Well Percolation DWG Detail for AutoCAD

Details – Specifications – sizing

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

Cement, Size gravel, Stones, Project Of hollow, Project Of, Slab of concrete, Size gravel, Esc., Esc., Cut, Esc., Holes of, Interspersed, In mesh, Tub Of income, It comes from t. Septic, Esc., Tub Of income, It comes from t. Septic, Project Of hollow, Cement, Stones, Project Of, Slab of concrete, Esc., Size gravel, Esc., Cut, Holes of, Interspersed, In mesh, Tub Of income, It comes from t. Septic, Tub Of income, It comes from t. Septic, Tub Of income, It comes from t. Septic, Well of percolation, Surveyor:, Drawing:, Plane:, Elaborated:, Structure details, Scale:, Description:, Approved:, Revised:, Date:, June, Indicated, Sheet:, Code:, Municipality, Sewerage project, Aa.hh. San matin ii stage sector loneliness, Ing, Xxx, Of chancay, Well of percolation, Surveyor:, Drawing:, Plane:, Elaborated:, Structure details, Scale:, Description:, Approved:, Revised:, Date:, June, Indicated, Sheet:, Code:, Municipality, Sewerage project, Aa.hh. San matin ii stage, Ing, Xxx, Of chancay

Raw text data extracted from CAD file:

\A1;1.50 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;2.20 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.05 \A1;2.00 \A1;2.86 \A1;0.50 \A1;0.80 \A1;0.50 \A1;1.80 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.80 \A1;0.60 \A1;0.70 \A1;0.80 \A1;0.70 \A1;2.20 \A1;2.60 \A1;1.90 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.05 \A1;2.50 \A1;3.36 \A1;0.70 \A1;0.80 \A1;0.70 \A1;2.60 \A1;0.15 \A1;0.15 \A1;2.20 \A1;0.60 \A1;0.20 \A1;0.20 \A1;1.90 \A1;0.50 \A1;0.80 \A1;0.50 \A1;1.80 CEMENTO GRAVA DE TAMAÑO 3-5 cm PIEDRAS 5 5 5 5 5 5 PROY. DE HUECO PROY. DE LOSA DE CONCRETO 3-5 cm GRAVA DE TAMAÑO 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. ——————-1/20 P L A N T A ESC. —————1/20 CORTE A-A ESC. ———————–1/20 D E L O S A P L A N T A ORIFICIOS DE 1/2″ INTERCALADOS (Sin Relleno) d 1/4″ @.15 en malla A TUB. DE INGRESO D=4″ VIENE DE T. SEPTICO (.25x.25) 4Ø3/8″ e 1/4″@.15 4Ø3/8″ e 1/4″@.15 (.25x.25) 5 4Ø3/8″ Ø1/4″@.20 4Ø3/8″ e 1/4″@.15 (.25x.25) (.25x.25) 4Ø3/8″ e 1/4″@.15 5 ESC. ———————–1/20 D E L O S A P L A N T A 2 d 3/8″ 2 d 3/8″ 5 5 5 d 3/8″ @.15 5 A TUB. DE INGRESO Ø200mm VIENE DE T. SEPTICO PROY. DE HUECO A CEMENTO PIEDRAS PROY. DE LOSA DE CONCRETO 5 5 5 5 5 5 ESC. ——————-1/20 P L A N T A 3-5 cm GRAVA DE TAMAÑO 5 5 5 5 5 5 5 5 5 5 5 5 ESC. —————1/20 CORTE A-A ORIFICIOS DE 1/2″ INTERCALADOS (Sin Relleno) d 1/4″ @.15 en malla TUB. DE INGRESO Ø200mm VIENE DE T. SEPTICO (.25x.25) 4Ø3/8″ e 1/4″@.15 4Ø3/8″ e 1/4″@.15 (.25x.25) 5 4Ø3/8″ Ø1/4″@.20 4Ø3/8″ e 1/4″@.15 (.25x.25) (.25x.25) 4Ø3/8″ e 1/4″@.15 5 5 5 5 TUB. DE INGRESO Ø200mm VIENE DE T. SEPTICO 2 d 3/8″ 2 d 3/8″ 5 5 5 d 3/8″ @.15 5 TUB. DE INGRESO Ø200mm VIENE DE T. SEPTICO A POZO DE PERCOLACION TOPOGRAFO: DIBUJO: PLANO: ELABORADO: DETALLES DE ESTRUCTURA ESCALA: DESCRIPCION: APROBADO: REVISADO: FECHA: JUNIO 2007 INDICADA 4 HOJA: CODIGO: PP MUNICIPALIDAD PROYECTO DE ALCANTARILLADO AA.HH. SAN MATIN II ETAPA – SECTOR LA SOLEDAD Ing. XXX DE CHANCAY POZO DE PERCOLACION TOPOGRAFO: DIBUJO: PLANO: ELABORADO: DETALLES DE ESTRUCTURA ESCALA: DESCRIPCION: APROBADO: REVISADO: FECHA: JUNIO 2007 INDICADA 4 HOJA: CODIGO: PP MUNICIPALIDAD PROYECTO DE ALCANTARILLADO AA.HH. SAN MATIN I Y II ETAPA Ing. XXX DE CHANCAY