Reservoir – Shed Water Valves DWG Block for AutoCAD

SUPPORTED FLAT RESERVOIR OF 10 M3 (PLANT STRUCTURE AND CUTS)

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

your B. ventilation, concrete, cap of, top, Strangled iron, handle, Wall, cut, Ceiling armor, cut, your B. ventilation, water level, Hypochlorator, Overflow cone, Concrete cover, your B. Clean, your B. Of income, cap of, your B. Overflow, entry, water level, Hypochlorator, Waterproofing plaster, Drain outlet cleaning, Water outlet, Water intake, Overflow, Water entering the reservoir, Disposition in boxes of valves, Reservoir cleaning, Install on the bottom of slab, Reservoir valve housing requirement., Valve bronze gate for the exit., Bronze damper valve for cleaning., Bronze basket, Overflow cone, Ml of pvc sap pipe for clean overflow, Hypochlorator of diffuse pvc flow., Metal inspection cover of m., Plant reservoir, your B. ventilation, Concrete cover, layette, concrete, cap of, cut, Land improvement with loan material, Sole, your B. ventilation, water level, Hypochlorator, Overflow cone, Waterproofing plaster, your B. Clean, your B. Of income, cap of, your B. Overflow, entry, Land improvement with loan material, Sole, water level, Hypochlorator, Waterproofing plaster, Concrete cover, cut, Technical specifications, concrete:, Concrete s, Armor: fy, Waterproof plaster with mortar:, Sika mortar shell, External plastering:, Mortar cement sand, Soil characteristics:, Admissible capacity, Sm, Coatings: cm, Overlaps cm, Quota, your B. Of supply, Water intake, Water entering the reservoir, your B. Of abast., Reservoir plant, Valve housing cover detail

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.20 \A1;0.10 \A1;0.080 \A1;0.30 \A1;1.18 \A1;2.15 \A1;1.40 \A1;0.20 \A1;0.91 \A1;1.65 \A1;1.45 \A1;1.40 \A1;0.50 \A1;0.11 \A1;0.85 \A1;0.85 \A1;1.40 \A1;2.50 \A1;1.40 \A1;3.05 Tub. ventilación 3″ 0.60×0.60 CONCRETO TAPA DE TAPA (0.60×0.60) 1.400000000000006 2.499999999999943 1.39999999999992 3.049999999999997 \A1;0.05 \A1;0.05 \A1;tapa de fierro estrillado \S1/8;” \A1;0.15 \A1;0.05 \A1;0.60 Asa Ø 3/8″ Muro \A1;0.05 \A1;0.15 \A1;0.15 0.075 CORTE A-A 2 Ø 3/8″ 2 Ø 3/8″ 1Ø 3/8″@ 0.25 \A1;0.90 1Ø 3/8″@ 0.25 \A1;0.90 \A1;0.90 \A1;0.90 1/25 ARMADURA DE TECHO 1/25 3.05 2.45 \A1;0.15 \A1;0.15 CORTE B-B \A1;0.15 \A1;0.15 d3/8″@ 0.20 d3/8″@ 0.25 Tub. ventilación 3″ Nivel de agua Hipoclorador Cono de rebose d1/2″@ 0.15 d3/8@ 0.25 Tapa de concreto \A1;0.90 0.30 \A1;0.15 \A1;0.20 0.10 1.70 2.00 2.15 \A1;0.45 d3/8″@ 0.20 \A1;0.05 \A1;0.10 \A1;1.15 \A1;0.15 \A1;0.50 \A1;0.05 0.075 0.70 \A1;0.05 \A1;0.90 \A1;0.15 Tub. de limpia d 2″ Tub. de ingreso d 1″ \A1;0.15 \A1;0.15 \A1;1.00 Tapa de C° Tub. de rebose Ø 2″ Entrada \A1;0.45 3.05 2.45 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 d3/8″@ 0.20 Nivel de agua Hipoclorador Enlucido Impermeabilizado S = 1% d1/2″@ 0.20 d3/8@ 0.20 \A1;0.90 0.30 \A1;0.20 0.10 1.70 2.00 2.15 \A1;0.45 \A1;0.45 SALIDA DE DESAGUE (REBOSE Y LIMPIEZA Ø 2″) SALIDA DE AGUA Ø 11/2″ PVC-C-7.5 INGRESO DE AGUA Ø 1″ PVC-C-10 REBOSE INGRESO DE AGUA AL RESERVORIO DISPOSICION EN CAJAS DE VALVULAS LIMPIEZA DE RESERVORIO INSTALAR A 15CM SOBRE EL FONDO DE LOSA REQUERIMIENTO DE CASETA DE VALVULAS Y RESERVORIO. 1 VALVULA COMPUERTA DE BRONCE d 11/2″ PARA LA SALIDA. 1 VALVULA COMPUERTA DE BRONCE d 2″ PARA LA LIMPIEZA. 1 CANASTILLA DE BRONCE d 11/2″. 1 CONO DE REBOSE d 4″ x 2″. 20 Ml DE TUBERIA PVC SAP d 2″ PARA REBOSE Y LIMPIA 1 HIPOCLORADOR DE FLUJO DIFUSO DE PVC. 2 TAPA DE INSPECCION METALICA DE 0.60 x 0.60 M. \A1;0.15 \A1;0.15 1/25 B \A1;0.15 \A1;0.15 2.45 \A1;0.15 \A1;0.15 3.05 RESERVORIO 10.00 m3: PLANTA 2.45 0.15 \A1;3.25 \A1;0.15 0.15 Tub. ventilación 3″ 0.60×0.60 TAPA DE CONCRETO \A1;0.05 \A1;0.05 A \A1;0.60 \A1;0.60 B Canastilla 0.60×0.60 CONCRETO TAPA DE A \A1;0.10 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.10 \A1;0.15 .475 \A1;0.15 \A1;0.15 .475 3.05 2.45 \A1;0.15 \A1;0.15 1/25 CORTE B-B \A1;0.15 \A1;0.15 Mejoramiento de terreno con material de prestamo Solado E= 4″ Tub. ventilación 3″ Nivel de agua Hipoclorador Cono de rebose Enlucido Impermeabilizado S = 1% 2.15 \A1;0.45 \A1;0.05 \A1;0.10 \A1;1.15 \A1;0.15 \A1;0.50 \A1;0.05 0.075 0.70 \A1;0.05 \A1;0.15 Tub. de limpia d 2″ Tub. de ingreso d 1″ (2) \A1;0.15 \A1;0.15 \A1;1.00 Tapa de C° Tub. de rebose Ø 2″ Entrada \A1;0.45 3.05 2.45 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 Mejoramiento de terreno con material de prestamo Solado E= 3″ Nivel de agua Hipoclorador Enlucido Impermeabilizado S = 1% 0.30 \A1;0.20 0.10 0.075 1.70 2.00 2.15 \A1;0.45 \A1;0.45 Tapa de concreto Tapa de concreto 5 5 5 5 5 5 5 5 5 5 5 1/25 CORTE A-A ESPECIFICACIONES TECNICAS CONCRETO: SOLADO 1:12 CEMENTO – HORMIGON LOSA DE FONDO, PAREDES Y LOSA DE TECHO, F’C= 210 Kg/cm2 FONDO PAREDES (CASETA VALVULAS) F’C= 210 Kg/CM2 ARMADURA: FY = 4200 Kg/CM2 ENLUCIDO IMPERMEABLE CON MORTERO: CAPA : MORTERO 1:1 Y SIKA N°1 ENLUCIDO EXTERIOR: MORTERO 1:5 CEMENTO : ARENA CARACTERISTICAS DEL SUELO: CAPACIDAD ADMISIBLE = 0.84 KG/CM2 CLASIFICACION = SM RECUBRIMIENTOS: 4.00 CM TRASLAPES : 50.00 CM Cota: 284.71 \A1;0.15 \A1;0.15 5 5 5 5 5 5 Tub. de abastecimiento d 11/2″ INGRESO DE AGUA Ø 1″ PVC-C-10 INGRESO DE AGUA AL RESERVORIO Tub. de abast. d 11/2″ 1/25 PLANTA RESERVORIO 1/25 DETALLE DE TAPA DE CASETA DE VALVULAS (0.70×0.70 m) 1/10