Septic Tank – Percolated DWG Block for AutoCAD

Septic Tank – Percolated DWG Block for AutoCAD

septic – percolate.

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

free, Pvc sap, Pvc sap, Pvc sap, Mailbox of, inspection, King kong from the second row seated rope, King kong of the first row seated of head, Floor view of, Dosing tank, volume, Septic tank plant view, Distribution box, Plant view, Plan view of the well, Percolation, Typical for liquid filtration, Of King Kong seated on rope, With mortar, Percolation well, Wall detail, Concrete fill, For pipe pass, inspection, Mailbox of, Gravel, Longitudinal section of the well, Inspection, Gravel, Concrete ring with, King kong of the row seated of head, Pvc sap, Percolation, King kong brick from the row seated rope, Gravel, detail, Pvc, Septic volume, Longitudinal section of tank, Sanitary tee pvc sap, Pvc sap, Dosing tank, Cut of the, Low water line, Inspection, Distribution box, Floor view of the, Cut of the, Distribution box, Gravel gravel, Inspection, Ntn, tank, section, Esc, plant, your B. Output, your B. Overflow, A.f., Floater, A.f., Floater, With poor concrete, Poor concrete base, detail, Affirmed compacted, With waterproofing, Cistern percolator, design:, scale:, drawing:, Ministry of Education, Primary hygiene services, Slopes of chillon iii step stone bridge, promotion girl:, owner:, flat:, draft:, Location:, consultant:, International plan, EC, sheet:, date:, archive:, June, June, archive:, date:, EC, International plan, Slopes of chillon iii step stone bridge, scale:, septic tank, consultant:, Location:, draft:, flat:, owner:, promotion girl:, Primary hygiene services, Ministry of Education, drawing:, Adolfo Rodriguez Guevara, design:, sheet:, background, Of income, entry, departure, entry, Poor concrete, Exit border, Adolfo Rodriguez Guevara

Raw text data extracted from CAD file:

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\A1;2.00 \A1;.40 \A1;.80 \A1;.35 \A1;.10 \A1;.45 \A1;.05 \A1;.10 \A1;.30 \A1;.20 \A1;.10 \A1;.80 \A1;.80 \A1;.05 \A1;.30 \A1;1.00 \A1;.15 \A1;.20 \A1;.20 \A1;.40 PVC SAP d4" S= 1% -20.07665541197022 -20.07665541197022 -19.97665541197023 -19.97665541197023 -20.07665541197022 -20.07665541197022 -19.97665541197023 -19.97665541197023 -20.07665541197022 -20.07665541197022 -19.97665541197023 -20.07665541197022 -20.07665541197022 -20.07665541197022 -20.17665541197022 -20.07665541197022 -20.07665541197022 -20.07665541197022 PVC SAP d4" S= 1% -31.00361703474883 -31.00361703474883 -31.00361703474883 PVC SAP d4" S = 1% PVC SAP d4" S = 1% -31.00361703474883 -30.94716038323955 -30.94716038323955 -31.00361703474883 -30.79871322418114 -30.79871322418114 BUZON DE INSPECCION .60x.60 \A1;LADRILLO KING KONG A PARTIR DE LA SEGUNDA HILERA ASENTADO DE SOGA \A1;LADRILLO KING KONG DE LA PRIMERA HILERA ASENTADO DE CABEZA VISTA EN PLANTA DEL TANQUE DE DOSAJE VOLUMEN 12.75m3 VISTA EN PLANTA TANQUE SEPTICO CAJA DE DISTRIBUCION VISTA EN PLANTA VISTA EN PLANTA DEL POZO DE PERCOLACION -31.00361703474883 -31.07861703474887 -31.07861703474887 -32.1204187455175 \A1;JUNTA 9mm TIPICO PARA FILTRACION DE LIQUIDOS \A1;LADRILLO DE KING KONG ASENTADO DE SOGA \A1;ASENTADO CON MORTERO 1:5 DE POZO DE PERCOLACION DETALLE N°2 MURO RELLENO CON CONCRETO PARA PASE DE TUBERIA .60x.60 INSPECCION BUZON DE \A1;GRAVA ó RIPIO DE 1/2" a 1"d -27.62412239792835 CORTE LONGITUDINAL DEL POZO DE \A1;BUZON DE INSPECCION 0.60d -27.62412239792835 -27.62412239792835 -27.62412239792835 -27.62412239792835 \A1;GRAVA ó RIPIO DE 1/2" a 1"d ANILLO DE CONCRETO f'c=140Kg/cm2 DE 0.15x0.15 CON 2d3/8" s d1/4" @ .30 \A1;LADRILLO DE KING KONG DE LA 1° HILERA ASENTADO DE CABEZA PVC SAP d4" S= 1% -27.62412239792835 -27.62412239792835 -27.62412239792835 PERCOLACION -27.62412239792835 -27.62412239792835 -27.62412239792835 -27.62412239792835 LADRILLO DE KING KONG A PARTIR DE LA 2° HILERA ASENTADO DE SOGA \A1;GRAVA ó RIPIO DE 1/2" a 1"d -27.62412239792835 \A1;VER DETALLE \A1;CODO PVC 6"x90° SEPTICO VOLUMEN 12.75m3 -18.0041534505603 CORTE LONGITUDINAL DEL TANQUE -18.68132042065145 -18.68132042065145 -18.68132042065145 -18.68132042065145 -18.68132042065145 TEE SANITARIA d4" PVC SAP TEE SANITARIA d4" PVC SAP S= 1% PVC SAP d4" -18.0041534505603 -18.78355999765802 -18.83355999765803 -18.68132042065145 \A1;VENTANA .15x.15 -18.68132042065145 -18.0041534505603 -18.68132042065145 -18.68132042065145 TANQUE DE DOSAJE CORTE DEL -12.93359862725794 -12.93359862725794 -12.93359862725794 -12.93359862725794 Linea de aguas bajas \A1;TAPA DE INSPECCION -12.93359862725794 -12.93359862725794 -12.93359862725794 -12.93359862725794 -12.93359862725794 -12.93359862725794 -12.93359862725794 -18.0041534505603 -18.0041534505603 -18.0041534505603 -18.0041534505603 -18.83355999765803 CAJA DE DISTRIBUCION VISTA EN PLANTA DE LA -18.83355999765803 -18.0041534505603 -18.0041534505603 S= 2% CORTE DE LA CAJA DE DISTRIBUCION -31.00361703474883 -31.00361703474883 -31.00361703474883 GRAVA O RIPIO DE 1/2"a1"d -20.07665541197022 -20.07665541197022 -20.07665541197022 -18.83355999765803 -18.83355999765803 \A1;CONCRETO 1:10+30%P.G. -27.05136197493491 -18.83355999765803 \A1;TAPA DE INSPECCION -18.83355999765803 -18.83355999765803 NTN +97.00 -30.54201830604615 -18.78355999765802 -43.1016050028617 CISTERNA (V=7.20m3) SECCION A-A -43.30160500286169 -44.25600939767972 -43.30160500286169 -43.30160500286169 -43.30160500286169 -44.25600939767972 -43.1016050028617 -44.25600939767972 -44.25600939767972 -43.60692681970451 -43.30160500286169 -43.30160500286169 ESC 1/25 -44.45677085833751 -44.45677085833751 -43.1016050028617 -43.1016050028617 -43.1016050028617 -44.45677085833751 -42.85677085833751 -44.45677085833751 -44.45677085833751 PLANTA -44.45677085833751 -44.45677085833751 -44.45677085833751 -44.45677085833751 -43.34109672431714 -44.45677085833751 A -44.45677085833751 -44.45677085833751 -43.30160500286169 A -44.25600939767972 -44.25600939767972 -44.25600939767972 -44.25600939767972 -44.25600939767972 -44.25600939767972 -44.25600939767972 -44.25600939767972 d1" TUB. DE SALIDA -44.25600939767972 TUB. REBOSE d4" \A1;VALVULA \A1;CANASTILLA \A1;d1" -44.18921196217119 -44.18921196217119 -44.25600939767972 \A1;INGRESA A.F. d1" \A1;VALVULA FLOTADORA \A1;INGRESA A.F. d1" \A1;VALVULA FLOTADORA -18.83355999765803 S=5% S=5% S=5% S=5% S=5% \A1;RELLENO CON CONCRETO POBRE BASE DE CONCRETO POBRE -41.72888178818974 -41.72888178818974 -41.72888178818974 DETALLE N°1 -18.83355999765803 \A1;RELLENO AFIRMADO COMPACTADO \A1;TARRAJEO CON IMPERMEABILIZANTE CISTERNA Y POZO PERCOLADOR DISEÑO: ESCALA: DIBUJO: 1/25 IS-03.DWG MINISTERIO DE EDUCACION SERVICIOS HIGIENICOS - PRIMARIA LADERAS DE CHILLON III ETAPA - PUENTE PIEDRA PROMOTORA: PROPIETARIO: PLANO: PROYECTO: UBICACION: CONSULTOR: PLAN INTERNACIONAL - C.E N°5180 "ABRAHAM VALDELOMAR" IS-02 LAMINA: FECHA: ARCHIVO: JUNIO 2012 IS-04.DWG JUNIO 2012 ARCHIVO: FECHA: - C.E N°5180 "ABRAHAM VALDELOMAR" PLAN INTERNACIONAL LADERAS DE CHILLON III ETAPA - PUENTE PIEDRA ESCALA: TANQUE SEPTICO CONSULTOR: UBICACION: PROYECTO: PLANO: PROPIETARIO: PROMOTORA: SERVICIOS HIGIENICOS - PRIMARIA MINISTERIO DE EDUCACION DIBUJO: ADOLFO RODRIGUEZ GUEVARA DISEÑO: 1/25 IS-01 LAMINA: \A1;COTA FONDO +101.50 \A1;+95.28 \A1;COTA DE INGRESO +95.34 \A1;COTA INGRESO +95.28 \A1;COTA SALIDA +95.33 \A1;COTA INGRESO +95.28 \A1;NIVEL INGRESO +95.15 5 \A1;VENTILACION d4" F°N° \A1;MEZCLA POBRE DE CONCRETO S=2% S=2% \A1;+96.10 COTA SALIDA +95.37 \A1;+95.34 \A1;+95.33 ADOLFO RODRIGUEZ GUEVARA

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, excavation, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, septic, tank, wasser bestimmung, water