Stabilization Lagoon – Project In Lucanas District DWG Full Project for AutoCAD

Stabilization Lagoon – Project In Lucanas District DWG Full Project for AutoCAD

Stabilization lagoon – Plants – Sections – Elevation – Amplification and improves of system potable water in Lucanas district

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

Square dimensions of standardized interceptor tanks, Tank int., dimensions, Number of, Families, Cant, Und, Cap., long, width, height, total, height, to. beef., height, Sludges, height, Cream, Platen grille, Free separation cm., Platinum frame, Esc, Cut primary pond, Esc, Cut secondary lagoon, Esc, Cut secondary lagoon, Goes lag flow distribution box. Stabilization tub. Pvc dn mm, Level of ground rammed, Grille met., Metal railing tub. Black, Mat. Compacted fill product of the excavation, detail, Esc, column, Metal railing tub. Black, observations, Specifications, Cuts of the stabilization lagoon, Lucas, district, province, Lucas, I love you, region, country, Peru, sheet, scale, Extension project improvement of the potable water system of the district of lucanas, Special project sierra south center, Revisions, Director of studies studies, location, design:, flat, draft, Selected stone masonry, Mat. Compacted clay waterproofing layer, Mat. Compacted fill product of the excavation, Mat. Compacted clay waterproofing layer, Selected stone masonry, yam, Mat. Compacted fill product of the excavation, yam, Selected stone masonry, yam, Level of natural terrain, Mat. Compacted clay waterproofing layer, Selected stone masonry, Mat. Compacted fill product of the excavation, Mat. Compacted fill product of the excavation, Mat. Compacted fill product of the excavation, Mat. Compacted clay waterproofing layer, Selected stone masonry, Mat. Compacted fill product of the excavation, Mat. Compacted clay waterproofing layer, Mat. Compacted fill product of the excavation, observations, Specifications, Special project sierra south center, draft, flat, design:, Lucas, Extension project improvement of the potable water system of the district of lucanas, location, Director of studies studies, province, district, Lucas, Works of art of the stabilization lagoon, scale, Indicated, sheet, Peru, country, region, I love you, Revisions, Cut discharge structure of the tributary to the river, Structure of discharge of the tributary to the river, River, Large stone, Base masonry, Gravel filter, Perf. Mm, Drainage pipe, Esc, Gravel filter, Base masonry, Large stone, Esc, Drainage pipe, Perf. Mm, Slab, Metal railing tub. Black, Metal railing tub. Black, Grille met., Slab, Concrete of, item, description, Proportional sutro metal pourer, Metal grid of, Metal gate of, Shrapnel, Unid, Cant, Und, Und, Und, Und, Triangular metal spillway type, Und, Und, Triangular metallic type spillway ii, Triangular metallic spillway type iii, Metered, description, item, Cant, Unid, Cutter, Esc, Cutter, Esc, cut, Esc, cut, Metal suture dump, Esc, Metal sutro dump, Separation plate grille, Cut box distribution, Esc, Triangular metal dump type, your B. Of income, Towards the distribution box, your B. Output, pending, pending, your B. Of income, your B. Output, Towards the distribution box, Of the sandblast, your B. Input, your B. Output, The primary lagoon, Cut box distribution, Esc, Of the primary lagoon, your B. Input, Of the primary lagoon, The secondary lagoon, your B. Output, your B. Input, Of the primary lagoon, The secondary lagoon, your B. Output, Meeting box cut, Esc, Meeting box cut, Esc, Meeting box cut, Triangular metal dump type ii iii, Extension project improvement of the potable water system of the district of lucanas, observations, Specifications, Revisions, design:, flat, draft, I love you, region, country, Peru, sheet, scale, Lucas, district, province, Director of studies studies, location, Lucas, Special project sierra south center, detail, Esc, angle, Metal gate of, detail, Esc, detail, Detail of the edge of the metal sheet, your B. Income of, Esc, Detail of the section of the sutro dump in sheet metal, Front view outlet box, Esc, Cut out box, Esc, Concrete of, your B. Income of, column, column, Cut column, Esc, column, Esc, column, Esc, column, Esc, column, Esc, Esc, Cut column, Esc, Cut column, Esc, Cut column, Esc, Cut column, Works of art of the stabilization lagoon, Indicated, Separation plate grille, Metal gate, detail, your B. Output, The primary lagoon, your B. Output, Of the sandblast, your B. Input, Triangular metal dump type, Cut box distribution, Esc, your B. Output, N., By pass, Esc, Sections

Raw text data extracted from CAD file:

CUADRO 4.17 : DIMENSIONES DE TANQUES INTERCEPTORES STANDARIZADOS TANQUE INT. DIMENSIONES (m) Nº DE FAMILIAS CANT Und CAPC. m3 LARGO ANCHO ALTURA TOTAL ALTURA A. RES. ALTURA LODOS ALTURA NATAS 04 07 10 05 03 03 3.24 5.29 7.26 2.00 2.40 2.65 1.10 1.30 1.50 1.50 1.70 1.90 1.32 1.58 1.76 0.87 1.08 1.24 0.08 0.09 0.11 \A1;0.30 \A1;57.50 \A1;3.00 \A1;8.40 \A1;80.80 \A1;32.50 \A1;3.00 \A1;45.00 \A1;3.00 \A1;55.80 \A1;3.00 \A1;37.00 \A1;3.00 \A1;47.40 \A1;24.50 \A1;2.00 \A1;0.50 \A1;2.50 \A1;0.80 \A1;0.15 \A1;0.50 \A1;1.73 \A1;0.80 \A1;0.80 \A1;0.80 \A1;2.40 \A1;2.40 \A1;2.80 \A1;2.40 \A1;2.47 \A1;2.50 \A1;1.06 \A1;1.44 \A1;2.50 \A1;0.50 \A1;2.00 \A1;2.65 \A1;0.65 \A1;2.00 \A1;2.20 \A1;3.77 \A1;2.20 \A1;3.00 \A1;28.00 \A1;3.00 \A1;38.40 \A1;15.50 \A1;2.00 \A1;0.65 \A1;2.65 \A1;2.20 \A1;2.20 \A1;6.25 \A1;1.20 \A1;1.23 \A1;1.25 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;8.40 \A1;3.77 \A1;1.20 \A1;1.23 \A1;1.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;7.95 \A1;3.77 \A1;1.10 \A1;0.85 \A1;1.64 \A1;0.30 \A1;7.95 \A1;0.30 \A1;0.30 \A1;6.25 \A1;1.10 \A1;7.95 \A1;1.64 \A1;0.30 \A1;0.30 \A1;3.77 \A1;0.85 \A1;7.95 \A1;0.30 \A1;0.30 \A1;6.25 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\A1;0.15 \A1;0.65 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.75 \A1;0.10 \A1;0.15 \A1;1.00 \A1;0.35 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.35 \A1;0.35 \A1;0.15 \A1;1.35 \A1;0.15 \A1;0.35 \A1;0.48 \A1;0.14 \A1;0.23 \A1;0.30 \A1;0.40 \A1;0.30 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.075 \A1;0.50 \A1;0.075 \A1;0.15 \A1;0.075 \A1;0.50 \A1;0.075 \A1;0.15 \A1;0.225 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.225 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.35 \A1;0.35 \A1;1.70 \A1;0.35 \A1;0.35 \A1;0.80 \A1;1.25 \A1;0.35 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.35 \A1;0.11 \A1;0.93 \A1;0.11 \A1;0.23 \A1;0.40 \A1;0.23 \A1;0.33 \A1;0.50 \A1;0.33 \A1;0.48 \A1;0.14 \A1;0.23 \A1;0.30 \A1;1.00 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.18 \A1;0.50 \A1;0.17 \A1;0.15 \A1;0.68 \A1;0.33 \A1;0.15 \A1;0.85 \A1;0.15 \A1;1.15 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.05 \A1;0.20 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85.0 62.94 5.27 90.0 66.64 5.12 95.0 70.34 4.99 100.0 74.04 4.86 a y / y x \A1;0.15 \A1;90° \A1;90° \A1;90° \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.70 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.50 \A1;1.73 \A1;0.25 \A1;0.22 \A1;0.13 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.20 \A1;8.35 \A1;8mm \A1;6mm \A1;3.00 \A1;70.00 \A1;0.15 \A1;0.50 \A1;1.73 \A1;0.25 \A1;0.22 \A1;0.13 \A1;4.95 \A1;4.50 \A1;4.50 \A1;1.75 \A1;4.95 \A1;3.99 \A1;1.75 \A1;1.37 \A1;0.74 \A1;0.74 \A1;2.40 \A1;1.37 \A1;0.74 \A1;0.74 \A1;2.40 \A1;1.47 \A1;0.51 \A1;0.20 \A1;0.80 \A1;2.06 \A1;0.60 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.60 \A1;2.01 \A1;1.45 \A1;0.51 \A1;0.20 \A1;0.80 \A1;0.60 \A1;0.20 \A1;2.02 \A1;0.80 \A1;1.47 \A1;0.51 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.51 \A1;1.47 \A1;1.97 \A1;0.20 \A1;0.80 \A1;0.275 \A1;0.25 \A1;0.275 \A1;2.65 \A1;0.20 \A1;0.80 \A1;0.275 \A1;0.25 \A1;0.275 \A1;0.80 \A1;0.20 \A1;2.61 \A1;0.25 \A1;0.275 \A1;0.275 \A1;0.20 \A1;1.95 \A1;0.80 \A1;0.275 \A1;0.275 \A1;0.25 \A1;0.20 \A1;2.62 \A1;0.80 \A1;0.25 \A1;0.275 \A1;0.275 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.34 \A1;0.34 \A1;0.69 \A1;0.36 REJILLA DE PLATINA 1"x1/8" SEPARACION LIBRE : 2. 54 cm. MARCO DE PLATINA 1"x1/8" \A1;0.35 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.35 \A1;1.65 \A1;0.15 \A1;0.07 \A1;0.40 \A1;0.175 \A1;0.15 \A1;0.175 \A1;0.40 \A1;0.07 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.075 \A1;0.50 \A1;0.23 \A1;1.75 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.35 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.60 \A1;0.10 0.30 57.50 5 5 80.80 55.80 32.50 45.00 5 5 ESC 1:50 CORTE A-A; LAGUNA DE ESTAILIZACION PRIMARIA CORTE B-B; LAGUNA DE ESTAILIZACION PRIMARIA ESC 1:50 CORTE C-C; LAGUNA DE ESTAILIZACION SECUNDARIA Y TERCEARIA ESC 1:50 5 37.00 5 47.40 24.50 5 5 5 CORTE D-D; LAGUNA DE ESTAILIZACION SECUNDARIA Y TERCEARIA <== Va Caja de Distribución de Caudales Lag. Estabilización Tub. PVC DN 160 mm 5 5 5 5 Nivel de Terreno Apisonado 5 5 5 Rejilla Met. e=3mm 0.50 x 0.50 m Baranda Metálica Tub. Negra Ø 1.5" Mat. Relleno Compactado Producto de la Excavaciòn DETALLE A ESC 1:10 Columna C01 f'c=210 Kg/Cm2 Baranda Metálica Tub. Negra Ø 1.1/5" 5 5 5 5 Observaciones Especificaciones Cortes de la Laguna de Estabilización 22 Lucanas Lucanas Distrito : Provincia : Lucanas Ayacucho Región : Pais : Perú Lamina : 1 : 50 Escala : Proyecto de ampliación y mejoramiento del sistema de agua potable y alcantarillado del Distrito de Lucanas PROYECTO ESPECIAL SIERRA CENTRO SUR Revisiones DIRECCION DE OBRAS Y ESTUDIOS Localidad : Diseño: Plano : Proyecto : Mamposteria de piedra seleccionada e=0.15m Mat. Arcilla Compactado Capa de impermeabilización e=0.10m 2 1 2.5 1 Mat. Relleno Compactado Producto de la Excavaciòn 5 5 5 5 5 5 5 Mat. Arcilla Compactado Capa de impermeabilización e=0.10m 5 5 5 Mamposteria de piedra seleccionada e=0.15m NAME 5 5 Mat. Relleno Compactado Producto de la Excavaciòn 5 28.00 38.40 5 5 5 5 5 NAME 15.50 Mamposteria de piedra seleccionada e=0.15m 5 5 NAME NAME 5 5 5 5 NT 0.00 Nivel de Terreno Natural Nivel de Terreno Natural Nivel de Terreno Natural NC +1.20 NA +0.70 NF -1.30 NF -1.30 NA +0.60 5 5 5 0.30 0.30 NC +1.20 5 5 NT 0.00 1 2 5 5 5 1 Mat. Arcilla Compactado Capa de impermeabilización e=0.10m Mamposteria de piedra seleccionada e=0.15m Mat. Relleno Compactado Producto de la Excavaciòn 0.30 2.5 0.30 0.30 0.30 0.30 Mat. Relleno Compactado Producto de la Excavaciòn NA +0.70 5 NT 0.00 5 5 0.30 2 1 0.30 Mat. Relleno Compactado Producto de la Excavaciòn NC +1.10 2.5 5 Mat. Arcilla Compactado Capa de impermeabilización e=0.10m 5 1 Mamposteria de piedra seleccionada e=0.15m 5 0.30 0.30 5 NT 0.00 5 5 5 1 2 NC +1.10 Mat. Relleno Compactado Producto de la Excavaciòn 0.30 0.30 5 5 1 Mat. Arcilla Compactado Capa de impermeabilización e=0.10m 2.5 NF -1.40 NA +0.60 0.30 0.30 5 5 Mat. Relleno Compactado Producto de la Excavaciòn Observaciones Especificaciones PROYECTO ESPECIAL SIERRA CENTRO SUR Proyecto : Plano : Diseño: Lucanas Proyecto de ampliación y mejoramiento del sistema de agua potable y alcantarillado del Distrito de Lucanas Localidad : DIRECCION DE OBRAS Y ESTUDIOS Provincia : Distrito : Lucanas Lucanas Obras de arte de la Laguna de Estabilización Escala : Indicadas Lamina : Perú Pais : Región : Ayacucho 24 Revisiones 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 NF -1.40 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 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE D-D; ESTRUCTURA DE DESCARGA DEL AFLUENTE AL RIO 2.60 ESTRUCTURA DE DESCARGA DEL AFLUENTE AL RIO D D 0.20 0.20 <== RIO De Piedra Grande Manpostería a Base Filtro Gravilla (Ø8-20 mm) Perf. Ø 100 mm Tubería Drenaje 2.20 2.00 0.20 0.90 0.80 0.90 ESC 1:50 (Ø8-20 mm) Filtro Gravilla 5 5 5 5 5 Manpostería a Base De Piedra Grande 5 5 5 ESC 1:25 Tubería Drenaje Perf. Ø 100 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Losa CºAº f'c=210 Kg/Cm2 Baranda Metálica Tub. Negra Ø 1.1/5" 5 5 5 5 5 5 5 Baranda Metálica Tub. Negra Ø 1.5" 5 5 Rejilla Met. e=3mm 0.50 x 0.50 m 5 5 5 Losa CºAº f'c=210 Kg/Cm2 NF -1.70 1 1.5 Concreto de f'c=210 kg/cm2 2.40x2.40, e=0.15m NF -1.70 1 1.5 ITEM DESCRIPCION 01 02 03 Vertedor Sutro o proporcional metalico Rejilla metalica de 1/4" e=1" Compuerta metalica de 0.4x0.6 m METRADO CAMARA DE REJAS Y DESARENADOR UNID CANT. Und 01 Und 02 Und 02 02 Und 01 Vertedor Metálico Triangular Tipo I 01 Und 01 Und 03 02 Vertedor Metálico Triangular Tipo II Vertedor Metálico Triangular Tipo III METRADO DESCRIPCION ITEM CANT. UNID C C D D A A CORTE B-B; CAMARA DE REJAS Y DESARENADOR ESC 1:25 B B CORTE A-A; CAMARA DE REJAS Y DESARENADOR ESC 1:25 CORTE C-C ESC 1:25 ESC 1:25 CORTE D-D VERTEDERO SUTRO METALICO ESC 1:10 0.1 0.07 61.70 0.2 0.15 56.13 0.3 0.22 52.20 0.4 0.30 49.13 0.5 0.37 46.61 0.6 0.44 44.49 0.7 0.52 42.65 0.8 0.59 41.04 0.9 0.67 39.61 1.0 0.74 38.32 2.0 1.48 30.03 3.0 2.22 25.55 4.0 2.96 22.62 5.0 3.70 20.52 10.0 7.40 14.94 15.0 11.11 12.33 20.0 14.81 10.73 a y / y 2x 2x / y a y 6.86 7.22 7.65 8.17 8.81 9.63 5.80 6.02 6.26 6.54 50.0 45.0 40.0 35.0 30.0 25.0 70.0 65.0 60.0 55.0 40.72 51.83 48.13 44.42 18.51 37.02 33.32 29.62 25.91 22.21 y x Vertedero sutro metalico de 6mm (1/4") Vertedero sutro metalico de 6mm (1/4") Rejilla de platina de 1/4"x1/4" separacion e=1" CORTE F-F; CAJA DE DISTRIBUCION ESC 1:25 E E Vertedero metalico triangular tipo I Vertedero metalico triangular tipo I Tub. de Ingreso 10" hacia la caja de distribucion Tub. de salida 10" Pendiente 2.68% 5 Pendiente 2.68% Pendiente 0.52% Pendiente 2.75% Tub. de Ingreso 10" Tub. de salida 10" hacia la caja de distribucion del desarenador Tub. de entrada 10" Tub. de salida 8" a la laguna primaria CORTE G-G; CAJA DE DISTRIBUCION ESC 1:25 de la laguna primaria Tub. de entrada 8" Tub. de entrada 8" de la laguna primaria a la laguna secundaria Tub. de salida 8" Tub. de entrada 8" de la laguna primaria a la laguna secundaria Tub. de salida 8" H H I I J J CORTE J-J; CAJA DE REUNION ESC 1:25 CORTE H-H; CAJA DE REUNION ESC 1:25 ESC 1:25 CORTE I-I; CAJA DE REUNION Vertedero metalico triangular tipo II y III Vertedero metalico triangular tipo II y III Proyecto de ampliación y mejoramiento del sistema de agua potable y alcantarillado del Distrito de Lucanas Observaciones Especificaciones Revisiones Diseño: Plano : Proyecto : 25 Ayacucho Región : Pais : Perú Lamina : Escala : Lucanas Lucanas Distrito : Provincia : DIRECCION DE OBRAS Y ESTUDIOS Localidad : Lucanas PROYECTO ESPECIAL SIERRA CENTRO SUR 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 DETALLE A ESC 1:5 Angulo 5x5x0.3cm (2"x2"x1/8") Compuerta metalica de 6mm (1/4") 8mm 6mm Detalle B ESC 1:2.5 DETALLE B Detalle del borde de la compuerta en chapa metalica de 6mm (1/4") Tub. Ingreso de d8" 5 70.00 ESC 1:50 Detalle de la seccion del vertedero sutro en chapa de metalica de 6mm (1/4") VISTA FRONTAL - CAJA DE SALIDA ESC 1:25 ESC 1:25 CORTE K-K; CAJA DE SALIDA CORTE L-L; CAJA DE SALIDA ESC 1:25 5 5 5 5 5 5 K K L L d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@20cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm d3/8"@15cm 5 5 5 5 5 5 5 5 5 5 5 Concreto de f'c=210 kg/cm2 2.40x2.40, e=0.15m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tub. Ingreso de d8" 5 5 5 5 5 5 5 5 5 5 5 5 Columna C03 f'c=210 Kg/Cm2 5 5 5 5 Columna C01 f'c=210 Kg/Cm2 5 5 5 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm 5 5 5 d1/4" 1@5, 2@7.5, 6@10 y r@20cm 2 d3/8" 2 d3/8" d1/4" 5 5 M M N N O O P P Q Q CORTE N-N; COLUMNA CO1 ESC 1:1O Columna C01 f'c=210 Kg/Cm2 Columna C02 f'c=210 Kg/Cm2 Columna C04 f'c=210 Kg/Cm2 Columna C05 f'c=210 Kg/Cm2 COLUMNA CO1 ESC 1:25 ESC 1:25 COLUMNA CO2 COLUMNA CO3 ESC 1:25 COLUMNA CO4 ESC 1:25 COLUMNA CO5 ESC 1:25 2 d3/8" 5 ESC 1:1O CORTE O-O; COLUMNA CO1 2 d3/8" d1/4" 5 2 d3/8" 5 ESC 1:1O CORTE P-P; COLUMNA CO1 2 d3/8" d1/4" 5 2 d3/8" 5 ESC 1:1O CORTE Q-Q; COLUMNA CO1 2 d3/8" d1/4" 5 2 d3/8" 5 ESC 1:1O CORTE M-M; COLUMNA CO1 2 d3/8" d1/4" 5 Obras de arte de la Laguna de Estabilización Indicadas 5 5 Rejilla de platina de 1/4"x1/4" separacion e=1" Rejilla de platina de 1/4"x1/4" separacion e=1" 5 5 0.25x0.50m compuerta metalica compuerta metalica 0.25x0.50m d3/8"@15cm d3/8"@15cm Detalle A G G Tub. de salida 8" a la laguna primaria a la laguna primaria Tub. de salida 8" del desarenador Tub. de entrada 10" Vertedero metalico triangular tipo I F F CORTE E-E; CAJA DE DISTRIBUCION ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tub. de salida 8" a la laguna tercearia By Pass 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1:25 SECCIONES TIPICAS DE LAS CAJAS 01,...,04 Tuberia de ingreso Tuberia de ingreso Tuberia de salida 5 Proyecto : Plano : Diseño: Localidad : DIRECCION DE OBRAS Y ESTUDIOS Revisiones MINISTERIO DE LA PRESIDENCIA PROYECTO ESPECIAL SIERRA CENTRO SUR Proyecto de ampliación y mejoramiento del sistema de agua potable y alcantarillado del Distrito de Lucanas Escala : 1 : 50 Lamina : Perú Pais : Región : Ayacucho Lucanas Provincia : Distrito : Lucanas Lucanas 02 Cortes de la Laguna de Estabilizacioncción ESPECIFICACIONES TECNICAS f'c=210 kg/cm2 fy=4200 kg/cm2 Ganchos de 0.15m Recubrimiento de 3cm SEDE CENTRAL PESCS Ministerio de vivienda Construccion y Saneamiento Vivienda SEDE CENTRAL PESCS Ministerio de vivienda Construccion y Saneamiento Vivienda Ministerio de vivienda Construccion y Saneamiento Vivienda SEDE CENTRAL PESCS

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	amplification, autocad, district, DWG, elevation, full, kläranlage, lagoon, plants, potable, Project, sections, stabilization, system, treatment plant, water