Sewerage – Details DWG Detail for AutoCAD

mConstructive system from sewerage system

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

cut, Removable screen elevation, Niv operation, Niv operation, Facultative lagoon, Towards pvc secondary lagoon, Anaerobic lagoon, Pvc pipe, Towards pvc secondary lagoon, Pvc pipe, Secondary lagoon, Niv dam, Niv background, Niv background, Secondary lagoon, Pvc pipe, Towards drain, Niv operation, Niv background, Secondary lagoon, Pvc pipe, Towards drain, Niv operation, Technical technics armadoarmado new, cut, Removable pbc iron, Secondary lagoon, Niv operation, Pvc pipe, Niv background, New interconnection, cut, New output box, Facultative lagoon, Anaerobic lagoon, Pvc pipe, Niv background, Niv background, Pvc pipe, Technical technics armadoarmado new, Niv operation, Niv background, New cash box, Court cash box, Anaerobic lagoon, Niv dam, Anaerobic lagoon, Niv dam, Pvc pipe, Towards lagoon, Pvc pipe, Towards anerobic lagoon, Triangular pvc, Niv background, Concrete data, Niv background, Niv background, Power line, New meeting box, Meeting box cut, New hydraulics, Frame, Plant structures, typical, Concrete, Concrete, Graded gravel, Concrete, cut, Gravel filter is of diameter its dimensions are, Accessories descrption, Pvc pbd, Network, Simple network effect, New hydraulics, Plant structures, cut, Accessories descrption, Pvc pbd, Network, Simple network effect, Concrete, typical, slab, typical, Max., slab, typical, cut, Graded gravel, cut, slab, Max., Concrete, Graded gravel, Concrete, typical, Of bbd gate, From pvc, purge valve, Oxidation pond, air valve, Box of meeting of incoming structures, Oxidation pond, Drawing cad:

Raw text data extracted from CAD file:

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OPERACION \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 NIV. OPERACION \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 LAGUNA FACULTATIVA HACIA LAGUNA SECUNDARIA TUBERIAØ8¨ PVC LAGUNA ANEROBICA 5 5 5 5 5 5 5 5 5 TUBERIA Ø8¨ PVC 5 5 5 1.2 1.2 5 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 HACIA LAGUNA SECUNDARIA TUBERIAØ8¨ PVC 5 5 5 5 5 5 5 5 5 TUBERIA Ø8¨ PVC 5 5 5 1.2 LAGUNA SECUNDARIA NIV. DIQUE 34.00 A A NIV. FONDO 33.10 NIV. FONDO 45.55 A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIV. FONDO 33.10 NIV. FONDO 34.3 NIV. FONDO 34.000 LAGUNA SECUNDARIA TUBERIA Ø8¨ PVC \A1; Ø\S3#8;\H1.429x;¨0.25 \A1; Ø\S3#8;\H1.429x;¨0.25 HACIA DREN \A1; Ø\S3#8;\H1.429x;¨0.25 5 NIV. OPERACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIV. FONDO 33.10 NIV. FONDO 34.3 NIV. FONDO 34.000 LAGUNA SECUNDARIA TUBERIA Ø8¨ PVC \A1; Ø\S3#8;\H1.429x;¨0.25 \A1; Ø\S3#8;\H1.429x;¨0.25 HACIA DREN \A1; Ø\S3#8;\H1.429x;¨0.25 5 NIV. OPERACION \W5.40000; \LESPECIFICACIONES TECNICASTECNICAS \L \LCONCRETO ARMADOARMADO \L \fTimes New Roman|b1|i0|c0|p18;\LCONCRETO: CORTE B-B \A1; PLANCHA DE PBC REMOBIBLE e= \S1#2;\H1.429x; \A1; PLANCHA DE PBC REMOBIBLE e= \S1#2;\H1.429x; LAGUNA SECUNDARIA \A1; Ø\S3#8;\H1.429x;¨0.25 NIV. OPERACION 5 5 5 5 TUBERIA Ø8¨ PVC 5 5 5 5 h=variable 5 5 5 5 5 NIV. DE FONDO 31.00 \LPLANTA \fTimes New Roman|b0|i0|c0|p18;\lCAJA DE INTERCONEXION CORTE A-A \LPLANTA \fTimes New Roman|b0|i0|c0|p18;\l CAJA DE SALIDA LAGUNA FACULTATIVA LAGUNA ANEROBICA \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 \A1; Ø\S3#8;\H1.429x;¨0.20 5 5 5 5 TUBERIA Ø8¨ PVC 1.2 1.2 5 NIV. FONDO 35.05 A A 5 5 5 5 5 NIV. FONDO 33.10 NIV. FONDO 34.30 TUBERIA Ø8¨ PVC \A1; Ø\S3#8;\H1.429x;¨0.25 \W5.40000; \LESPECIFICACIONES TECNICASTECNICAS \L \LCONCRETO ARMADOARMADO \L \fTimes New Roman|b1|i0|c0|p18;\LCONCRETO: \A1; Ø\S3#8;\H1.429x;¨0.25 NIV. OPERACION 33.50 5 NIV. DE FONDO 31.00 \LPLANTA \fTimes New Roman|b0|i0|c0|p18;\l CAJA DE INGRESO CORTE A-A CAJA DE INGRESO 5 5 5 5 LAGUNA ANEROBICA NIV. DIQUE 34.00 5 5 5 5 \A1; Ø\S3#8;\H1.429x;¨0.25 LAGUNA ANEROBICA NIV. DIQUE 34.00 5 5 5 5 5 5 5 5 5 5 A \A1;Ø\S3#8;\H1.429x;¨0.25 \A1;Ø\S3#8;\H1.429x;¨0.25 \A1;Ø\S3#8;\H1.429x;¨0.25 \A1;Ø\S3#8;\H1.429x;¨0.25 TUBERIA Ø8¨ PVC A HACIA LAGUNA TUBERIA Ø8¨ PVC HACIA LAGUNA ANEROBICA \A1;VERTEDERO TRIANGULAR DE PVC E=\S1/2;\H1.429x; ¨ \A1;DETALLE ¨1¨ \A1;DETALLE ¨1¨ \A1;Ø\S3#8;\H1.429x;¨@0.25 5 5 5 NIV. FONDO 34.00 DADO DE CONCRETO NIV. FONDO 33.10 \A1;Ø\S3#8;\H1.429x;¨@0.25 \A1;Ø\S3#8;\H1.429x;¨@0.25 5 NIV. FONDO 34.30 NIV. FONDO 34.00 LINEA DE IMPULSION Ø8¨ \LPLANTA \fTimes New Roman|b0|i0|c0|p18;\l CAJA DE REUNION CORTE A-A CAJA DE REUNION 5 5 5 5 5 5 5 5 5 A A 1 2 3 \LPLANTA \fTimes New Roman|b0|i0|c0|p18;\lINSTALACIONES HIDRAULICAS 5 5 5 5 5 5 MARCO Y TAPA TIPO BUZON PLANTA 5 PLANTA ESTRUCTURAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Ø\S3#8;\H1.429x;¨0.25 \A1;.30 TIPICO \A1;DADO DE CONCRETO \A1;FILTRO \A1;Ø \S3#8;\H1.429x;¨0.20 A A \A1;Ø \S3#8;\H1.429x;¨0.20 \A1;Ø \S3#8;\H1.429x;¨0.20 5 5 5 1 1 3 2 \A1;DADO DE CONCRETO 0.15×0.30×0.30 \A1;FILTRO DE GRAVA GRADUADA 5 5 5 5 5 5 5 5 \A1;DADO DE CONCRETO 0.15×0.30×0.30 \A1;FILTRO 5 5 5 5 5 CORTE A-A CORTE A-A 5 \A1;SOLADO (f´c=100 kg./ cm2) \A1;(*)EL FILTRO DE GRAVA ES DE \S1#2¨;\H1.429x; DE DIAMETRO SUS DIMENSIONES SON 0.20×0.20×0.40 \A1;Ø \S3#8;\H1.429x;¨0.20 \A1;Ø \S3#8;\H1.429x;¨0.20 \A1;ITEN DESCRPCION DE ACCESORIOS \W5.40000; \A1;TUBERIA DE PVC / PBD \W5.40000; \A1;TEE DE RED \W5.40000; \A1;VENTOSA DE SIMPLE EFECTO DE RED 1 2 3 A \LPLANTA \fTimes New Roman|b0|i0|c0|p18;\lINSTALACIONES HIDRAULICAS PLANTA ESTRUCTURAS CORTE A-A \A1;ITEN DESCRPCION DE ACCESORIOS \W5.40000; \A1;TUBERIA DE PVC / PBD \W5.40000; \A1;TEE DE RED \W5.40000; \A1;VENTOSA DE SIMPLE EFECTO DE RED 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;DADO DE CONCRETO 0.15×0.30×0.30 \A1;Ø \S3#8;\H1.429x;¨0.20 \A1;FILTRO \A1;.30 TIPICO \A1;Ø \S3#8;\H1.429x;¨0.25 \A1;Ø \S3#8;\H1.429x;¨0.25 \A1;TAPA LOSA \A1;Ø \S3#8;\H1.429x;¨0.20 \A1;.30 TIPICO \A1;VARIABLE MAX. 5 5 5 5 \A1;DADO DE C´ \A1;TAPA LOSA 5 5 5 5 5 \A1;Ø \S3#8;\H1.429x;¨0.25 \A1;Ø \S3#8;\H1.429x;¨0.25 5 5 5 5 5 \A1;FILTRO(*) \A1;.30 TIPICO \A1;Ø \S3#8;\H1.429x;¨0.20 \A1;Ø \S3#8;\H1.429x;¨0.20 CORTE B-B 2 3 1 5 5 5 5 5 5 A 4 \A1;FILTRO DE GRAVA GRADUADA 5 6 7 CORTE A-A \A1;TAPA LOSA 5 5 \A1;VARIABLE MAX. \A1;DADO DE CONCRETO 0.15×0.30×0.30 \A1;DADO DE CONCRETO 0.15×0.30×0.30 \A1;FILTRO DE GRAVA GRADUADA 2 5 6 7 — 5 5 5 5 5 5 A 5 5 5 5 5 5 A \A1;DADO DE CONCRETO \A1;DADO DE CONCRETO \A1;Ø \S3#8;\H1.429x;¨0.25 \A1;Ø \S3#8;\H1.429x;¨0.25 \A1;Ø \S3#8;\H1.429x;¨0.25 \A1;.30 TIPICO B B 4 5 6 7 \W5.40000; \A1;UNION ——– (BB) \W5.40000; \A1;VALVULA DE COMPUERTA DE BBD (BB) \W5.40000; \A1;——————- \W5.40000; \A1;TUBERIA DE PVC VALVULA DE PURGA LAGUNA DE OXIDACION VALVULA DE AIRE CAJA DE REUNION Y DE INGRESO – ESTRUCTURAS LAGUNA DE OXIDACION DIBUJO CAD: piertalledo_27@hotmail.com DIBUJO CAD: piertalledo_27@hotmail.com DIBUJO CAD: piertalledo_27@hotmail.com DIBUJO CAD: piertalledo_27@hotmail.com