Treatment Plant DWG Block for AutoCAD

Treatment Plant DWG Block for AutoCAD

WETLANDS – Plants – Cortes – Lagoons treatment plant

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

Channel, Spillway detail, Cnifb, beam, N.m., Adapter with pvc plug, Plant: totora, Esc., Totoras court, Esc., C.n.a., Interconnection cut between totora ships, Esc., Artificial wetlands, Esc., Output channel detail, Totoras court, Esc., Levels for maintenance, Esc., Control facility, Concrete floor, Concrete floor, Esc., Detail of finishes, register machine, Towards the river limbani pipe pvc mm long. Approx., Levels for maintenance, Control facility, Interconnection cut between totora ships, Esc., Totoras court, Esc., Totoras court, Esc., water level, water level, water level, water level, water level, water level, water level, water level, water level, water level, Adapter with pvc plug, Levels for maintenance, Control facility, sheet:, draft:, scale:, date:, district:, province:, Department:, To melt, fist, April, Indicated, District of llalli gestion edil, Llalli, Improvement of sewage systems in the town of, Cad:, Jc, Cad:, designer:, reviewed:, Ing. R. to. Vargas m., Ing. G. Medina a., flat:, Plant floor plan wastewater treatment plant profile, Mayor: c.p.c. Jose manuel condori hancco, Jail andahuaylas, Channel, C.p., Channel, C.p., Drying bed, C.p., Drying bed, Camera of bars, C.p., Imhoff tank, Biological filter, big, median, blueprints, little, Mini letter, big, median, blueprints, little, Mini letter, Longitudinal section of p.a., Galvanized square mesh galv., Iron hinge, Eucalyptus in fence iron tube in door, padlock, Exp., Exp., eucalyptus, big, median, blueprints, little, Mini letter, your B., your B., Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Horizontal scale, Vertical scale, station, Longitudinal section diagram of p.t.a.r, Horizontal scale, Vertical scale, Perimeter fence detail, Esc., Profile of the tank imhoff to the drying bed, Esc., Profile of the tank imhoff to the drying bed, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., Profile of the tank imhoff to the drying bed, Esc., Profile of the tank imhoff to the drying bed, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., cut, Esc., Adapter with pvc plug, Plant: totora, Esc., Totoras court, Esc., C.n.a., Interconnection cut between totora ships, Esc., Artificial wetlands, Esc., Output channel detail, Totoras court, Esc., Levels for maintenance, Esc., Control facility, Concrete floor, Concrete floor, Esc., Detail of finishes, register machine, Towards the river limbani pipe pvc mm long. Approx., Levels for maintenance, Control facility, Interconnection cut between totora ships, Esc., Totoras court, Esc., Totoras court, Esc., water level, water level, water level, water level, water level, water level, water level, water level, water level, water level, Adapter with pvc plug, Plant: totora, Esc., Totoras court, Esc., C.n.a., Interconnection cut between totora ships, Esc., Artificial wetlands, Esc., Output channel detail, Totoras court, Esc., Levels for maintenance, Esc., Control facility, Concrete floor, Concrete floor, Esc., Detail of finishes, register machine, Towards the river limbani pipe pvc mm long. Approx., Levels for maintenance, Control facility, Interconnection cut between totora ships, Esc., Totoras court, Esc., Totoras court, Esc., water level, water level, water level, water level, water level, water level, water level, Level of

Raw text data extracted from CAD file:

C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% .10 .19 0.20 0.90 S = 0.68% -9172680.969011467 -9172680.969011467 -9172680.969011467 -9172680.969011467 DETALLE VERTEDERO 0.10 CNIFB -9172675.447744483 VIGA VIGA VIGA N.M. 3,865 3,860 3,855 1.00 0.15 0,45 2,38 0.05 0.05 1.50 3.00 .15 3.00 .15 3.00 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.20 .20 12.10 .10 .10 .20 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 1.30 1.25 .20 .20 12.00 .20 .10 .45 .20 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 1.30 .45 1.30 .20 31.75 .55 .40 .15 .55 .05 .95 .15 .05 3.00 .15 3.00 .15 1.30 .45 1.30 .20 .95 .15 .05 .30 .60 .20 .05 0.10 0.40 0.10 0.10 0.40 0.10 0.10 0.32 0.28 0.10 0.10 0.40 0.10 0.90 0.16 .10 .45 .20 .40 .15 .40 .50 .20 .05 .20 .10 .60 .20 .05 .20 12.00 .20 .05 .20 .60 .30 .50 .50 .30 0.05 0.05 0.10 0.10 0.20 0.30 0.60 .40 .50 .20 .10 3.00 .15 3.00 0.15 1.30 .45 1.30 .20 .95 .15 .05 .30 .60 .20 .05 .20 .10 .60 .20 .05 0.20 12.00 0.20 .05 .20 .60 .30 0.50 0.50 0.30 0.05 0.05 .10 .45 .20 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 1.30 .45 1.30 .20 31.75 .55 .40 .15 .55 .05 .95 .15 .05 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 Adaptador UP-R con Tapón PVC Ø4" S/NTP 399.019 \W5.02835; Adaptador UP-R \W5.02835; con Tapón PVC \W5.02835; Ø4" S/NTP 399.019 PLANTA: NAVES DE TOTORAS ESC. 1:50 B A B A 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 CORTE A-A NAVE DE TOTORAS ESC. 1:50 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 C.N.A. CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 HUMEDALES ARTIFICIALES ESC. 1:20 DETALLE DE CANAL DE SALIDA DE 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.22396767440951 CORTE B-B NAVE DE TOTORAS ESC. 1:20 NIVELES PARA MANTENIMIENTO ESC. 1:25 INSTALACIÓN DE CONTROL DE 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 Piso Concreto F'c=210Kg/cm2 Solado Concreto F'c=140 Kg/cm2 ESC. 1:20 DETALLE DE ACABADOS \W0.9;\T0.9; CAJA DE REGISTRO 45x45cm \W0.9;\T0.9; CAJA DE REGISTRO 45x45cm HACIA EL RIO LIMBANI TUBERIA PVC DN=250 mm Long. Aprox. = 100 m 3828.18 NIVELES PARA MANTENIMIENTO INSTALACIÓN DE CONTROL DE 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.22396767440951 CORTE B-B NAVE DE TOTORAS ESC. 1:20 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 45.2239676744095 CORTE A-A NAVE DE TOTORAS ESC. 1:50 45.2239676744095 45.2239676744095 45.2239676744095 Nivel de agua 3164.10 Nivel de agua 3164.09 Nivel de agua 3164.08 Nivel de agua 3164.07 Nivel de agua 3164.06 Nivel de agua 3164.05 Nivel de agua 3164.04 Nivel de agua 3164.03 Nivel de agua 3164.02 Nivel de agua 3164.01 0.95 0.15 0.05 0.95 0.15 0.05 0.10 3.00 0.20 12.00 0.20 0.10 0.45 0.20 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 1.30 0.45 1.25 0.20 31.75 0.55 0.40 0.15 0.55 0.05 0.95 0.15 0.05 3.00 0.15 3.00 0.15 1.25 0.45 1.25 0.20 0.35 0.55 0.20 0.05 0.10 0.40 0.10 0.10 0.40 0.10 0.10 0.32 0.28 0.10 0.10 0.40 0.10 0.90 0.16 0.10 0.45 0.20 0.40 0.15 0.40 0.50 0.20 0.05 0.20 0.10 0.60 0.20 0.05 0.20 12.00 0.20 0.05 0.20 0.60 0.30 0.50 0.50 0.30 0.05 0.05 0.10 0.10 0.20 0.30 0.60 0.40 0.50 0.20 0.10 3.00 0.15 3.00 0.15 1.30 0.45 1.25 0.20 0.35 0.60 0.20 0.05 0.20 0.10 0.60 0.20 0.05 0.20 12.00 0.20 0.05 0.20 0.60 0.30 0.50 0.50 0.30 0.05 0.05 0.10 0.45 0.20 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 1.25 0.45 1.30 0.20 31.75 0.55 0.40 0.15 0.55 0.05 0.95 0.15 0.05 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 3.20 0.20 12.10 0.10 0.20 0.15 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 3.00 0.15 3.00 0.15 3.00 1.45 0.15 1.30 1.25 0.20 3.00 0.15 3.00 0.15 3.00 0.15 0.95 0.15 0.05 0.95 0.15 0.05 0.10 3.00 0.20 12.00 0.20 0.10 0.45 0.20 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 1.30 0.45 1.25 0.20 31.75 0.55 0.40 0.15 0.55 0.05 0.95 0.15 0.05 3.00 0.15 3.00 0.15 1.25 0.45 1.30 0.20 0.30 0.60 0.20 0.05 0.10 0.40 0.10 0.10 0.40 0.10 0.10 0.32 0.28 0.10 0.10 0.40 0.10 0.90 0.16 0.10 0.45 0.20 0.40 0.15 0.40 0.50 0.20 0.05 0.20 0.10 0.60 0.20 0.05 0.20 12.00 0.20 0.05 0.20 0.60 0.30 0.50 0.50 0.30 0.03 0.06 0.10 0.10 0.20 0.30 0.60 0.40 0.50 0.20 0.10 3.00 0.15 3.00 0.15 1.30 0.45 1.30 0.20 0.30 0.55 0.20 0.05 0.20 0.10 0.60 0.20 0.05 0.20 12.00 0.20 0.05 0.20 0.60 0.30 0.50 0.48 0.30 0.03 0.06 0.10 0.45 0.20 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 1.30 0.45 1.30 0.20 31.75 0.55 0.40 0.15 0.55 0.05 0.95 0.15 0.05 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 3.20 0.20 12.10 0.10 0.20 0.15 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 0.15 3.00 3.00 0.15 3.00 0.15 3.00 1.50 0.15 1.25 1.30 0.20 3.00 0.15 3.00 0.15 3.00 0.15 Adaptador UP-R con Tapón PVC Ø4" S/NTP Adaptador UP-R con Tapón PVC Ø4" S/NTP NIVELES PARA MANTENIMIENTO INSTALACIÓN DE CONTROL DE 49.04 0.60 20.96 18.00 4.90 12.16 11.82 14.68 22.58 0.15 0.70 0.15 1.88 10.43 71.83 23.54 16.89 17.47 3.63 1.92 14.86 6.00 6.00 1.95 14.97 1.90 1.00 3.66 14.84 16.01 16.46 66.58 18.27 14.98 9.71 53.91 63.45 57.94 0.60 0.15 0.70 0.15 1.00 1.88 3.66 10.43 14.84 16.01 14.86 18.27 49.04 14.98 3.63 1.92 9.71 14.97 14.68 1.90 4.90 12.16 11.82 20.96 18.00 2.90 .30 .30 .30 .50 1.55 .40 1.95 .30 .50 2.90 .30 .30 .30 .50 .30 .30 0.45 4.00 2.38 LAMINA: PROYECTO: ESCALA: FECHA: DISTRITO: PROVINCIA: DEPARTAMENTO: MELGAR PUNO ABRIL 2012 INDICADA \c13903368;MUNICIPALIDAD DISTRITAL DE LLALLI GESTION EDIL 2011 -2014 LLALLI "AMPLIACION Y MEJORAMIENTO DE LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DE LA LOCALIDAD DE LLALLI" CAD: J.C.C.S CAD: PTAR-01 PROYECTISTA: REVISADO: ING. R. A. VARGAS M. ING. G. MEDINA A. PLANO: PLANO DE PLANTA Y PERFIL DE PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES ALCALDE: C.P.C. JOSE MANUEL CONDORI HANCCO JIRÓN ANDAHUAYLAS 152 153 S = 0.1 % 5 5 5 5 5 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% 3382.579 C.P. 05 1 2 3 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% C.P. 03 \W1.28612; LECHO DE \W0.85755; SECADO 02 C.P. 01 C.P. 02 C.P. 04 B D E D E G G H H \W5.00041; I \W4.85755; J \W4.85755; J K L L K B A A C C F F \W5.00041; I \W4.61946; M \W4.61946; M \W4.41852; N´ \A1;S=1.00% \W1.28612; LECHO DE \W1.00041; SECADO 01 \W0.85755; CAMARA DE \W0.85755; REJAS \W4.66708; R \W4.66708; R \W4.71470; S \W4.71470; S \W4.80993; T \W4.80993; T C.P. 06 C.P. 07 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.66708; U \W4.66708; U \W1.66342; TANQUE \W1.66342; IMHOFF \W2.02056; FILTRO \W2.02056; BIOLOGICO 5 5 5 0+000 0+100 0+200 0+240 1120.00 1140.00 1150.00 1130.00 1140.00 1150.00 1130.00 1140.00 1150.00 1130.00 1140.00 1150.00 1130.00 1150.00 1140.00 1130.00 1140.00 1150.00 1130.00 1130.00 1140.00 1150.00 1130.00 1140.00 1150.00 1130.00 1150.00 1140.00 1130.00 1140.00 1150.00 1130.00 0+020 0+040 0+060 0+080 0+120 0+140 0+160 0+180 0+220 0+260 1124.00 1128.00 1132.00 1136.00 1140.00 1144.00 1148.00 1152.00 1156.00 1160.00 0+282.12 1120.00 1140.00 1130.00 F1 1120.00 1140.00 1130.00 F2 1120.00 1140.00 1130.00 G1 1120.00 1130.00 G2 1140.00 5 5 1 2 3 AC=106.2968 M2 AC=299.3381M2 AC=62.5657 M2 AC=161.1480 M2 AC=156.2178 M2 AC=90.2724 M2 AR=10.8497 M2 AC=74.5646 M2 AC=15.5892 M2 AC=52.9408 M2 AC=67.5452 M2 AR=4.2582M2 AR=5.198M2 AR=5.198M2 AR=4.2582M2 AR=5.8782M2 AR=2.641 M2 AR=0.9397 M2 AC=15.2126 M2 AR=3.3227 M2 AC=14.8031 M2 AR=3.5473 M2 AC=10.76 M2 AR=2.15 M2 AC=9.66 M2 AR=1.95 M2 1153.00 1155.00 1153.00 1155.00 1152.00 1154.00 1140.00 1150.00 1140.00 1150.00 1145.00 1145.00 1145.00 1141.00 1137.00 1153.00 1157.00 1149.00 1150.00 1150.00 1145.00 1153.00 1157.00 1149.00 1145.00 1145.00 1145.00 1140.00 1145.00 1140.00 1135.00 AC=167.15 m2 AC=118.82 m2 AC=23.63 m2 AC=13.20 m2 AC=21.52 m2 AC=27.47 m2 AC=8.27 m2 AC=16.14 m2 AC=12.15 m2 AC=1.66 m2 AC=1.46 m2 AC=0.97 m2 AR=4.14 m2 AR=7.30 m2 AR=3.76 m2 AR=86.88 m2 AC=58.94 m2 AR=3.43 m2 AR=1.58 m2 AR=2.74 m2 AR=1.54 m2 AR=0.50 m2 AR=0.46 m2 AR=0.49 m2 1154.07 1153.42 1153.87 1153.12 5 1152.81 1153.96 1144.55 1144.55 1143.52 1143.52 1144.55 1144.55 1143.52 1143.52 1152.79 1152.79 1144.43 1152.79 1144.43 1137.14 1137.14 1137.14 1137.14 1149.43 1149.43 1149.43 1149.43 1151.96 5 1151.96 1139.67 1139.67 1160.00 1150.00 1160.00 1155.00 1150.00 1145.00 1155.00 1145.00 1150.00 1145.00 1155.00 1155.00 1150.00 1135.00 GRANDE MEDIANA \LTITULO PLANOS \H0.5x;\lESC. 1/250 PEQUEÑA LETRA MINI GRANDE MEDIANA \LTITULO PLANOS \H0.5x;\lESC. 1/100 PEQUEÑA LETRA MINI \LESQUEMA CORTE LONGITUDINAL DEL P.T.A.R. \H0.5x;\lESC. 1/500 5 5 5 5 5 5 5 5 5 5 MALLA OLIMPICA Malla Cuadrada Cripada Galv. #10 x 2" BISAGRA DE FIERRO 4" BISAGRA DE FIERRO 4" Eucalipto Ø 3" en cerco Tubo de Fierro Ø 3" en Puerta Candado Alambre de puas 5 5 5 5 5 5 5 Alambre de puas Eucalipto Ø 3" F'c=100 Kg/cm2 F'c=100 Kg/cm2 GRANDE MEDIANA \LTITULO PLANOS \H0.5x;\lESC. 1/200 PEQUEÑA LETRA MINI CT=3862.540 CF= 3860.540 CF= 3859.899 L= 48.145m CT=3860.906 CF= 3859.706 CT=3861.099 L= 74.284m S= 8‰ h = 1.20 m. h = 1.20 m. h = 1.20 m. TUB. U-PVC PlasticØ200mm TUB. U-PVC PlasticØ200mm L= 34.784 m TUB. U-PVC PlasticØ200mm -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 3863 3864 L C T.N.=3860.95 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 3863 L C T.N.=3860.48 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 -4 -3 -2 -1 0 1 2 3 4 3858 3859 3860 3861 3862 L C T.N.=3860.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 -4 -3 -2 -1 0 1 2 3 4 3856 3857 3858 3859 3860 3861 L C T.N.=3858.77 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 -4 -3 -2 -1 0 1 2 3 4 3856 3857 3858 3859 3860 3861 L C T.N.=3858.77 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 -4 -3 -2 -1 0 1 2 3 4 3854 3855 3856 3857 3858 3859 L C T.N.=3856.44 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 -4 -3 -2 -1 0 1 2 3 4 3854 3855 3856 3857 3858 3859 L C T.N.=3856.44 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 -4 -3 -2 -1 0 1 2 3 4 3853 3854 3855 3856 3857 L C T.N.=3855.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 -4 -3 -2 -1 0 1 2 3 4 3853 3854 3855 3856 3857 L C T.N.=3855.00 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 3,870 3,865 3,860 3,855 3,850 3,845 ESQUEMA CORTE LONGITUDINAL DEL P.T.A.R ESCALA HORIZONTAL 1 : 500 ESCALA VERTICAL 1 : 25 0+000.00 Elev=3,860.953 0+020.00 Elev=3,860.483 0+040.00 Elev=3,860.000 0+060.00 Elev=3,860.000 0+080.00 Elev=3,860.000 0+100.00 Elev=3,860.000 0+120.00 Elev=3,860.000 0+140.00 Elev=3,858.775 0+160.00 Elev=3,856.436 0+180.00 Elev=3,855.000 0+183.89 CF= 3858.950 CT=3860.150 h = 1.20 m. 5 DETALLE DE CERCO PERIMETRICO ESC. 1/25 PERFIL DEL TANQUE IMHOFF AL LECHO DE SECADO 02 ESC. 1/500 PERFIL DEL TANQUE IMHOFF AL LECHO DE SECADO 01 ESC. 1/500 CORTE K-K ESC. 1/250 CORTE L-L ESC. 1/250 CORTE I-I ESC. 1/250 CORTE J-J ESC. 1/250 CORTE H-H ESC. 1/250 CORTE G-G ESC. 1/250 CORTE F-F ESC. 1/250 CORTE E-E ESC. 1/250 CORTE D-D ESC. 1/250 CORTE C-C ESC. 1/100 CORTE B-B ESC. 1/100 CORTE A-A ESC. 1/100 CORTE M'-M' ESC. 1/250 CORTE M-M ESC. 1/250 CORTE N-N ESC. 1/250 CORTE N'-N' ESC. 1/250 CORTE O-O ESC. 1/250 CORTE O'-O' ESC. 1/250 CORTE P'-P' ESC. 1/250 CORTE P-P ESC. 1/250 CORTE Q-Q ESC. 1/250 CORTE Q'-Q' ESC. 1/250 CORTE R-R ESC. 1/200 CORTE S-S ESC. 1/200 CORTE T-T ESC. 1/200 CORTE U-U ESC. 1/200 0+030.00 0+040.00 0+050.00 3,861 3,860 3,859 3,858 3,857 3,856 PERFIL DEL TANQUE IMHOFF AL LECHO DE SECADO 01 ESC. 1/750 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 3,861 3,860 3,859 3,858 3,857 PERFIL DEL TANQUE IMHOFF AL LECHO DE SECADO 02 ESC. 1/750 0+000.00 0+010.00 0+020.00 0+000.00 0+002.50 0+005.00 3,860 3,861 3,859 3,858 AC=2.13 m2 AR=0.50 m2 3859.57 CORTE A-A ESC. 1/100 0+000.00 0+005.00 3,860 3,861 3,859 3,858 AC=2.56 m2 AR=0.58 m2 3859.20 3859.75 3858.82 5 CORTE B-B ESC. 1/100 5 3,860 3,861 3,859 3,858 AC=2.66m2 AR=1.10 m2 CORTE C-C ESC. 1/100 5 3858.52 3859.75 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+025.00 0+030.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+025.00 0+030.00 3,865 3,860 3,855 3,850 3,845 AC=114.95 m2 AR=15.72m2 3849.54 3849.54 3848.51 3848.51 3857.77 3857.77 3849.42 3,865 3,860 3,855 3,850 3,845 AC=114.95 m2 AR=15.72m2 3857.77 3857.77 CORTE D-D ESC. 1/250 CORTE E-E ESC. 1/250 3849.54 3849.54 3848.51 3848.51 3849.42 3,865 3,860 3,855 3,850 5 0.45 AC=34.51 m2 AR=1.50 m2 3,865 3,860 3,855 3,850 AC=34.51 m2 AR=1.50 m2 3,865 3,860 3,855 3,850 AC=34.51 m2 AR=1.50 m2 CORTE F-F ESC. 1/250 CORTE G-G ESC. 1/250 CORTE H-H ESC. 1/250 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+025.00 0+030.00 0+035.00 0+040.00 0+045.00 0+050.00 0+055.00 0+060.00 0+065.00 0+070.00 0+075.00 0+080.00 0+085.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+025.00 0+030.00 0+035.00 0+040.00 0+045.00 0+050.00 0+055.00 0+060.00 0+065.00 0+070.00 0+075.00 0+080.00 0+085.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+025.00 0+030.00 0+035.00 0+040.00 0+045.00 0+050.00 0+055.00 0+060.00 0+065.00 0+070.00 0+075.00 0+080.00 0+085.00 3,870 3,865 3,860 3,855 3,850 0+000.00 Elev=3,860.35 0+020.00 Elev=3,860.04 0+040.00 Elev=3,860.00 0+065.00 Elev=3,860.08 0+085.00 Elev=3,860.19 0+085.00 Elev=3,860.19 3,870 3,865 3,860 3,855 0+000.00 Elev=3,860.11 0+020.00 Elev=3,860.00 0+040.00 Elev=3,860.00 0+045.00 Elev=3,860.00 0+065.00 Elev=3,859.85 0+080.00 Elev=3,859.49 0+085.00 Elev=3,859.50 0+085.00 Elev=3,859.50 3,870 3,865 3,860 3,855 3,850 0+000.00 Elev=3,860.08 0+020.00 Elev=3,860.00 0+040.00 Elev=3,860.00 0+045.00 Elev=3,859.95 0+065.00 Elev=3,859.78 0+080.00 Elev=3,859.44 0+085.00 Elev=3,859.45 0+085.00 Elev=3,859.45 3,870 3,865 3,860 3,855 3,850 0+000.00 Elev=3,858.15 0+020.00 Elev=3,856.76 0+040.00 Elev=3,857.62 0+045.00 Elev=3,857.91 0+065.00 Elev=3,857.87 0+080.00 Elev=3,857.61 0+085.00 Elev=3,857.51 0+085.00 Elev=3,857.51 1140.00 1150.00 1130.00 AC=299.3381M2 AR=4.2582M2 CORTE M-M ESC. 1/250 AC= 256.698 M2 AR=15.63 M2 CORTE M-M ESC. 1/250 AC= 257.834 M2 AC= 261.138 M2 AC= 107.845 M2 AR=15.63 M2 AR=15.63 M2 AR=15.63 M2 CORTE M'-M' ESC. 1/250 CORTE N-N ESC. 1/250 CORTE N'-N' ESC. 1/250 0+000.00 0+005.00 0+010.00 0+000.00 0+005.00 0+010.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+000.00 0+005.00 0+010.00 0+015.00 0+020.00 0+000.00 Elev=3,855.00 0+005.00 Elev=3,855.00 0+010.00 Elev=3,855.63 0+010.00 Elev=3,855.63 0+000.00 Elev=3,855.27 0+005.00 Elev=3,855.00 0+010.00 Elev=3,855.56 0+010.00 Elev=3,855.56 0+000.00 Elev=3,855.24 0+005.00 Elev=3,855.00 0+010.00 Elev=3,855.69 0+010.00 Elev=3,855.69 0+000.00 Elev=3,855.35 0+005.00 Elev=3,855.03 0+010.00 Elev=3,855.53 0+010.00 Elev=3,855.53 0+000.00 Elev=3,860.25 0+005.00 Elev=3,860.34 0+010.00 Elev=3,860.42 0+015.00 Elev=3,860.39 0+020.00 Elev=3,860.24 0+020.00 Elev=3,860.24 0+000.00 Elev=3,860.13 0+005.00 Elev=3,860.14 0+010.00 Elev=3,860.13 0+015.00 Elev=3,860.13 0+020.00 Elev=3,860.10 0+020.00 Elev=3,860.10 0+000.00 Elev=3,860.21 0+005.00 Elev=3,860.26 0+010.00 Elev=3,860.34 0+015.00 Elev=3,860.42 0+020.00 Elev=3,860.50 0+020.00 Elev=3,860.50 0+000.00 Elev=3,860.60 0+005.00 Elev=3,860.50 0+010.00 Elev=3,860.45 0+015.00 Elev=3,860.40 0+020.00 Elev=3,860.35 0+020.00 Elev=3,860.35 AC=30.47 m2 AR=2.36 m2 3858.00 3858.00 3860.53 5 AC=27.21 m2 AR=2.21 m2 AC=29.89 m2 AR=2.37m2 AC=31.30 m2 AR=2.45 m2 CORTE K-K CORTE L-L CORTE I-I ESC. 1/200 CORTE J-J 3858.00 3858.00 3860.53 3858.00 3858.00 3860.53 3858.00 3858.00 3860.53 ESC. 1/200 ESC. 1/200 ESC. 1/200 CORTE R-R ESC. 1/200 CORTE S-S ESC. 1/200 CORTE T-T ESC. 1/200 CORTE U-U ESC. 1/200 AC=11.01 M2 AR=0.35 M2 AC=11.21 M2 AR=0.35 M2 AC=0.98 M2 AR=0.21 M2 AC=0.59 M2 AR=0.16 M2 \W2.09565; 3857.50 \W2.09565; 3855.00 \W2.09565; 3860.00 \W2.09565; 3860.00 \W2.09565; 3860.00 \W2.09565; 3857.50 \W2.09565; 3855.00 3,865 3,860 3,855 3,850 3,865 3,860 3,855 3,850 3,865 3,860 3,855 3,850 3,865 3,860 3,855 3,850 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Adaptador UP-R con Tapón PVC Ø4" S/NTP 399.019 \W5.02835; Adaptador UP-R \W5.02835; con Tapón PVC \W5.02835; Ø4" S/NTP 399.019 PLANTA: NAVES DE TOTORAS ESC. 1:50 B A B A 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 5 5 5 5 5 CORTE A-A NAVE DE TOTORAS 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C.N.A. CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 HUMEDALES ARTIFICIALES ESC. 1:20 DETALLE DE CANAL DE SALIDA DE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B NAVE DE TOTORAS ESC. 1:20 NIVELES PARA MANTENIMIENTO ESC. 1:25 INSTALACIÓN DE CONTROL DE 5 5 5 5 5 5 5 5 5 Piso Concreto F'c=210Kg/cm2 Solado Concreto F'c=140 Kg/cm2 ESC. 1:20 DETALLE DE ACABADOS \W0.9;\T0.9; CAJA DE REGISTRO 45x45cm \W0.9;\T0.9; CAJA DE REGISTRO 45x45cm HACIA EL RIO LIMBANI TUBERIA PVC DN=250 mm Long. Aprox. = 100 m 3828.18 NIVELES PARA MANTENIMIENTO INSTALACIÓN DE CONTROL DE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B NAVE DE TOTORAS ESC. 1:20 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 5 5 5 5 5 CORTE A-A NAVE DE TOTORAS ESC. 1:50 5 5 5 Nivel de agua 3164.10 Nivel de agua 3164.09 Nivel de agua 3164.08 Nivel de agua 3164.07 Nivel de agua 3164.06 Nivel de agua 3164.05 Nivel de agua 3164.04 Nivel de agua 3164.03 Nivel de agua 3164.02 Nivel de agua 3164.01 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Adaptador UP-R con Tapón PVC Ø4" S/NTP 399.019 \W5.02835; Adaptador UP-R \W5.02835; con Tapón PVC \W5.02835; Ø4" S/NTP 399.019 PLANTA: NAVES DE TOTORAS ESC. 1:50 B A B A 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 5 5 5 5 5 CORTE A-A NAVE DE TOTORAS 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C.N.A. CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 HUMEDALES ARTIFICIALES ESC. 1:20 DETALLE DE CANAL DE SALIDA DE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B NAVE DE TOTORAS ESC. 1:20 NIVELES PARA MANTENIMIENTO ESC. 1:25 INSTALACIÓN DE CONTROL DE 5 5 5 5 5 5 5 5 5 Piso Concreto F'c=210Kg/cm2 Solado Concreto F'c=140 Kg/cm2 ESC. 1:20 DETALLE DE ACABADOS \W0.9;\T0.9; CAJA DE REGISTRO 45x45cm \W0.9;\T0.9; CAJA DE REGISTRO 45x45cm HACIA EL RIO LIMBANI TUBERIA PVC DN=250 mm Long. Aprox. = 100 m 3828.18 NIVELES PARA MANTENIMIENTO INSTALACIÓN DE CONTROL DE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B NAVE DE TOTORAS ESC. 1:20 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 5 5 5 5 5 CORTE A-A NAVE DE TOTORAS ESC. 1:50 5 5 5 Nivel de agua 3164.10 Nivel de agua 3164.09 Nivel de agua 3164.08 Nivel de agua 3164.07 Nivel de agua 3164.06 Nivel de agua 3164.05 Nivel de agua 3164.04 Nivel de agua 3164.03 Nivel de agua 3164.02 Nivel de agua 3164.01 153 S = 0.1 % 5 5 5 5 5 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% 3382.579 C.P. 05 1 2 3 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% CANALETA S = 1% C.P. 03 \W1.28612; LECHO DE \W0.85755; SECADO 02 C.P. 01 C.P. 02 C.P. 04 B D E D E G G H H \W5.00041; I \W4.85755; J \W4.85755; J K L L K B A A C C F F \W5.00041; I \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \W4.61946; M \W4.40082; M´ \W4.40082; M´ \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \W4.61946; M \W4.66708; N \W4.66708; N \W4.41852; N´ \W4.41852; N´ \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \W1.28612; LECHO DE \W1.00041; SECADO 01 \W0.85755; CAMARA DE \W0.85755; REJAS \W4.66708; R \W4.66708; R \W4.71470; S \W4.71470; S \W4.80993; T \W4.80993; T C.P. 06 C.P. 07 C.P. 08 C.P. 09 C.P. 10 C.P. 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.66708; U \W4.66708; U \W1.66342; TANQUE \W1.66342; IMHOFF \W2.02056; FILTRO \W2.02056; BIOLOGICO \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES \A1;S=1.00% FONDO DE HUMEDALES ARTIFICIALES 5 5 5 5 5 5 5 CT=3860.150 h = 1.20 m. 5 5 5 5 C.P. 12 \W2.09565; 3860.00 \W2.09565; 3857.50 5 PLANTA DE TRATAMIENTO DE AGUAS RESIDUALES (P.T.A.R) ESCALA: 1 : 500 1.90 3.00 .15 3.00 .15 3.00 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.20 .20 12.10 .10 .10 .20 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 .20 .20 12.00 .20 .10 .45 .20 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 1.30 .45 1.30 .20 31.75 .55 .40 .15 .55 .05 .95 .15 .05 .95 .15 .05 3.00 .15 3.00 .15 1.30 .45 1.30 .20 .30 .60 .20 .05 0.10 0.40 0.10 0.10 0.40 0.10 0.10 0.32 0.28 0.10 0.10 0.40 0.10 0.90 0.16 .10 .45 .20 .40 .15 .40 .50 .20 .05 .20 .10 .60 .20 .05 .20 12.00 .20 .05 .20 .60 .30 .50 .50 .30 0.05 0.05 0.10 0.10 0.20 0.30 0.60 .40 .50 .20 .10 .95 .15 .05 .20 .10 .60 .20 .05 0.20 12.00 0.20 .05 .20 .60 .30 0.50 0.50 0.30 0.05 0.05 3.00 .15 3.00 0.15 1.30 .45 1.30 .20 .30 .60 .20 .05 .10 .45 .20 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 3.00 .15 1.30 .45 1.30 .20 31.75 .55 .40 .15 .55 .05 .95 .15 .05 3.00 3.00 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA: NAVES DE TOTORAS ESC. 1:50 B A B A 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 5 5 5 5 5 CORTE A-A NAVE DE TOTORAS 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C.N.A. CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 HUMEDALES ARTIFICIALES ESC. 1:20 DETALLE DE CANAL DE SALIDA DE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B NAVE DE TOTORAS ESC. 1:20 NIVELES PARA MANTENIMIENTO ESC. 1:25 INSTALACIÓN DE CONTROL DE 5 5 5 5 5 5 5 5 5 Piso Concreto F'c=210Kg/cm2 Solado Concreto F'c=140 Kg/cm2 ESC. 1:20 DETALLE DE ACABADOS . NIVELES PARA MANTENIMIENTO INSTALACIÓN DE CONTROL DE Adaptador UP-R con Tapón PVC Ø4" S/NTP Adaptador UP-R con Tapón PVC Ø4" S/NTP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A INTERCONEXION ENTRE NAVES DE TOTORA ESC. 1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B NAVE DE TOTORAS ESC. 1:20 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 5 5 5 5 5 CORTE A-A NAVE DE TOTORAS ESC. 1:50 5 5 5 Nivel de agua Nivel de agua Nivel de agua Nivel de agua Nivel de agua Nivel de agua Nivel de agua Nivel de agua Nivel de agua Nivel de agua 5 5 Código Descripción Recurso Und. Cantidad 01 Tapón Hembra con Rosca PVC Ø 4" S/NTP SP u 18 02 Adaptador UP - Rosca PVC Ø 4" S/NTP u 18 03 Codo 90° PVC Ø 4" S/NTP SP u 2 04 Tee PVC Ø 8" S/NTP SP u 19 ACCESORIOS DE NAVE DE TOTORA ESPECIFICACIONES TECNICAS PASADA LAS 4 HORAS DESPUES CON MEZCLA 1:3 DE 5mm. DE ESPESOR Y ACABADO PULIDO. LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SERAN TARRAJEADAS CON MEZCLA 1:5 CEMENTO ARENA DE 1.5cm. DE ESPESOR Y ACABADO RAYADO. SOLADO: f'c= 14\fArial Narrow|b0|i0|c238|p34;0Kg/cm2 CONCRETO : EN GENERAL f'c=245Kg/cm2 EN AMBOS SE UTILIZARA ADITIVO IMPERMEABILIZANTE - SIKA 1 O SIMILAR EN PROPORCION DE ACUERDO A LAS ESPECIFICACIONES DEL FABRICANTE. 2.- 1.- ACERO : Fy=4200Kg/cm2 CEMENTO : PORTLAND TIPO I 3.-

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
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File Type	dwg
Materials	Concrete, Plastic
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Footprint Area
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Tags	autocad, block, cortes, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, lagoons, le gaz, machine room, maquinas, maschinenrauminstallations, plant, plants, provision, treatment, wasser bestimmung, water