Resevoir DWG Block for AutoCAD

Resevoir DWG Block for AutoCAD

RESRVOIR PLANE 100m3

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

Sole, Top view of the cylindrical reservoir esc., Inspection booth, Proy. Reservoir wall, Reservoir shoe, Reservoir eave, Perimeter sidewalk, Valve stand, your B. Vent., N.a. Projection overflow, Water stop, pending, Water stop, Section esc., Metal door, pending, Funnel clean, Go line of adduction, Overflow, Go line of adduction, Eliminates clean overflow, Schematic diagram of valves esc., Clean pipe, Income the line of adduction, Arrives overflow tee, Line of adduction, Reservoir admission, By pass, Schematic diagram of valves esc., Valve housing esc., Metal door, Section esc., Foundations, Esc:, Rto., Foundation pg., Polished finished floor, Overdue pm., natural terrain, Esc., section, Rto., Esc:, Rto., Esc., Shoe, Sol., section, Esc., natural terrain, Polished finished floor, Foundation pg., Water stop, pending, Stirrups, Of the cylindrical annular wall shoe, Esc:, mounting, See detail in plan, Base change level, Detail of positive steel zapata reservoir, Detail of negative steel zapata reservoir, Detail of positive steel cupula reservoir, Detail of negative steel cupula reservoir, Zapata detail, Esc., Solid slab, Esc., Solid slab detail, Splicing overlaps, Colum, Technical specifications, concrete:, Fc, Coatings:, The whole structure:, Cm., Bearing capacity of the terrain:, others:, Joints of the negative upper reinforcement shall not be permitted in a length of beam slab light on each side of the support column., The splices will be located in the central third. They will not be spliced ​​more than the one of the armor in a same section., Rmin, Mm., Beams, Slabs beams, Columns, Esc:, Typical of armor anchors, Esc:, column, Rto., Esc:, Inspection mouth, Esc:, Inspection mouth, cut, Solid slab, Esc., Rope wall, Clay brick, column, Esc:, Beam necklace, Esc:, Clean meeting, Plant box, Esc:, Clean meeting, Plant box, Sole, Electrical installation in reservoir., Goes the overflow cleaner box mm, Goes the line of adduction, Stirrups, See detail in plan, The switches will be unipolar for, Section pipe resistant to impact crushing., Will be of electrolytic copper with insulation conductivity tw operating voltage of indicated section., Socket type sockets luminaires of the saver type., The outlets will be universal bipolar, Switches, Power outlets, Lighting fixtures, Electroducts, Drivers, Pipe in wall floor mm with tw., Pipe in floor mm with tw., Outlet for double waterproof outlet., description, legend, Single switch for flush mounting., Outlet for ceiling lighting., symbol, ceiling, ceiling, height, Rect., oct., box, Inspection booth, Esc., Detail of dome steel

Raw text data extracted from CAD file:

\A1;2.90 \A1;.30 \A1;.30 \A1;.50 \A1;.25 \A1;.50 \A1;.50 \A1;3.10 \A1;.19 \A1;1.05 \A1;.12 \A1;.25 \A1;.30 \A1;1.37 \A1;2.75 \A1;.35 \A1;.30 \A1;.30 \A1;.20 \A1;.75 \A1;.75 \A1;8.50 \A1;.50 \A1;.25 \A1;.50 0,10 0,25 0,90 1,40 0,30 2,80 0,25 2,10 0,25 0,65 0,25 \A1;.27 \A1;.25 \A1;.50 \A1;2.45 \A1;.15 \A1;.15 \A1;.27 \A1;.12 \A1;.35 \A1;2.15 \A1;.10 \A1;.75 \A1;1.02 \A1;2.95 \A1;2.50 \A1;2.80 \A1;.85 0,80 1,00 0,80 0,45 0,35 1,20 0,80 ,15 ,30 0.80 0.80 0.10 0.50 0.30 0.70 ,15 ,30 0.45 0.10 0.70 0.13 0.60 0.45 0.10 0.70 0.80 \A1;.50 \A1;.25 \A1;.50 \A1;.30 \A1;.50 \A1;.19 \A1;.25 \A1;.30 \A1;.30 \A1;.75 \A1;.16 \A1;.16 \A1;.16 \A1;.08 \A1;.08 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.08 \A1;.08 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;R.15 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.15 \A1;.15 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.17 \A1;.20 \A1;.17 \A1;.17 \A1;.20 \A1;.17 \A1;.17 \A1;.20 \A1;.17 \A1;.17 \A1;.20 \A1;.17 0,12 a a L L L L a a L 1,50 1,40 1,22 0,70 0,15 0,15 0,10 0,15 0,70 0,15 0,10 0,10 0,15 0,70 0,15 0,10 0,10 1,00 0,10 0,10 1,00 0,10 ,15 ,15 \A1;.19 \A1;.25 \A1;.25 \A1;.10 \A1;.06 \A1;.07 \A1;.30 \A1;.52 0,10 0,90 0,10 0,10 0,90 0,10 1,10 1,10 0,10 0,90 0,10 SOLADO = 0,10 0,10 2,25 \A1;.19 \A1;1.00 \A1;2.70 \A1;.27 \A1;.27 \A1;.27 \A1;.27 \A1;.27 \A1;.27 \A1;.27 \A1;.27 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;5.40 \A1;7.00 \A1;R3.75 \A1;R3.50 VISTA SUPERIOR DEL RESERVORIO CILINDRICO Esc. 1/50 CASETA DE INSPECCION 1.00 x 1.00 Proy. muro de Reservorio Zapata de reservorio Alero de Reservorio Vereda perimetral Alero de Caseta de Valvulas 5 Tub. Vent. 2" (Galvanizado) N.A. REBOSE DE PROYECCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Water Stop de 9" 5 PENDIENTE S=1.00% PENDIENTE S=1.00% 5 5 5 Water Stop de 9" A A SECCION A-A Esc. 1/50 Puerta Metálica de 0.80x2.10m PENDIENTE S=1.00% 5 Embudo de Limpia d = 4" Va a Linea de Aduccion d = 4" Rebose d = 4" Va a Linea de Aduccion d = 8" Elimina Limpia y Rebose d = 8" ESQUEMA UBICACION DE VALVULAS (CORTE) Esc. 1/50 TUBERIA DE LIMPIA Ø110MM INGRESO A LA LINEA DE ADUCCION Ø 110MM LLEGA REBOSE TEE Ø 110MM LINEA DE ADUCCION Ø 110MM INGRESO A RESERVORIO Ø 90MM BY PASS Ø90MM ESQUEMA UBICACION DE VALVULAS (PLANTA) Esc. 1/75 5 5 5 5 5 5 5 5 5 CASETA DE VALVULA Esc. 1/50 5 1 1 5 5 5 5 5 5 5 Puerta Metálica de 0.80x2.10m 5 5 5 5 5 5 5 5 5 5 SECCION 1-1 Esc. 1/50 5 5 5 5 5 5 5 CIMENTACION CASETA DE VALVULA Esc. 1/50 B A 1 2 B A 1 1 C-1 Ø 1/4": 1 @0.05, 4 @ 0.10 4 Ø 1/2" 5 5 ESC: 1/10 A-A Rto. @ 0.25 C-2 Cimiento corrido M : 1/10 + 30% PG. Piso acabado pulido Sobrecimiento M : 1/8 + 25% PM. Terreno natural 5 5 5 Esc. 1/20 SECCION 1-1 5 5 Z-1 Ø 1/4": 1 @0.05, 4 @ 0.10 4 Ø 1/2" Rto. @ 0.15 Ø 1/4": 1 @0.05, 4 @ 0.10 4 Ø 1/2" 5 5 ESC: 1/10 C-1 Rto. @ 0.25 Esc. 1/20 ZAPATA Z-1 \A1;3 d = \H0.7x;\S1/2;\H1.429x;" Solado M. 1/12 0.80 0.80 5 5 5 5 1 1 2 2 C-1 C-1 C-1 Z-1 Z-1 Z-1 SECCION 2-2 Esc. 1/20 5 5 5 Terreno natural Piso acabado pulido Cimiento corrido M : 1/10 + 30% PG. 0.80 5 5 5 5 5 5 5 5 5 Water Stop de 9" PENDIENTE S=1.00% 5 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 2Ø5/8"+2Ø1/2" 2 ø 3/8" 2Ø5/8"+2Ø1/2" d1/2"@0.20 Ø 3/8" @ 0.20 6Ø1/2" ESTRIBOS d3/8"@0.20 \LREFUERZO DEL PISO, ZAPATA ANULAR Y PARED CILINDRICA ESC: 1/37.5 d3/8"@0.20 Montaje Ø 3/8" Ø 3/8" @ 0.20 d3/8"@0.20 d3/8" - Ø1/2" d3/8" VER DETALLE EN PLANTA Nivel de cambio de base DETALLE DE ACERO POSITIVO ZAPATA RESERVORIO DETALLE DE ACERO NEGATIVO ZAPATA RESERVORIO DETALLE DE ACERO POSITIVO CUPULA RESERVORIO DETALLE DE ACERO NEGATIVO CUPULA RESERVORIO 5 5 5 d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d3/8" 5 5 5 5 5 0.55 0.75 0.95 1.15 1.35 1.55 1.75 1.95 2.15 2.35 2.55 2.75 2.95 3.15 3.35 3.55 3.75 3.95 4.15 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d3/8" 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE ZAPATA Esc. 1/20 A A A A LOSA MACIZA ESC. : 1 / 50 Ø1/4"@0.10 A A A A Ø1/4"@0.10 5 Ø1/4"@0,10 DETALLE LOSA MACIZA TRASLAPES Y EMPALMES COLUM a a L d a L 3/8" 1/2" 5/8" 0.25 0.40 0.40 0.30 0.30 0.30 ESPECIFICACIONES TÉCNICAS Concreto: f'c = 210 Kg/cm2 fy = 4200 Kg/cm2. Recubrimientos: Toda la estructura: 3.00 cm. Capacidad portante del terreno: Otros: 0.8 Kg/cm2 50.00 30.00 40.00 (cm) L No se permitirá empalmes del refuerzo superior o negativo en una longitud de 1/4 de luz de losa o viga a cada lado de la columna de apoyo. L Los empalmes L se ubicarán en el tercio central. No se empalmarán más del 50% de la armadura en una misma sección. L R d L Rmin 6 mm. 3/8" 10 cm 15 cm 2.0 cm 1.5 cm a 6 mm 3/8" 1/2" 5/8" (cm) a 60.00 50.00 40.00 30.00 d LOSAS, VIGAS LOSAS Y VIGAS COLUMNAS L Esc: 1/25 \LDETALLES TÍPICOS DE ANCLAJES DE ARMADURAS d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/4"@0.10 d1/4"@0.10 Ø 1/4": 1 @0.05, 4 @ 0.10 4 Ø 3/8" 5 5 ESC: 1/10 Columna Rto. @ 0.15 ESC: 1/25 BOCA DE INSPECCION ESC: 1/25 BOCA DE INSPECCION CORTE Losa Maciza f'c=210Kg/cm2 Esc. 1/50 Esc. 1/50 e=0.10mt Muro de soga Ladrillo de arcilla Columna f'c=175Kg/cm2 5 5 5 5 5 5 5 5 ESC: 1/15 VIGA COLLAR Ø 3/8"@0.20 5 5 5 5 5 5 5 5 ESC: 1/25 REUNION DE LIMPIAS PLANTA CAJA DE ESC: 1/25 REUNION DE LIMPIAS PLANTA CAJA DE 5 5 5 SOLADO = <> 5 5 d3/8"@0.25 d3/8"@0.20 d3/8"@0.25 d3/8"@0.20 d3/8"@0.25 d3/8"@0.20 d3/8"@0.20 d3/8"@0.25 INSTALACION ELECTRICA EN RESERVORIO Y CASETA Esc. 1/50 VA A LA CAJA DE LIMPIA Y REBOSE Ø 110 MM VA A LA LINEA DE ADUCCION 5 6Ø1/2" ESTRIBOS d3/8"@0.20 d3/8"@0.20 d3/8"@0.20 d3/8" - Ø1/2" d3/8" VER DETALLE EN PLANTA Los interruptores serán unipolares para 250 V - 15A. \LINDICACIONES: Tubería de PVC/SAP 20 mm2 de sección resistentes al aplastamiento y a los impactos. Serán de cobre electrolítico con 99% de conductividad con aislamiento TW y tensión de servicio de 600 V, con sección indicada. Portalámparas tipo soquet y luminarias del tipo ahorrador. Los tomacorrientes serán bipolares y universales para 250 V - 15A. Interruptores Tomacorrientes Artefactos y lu minarias Electroductos Conductores Tubería PVC/SAP empotrado en piso pared d 20 mm con 2 x 2.5 mm2 TW. Tubería PVC/SAP empotrado en piso d 20 mm con 2 x 4 mm2 TW. Salida para tomacorrientes doble a prueba de agua. DESCRIPCIÓN LEYENDA Interruptor simple para empotrar. Salida para iluminación de techo. S SÍMBOLO Techo Techo 1.20 1.00 Techo ALTURA Rect. 100x55x50 Rect. 100x55x50 Oct. 100 x 40 CAJA 5 5 d3/8" 5 5 5 5 5 5 5 5 d1/2" 3.80 4.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CASETA DE INSPECCION 1.00 x 1.00 S a a a a S b b Esc. 1/20 DETALLE DE ACERO EN CÚPULA

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, plane, reservoir, supply, treatment plant, wasserversorgung, water