Residualesdetalles Treatment Plant Water DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

Consultants, Contractors, date:, Location:, draft:, flat:, responsable:, Municipal association of the yacus, design:, drawing:, scale:, sheet, Improvement of water supply systems installation of sanitary sewer systems of the yacus valley localities jauja province junin department., Ing. Miguel angel medina camargo, C.i.p., Yacus valley, Ing.mamc, May, May, Ing.miguel angel mdedina camargo, Ciao demi, consultant, Recognized by the p.c.m., channel of, scale, channel of, scale, Concrete slab, filling, Of clay, treated wood, screen of, channel of, Det. Of wall reinforcement of the outlet channel, scale, Input channel, scale, Layer quarry material, Clay cm, Maximum water level, Geomembrane, scale, cut, Maximum water level, Oregon pine, screen of, treated wood, Of mortar of cm. To avoid the erosion of the clay when it is not cleaning season., cut, scale, Wooden baffle that prevents the passage to the floating material, Background level, Maximum water level, Pvc tube, Fc, concrete, filling, Of clay, treated wood, screen of, treated wood, Baffle, Esc:, Detail of exit secondary lagoon entrance, Maximum water level, Primary lagoon, Secondary lagoon, pass box, plant, scale, cut, scale, Fc, Residual water treatment plant, Entry details

Raw text data extracted from CAD file:

CONSULTORES CONTRATISTAS \A1;2.00 \A1;2.00 \A1;2.90 \A1;4.90 \A1;.50 \A1;.40 \A1;.20 \A1;.40 \A1;.50 \A1;.50 \A1;1.00 \A1;.50 \A1;.15 \A1;1.00 \A1;2.00 \A1;.25 \A1;.30 \A1;.50 \A1;2.00 \A1;.05 \A1;1.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;.15 \A1;1.70 \A1;3.75 \A1;2.00 \A1;2.00 \A1;.40 \A1;.20 \A1;.40 \A1;.15 \A1;.15 \A1;1.30 \A1;7.60 \A1;.15 \A1;.80 \A1;1″ \A1;.10 \A1;1″ \A1;.75 \A1;11/2″ \A1;.20 \A1;2.50 \A1;.20 \A1;.15 \A1;.80 \A1;1″ \A1;.10 \A1;1″ \A1;.75 \A1;11/2″ \A1;.20 \A1;.10 \A1;.40 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.10 \A1;.40 \A1;.50 \A1;.50 \A1;2.00 \A1;.15 \A1;.25 \A1;.30 \A1;.15 \A1;1.70 \A1;3.75 \A1;2.00 \A1;.15 \A1;1.00 \A1;.15 \A1;2.50 \A1;.20 \A1;.40 \A1;.50 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;1.85 \A1;2.70 \A1;.10 \A1;.59 \A1;4.18 \A1;4.00 \A1;3.75 \A1;5.44 \A1;1.00 \A1;1.30 \A1;1.55 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;1.55 \A1;.15 \A1;1.00 \A1;.15 \A1;.15 \A1;.10 FECHA: UBICACION: PROYECTO: PLANO: RESPONSABLE: MANCOMUNIDAD MUNICIPAL DEL YACUS DISEÑO: DIBUJO: ESCALA: LAMINA ” MEJORAMIENTO Y AMPLIACION DE LOS SISTEMAS DE AGUA POTABLE E INSTALACION DE LOS SISTEMAS DE ALCANTARILLADO SANITARIO DE LAS LOCALIDADES DEL VALLE DEL YACUS Y ATAURA” PROVINCIA DE JAUJA – DEPARTAMENTO DE JUNIN. ING. MIGUEL ANGEL MEDINA CAMARGO C.I.P. 69234 VALLE DEL YACUS Ing.MAMC – Mayo \fEras Demi ITC|b0|i0|c0|p34;2011 ING.MIGUEL ANGEL MDEDINA CAMARGO C.I.P \fEras Demi ITC|b0|i0|c0|p34;69234 CONSULTOR RECONOCIDOS POR LA P.C.M. d 3/8″ @ 0.20 5 CANAL DE ENTRADA-ARMADURA ESCALA 1/50 CANAL DE ENTRADA-PLANTA ESCALA 1/50 5 LOSA DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 11/2″ 5 1″ 5 1″ 5 5 5 RELLENO DE ARCILLA MADERA TRATADA PANTALLA DE 5 CANAL DE SALIDA-PLANTA 5 2.00 DET. DE ARMADURA DE MURO DEL CANAL DE SALIDA ESCALA 1/75 CANAL DE ENTRADA 2.00 ESCALA 1/25 CAPA PREVIA, MATERIAL DE CANTERA ARCILLA e = 10 cm 5 5 d 3/8″ @ 0.15 MAXIMO NIVEL DE AGUA 1.00 1.00 5 5 5 5 5 5 d 3/8″ @ 0.20 d 3/8″ @ 0.20 GEOMEMBRANA P`VC d 3/8″ @ 0.15 ESCALA 1/25 CORTE E-E d 3/8″ @ 0.20 MAXIMO NIVEL DE AGUA d 3/8″ @ 0.20 PINO OREGON PANTALLA DE MADERA TRATADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 0.20 5 \A1;CAPA DE MORTERO DE 2 cm. PARA EVITAR LA EROCION DE LA ARCILLA CUANDO NO ES EPOCA DE LIMPIEZA. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1″ 5 1″ 5 5 5 5 d 3/8″ @ 0.20 CORTE D-D ESCALA 1/25 ESCALA 1/25 5 5 5 5 5 5 5 BAFLE DE MADERA QUE IMPIDE EL PASO AL MATERIAL FLOTANTE 5 5 5 NIVEL DE FONDO 5 MAXIMO NIVEL DE AGUA 11/2″ d 3/8″ @ 0.20 d 3/8″ @ 0.20 5 5 E E D DE d 6″ TUBO DE PVC F’c = 210 kg/cm2 CONCRETO RELLENO DE ARCILLA MADERA TRATADA PANTALLA DE MADERA TRATADA BAFLE DE 5 5 5 5 5 5 5 5 D 5 5 5 ESC: 1/50 DETALLE DE SALIDA Y INGRESO A LAGUNA SECUNDARIA 5 MAXIMO NIVEL DE AGUA MAXIMO NIVEL DE AGUA 5 5 5 5 5 5 5 LAGUNA PRIMARIA LAGUNA SECUNDARIA CAJA DE PASO 5 5 5 5 5 5 PLANTA ESCALA 1/25 CORTE F-F ESCALA 1/25 F F 5 5 5 5 5 5 d 3/8″ @ 0.20 d 3/8″ @ 0.20 f’c = 175 kg/cm2 f’c = 175 kg/cm2 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES DETALLES DE ENTRADAS Y SALIDAS

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

Consultants, Contractors, date:, Location:, draft:, flat:, responsable:, Municipal association of yacus, design:, drawing:, scale:, sheet, Improvement of the drinking water systems installation of sanitary sewer systems of the towns of the valley of the yacus province of jauja department of junin., Ing. Miguel angel medina camargo, C.i.p., Yacus valley, Ing.mamc, May, May, Ing.miguel angel mdedina camargo, Ciao demi, consultant, Recognized by the p.c.m., channel of, scale, channel of, scale, Concrete slab, filling, Of clay, treated wood, screen of, channel of, Det. Of wall reinforcement of the outlet channel, scale, Input channel, scale, Layer quarry material, Clay cm, Maximum water level, Geomembrane, scale, cut, Maximum water level, Oregon pine, screen of, treated wood, Of mortar of cm. To avoid erosion of the clay when it is not cleaning season., cut, scale, Wooden baffle that prevents the passage to the floating material, Background level, Maximum water level, Pvc tube, Fc, concrete, filling, Of clay, treated wood, screen of, treated wood, Baffle, Esc:, Detail of exit secondary lagoon entrance, Maximum water level, Primary lagoon, Secondary lagoon, pass box, plant, scale, cut, scale, Fc, Residual water treatment plant, Entry details

Raw text data extracted from CAD file:

CONSULTORES CONTRATISTAS \A1;2.00 \A1;2.00 \A1;2.90 \A1;4.90 \A1;.50 \A1;.40 \A1;.20 \A1;.40 \A1;.50 \A1;.50 \A1;1.00 \A1;.50 \A1;.15 \A1;1.00 \A1;2.00 \A1;.25 \A1;.30 \A1;.50 \A1;2.00 \A1;.05 \A1;1.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;.15 \A1;1.70 \A1;3.75 \A1;2.00 \A1;2.00 \A1;.40 \A1;.20 \A1;.40 \A1;.15 \A1;.15 \A1;1.30 \A1;7.60 \A1;.15 \A1;.80 \A1;1″ \A1;.10 \A1;1″ \A1;.75 \A1;11/2″ \A1;.20 \A1;2.50 \A1;.20 \A1;.15 \A1;.80 \A1;1″ \A1;.10 \A1;1″ \A1;.75 \A1;11/2″ \A1;.20 \A1;.10 \A1;.40 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.10 \A1;.40 \A1;.50 \A1;.50 \A1;2.00 \A1;.15 \A1;.25 \A1;.30 \A1;.15 \A1;1.70 \A1;3.75 \A1;2.00 \A1;.15 \A1;1.00 \A1;.15 \A1;2.50 \A1;.20 \A1;.40 \A1;.50 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;1.85 \A1;2.70 \A1;.10 \A1;.59 \A1;4.18 \A1;4.00 \A1;3.75 \A1;5.44 \A1;1.00 \A1;1.30 \A1;1.55 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;1.55 \A1;.15 \A1;1.00 \A1;.15 \A1;.15 \A1;.10 FECHA: UBICACION: PROYECTO: PLANO: RESPONSABLE: MANCOMUNIDAD MUNICIPAL DEL YACUS DISEÑO: DIBUJO: ESCALA: LAMINA ” MEJORAMIENTO Y AMPLIACION DE LOS SISTEMAS DE AGUA POTABLE E INSTALACION DE LOS SISTEMAS DE ALCANTARILLADO SANITARIO DE LAS LOCALIDADES DEL VALLE DEL YACUS Y ATAURA” PROVINCIA DE JAUJA – DEPARTAMENTO DE JUNIN. ING. MIGUEL ANGEL MEDINA CAMARGO C.I.P. 69234 VALLE DEL YACUS Ing.MAMC – Mayo \fEras Demi ITC|b0|i0|c0|p34;2011 ING.MIGUEL ANGEL MDEDINA CAMARGO C.I.P \fEras Demi ITC|b0|i0|c0|p34;69234 CONSULTOR RECONOCIDOS POR LA P.C.M. d 3/8″ @ 0.20 5 CANAL DE ENTRADA-ARMADURA ESCALA 1/50 CANAL DE ENTRADA-PLANTA ESCALA 1/50 5 LOSA DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 11/2″ 5 1″ 5 1″ 5 5 5 RELLENO DE ARCILLA MADERA TRATADA PANTALLA DE 5 CANAL DE SALIDA-PLANTA 5 2.00 DET. DE ARMADURA DE MURO DEL CANAL DE SALIDA ESCALA 1/75 CANAL DE ENTRADA 2.00 ESCALA 1/25 CAPA PREVIA, MATERIAL DE CANTERA ARCILLA e = 10 cm 5 5 d 3/8″ @ 0.15 MAXIMO NIVEL DE AGUA 1.00 1.00 5 5 5 5 5 5 d 3/8″ @ 0.20 d 3/8″ @ 0.20 GEOMEMBRANA P`VC d 3/8″ @ 0.15 ESCALA 1/25 CORTE E-E d 3/8″ @ 0.20 MAXIMO NIVEL DE AGUA d 3/8″ @ 0.20 PINO OREGON PANTALLA DE MADERA TRATADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8″ @ 0.20 5 \A1;CAPA DE MORTERO DE 2 cm. PARA EVITAR LA EROCION DE LA ARCILLA CUANDO NO ES EPOCA DE LIMPIEZA. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1″ 5 1″ 5 5 5 5 d 3/8″ @ 0.20 CORTE D-D ESCALA 1/25 ESCALA 1/25 5 5 5 5 5 5 5 BAFLE DE MADERA QUE IMPIDE EL PASO AL MATERIAL FLOTANTE 5 5 5 NIVEL DE FONDO 5 MAXIMO NIVEL DE AGUA 11/2″ d 3/8″ @ 0.20 d 3/8″ @ 0.20 5 5 E E D DE d 6″ TUBO DE PVC F’c = 210 kg/cm2 CONCRETO RELLENO DE ARCILLA MADERA TRATADA PANTALLA DE MADERA TRATADA BAFLE DE 5 5 5 5 5 5 5 5 D 5 5 5 ESC: 1/50 DETALLE DE SALIDA Y INGRESO A LAGUNA SECUNDARIA 5 MAXIMO NIVEL DE AGUA MAXIMO NIVEL DE AGUA 5 5 5 5 5 5 5 LAGUNA PRIMARIA LAGUNA SECUNDARIA CAJA DE PASO 5 5 5 5 5 5 PLANTA ESCALA 1/25 CORTE F-F ESCALA 1/25 F F 5 5 5 5 5 5 d 3/8″ @ 0.20 d 3/8″ @ 0.20 f’c = 175 kg/cm2 f’c = 175 kg/cm2 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES DETALLES DE ENTRADAS Y SALIDAS