kg/cm2 ANILLO POZO PERCOLADOR: f`c = 175 Kg/cm2 LOSA, TAPA Y MUROS DE CAJA DE REGISTRO: f`c = 175 Kg/cm2 TAPA DE POZO PERCOLADOR: f`c = 210 Kg/cm2 NT. 0.00 C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Relleno grava d\S1#2;” Viene de caja de distribución Tuberia de ingreso d4″ PVC Pared cilindrica en estado natural \A1;Soporte CORTE C – C \A1;d\S3#8;”@.25 \A1;d\S3#8;”@.25 5 ESC. 1/25 ESC. 1/25 PLANTA 5 5 5 SOLADO 1:10 AFIRMADO SOLADO 1:10 AFIRMADO 5 5 5 DIBUJO : ESCALA : 1 / 50 FECHA : PROYECTO : PROFESIONAL : PROPIETARIO : PLANO : UBICACIÓN LAMINA : TANQUE SEPTICO Y POZO PERCOLADOR