Septic Tank And Well Percolator DWG Detail for AutoCAD

Septic Tank And Well Percolator DWG Detail for AutoCAD

TREATMENT SYSTEM DETAILS SEPTIC TANK AND WELL PERCOLATOR

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

av. elmer faucett, callao, peru, construction of the educational institution primary level, lomas-ventanilla-callao, bricks, open joints, for inspection, reinforced concrete slab, poor mortar, brick outline, open joints, projection, box of distribution, plant, elevation, elevation of the entrance to, must be at the same elevation, note, detail, note :, boulder with, brick screen, comes from sewer network, section c – c, water level , cut a – a, septic tank plant, b -b cut, typical plant absorption well, typical detail absorption well, scale :, date :, rev., aprob., dib., cod. proy., design :, plane :, details septic tank and well percolacion, indicated, var., niv. garden, concrete cover, bricks k.k., exit, recess in concrete, income, cut to -a

Raw text data extracted from CAD file:

\A1;.075 \A1;.60 \A1;.075 \A1;.75 \A1;.075 \A1;.60 \A1;.075 \A1;.75 \A1;R1.50 \A1;R1.90 \A1;R0.30 \A1;0.30 Av. ELMER FAUCETT TEL.: 575 5533 CALLAO , PERU 3970 \A1;0.30 \A1;0.15 \A1;0.30 \A1;2.83 \A1;0.15 \A1;0.30 \A1;1.12 \A1;1.56 \A1;0.15 \A1;4.40 \A1;0.15 \A1;2.45 \A1;0.15 \A1;0.15 \A1;1.30 \A1;0.15 \A1;0.70 \A1;0.15 \A1;1.30 \A1;0.15 \A1;0.15 \A1;1.30 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.15 \A1;3.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.60 \A1;0.15 \A1;1.80 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 CONSTRUCCION DE LA INSTITUCION EDUCATIVA NIVEL PRIMARIA Y SECUNDARIA IE N° 5123 FRANCISCO BOLOGNESI LAS LOMAS-VENTANILLA-CALLAO \A1;0.30 \A1;0.96 \A1;1.60 \A1;4.02 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.15 \A1;3.00 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.33 \A1;0.25 \A1;0.08 \A1;0.40 \A1;0.25 \A1;0.35 \A1;0.07 \A1;0.08 \A1;0.07 \A1;1.30 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.20 \A1;0.10 e = .075 ESPESOR = .15 cm f'c = 175 kg/cm2 LADRILLOS DE JUNTAS ABIERTAS LADRILLOS DE \A1;TAPA DE CONCRETO PARA INSPECCION LOSA DE CONCRETO ARMADO MORTERO POBRE ENTRADA ø 4" JUNTAS ABIERTAS MALLA ø 3/8" @ .30 CONTORNO DE LADRILLOS DE JUNTAS ABIERTAS PROYECCION \A1;TAPA DE CONCRETO PARA INSPECCION ENTRADA ø 4" ENTRADA ø6" ENTRADA ø6" S = 2 % SALIDA ø6" Escala 1 / 25 CAJA DE DISTRIBUCION Escala : 1 / 25 .075 .60 .075 .75 PLANTA .075 .60 .075 .75 .40 ELEVACION La elevación de la entrada a 5 cm sobre las salidas, estas deben estar a la misma elevación NOTA PVC ø 6" PVC ø 4" PVC ø 4" PVC ø 4" PVC ø 4" .10 .05 PVC ø 4" PVC ø 6" MORTERO POBRE CONCRETO fc = 60 kg/cm2 CONCRETO fc = 60 kg/cm2 Junta de dilatación de 1/2" Detalle Ventilación d4" (Ver Plno U-01) Ventilación d4" Ventilación d4" Ventilación d4" ENTRADA ø6" A B A NOTA: LA NAPA FREATICA SE ENCUENTRA A MAS DE 3m. DE FONDO DEL POZO DE ABSORCION CANTO RODADO CON CANTO RODADO CON PANTALLA DE LADRILLO e = .075 VIENE DE RED DE DESAGUE SALIDA Ø6" A TQ. SEPTICO Nº 1 ø6" PVC ø6" PVC INGRESO Ø6" PVC PLANTA SECCION C - C CAJA DE DISTRIBUCION NIVEL DE AGUA CORTE A - A PLANTA TANQUE SEPTICO CORTE B -B Escala 1 / 25 Escala 1 / 25 Escala 1 / 25 5 5 5 PLANTA TIPICA POZO DE ABSORCION Escala 1 / 25 Escala 1 / 25 DETALLE TIPICO POZO DE ABSORCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C C 5 5 5 5 5 5 5 A DE 09 07 Escala: Fecha: Rev. Aprob. Dib. IS Cod. Proy. Diseño: Plano: DETALLES TANQUE SEPTICO Y POZO PERCOLACION Indicada A1 NIVEL DE AGUA N. + 102.00 N. + 102.15 N. + 102.00 N. + 102.00 5 5 N. + 102.00 N. + 100.80 N. + 100.50 \A1;7.30 5 5 5 5 5 5 5 5 5 0.25 0.25 VOL. = 39.30 M3 VOL. = 39.30 M3 5 5 5 5 5 5 5 5 5 5 Nº 1 N. + 100.80 \A1;0.15 \A1;0.80 SALIDA Ø6" A TQ. SEPTICO Nº 2 N. + 99.02 N. + 98.90 N. + 102.30 N. + 102.00 VAR. N. + 100.50 N. + 99.75 N. + 99.75 5 N. + 100.40 N. + 96.38 Ø 4" PVC MURO CONCRETO f°c=140 kg/cm 2 NIV. JARDIN N + 102.00 TAPA DE CONCRETO LADRILLOS K.K. S=5% SALIDA ASAS DE FE. 3/8" Ø LISO PERFORACIONES 1"Ø REBAJE EN CONCRETO INGRESO Ø 4" PVC 2 f`c=140 Kg/cm 5 5 5 5 5 5 Escala 1 / 25 CAJA DE DIST. Nº 2 Y 3 CORTE A -A Escala 1 / 25 Ø 4" PVC Ø 4" PVC 5 5 N + 100.54 1.36 Ø 4" PVC A Ø 3/8" @ .20 Ø 3/8" @ .20 B

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	à gaz, agua, autocad, DETAIL, details, DWG, gas, híbrido, hybrid, hybrides, l'eau, reservoir, septic, septic tank, system, tank, tanque, treatment, wasser, water