Breaks Camera Camera Or Reducing Pressures DWG Block for AutoCAD

BREAKS- CAMERA OR CHAMBER REDUCING PRESSURES SYSTEM BASIC SANITATION, RURAL AREA OF MOUNTAIN RANGE ZONE – PLANT – CORTES

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

Waterproofing water, Technical specifications, Single concrete flooring, reinforcing steel, Outer tarring cm, Tarrajeo interior in contact with, concrete, system, Sub infrastructure management local district development omacha, Reynaldo vargas contreras, Construction water system drainage ticamayo, Valve chamber detail, scale:, cut, Concrete data, Cone of, Overflow, plant, scale:, N.a., Metal cap type, Overflow, Cone of, your B. from, departure, Concrete data, Outlet pipe, Proy. background, Input pipe, your B. from, entry, cut, scale:, Metal cap type, Cone of, Overflow, N.a., Output, Proy. Of tub., layer of, Pvc basket, layette, Concrete data, Cone of, Overflow, plant, scale:, Outlet pipe, Proy. background, Input pipe, Pvc basket, concrete, concrete, scale:, cut, Concrete data, Cone of, Overflow, plant, scale:, N.a., Metal cap type, Overflow, Cone of, your B. from, departure, Concrete data, Outlet pipe, Proy. background, Input pipe, your B. from, entry, cut, scale:, Metal cap type, Cone of, Overflow, N.a., Output, Proy. Of tub., layer of, Pvc basket, layette, concrete, concrete

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.10 AGUA + IMPERMEABILIZANTE e = 1.2 – 1.5cm ESPECIFICACIONES TECNICAS SOLADOS DE CONCRETO SIMPLE 1:12 ACERO DE REFUERZO Fy= 4200 kg/cm2 TARRAJEO EXTERIOR e = 1.5 – 1.2 cm TARRAJEO INTERIOR EN CONTACTO CON CONCRETO f c=250 kg/cm2 \A1;0.05 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.50 \T1.1;PROYECTO: \T1.1;SECTORES\fArial|b0|i0|c204|p34;: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;SUB SISTEMA 01 \T1.1;OMACHA \T1.1;PARURO \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;JUNIO 2011 \T1.1;JLENSO SUB GERENCIA DE INFRAESTRUCTURA Y DESARROLLO LOCAL \H2x;\W1.1;MUNICIPALIDAD DISTRITAL DE OMACHA \T1.1;ALCALDE: \W1.1;SR. \fArial|b0|i0|c0|p34;MARCOS REYNALDO VARGAS CONTRERAS \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;ESCALA: \T1.1;INDICADA D-03 CONSTRUCCION SISTEMA DE AGUA Y DESAGUE TICAMAYO \T1.1;JLENSO \W3.79524; DETALLE – CAMARA DE VALVULAS \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.50 A A’ ESCALA: 1/20 CORTE A-A’ 0.30×0.30×0.60 DADO DE CONCRETO CONO DE REBOSE PLANTA ESCALA: 1/20 B’ B N.A. TAPA METALICA TIPO TP-01 0.60X0.60 REBOSE CONO DE TUB. DE SALIDA 0.30×0.30×0.60 DADO DE CONCRETO TUBERIA DE SALIDA PROY. FONDO TUBERIA DE ENTRADA \A1;0.60 \A1;0.10 \A1;0.10 TUB. DE INGRESO \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 CORTE B-B’ \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 ESCALA: 1/20 TAPA METALICA TIPO TP-01 0.60X0.60 CONO DE REBOSE N.A. DE SALIDA PROY. DE TUB. CAPA DE C°S° CANASTILLA DE PVC 5 5 5 \A1;0.10 \A1;0.10 \A1;0.60 0.10 5 5 5 5 CANASTILLA \A1;0.10 \A1;0.10 \A1;0.10 A A’ 0.30×0.30×0.60 DADO DE CONCRETO CONO DE REBOSE PLANTA ESCALA: 1/20 B’ B TUBERIA DE SALIDA PROY. FONDO TUBERIA DE ENTRADA O 2″ \A1;0.60 \A1;0.10 \A1;0.10 CANASTILLA DE PVC \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 F’c=175 Kg/cm2 CONCRETO F’c=175 Kg/cm2 CONCRETO A A’ ESCALA: 1/20 CORTE A-A’ 0.30×0.30×0.60 DADO DE CONCRETO CONO DE REBOSE PLANTA ESCALA: 1/20 B’ B N.A. TAPA METALICA TIPO TP-01 0.60X0.60 REBOSE CONO DE TUB. DE SALIDA 0.30×0.30×0.60 DADO DE CONCRETO TUBERIA DE SALIDA PROY. FONDO TUBERIA DE ENTRADA \A1;0.60 \A1;0.10 \A1;0.10 TUB. DE INGRESO \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 CORTE B-B’ \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 ESCALA: 1/20 TAPA METALICA TIPO TP-01 0.60X0.60 CONO DE REBOSE N.A. DE SALIDA PROY. DE TUB. CAPA DE C°S° CANASTILLA DE PVC 5 5 5 \A1;0.10 \A1;0.10 \A1;0.60 0.10 5 5 5 5 CANASTILLA \A1;0.10 \A1;0.10 \A1;0.10 F’c=175 Kg/cm2 CONCRETO F’c=175 Kg/cm2 CONCRETO

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

Waterproofing water, Technical specifications, Single concrete flooring, reinforcing steel, Outer tarring cm, Tarrajeo interior in contact with, concrete, system, Sub infrastructure management local district development omacha, Reynaldo vargas contreras, Construction water system drainage ticamayo, Valve chamber detail, scale:, cut, Concrete data, Cone of, Overflow, plant, scale:, N.a., Metal cap type, Overflow, Cone of, your B. from, departure, Concrete data, Outlet pipe, Proy. background, Input pipe, your B. from, entry, cut, scale:, Metal cap type, Cone of, Overflow, N.a., Output, Proy. Of tub., layer of, Pvc basket, layette, Concrete data, Cone of, Overflow, plant, scale:, Outlet pipe, Proy. background, Input pipe, Pvc basket, concrete, concrete, scale:, cut, Concrete data, Cone of, Overflow, plant, scale:, N.a., Metal cap type, Overflow, Cone of, your B. from, departure, Concrete data, Outlet pipe, Proy. background, Input pipe, your B. from, entry, cut, scale:, Metal cap type, Cone of, Overflow, N.a., Output, Proy. Of tub., layer of, Pvc basket, layette, concrete, concrete

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.10 AGUA + IMPERMEABILIZANTE e = 1.2 – 1.5cm ESPECIFICACIONES TECNICAS SOLADOS DE CONCRETO SIMPLE 1:12 ACERO DE REFUERZO Fy= 4200 kg/cm2 TARRAJEO EXTERIOR e = 1.5 – 1.2 cm TARRAJEO INTERIOR EN CONTACTO CON CONCRETO f c=250 kg/cm2 \A1;0.05 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.50 \T1.1;PROYECTO: \T1.1;SECTORES\fArial|b0|i0|c204|p34;: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;UBICACION: \T1.1;FECHA: \T1.1;DISEÑO: \T1.1;PLANO: \T1.1;LAMINA: \T1.1;SUB SISTEMA 01 \T1.1;OMACHA \T1.1;PARURO \T1.1;CUSCO \T1.1;DIBUJO: \T1.1;JUNIO 2011 \T1.1;JLENSO SUB GERENCIA DE INFRAESTRUCTURA Y DESARROLLO LOCAL \H2x;\W1.1;MUNICIPALIDAD DISTRITAL DE OMACHA \T1.1;ALCALDE: \W1.1;SR. \fArial|b0|i0|c0|p34;MARCOS REYNALDO VARGAS CONTRERAS \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;ESCALA: \T1.1;INDICADA D-03 CONSTRUCCION SISTEMA DE AGUA Y DESAGUE TICAMAYO \T1.1;JLENSO \W3.79524; DETALLE – CAMARA DE VALVULAS \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.50 A A’ ESCALA: 1/20 CORTE A-A’ 0.30×0.30×0.60 DADO DE CONCRETO CONO DE REBOSE PLANTA ESCALA: 1/20 B’ B N.A. TAPA METALICA TIPO TP-01 0.60X0.60 REBOSE CONO DE TUB. DE SALIDA 0.30×0.30×0.60 DADO DE CONCRETO TUBERIA DE SALIDA PROY. FONDO TUBERIA DE ENTRADA \A1;0.60 \A1;0.10 \A1;0.10 TUB. DE INGRESO \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 CORTE B-B’ \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 ESCALA: 1/20 TAPA METALICA TIPO TP-01 0.60X0.60 CONO DE REBOSE N.A. DE SALIDA PROY. DE TUB. CAPA DE C°S° CANASTILLA DE PVC 5 5 5 \A1;0.10 \A1;0.10 \A1;0.60 0.10 5 5 5 5 CANASTILLA \A1;0.10 \A1;0.10 \A1;0.10 A A’ 0.30×0.30×0.60 DADO DE CONCRETO CONO DE REBOSE PLANTA ESCALA: 1/20 B’ B TUBERIA DE SALIDA PROY. FONDO TUBERIA DE ENTRADA O 2″ \A1;0.60 \A1;0.10 \A1;0.10 CANASTILLA DE PVC \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 F’c=175 Kg/cm2 CONCRETO F’c=175 Kg/cm2 CONCRETO A A’ ESCALA: 1/20 CORTE A-A’ 0.30×0.30×0.60 DADO DE CONCRETO CONO DE REBOSE PLANTA ESCALA: 1/20 B’ B N.A. TAPA METALICA TIPO TP-01 0.60X0.60 REBOSE CONO DE TUB. DE SALIDA 0.30×0.30×0.60 DADO DE CONCRETO TUBERIA DE SALIDA PROY. FONDO TUBERIA DE ENTRADA \A1;0.60 \A1;0.10 \A1;0.10 TUB. DE INGRESO \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 CORTE B-B’ \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 ESCALA: 1/20 TAPA METALICA TIPO TP-01 0.60X0.60 CONO DE REBOSE N.A. DE SALIDA PROY. DE TUB. CAPA DE C°S° CANASTILLA DE PVC 5 5 5 \A1;0.10 \A1;0.10 \A1;0.60 0.10 5 5 5 5 CANASTILLA \A1;0.10 \A1;0.10 \A1;0.10 F’c=175 Kg/cm2 CONCRETO F’c=175 Kg/cm2 CONCRETO