Sewage Treatment Plant DWG Block for AutoCAD

Sewage Treatment Plant DWG Block for AutoCAD

Sewage treatment plant with calculations in excell

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

The measures noted prevail over the scale, For details the builder will check the measures on site, All modifications shall be recorded in revision of plans with date, Liability signature, Director dpto. From aa.pp. Alc., municipality:, Ing. Wilman benalcazar, gravel, your B. Pvc pressure mpa., Sanitary box, Input, Pvc, your B. cleaning, Pvc, Anchorages, cut, Esc:, False bottom, Elbow pvc, Anchorages, Pvc, your B. cleaning, Pvc, Holes, Dosing valve, Pvc, cut, Esc:, Solution in cl, Max level of water, Dosing valve, cut, Mouth of visit, With metal cap, Esc:, Mouth of visit, Mouth of visit, plant, Esc:, your B. cleaning, Pvc, Pvc, Mouth of visit, Pvc, Pvc, Mouth of visit, your B. cleaning, Pvc, Holes, Pvc, your B. cleaning, Holes, gravel, Mouth of visit, False bottom, Solution in cl, your B. Pvc pressure mpa, Mouth of visit, Pvc, Pvc, filter, screen, Max level of water, Max level of water, gravel, Pvc pressure mpa., your B. Perforated, cut, Esc:, your B. cleaning, Pvc., Towards filter, Pvc., Pvc., Towards filter, Pvc., screen, screen, filter, Treatment unit, your B. Pvc pressure mpa., orifice, False bottom, cut, plant, Esc:, orifice, Perforated tile, beam, support, Esc:, orifice, Perforated tile, beam, color, tip, Plotting, Ventilation pipe, Pvc mpa, gravel, Ventilation pipe, Pvc mpa, Ventilation pipe, Pvc mpa, Ventilation pipe, Pvc mpa, gravel, Pvc pressure mpa., your B. Perforated, From san luis de otavalo, sheet, municipal government, Aapp sewer:, Responsible technician:, town hall, consultant:, Soc. Mario rabbit m., mayor, draft, date, Ing. Juan Andrade, director, scale, Contains, The sj, Processing facilities, Treatment unit, Sewer system designs, Sanitary wastewater treatment, dec, Registration no. Cin, Andres villacis wheels, Of the sinsiuco communities jahuapamba, Ing. Luis patricio lopez alvarez, drawing, Health plan, Tel., Indicated, Coordinates:, archive, Ing. Luis patricio lopez alvarez

Raw text data extracted from CAD file:

I O D 20 N T A C E J N U 79 " I O 19 N A L G " O G A R O LAS MEDIDAS ANOTADAS PREVALECEN SOBRE LA ESCALA PARA LOS DETALLES EL CONSTRUCTOR VERIFICARA LAS MEDIDAS EN OBRA TODA MODIFICACION SE HARA CONSTAR EN REVISION DE PLANOS CON FECHA Y FIRMA DE RESPONSABILIDAD Director Dpto. de AA.PP. y Alc. MUNICIPALIDAD: Ing. Wilman Benalcazar \A1;.20 \A1;.55 \A1;.50 \A1;3.20 \A1;2.00 \A1;4.70 \A1;4.05 \A1;.70 \A1;10.55 \A1;.20 \A1;.12 \A1;.75 \A1;.65 \A1;.25 \A1;.25 \A1;.10 \A1;4.90 \A1;1.00 \A1;8.50 \A1;1.50 \A1;1.40 \A1;1.50 \A1;.25 \A1;.25 \A1;1.00 \A1;1.40 \A1;.20 \A1;1.50 \A1;1.50 \A1;1.70 \A1;.25 \A1;1.50 \A1;.20 \A1;1.50 \A1;.70 \A1;.20 \A1;.70 \A1;.10 \A1;.30 \A1;2.80 \A1;.25 \A1;.40 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.45 \A1;.45 \A1;.20 \A1;.70 \A1;.75 \A1;1.80 \A1;2.80 \A1;.20 \A1;.20 \A1;.25 \A1;.65 \A1;.70 \A1;.20 \A1;.25 \A1;.25 \A1;8.75 \A1;10.55 \A1;10.55 \A1;4.90 \A1;.25 \A1;.45 \A1;1.25 \A1;2.12 \A1;1.50 \A1;4.00 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;2.12 \A1;1.00 \A1;4.00 \A1;1.50 \A1;.25 \A1;.25 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.60 \A1;1.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.50 \A1;1.00 \A1;.70 \A1;.70 \A1;.10 \A1;4.05 \A1;4.90 \A1;10.55 \A1;2.45 \A1;15.35 \A1;.40 \A1;.15 \A1;2.45 \A1;.70 \A1;.25 \A1;.25 \A1;2.45 \A1;.25 \A1;2.80 \A1;4.90 \A1;.25 \A1;.40 \A1;.25 \A1;1.50 \A1;.25 \A1;.10 \A1;1.70 \A1;1.50 \A1;.20 \A1;.25 \A1;1.50 \A1;.25 \A1;1.50 \A1;1.00 \A1;.25 \A1;4.90 \A1;15.35 \A1;3.90 \A1;1.00 \A1;1.40 \A1;3.90 \A1;.25 \A1;1.50 \A1;.25 \A1;1.00 \A1;.20 \A1;1.40 \A1;.20 \A1;2.45 \A1;.25 \A1;.25 \A1;1.50 \A1;2.80 \A1;.20 \A1;.25 \A1;1.50 \A1;.20 \A1;.40 \A1;.25 \A1;4.00 \A1;.90 \A1;.25 \A1;.70 \A1;.45 \A1;4.70 \A1;1.38 \A1;3.20 \A1;1.70 \A1;4.90 \A1;1.50 \A1;.25 \A1;.25 \A1;.10 \A1;1.50 \A1;.50 \A1;.25 \A1;1.00 \A1;1.50 \A1;1.50 \A1;1.00 \A1;1.50 \A1;.25 \A1;.25 \A1;1.55 \A1;.20 \A1;.20 \A1;1.45 \A1;.10 \A1;1.70 \A1;4.00 \A1;.25 \A1;.90 \A1;.25 \A1;.10 \A1;.15 \A1;.10 \A1;.20 \A1;.10 \A1;.12 \A1;.08 \A1;.20 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;3.00 N:2.464,68 N:2.463.94 5 5 5 5 5 (.70 x .70) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GRAVA (2.5 a 7.5 cm) TUB. d200mm PVC PRESION 1.25 MPa. N:2.464,17 5 5 5 5 5 5 5 45° 45° CAJA SANITARIA DE ENTRADA N:2.464,22 d200mm PVC N:2.464,22 5 TUB. DE LIMPIEZA d110mm PVC ANCLAJES c/.50m 5 .05 CORTE 1-1 5 5 5 5 ESC: 45° N:2.460,67 45° 5 1:50 5 FONDO FALSO (VER DETALLE-L) CODO 90 PVC ANCLAJES c/.50m d110mm PVC TUB. DE LIMPIEZA d200mm PVC .10 ORIFICIOS c/.25m d2cm 5 5 5 5 Valvula de dosificación 5 5 5 5 5 5 5 5 5 5 5 5 .08 .10 5 5 5 5 5 5 5 d200mm PVC N:2.463,77 .10 5 5 5 CORTE 4-4 ESC: 1:50 5 .70 5 5 5 5 5 5 5 5 5 SOLUCION Na O Cl (5%) NIVEL MAX. DE AGUA 5 Valvula de dosificacion CORTE 3-3 BOCA DE VISITA CON TAPA METALICA ESC: 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 (VER DETALLE-T) 5 5 5 5 5 5 5 5 5 5 5 5 N:2.465,12 BOCA DE VISITA (.70 x .70) N:2.465,12 (.70 x .70) BOCA DE VISITA PLANTA 2 ESC: 5 5 1:50 5 TUB. DE LIMPIEZA d110mm PVC 5 5 5 5 5 5 5 d200mm PVC d200mm PVC BOCA DE VISITA (.70 x .70) d200mm PVC 5 1 d200mm PVC (.70 x .70) BOCA DE VISITA TUB. DE LIMPIEZA d110mm PVC (VER DETALLE-T) ORIFICIOS C/.25m d2cm d100mm PVC TUB. DE LIMPIEZA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 ORIFICIOS C/.25m d2cm 5 5 5 5 5 5 5 GRAVA (2.5 a 7.5 cm) 5 5 BOCA DE VISITA 5 3 4 5 5 FONDO FALSO (VER DETALLE-L) N: 2464.09 1 5 SOLUCION Na O Cl (5%) 5 TUB. d200mm PVC PRESION 1.25 MPa (.70 x .70) BOCA DE VISITA d200mm PVC 5 5 5 5 d200mm PVC 5 FILTRO 5 5 Pantalla 5 5 NIVEL MAX. DE AGUA 5 NIVEL MAX. DE AGUA GRAVA (2.5 a 7.5 cm) PVC PRESION 1.25 MPa. TUB. PERFORADA d200mm CORTE 2-2 1:50 ESC: 5 5 5 .12 .25 .20 5 5 TUB. DE LIMPIEZA TUB. DE LIMPIEZA d110 PVC. HACIA FILTRO d200 PVC. 5 5 5 d110 PVC. HACIA FILTRO d200 PVC. 5 5 N: 2.460,67 5 5 Pantalla Pantalla 5 Pantalla 5 5 FILTRO 5 5 5 5 5 5 A UNIDAD DE TRATAMIENTO 5 5 5 5 3 4 5 5 TUB. d200mm PVC PRESION 1.25 MPa. ORIFICIO d2cm DETALLE-T 25cm. 25cm. 25cm. FONDO FALSO (DETALLE-L) 1.70 1.45 CORTE A-A .10 .20 .10 PLANTA ESC: 1:25 ORIFICIO d3cm LOSETA PERFORADA A .20 .025 VIGA .025 .10 .10 .20 .10 SOPORTE 1:25 ESC: .08 .12 .10 ORIFICIO d3cm .15 LOSETA PERFORADA .20 VIGA .025 .025 CF:2.464,37 CF:2.464,37 CF:2.464,37 6 0.6 7 0.1 5 4 0.5 0.45 3 2 0.3 0.25 1 COLOR 0.15 PUNTA PLOTEO Tuberia de Ventilación PVC P E/C 1.25 MPa D=63mm GRAVA (2.5 a 7.5 cm) Tuberia de Ventilación PVC P E/C 1.25 MPa D=63mm N:2.464,17 5 5 3.00 Tuberia de Ventilación PVC P E/C 1.25 MPa D=63mm Tuberia de Ventilación PVC P E/C 1.25 MPa D=63mm GRAVA (2.5 a 7.5 cm) GRAVA (2.5 a 7.5 cm) PVC PRESION 1.25 MPa. TUB. PERFORADA d200mm N:2.464,82 N:2.464,82 N:2.463,22 N:2.463,22 DS:302.55 N:2.465,12 N:2.464,82 DE SAN LUIS DE OTAVALO LAMINA : GOBIERNO MUNICIPAL AAPP Y ALCANTARILLADO: TÉCNICO RESPONSABLE: ALCALDIA : CONSULTOR: Soc. Mario Conejo M. ALCALDE PROYECTO : FECHA : Ing. Juan Andrade DIRECTOR ESCALA : CONTIENE : AS - SJ 13 de Planta de Tratamiento Unidad de Tratamiento DISEÑOS DEL SISTEMA DE ALCANTARILLADO SANITARIO Y TRATAMIENTO DE AGUAS SERVIDAS dic - 2009 Registro No. 1 - 08538 - CIN Egdo.Anita Rodas Villacis DE LAS COMUNIDADES SINSIUCO Y JAHUAPAMBA Ing. Luis Patricio Lopez Alvarez DIBUJO : Plano Sanitario Telf. 2414355/ 093459465 13 INDICADAS \A1;.20 \A1;.85 N: 2464.41 N: 2464.41 N: 2464.09 N: 2464.00 N: 2464.00 COORDENADAS: PSAD56Z17N AS-SJ-09.dwg ARCHIVO : Ing. Luis Patricio Lopez Alvarez

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, calculations, DWG, kläranlage, plant, sewage, treatment, treatment plant