Fixed Deposits Busbar DWG Block for AutoCAD

Fetching fixed barrage for drinking water in rural

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

scale:, Pre-filter detail, Metal, Perforated pvc salt, Cm, Cm, Wooden baffle, Tarragon-treated wood ataglia, Dishwasher, Tarragon-treated wood ataglia, Fixed bar, Clean channel, entry, Bronze basket, Entrance holes, Accessories box, your B. Prefilter input, Diam., Cant, accessory, departure, Gate valve pvc sap, Overflow cleaning, Clean pipe, Overflow cone, Elbow pvc sap, Elbow pvc sap, Esc, Sole, concrete, Fixed bar, your B. Pvc, N.a., Esc, Esc, Sole, concrete, Esc, Esc, Fixed bar, N.a., Sole, concrete, Foundation, Esc, your B. Perforated, Esc, your B. Pvc grid input, Esc, Esc, Tarragon-treated wood ataglia, Sole, Esc, concrete, Tarragon-treated wood ataglia, Clean channel, Pipe in two rows, Pvc sap clean pipe, concrete, gravel, gravel, Small stone, your B. Income of, your B. Perforated, Metal, Pvc sap outlet pipe, Pvc, your B. Output, Pvc sap adapter, Wall of prosecution, Esc, Esc, your B. Pvc grid input, Esc, Esc, Pvc, your B. Output, concrete, draft:, flat:, Location:, Plant details capturing fixed barge, approved by:, date:, scale:, sheet:, Community tunquimayo district ocobamba province the convention dpto cusco, Indicated, March, Ing., produced by:, Ing., Reconstruction of the basic environmental sanitation system in the district community of ocobamba convention, District municipality of ocobamba, Maintenance office

Raw text data extracted from CAD file:

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Perforada PVC SAL D=6″ \A1; \A1;Piedra de 2″ e=5 cm \A1;Gravilla e=17 cm \A1;Piedra de 2″ e=20 cm 5 5 5 5 5 5 5 Bafle de Madera ESC.1/15 5 5 Ataglia de madera tratada con brea BAFLE EN CANAL DE LIMPIA ESC.1/15 Ataglia de madera tratada con brea 0.80×0.90×1.5″ 5 5 1.5″ Barraje fijo Canal de Limpia 2% 5 INGRESO Canastilla de Bronce 01 Orificios de ingreso 04 CUADRO DE ACCESORIOS Tub. de ingreso de Prefiltro 01 1 DIAM. CANT. ACCESORIO N° SALIDA 4 2″ 2 Valvula de Compuerta PVC SAP 1.5″ 1.5″ 7 9 LIMPIEZA Y REBOSE Tuberia de limpia Cono de Rebose 01 01 Codo PVC SAP 45º 6 4″-3″ 3″ 3″ 1″-3″ 8 Codo PVC SAP 90° 01 3″ \LCORTE A-A Esc 1/50 1,455.91.m 1,456.06m 1,456.88m Solado Cº 1:12 (C:H) Concreto Fc=210kg/cm2 Barraje fijo Tub. PVC D=1″ 5 5 2% 5 1,456.00m 5 5 1,457.50m 1,455.79m 1,456.79m 1,456.93m N.A. 5 \A1;1 \A1;1 5 5 F’c=140kg/cm2+30%PG 5 5 5 5 5 5 5 5 5 \LPLANTA Esc 1/50 \LCORTE A-A Esc 1/50 Solado Cº 1:12 (C:H) Concreto Fc=210kg/cm2 \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m 5 \LPLANTA Esc 1/50 5 5 5 5 5 5 5 \LCORTE C-C Esc 1/50 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 F’c=210kg/cm2 Barraje fijo N.A. Solado Cº 1:12 (C:H) Concreto F’c=210kg/cm2 Cimentación Barraje Fijo 5 5 5 \LCORTE B-B Esc 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tub. perforada 6″ 5 1 2% 2% \LCORTE D-D Esc 1/50 2% F’c=210kg/cm2 6 1 2% 2% Tub. PVC ingreso D=2″ de Rejilla \LCORTE C-C Esc 1/50 5 5 5 5 5 5 5 5 F’c=210kg/cm2 \LCORTE D-D Esc 1/50 5 5 5 5 5 5 5 5 5 F’c=210kg/cm2 \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m 5 5 5 5 7 8 5 4 2 3 7 6 Ataglia de madera tratada con brea 5 F’c=210kg/cm2 Solado Cº 1:12 (C:H) 5 5 \LCORTE B-B Esc 1/50 5 5 5 5 5 5 Concreto F’c=210kg/cm2 \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m 5 \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m 5 5 5 Ataglia de madera tratada con brea 0.80×0.90×1.5″ 5 5 5 5 5 Canal de Limpia 2% Tuberia Ø 1″ a 10cm en dos hileras 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B 5 5 5 5 5 B C 5 Tuberia de limpia PVC SAP \U+00D8 3″ \A1;Tapa de C\U+00BAA\U+00BA 0.60×0.70 C 5 \A1;Tapa concreto 0.60×0.60m Gravilla Grava 1/2″-1″ Piedra chica 1″-2″ 2% \A1;Tapa de C\U+00BAA\U+00BA 0.50×0.60 2% 2% 2% 2% Tub. Ingreso de 2″ Tub. perforada 6″ \A1;Rejilla metalica D= \S1/2;\H1.429x;”\fArial|b0|i0|c0|p34;,\fArial|b0|i0|c238|p34; e= \H0.9997x;1.5″ D D 3″ 3″ 3″ 3″ 1″ 1″ 1″ 1″ 2% Tuberia de Salida PVC SAP \U+00D8 1.5″ 6 1 3 9 7 5 4 5 5 PVC \U+00F8 1 1/2″ Tub. de salida 01 3 Adaptador PVC SAP 1.5″ 02 3 2 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE ENCAUSAMIENTO MURO DE ENCAUSAMIENTO 5 \LCORTE C-C Esc 1/50 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 F’c=210kg/cm2 5 1 2% 2% \LCORTE D-D Esc 1/50 2% F’c=210kg/cm2 6 1 2% 2% Tub. PVC ingreso D=2″ de Rejilla \LCORTE C-C Esc 1/50 5 5 5 5 5 5 5 5 F’c=210kg/cm2 \LCORTE D-D Esc 1/50 5 5 5 5 5 5 5 5 5 F’c=210kg/cm2 \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m \A1;Ø\S3/8;”@0.20m 5 5 5 5 7 8 5 4 2 3 7 6 PVC \U+00F8 1 1/2″ Tub. de salida 3 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Tapa concreto 0.40×0.40m PROYECTO: PLANO: UBICACION: PLANTA Y DETALLES – CAPTACIÓN DE BARRAJE FIJO aprobado por: FECHA: ESCALA: LAMINA: COMUNIDAD : TUNQUIMAYO DISTRITO : OCOBAMBA PROVINCIA : la convencion DPTO : CUSCO INDICADA MARZO 2014 ing. elaborado por: ing. “MANTENIMIENTO Y RECONSTRUCCIÓN DEL SISTEMA DE SANEAMIENTO AMBIENTAL BASICO EN LA COMUNIDAD DE TUNQUIMAYO, DISTRITO DE OCOBAMBA – LA CONVENCIÓN – CUSCO”. C-01 municipalidad distrital de ocobamba OFICINA DE MANTENIMIENTO -OMSABA