Water – Treatment Plant – Project DWG Full Project for AutoCAD

Water – Treatment Plant – Project DWG Full Project for AutoCAD

Water – Treatment Plant – Project

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

Main channel, ground, typical, ground, lagoon, Projected #, Primary lagoon, Projected #, ground, lagoon, Primary lagoon, Ramp, access, ground, ground, box, box, box, box, lagoon, lagoon, Mailbox of, arrival, ground, ground, Drainpipe cleaning, ground, Effluent line, Projected #, Secondary lagoon, ground, ground, typical, ground, lagoon, Projected #, Primary lagoon, Projected #, ground, lagoon, Primary lagoon, Ramp, access, ground, ground, box, box, box, box, lagoon, lagoon, Mailbox of, arrival, ground, ground, Drainpipe cleaning, ground, Effluent line, Projected #, Secondary lagoon, water mirror, cut, water mirror, lagoon, lagoon, Volume of sludge, Towards lagoon, Towards lagoon, scale:, plant, Reception box, scale:, cut, Reception box, Concrete, Removable covers, Concrete data, Power line, Levee level, Sidelined, Enrocado, cut, Mirror dimension, Cash register, plant, scale:, cut, Cash register, Lagoons, Geomembrane placement, Placement of clay layer, In the perimeter, Coronation level, cut, Structures, Poor concrete f’c, Receiver box, Coronation level, water level, plant, Output device, Mm. Pvc, Brua to support planks, cut, Triangular outlet dump, Iron plate, cut, Diameter of the box, ceiling, Slabs, armor, background, armor, Type boot, Depths up, Concrete walls, Esc., plant, Fc, Channel, variable, concrete wall, simple, Fc, Concrete floor, Roof slab, Lower armor, Esc., Iron frame, section, Armor of, Bottom slab, Concrete cover, typical, Esc., Pipe entry, Additional in zone of, Armor slab background, Roof slab, In entrance area, Additional reinforcement, Esc., Mixed, Interior surfaces of bottom of mailboxes will be tarrajeadas, concrete, Specifications, Of interconnection of lagoons, dump, Sludge level, water mirror, Of sludge, Lagoon background, Quota, water table, Lagoon bottom level, Primary lagoon, Geomembrane cover, Lagoon bottom level, Stabilization ponds, section, Central side dykes, dump, Sludge level, Lagoon bottom level, Primary lagoon, Clay cover, Levels, Primary lagoons, Secondary lagoon, height, crown, free area, water mirror, Sludges, Lagoon background, water table, tube, Lag income, Interconnection, Exit, diameter, Iso, pending, primary, Lagoons, rule, Iso, dump, Sludge level, water mirror, Of sludge, Lagoon background, Quota, water table, crown, Flow input, Lagoon bottom level, Primary lagoon, Geomembrane cover, Lagoon bottom level, Stabilization ponds, section, Central side dykes, dump, Sludge level, Lagoon bottom level, Secondary lagoon, Lagoon bottom level, Levels, Primary lagoons, Secondary lagoon, height, crown, free area, water mirror, Sludges, Lagoon background, water table, tube, Lag income, Interconnection, Exit, diameter, Iso, pending, primary, Lagoons, rule, Iso, lagoon, Projected #, Primary lagoon, Projected #, Primary lagoon, Mailbox of, arrival, Drainpipe cleaning, to the river, Projected #, Secondary lagoon, Rio cañete, Main channel, lagoon, lagoon, to the river, cut, Structures, Poor concrete f’c, Receiver box, Coronation level, water level, plant, Output device, Mm. Pvc, Brua to support planks, cut, Triangular outlet dump, Iron plate, cut, Diameter of the box, ceiling, Slabs, armor, background, armor, Type boot, Depths up, Concrete walls, Esc., plant, Fc, Channel, variable, concrete wall, simple, Fc, Concrete floor, Roof slab, Lower armor, Esc., Iron frame, section, Armor of, Bottom slab, Concrete cover, typical, Esc., Pipe entry, Additional in zone of, Armor slab background, Roof slab, In entrance area, Additional reinforcement, Esc., Mixed, Interior surfaces of bottom of mailboxes will be tarrajeadas, concrete, Specifications, Of interconnection of lagoons, Concrete retaining wall, District municipality of pacaran, sheet, draft, owner, To p.r, Rev., J.b.ch, Dib, date, Indicated, scale, Annotations, province, design, flat, district, Department, They will pack, You fell, lime, Of the sewage systems of the sewage treatment plant of the district of, category, Processing facilities, Ing. Mario jara ramirez, Details plant treatment, District municipality of pacaran, sheet, draft, owner, To p.r, Rev., J.b.ch, Dib, date, Indicated, scale, Annotations, province, design, flat, district, Department, They will pack, You fell, lime, Of the sewage systems of the sewage treatment plant of the district of, category, Treatment plant

Raw text data extracted from CAD file:

CANAL PRINCIPAL BY-PASS C989 TERRENO 40.641 \A1;. \A1;0,70 tipico \A1;5.20 \A1;2.00 \A1;3 m \A1;29.60 \A1;2.00 \A1;3 m \A1;29.60 \A1;5.20 \A1;3.00 \A1;0.50 \A1;0.60 \A1;1.50 \A1;0.50 \A1;5.20 \A1;2.00 \A1;4 m \A1;69.60 \A1;2.00 \A1;22.00 \A1;5.20 \A1;4.00 \A1;0.50 \A1;0.60 \A1;1.50 \A1;0.50 4,00 \A1;4.00 75,00 80,00 7,50 65,00 7,50 5,00 30,00 5,00 40,00 3,00 5,00 30,00 5,00 40,00 7,55 65,00 7,50 1,50 27,00 1,50 30,00 1,50 72,00 1,50 80,00 7,50 65,00 7,50 5,00 30,00 5,00 40,00 3,00 5,00 30,00 5,00 40,00 7,55 65,00 7,50 1,50 27,00 1,50 30,00 1,50 72,00 1,50 75,00 4,00 C471 TERRENO 41.229 C474 LAGUNA 40.583 NF = 26.50 NA = 28.50 AREA= 3,200 m2 PROYECTADA Nº 1 LAGUNA PRIMARIA NF = 26.50 NA = 28.50 AREA= 3,200 m2 PROYECTADA Nº 2 C471 TERRENO 41.229 C474 LAGUNA 40.583 LAGUNA PRIMARIA RAMPA DE ACCESO C531 TERRENO 34.591 C411 TERRENO 41.269 C412 CAJA 41.300 C413 CAJA 41.245 C414 CAJA 41.233 C415 CAJA 41.300 C416 LAGUNA 40.618 C434 LAGUNA 40.586 BUZON DE LLEGADA C531 TERRENO 34.591 C848 TERRENO 38.447 TUBERIA DE DESAGUE Y LIMPIEZA d 300mm. C846 TERRENO 35.573 LINEA EFLUENTE A CANAL PROYECTADA Nº 2 AREA= 2,250 m2 LAGUNA SECUNDARIA NF = 26.30 NMA= 28.30 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 -8568375.980527304 C989 TERRENO 40.641 C989 TERRENO 40.641 -8568375.980527304 \A1;80.00 \A1;5.20 \A1;69.60 \A1;5.20 \A1;5.20 \A1;29.60 \A1;5.20 \A1;40.00 \A1;3.00 \A1;5.20 \A1;29.60 \A1;5.20 \A1;40.00 \A1;5.20 \A1;69.60 \A1;5.20 \A1;4.00 \A1;22.00 \A1;4.00 \A1;30.00 \A1;4.00 \A1;67.00 \A1;4.00 \A1;75.00 \A1;0,70 tipico \A1;5.20 \A1;4.00 \A1;5.20 \A1;40.00 C471 TERRENO 41.229 C474 LAGUNA 40.583 NF = 26.50 NA = 28.50 AREA= 3,200 m2 PROYECTADA Nº 1 LAGUNA PRIMARIA NF = 26.50 NA = 28.50 AREA= 3,200 m2 PROYECTADA Nº 2 C471 TERRENO 41.229 C474 LAGUNA 40.583 LAGUNA PRIMARIA RAMPA DE ACCESO C531 TERRENO 34.591 C411 TERRENO 41.269 C412 CAJA 41.300 C413 CAJA 41.245 C414 CAJA 41.233 C415 CAJA 41.300 C416 LAGUNA 40.618 C434 LAGUNA 40.586 BUZON DE LLEGADA C531 TERRENO 34.591 C848 TERRENO 38.447 TUBERIA DE DESAGUE Y LIMPIEZA d 300mm. C846 TERRENO 35.573 LINEA EFLUENTE A CANAL PROYECTADA Nº 2 AREA= 2,250 m2 LAGUNA SECUNDARIA NF = 26.30 NMA= 28.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 1.5 1 1 2 ESPEJO DE AGUA 2 1 2 1 CORTE A-A 5.55 4.00 3.60 ESPEJO DE AGUA 6.10 1 2 LAGUNA N°1 ESCALA:1/200 5.00 67.00 5.00 3.50 5.00 3.50 5.00 114.00 LAGUNA N°3 LAGUNA N°2 LAGUNA N°4 VOLUMEN DE LODOS VOLUMEN DE LODOS 3/8" c. .25 3/8" c. .25 Hacia Laguna 1.42 .15 .15 .15 1.42 .15 Hacia Laguna ESCALA: 1/25 PLANTA CAJA DE RECEPCION A A ESCALA: 1/25 CORTE A-A CAJA DE RECEPCION de concreto Tapas desmontables Dado de concreto 8" Linea de Impulsion Nivel de Dique 3/8" c. .25 3/8" c. .25 .40 .15 .75 .52 .10 .10 .15 .15 .15 .15 1.10 0.85 0.65 .35 Ø 1/4" c. 0.15 DN 200 f'c=140 kg/cm SOLAQUEADO 4"-10" \U+2205 ENROCADO \A1;1.00 e=0.20 m. CORTE A -A 1 1 DN200 5.42 3.42 2 COTA DE ESPEJO 5.32 5.92 .35 3/8" c. .25 3/8" c. .25 Ø 1/4" c. 0.15 .80 .15 .10 .15 .10 .50 .80 .15 .15 .80 .15 .15 3/8" c. .25 3/8" c. .25 .60 .07 DN 200 DN 200 3.00 CAJA DE INGRESO PLANTA ESCALA: 1/25 ESCALA: 1/25 CORTE A-A CAJA DE INGRESO 3.60 4.00 5.55 6.10 4.00 3.60 5.55 6.10 LAGUNAS N° 1, 2, 3 Y 4 2 1 1 2 1 2 COLOCACION DE GEOMEMBRANA COLOCACION DE CAPA DE ARCILLA EN EL PERIMETRO NIVEL DE CORONACION 3.00 0.20 0.60 3.00 3.00 0.20 0.20 2.00 .80 .15 .15 CORTE A - A ESTRUCTURAS .10 .20 Ø 3/8" @ .25 Concreto pobre f'c = 100 Kg/cm2 .10 .10 Ø 3/8" @ .25 1/4" @ .15 8 Ø 3/8" .10 ( 1.00 x 1.00 ) Caja Receptora 2 1 1.15 .60 .60 .15 .15 .15 .10 .15 .15 .20 .15 NIVEL DE CORONACION 1.00 .30 .50 Nivel de agua .50 .05 .30 .55 PLANTA DISPOSITIVO DE SALIDA A C C B A B 200 mm. PVC - S = 10 % Bruña ( para apoyar tablones ) 1.15 .60 .15 .60 .15 2.35 .89 E = 1/25 CORTE B - B Ø 3/8" @ .25 .05 .05 .15 .10 .60 .10 .15 .10 .15 .35 .55 .50 E = 1/10 VERTEDERO TRIANGULAR DE SALIDA .69 e = 1/4" Plancha de fierro 90º .63 .25 .10 .025 .065 .065 .50 E = 1/25 CORTE C - C Ø 3/8" @ .25 .05 .05 1.05 .15 .10 .15 .15 .065 DIAMETRO DEL BUZON TECHO h1 =0.15 LOSAS a h2 ARMADURA FONDO ARMADURA 1.20 0.15 d3/8" @0.15 BUZON TIPO I PROFUNDIDADES HASTA 2.50m MUROS DE CONCRETO f`c = 175 Kg/cm2. d1/2" @0.15 a/s ESC. 1:20 PLANTA f'c = 210 Kgf/cm CANALETA F'c=100Kg/cm2 2 A VARIABLE a (Ver Cuadro) MURO DE CONCRETO SIMPLE F'c=210Kg/cm2 f'c = 100 Kgf/cm SOLADO DE CONCRETO 2 A . DE LOSA DE TECHO ARMADURA INFERIOR ESC. 1:20 MARCO DE FIERRO SECCION A-A ARMADURA DE LOSA DE FONDO TAPA DE CONCRETO 0.15 0.30 0.15 0.15 1.20 0.10 0.15 d(VER CUADRO) 4d5/8" 0,70 tipico ESC. 1:20 ESC. 1:20 INGRESO DE TUBERIA ADICIONAL EN ZONA DE DETALLE-REFUERZO ARMADURA LOSA DE FONDO d3/8" DE LOSA DE TECHO EN ZONA DE INGRESO REFUERZO ADICIONAL ESC. 1:20 -RECUBRIMIENTOS: e = 0.03 m -ACERO f'y=4200 Kg/cm2 CON MEZCLA CEMENTO/ARENA 1:5 -LAS SUPERFICIES INTERIORES DE LOSA DE FONDO DE BUZONES SERAN TARRAJEADAS CONCRETO f'c= 175 Kg/cm2 ESPECIFICACIONES Y DE INTERCONEXION DE LAGUNAS 5 5 VERTEDERO NIVEL DE LODOS ESPEJO DE AGUA DE LODOS FONDO DE LAGUNA COTA NIVEL FREATICO 2 1 NIVEL DE FONDO DE LAGUNA LAGUNA PRIMARIA COBERTURA DE GEOMEMBRANA 2 1 NIVEL DE FONDO DE LAGUNA 3 m LAGUNAS DE ESTABILIZACION SECCION A-A' DIQUES LATERAL Y CENTRAL 29.60 5 VERTEDERO NIVEL DE LODOS 2 1 NIVEL DE FONDO DE LAGUNA LAGUNA PRIMARIA COBERTURA DE ARCILLA 3 m 29.60 A 5 5 NIVELES LAGUNAS PRIMARIAS LAGUNA SECUNDARIA ALTURA (M) ALTURA (H) CORONA 2.60 2.00 AREA LIBRE 0.50 0.50 ESPEJO DE AGUA 1.50 1.50 LODOS 0.60 0.10 FONDO LAGUNA 0.00 0.00 NIVEL FREATICO -0.50 -0.50 TUBO INGRESO A LAG. INTERCONECCION SALIDA DE DIAMETRO 200 mm ISO 1435 PENDIENTE 1.5 % PRIMARIA LAGUNAS 200 mm 250 mm 1.5 % 1.5 % NORMA ISO 1435 ISO 1435 5 5 5 5 B B 5 5 VERTEDERO NIVEL DE LODOS ESPEJO DE AGUA DE LODOS FONDO DE LAGUNA COTA NIVEL FREATICO CORONA INGRESO DE FLUJO 2 1 NIVEL DE FONDO DE LAGUNA LAGUNA PRIMARIA COBERTURA DE GEOMEMBRANA 2 1 NIVEL DE FONDO DE LAGUNA 4 m LAGUNAS DE ESTABILIZACION SECCION B-B' DIQUES LATERAL Y CENTRAL 69.60 5 VERTEDERO NIVEL DE LODOS 2 1 NIVEL DE FONDO DE LAGUNA LAGUNA SECUNDARIA 22.00 5 5 5 5 5 5 2 1 NIVEL DE FONDO DE LAGUNA 5 5 NIVELES LAGUNAS PRIMARIAS LAGUNA SECUNDARIA ALTURA (M) ALTURA (H) CORONA 2.60 2.00 AREA LIBRE 0.50 0.50 ESPEJO DE AGUA 1.50 1.50 LODOS 0.60 0.10 FONDO LAGUNA 0.00 0.00 NIVEL FREATICO -0.50 -0.50 TUBO INGRESO A LAG. INTERCONECCION SALIDA DE DIAMETRO 200 mm ISO 1435 PENDIENTE 1.5 % PRIMARIA LAGUNAS 200 mm 250 mm 1.5 % 1.5 % NORMA ISO 1435 ISO 1435 A A B B C474 LAGUNA 40.583 AREA= 3,200 m2 PROYECTADA Nº 1 LAGUNA PRIMARIA AREA= 3,200 m2 PROYECTADA Nº 2 LAGUNA PRIMARIA BUZON DE LLEGADA TUBERIA DE DESAGUE Y LIMPIEZA AL RIO PROYECTADA Nº 2 AREA= 2,250 m2 LAGUNA SECUNDARIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \Ftxt.shx;\W1.0000000000;\T1.0000000000;\o\l655.00 \Ftxt.shx;\W1.0000000000;\T1.0000000000;\o\l655.00 \Ftxt.shx;\W1.0000000000;\T1.0000000000;\o\l657.50 11365 RIO CAÑETE C.T.+660.37 C.F.+659.17 1.20 BY-PASS CANAL PRINCIPAL C.T.+660.37 C.F.+658.91 1.46 C.T.+660.37 C.F.+658.27 2.10 L = 42.75 m S = 1.5 % C474 LAGUNA 40.583 C474 LAGUNA 40.583 AL RIO C.T.+660.37 C.F.+658.57 1.80 C.T.+660.37 C.F.+658.41 1.96 C.T.+660.37 C.F.+657.765 2.605 C.T.+660.37 C.F.+657.925 2.445 C.T.+660.37 C.F.+657.205 3.165 L = 37.49 m S = 1.5 % NT:660.37 NA:659.87 NL:658.37 NF:657.77 NA:659.87 NL:658.37 NF:657.77 NT:660.37 NT:660.37 NA:659.87 B´ B A A` Es : 1:75 Es : 1:75 .80 .15 .15 CORTE A - A ESTRUCTURAS .10 .20 Ø 3/8" @ .25 Concreto pobre f'c = 100 Kg/cm2 .10 .10 Ø 3/8" @ .25 1/4" @ .15 8 Ø 3/8" .10 ( 1.00 x 1.00 ) Caja Receptora 2 1 1.15 .60 .60 .15 .15 .15 .10 .15 .15 .20 .15 NIVEL DE CORONACION 1.00 .30 .50 Nivel de agua .50 .05 .30 .55 PLANTA DISPOSITIVO DE SALIDA A C C B A B 200 mm. PVC - S = 10 % Bruña ( para apoyar tablones ) 1.15 .60 .15 .60 .15 2.35 .89 E = 1/25 CORTE B - B Ø 3/8" @ .25 .05 .05 .15 .10 .60 .10 .15 .10 .15 .35 .55 .50 E = 1/10 VERTEDERO TRIANGULAR DE SALIDA .69 e = 1/4" Plancha de fierro 90º .63 .25 .10 .025 .065 .065 .50 E = 1/25 CORTE C - C Ø 3/8" @ .25 .05 .05 1.05 .15 .10 .15 .15 .065 DIAMETRO DEL BUZON TECHO h1 =0.15 LOSAS a h2 ARMADURA FONDO ARMADURA 1.20 0.15 d3/8" @0.15 BUZON TIPO I PROFUNDIDADES HASTA 2.50m MUROS DE CONCRETO f`c = 175 Kg/cm2. d1/2" @0.15 a/s ESC. 1:20 PLANTA f'c = 210 Kgf/cm CANALETA F'c=100Kg/cm2 2 A VARIABLE a (Ver Cuadro) MURO DE CONCRETO SIMPLE F'c=210Kg/cm2 f'c = 100 Kgf/cm SOLADO DE CONCRETO 2 A DE LOSA DE TECHO ARMADURA INFERIOR ESC. 1:20 MARCO DE FIERRO SECCION A-A ARMADURA DE LOSA DE FONDO TAPA DE CONCRETO 0.15 0.30 0.15 0.15 1.20 0.10 0.15 d(VER CUADRO) 4d5/8" 0,70 tipico ESC. 1:20 ESC. 1:20 INGRESO DE TUBERIA ADICIONAL EN ZONA DE DETALLE-REFUERZO ARMADURA LOSA DE FONDO d3/8" DE LOSA DE TECHO EN ZONA DE INGRESO REFUERZO ADICIONAL ESC. 1:20 -RECUBRIMIENTOS: e = 0.03 m -ACERO f'y=4200 Kg/cm2 CON MEZCLA CEMENTO/ARENA 1:5 -LAS SUPERFICIES INTERIORES DE LOSA DE FONDO DE BUZONES SERAN TARRAJEADAS CONCRETO f'c= 175 Kg/cm2 ESPECIFICACIONES Y DE INTERCONEXION DE LAGUNAS 5 5 NT:660.37 NA:659.17 NF:657.67 NT:660.37 S = 1.0% S = 1.0% S = 1.5% S = 1.5% S = 1.5% S = 1.5 % L = 29.41 m L = 24.00 m L = 31.11 m L = 10.75 m L = 10.75 m S = 1.5% S = 1.0% S = 1.0% S = 1.0% S = 1.0% S = 1.0% S = 1.0% 5 C.T.+660.37 C.F.+659.17 1.20 C.T.+660.37 C.F.+658.81 1.56 C.T.+660.37 C.LL.+658.34 2.03 Muro de contencion L=200m. concreto 40.00 MAR.2008 MUNICIPALIDAD DISTRITAL DE PACARAN LAMINA PROYECTO PROPIETARIO A.P.R REV. J.B.CH DIB FECHA INDICADAS ESCALA ANOTACIONES PROVINCIA DISEÑO PLANO DISTRITO DEPARTAMENTO PACARAN CAÑETE LIMA "CONSTRUCCION DE LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO Y LA PLANTA DE TRTAMIENTO DE AGUAS RESIDUALES DEL DISTRITO DE PACARAN-CAÑETE" PT-01 CATEGORIA PLANTA DE TRATAMIENTO ING. MARIO JARA RAMIREZ DETALLES PLANTA TRATAMIENTO MAR.2008 MUNICIPALIDAD DISTRITAL DE PACARAN LAMINA PROYECTO PROPIETARIO A.P.R REV. J.B.CH DIB FECHA INDICADAS ESCALA ANOTACIONES PROVINCIA DISEÑO PLANO DISTRITO DEPARTAMENTO PACARAN CAÑETE LIMA "CONSTRUCCION DE LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO Y LA PLANTA DE TRTAMIENTO DE AGUAS RESIDUALES DEL DISTRITO DE PACARAN-CAÑETE" PT-02 CATEGORIA PLANTA DE TRATAMIENTO ING. MARIO JARA RAMIREZ DETALLES PLANTA TRATAMIENTO

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DWG, full, kläranlage, plant, Project, treatment, treatment plant, water