Septic DWG Detail for AutoCAD

Design school for 280 students; kitchen and computer center; with an infiltration system and septic tank detail; cutting; and plant

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

Children, Games, with, Esc., Network installation, classroom, classroom, classroom, Aulap, classroom, classroom, classroom, The girls, The children, cellar, computing, laboratory, administration, capacity, children, Laboratory not included, classroom, Children, Games, Concrete seat, Main access, Low wall, platform, Kiosk, classroom, classroom, kitchen, washed, Drying, Prepar. food, Food delivery bar, platform, Of computing, Jet wrench, Drinker, septic tank, Perforated pvc pipe with slope of, View detail of, See court, Infiltration trenches, septic tank, Jaladera rod base drowned in concrete. Reinforced concrete entrance door of sanitary services wall of red wall annealing of cms of thickness dala perimeter of concrete perimeter of chamfer of mortar. Concrete slab armadode thick, Maximum water level, Of glazed clay, Flattened with polished cement ratio, Reinforced concrete slab of thick outflow filtration ditches Perimeter perimeter of natural perimeter concrete, Reinforced concrete cast-iron castings filtration trenches thick-walled wall, Of glazed clay, Projection projection registration cap registration of health services, Schematic plant, cut, Settler, Decanter, Settler, Decanter, Perforated pvc pipe with slope of, View detail of, See court, Infiltration trenches, Ground fill waterproof polyethylene cover gravel, Ground fill waterproof cover polyethylene pipe perforated perforations engrave, cut, Septic tank detail, Detail infiltration trenches, architectural plant

Raw text data extracted from CAD file:

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TAPA DE CONCRETO ARMADO DE 85X60CM ENTRADA DE SERVICIOS SANITARIOS 6″Ø MURO DE TABIQUE ROJO RECOCIDO DE 14 CMS DE ESPESOR DALA PERIMETRAL DE CONCRETO PERIMETRAL DE 15X14CMS CHAFLÁN DE 5CMS DE MORTERO. LOSA DE CONCRETO ARMADODE 10CMS DE ESPESOR NIVEL MÁXIMO DE AGUA “T” DE 6″Ø DE CEMENTO O BARRO VITRIFICADO APLANADO CON CEMENTO PULIDO PROPORCIÓN 1:3 LOSA DE CONCRETO ARMADO DE 8CM DE ESPESOR SALIDA A ZANJAS DE FILTRACIÓN 6″Ø DALA PERIMETRAL DE CONCRETO PERIMETRAL DE 15X14CMS TERRENO NATURAL 1.88 0.14 2.0 0.14 0.90 0.14 3.32 0.85 0.85 5 0.15 0.15 0.15 CASTILLOS DE CONCRETO ARMADO DE 15CM ESPESOR SALIDA A ZANJAS DE FILTRACIÓN 6″Ø MURO DE TABIQUE RECOCIDO DE 14CM ESPESOR 5 0.14 2.0 0.14 0.90 0.14 3.32 “T” DE 6″Ø DE CEMENTO O BARRO VITRIFICADO PROYECCIÓN TAPA DE REGISTRO DE 85X75CMS PROYECCIÓN REGISTRO DE 60X50CMS ENTRADA DE SERVICIOS SANITARIOS 6″Ø Planta esquemática A A’ Corte A-A’ SEDIMENTADOR DECANTADOR SEDIMENTADOR DECANTADOR 5 4.50 5 5 5 5 Tubería perforada de pvc 6″d con pendiente de 0.25% Ver detalle de D1 B B’ C C’ Ver corte C-C’ Y B-B’ Zanjas de Infiltración 0.80 0.50 0.70 RELLENO DE TIERRA CUBIERTA IMPERMEABLE DE POLIETILENO GRAVA RELLENO DE TIERRA CUBIERTA IMPERMEABLE DE POLIETILENO TUBERÍA PERFORADA 6″Ø PERFORACIONES 5MM GRAVA 0.35 0.10 0.15 0.10 Corte B-B’ Corte C-C’ DETALLE D1 – FOSA SÉPTICA DETALLE D2 – ZANJAS DE INFILTRACIÓN PLANTA ARQUITECTÓNICA

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

Children, Games, with, Esc., Network installation, classroom, classroom, classroom, Aulap, classroom, classroom, classroom, The girls, The children, cellar, computing, laboratory, administration, capacity, children, Laboratory not included, classroom, Children, Games, Concrete seat, Main access, Low wall, platform, Kiosk, classroom, classroom, kitchen, washed, Drying, Prepar. food, Food delivery bar, platform, Of computing, Jet wrench, Drinker, septic tank, Perforated pvc pipe with slope of, See detail of, See court, Infiltration trenches, septic tank, Jaladera rod base drowned in concrete. Reinforced concrete entrance door of sanitary services wall of red wall annealing of cms of thickness dala perimeter of concrete perimeter of chamfer of mortar. Concrete slab armadode thick, Maximum water level, Of glazed clay, Flattened with polished cement ratio, Reinforced concrete slab of thick outflow filtration ditches Perimeter perimeter of natural perimeter concrete, Reinforced concrete cast-iron castings filtration trenches thick-walled wall, Of glazed clay, Projection projection registration cap registration of health services, Schematic plant, cut, Settler, Decanter, Settler, Decanter, Perforated pvc pipe with slope of, See detail of, See court, Infiltration trenches, Landfill cover waterproof polyethylene covers, Ground fill waterproof polyethylene cover perforated pipe perforations engrave, cut, Septic tank detail, Detail infiltration trenches, architectural plant

Raw text data extracted from CAD file:

15% 35 V \A1;0.90 \A1;1.00 \A1;5.27 \A1;5.03 \A1;10.55 \A1;6.73 \A1;1.25 \A1;8.10 \A1;4.89 \A1;27.40 \A1;5.04 \A1;25.36 \A1;41.75 \A1;34.88 \A1;53.45 \A1;3.28 \A1;3.28 \A1;3.28 \A1;3.28 \A1;3.28 \A1;3.28 \A1;3.28 \A1;7.81 \A1;1.22 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.56 \A1;6.55 \A1;6.55 \A1;6.55 \A1;1.22 \A1;0.90 \A1;1.04 \A1;4.90 \A1;0.36 \A1;0.61 \A1;3.57 \A1;3.71 \A1;3.42 \A1;0.32 \A1;1.00 \A1;1.50 \A1;7.58 \A1;3.08 \A1;3.35 \A1;0.15 \A1;1.85 \A1;4.50 \A1;2.11 \A1;3.32 \A1;3.78 \A1;4.89 \A1;4.89 \A1;11.45 \A1;5.03 \A1;5.06 \A1;5.27 \A1;5.38 \A1;5.23 \A1;4.25 \A1;3.94 \A1;3.28 \A1;5.11 \A1;1.00 \A1;4.98 \A1;0.15 \A1;4.91 \A1;1.10 \A1;1.00 \A1;4.88 \A1;4.88 \A1;5.10 \A1;1.56 \A1;5.23 \A1;5.08 \A1;4.10 \A1;1.93 \A1;0.81 \A1;6.55 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.25 \A1;6.71 \A1;1.22 \A1;3.99 \A1;2.84 \A1;1.53 \A1;0.97 \A1;0.61 \A1;0.33 \A1;2.44 \A1;0.91 \A1;0.91 \A1;0.91 \A1;0.61 \A1;1.09 \A1;1.02 \A1;0.81 \A1;0.81 \A1;0.81 \A1;0.56 \A1;1.88 \A1;2.36 \A1;1.70 \A1;1.82 \A1;2.51 \A1;0.81 \A1;0.36 \A1;1.61 \A1;0.81 \A1;1.61 \A1;5.05 \A1;4.51 \A1;4.06 \A1;0.61 \A1;2.81 \A1;3.22 \A1;0.30 \A1;0.81 \A1;5.27 \A1;4.67 \A1;1.65 \A1;12.20 \A1;8.56 \A1;1.92 \A1;8.26 \A1;1.93 \A1;3.31 \A1;1.29 \A1;2.00 \A1;3.80 \A1;1.00 \A1;0.32 \A1;1.00 \A1;1.65 \A1;2.15 \A1;2.02 \A1;0.85 \A1;1.18 \A1;2.00 \A1;1.03 \A1;7.58 \A1;0.70 \A1;2.66 \A1;0.65 \A1;2.50 \A1;7.59 \A1;R3.00 \A1;R4.15 \A1;0.98 \A1;7.67 \A1;0.45 \A1;0.61 R R R R R R \A1;1.88 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.14 \A1;2.0 \A1;0.14 \A1;0.90 \A1;0.14 \A1;3.32 \A1;0.85 \A1;0.85 \A1;3.42 \A1;0.15 \A1;0.14 \A1;2.0 \A1;0.14 \A1;0.90 \A1;0.14 \A1;3.32 \A1;1.85 \A1;4.50 \A1;2.11 \A1;3.32 \A1;3.78 \A1;0.90 \A1;0.80 \A1;0.50 \A1;0.70 \A1;0.35 \A1;0.10 \A1;0.15 \A1;0.10 Infantiles Juegos 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 \W0.9;\T0.9; Y 45°:\U+2205\f@Dotum|b0|i0|c0|p34; 4″ \W0.9;\T0.9; C 45°:\U+2205\f@Dotum|b0|i0|c0|p34;4″ \W0.9;\T0.9; Y 45°:\U+2205\f@Dotum|b0|i0|c0|p34; 4″ \W0.9;\T0.9; Y 45°:\U+2205\f@Dotum|b0|i0|c0|p34; 4″ \W0.9;\T0.9; Y 45°:\U+2205\f@Dotum|b0|i0|c0|p34; 4″ \W0.9;\T0.9; C 45°:\U+2205\f@Dotum|b0|i0|c0|p34;4″ \W0.9;\T0.9; Y 45°:\U+2205\f@Dotum|b0|i0|c0|p34; 4″ \W9.74821; \W0.90000x;\T0.90000;CR \W9.74821; \W0.90000x;\T0.90000;CR \W0.9;\T0.9; C 45°:\U+2205\f@Dotum|b0|i0|c0|p34;4″ \W0.9;\T0.9; C 45°:\U+2205\f@Dotum|b0|i0|c0|p34;4″ \W0.9;\T0.9; C 45°:\U+2205\f@Dotum|b0|i0|c0|p34;4″ \W9.74821; \W0.90000x;\T0.90000;CR \W1.12500x;\T0.90000;CONECTAR CON \W1.12500x;\T0.90000;MANHOLE \W9.74821; \W0.90000x;\T0.90000;CR \W0.9;\T0.9; Y 45°:\U+2205\f@Dotum|b0|i0|c0|p34; 4″ ESC. 1:100 \W7.00736; \fArial|b1|i0|c0|p34;\LPLANTA DE INSTALACION DE RED #1 Aula #2 Aula #3 Aula #4 Aulap #6 Aula #7 Aula #8 Aula S.S Niñas S.S Niños Bodega Computacion Laboratorio Administracion CAPACIDAD 285 niños No incluye Laboratorio #5 Aula Infantiles Juegos 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Sentadero de concreto \W5.43452; ACCESO PRINCIPAL Pared Baja h= 1.10m 5 Andén Kiosko Aula #9 Aula #10 Cocina Lavado Secado Prepar. de alimentos Barra de Despacho de Alimentos Andén Andén Andén 12 V de Computación F E D C B A 4 5 6 7 8 M L K J 9 H G 1 I V 11 5 5 5 5 5 5 5 5 5 5 5 5 5 C 5 5 5 Llave de chorro Llave de chorro Bebedero Bebedero 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CM-1 5 \A1;CAJA DE REGISTRO\A1; \A1;\L \A1; \A1;\L \A1; 5 \A1;CAJA DE REGISTRO\A1; \A1;\L \A1; \A1;\L \A1; \A1;CAJA DE REGISTRO\A1; \A1;\L \A1; \A1;\L \A1; 6″ Fosa Séptica 5 4.50 5 5 5 5 Tubería perforada de pvc 6″d con pendiente de 0.25% Ver detalle de D1 B B’ C C’ Ver corte C-C’ Y B-B’ Zanjas de Infiltración R 6″ Fosa Séptica JALADERA A BASE DE VARILLA AHOGADA EN EL CONCRETO. TAPA DE CONCRETO ARMADO DE 85X60CM ENTRADA DE SERVICIOS SANITARIOS 6″Ø MURO DE TABIQUE ROJO RECOCIDO DE 14 CMS DE ESPESOR DALA PERIMETRAL DE CONCRETO PERIMETRAL DE 15X14CMS CHAFLÁN DE 5CMS DE MORTERO. LOSA DE CONCRETO ARMADODE 10CMS DE ESPESOR NIVEL MÁXIMO DE AGUA “T” DE 6″Ø DE CEMENTO O BARRO VITRIFICADO APLANADO CON CEMENTO PULIDO PROPORCIÓN 1:3 LOSA DE CONCRETO ARMADO DE 8CM DE ESPESOR SALIDA A ZANJAS DE FILTRACIÓN 6″Ø DALA PERIMETRAL DE CONCRETO PERIMETRAL DE 15X14CMS TERRENO NATURAL 1.88 0.14 2.0 0.14 0.90 0.14 3.32 0.85 0.85 5 0.15 0.15 0.15 CASTILLOS DE CONCRETO ARMADO DE 15CM ESPESOR SALIDA A ZANJAS DE FILTRACIÓN 6″Ø MURO DE TABIQUE RECOCIDO DE 14CM ESPESOR 5 0.14 2.0 0.14 0.90 0.14 3.32 “T” DE 6″Ø DE CEMENTO O BARRO VITRIFICADO PROYECCIÓN TAPA DE REGISTRO DE 85X75CMS PROYECCIÓN REGISTRO DE 60X50CMS ENTRADA DE SERVICIOS SANITARIOS 6″Ø Planta esquemática A A’ Corte A-A’ SEDIMENTADOR DECANTADOR SEDIMENTADOR DECANTADOR 5 4.50 5 5 5 5 Tubería perforada de pvc 6″d con pendiente de 0.25% Ver detalle de D1 B B’ C C’ Ver corte C-C’ Y B-B’ Zanjas de Infiltración 0.80 0.50 0.70 RELLENO DE TIERRA CUBIERTA IMPERMEABLE DE POLIETILENO GRAVA RELLENO DE TIERRA CUBIERTA IMPERMEABLE DE POLIETILENO TUBERÍA PERFORADA 6″Ø PERFORACIONES 5MM GRAVA 0.35 0.10 0.15 0.10 Corte B-B’ Corte C-C’ DETALLE D1 – FOSA SÉPTICA DETALLE D2 – ZANJAS DE INFILTRACIÓN PLANTA ARQUITECTÓNICA