Reservoir – Water Tank DWG Block for AutoCAD

Reservoir potable water

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

Roof structure, scale, Beams structure, scale, Water stock joints, Structure walls, Reservoir plant, Clean tube, Inspection cap, Cloth detail, Access ladder, scale, concrete, Access ladder, scale, Cleaning tube comes out, Overflow pipe comes out, The distribution network comes out, valve, pending, scale, concrete, cut, concrete, Output basket, scale, Clean tube, Inspection cap, Entrance tube, Overflow cone, concrete, air duct, water level, Pure sika, Waterproofing plaster sika mortar, Mortar and pestle, Column detail, scale, Sole, concrete, Overflow cone, Output basket, pending, air duct, pending, The desander, scale, Water stock joints, Det. Of joints, scale, Inspection cap, Access ladder, air duct, Reservoir, scale, cut, air duct, scale, Inspection cap, water level, cut, Material delivery, Contraction joints, scale, cut, Contraction joint, Fc, scale, Stuffed stuffing material, Quarry loan, plant, scale, Fc, scale, plant, Reservoir wall, Fc, scale, scale, The desander, Fc

Raw text data extracted from CAD file:

\A1;6.00 \A1;.40 \A1;.20 \A1;1.40 \A1;.40 \A1;.40 \A1;.40 5 \A1;3.90 3 d 3/8″ a 0.30 ESTRUCTURA TECHO 0.20 0.40 0.20 0.20 5.45 2d 3/8″ a 0.30 \A1;.20 \A1;.20 \A1;.20 d 3/8″ a 0.15 \A1;.70 \A1;.10 ESCALA 1 / 50 5d 3/8″ a 0.30 18d 3/8″ a 0.30 11.60 0.30 5.45 0.20 0.40 0.20 0.20 1.95 0.20 0.20 0.20 4 d 1/2″ 2d 3/8″ a 0.30 18d 3/8″ a 0.30 18d 3/8″ a 0.30 3 d 3/8″ a 0.30 18d 3/8″ a 0.30 \A1;1.82 \A1;1.60 \A1;.10 \A1;3.90 d 3/4″ a 0.20 \A1;.10 5d 3/8″ a 0.30 1.95 0.20 0.20 0.20 0.30 5 0.12 0.08 5 5 5 5 5 d 3/8″ a 0.30 5 d 3/8″ a 0.25 d 3/8″ a 0.25 6 d 1/2″ 1.00 d 1/2″ a 0.20 ESTRUCTURA VIGAS 1 d 3/4″ 1 d 3/4″ 0.40 1 d 3/4″ 2 d 3/4″ ESCALA 1 / 50 4.60 0.40 d 3/8″ a 0.30 d 1/2″ a 0.20 1.95 0.20 0.20 0.20 4 d 1/2″ 0.30 0.20 0.20 0.20 1.95 d 1/2″ a 0.20 0.15 0.20 0.20 0.20 JUNTAS DE WATER STOCK ESTRUCTURA MUROS 0.70 PLANTA RESERVORIO 160 M3 Tubo de Limpia Tapa de Inspección DETALLE DE PAÑOS d 1/2″ a 0.20 Escalera de acceso d 3/8″ a 0.15 d 3/8″ a 0.15 d 3/8″ a 0.30 d 3/8″ a 0.30 d 3/8″ a 0.30 ESCALA 1 / 50 0.10 0.20 0.20 0.20 1.00 0.10 CONCRETO F’c= 140Kg/cm2 Escalera de acceso ESCALA 1 / 50 0.10 A Sale Tubo de Limpieza d 4″ .15 0.40 .10 0.40 0.15 1.45 0.20 0.20 0.20 0.10 Sale Tubo de Rebose d 4″ Sale a la Red de Distribución d 4″ .10 .15 1.40 Valvula d 4″ Valvula d 4″ PENDIENTE S = 2% ESCALA 1 / 50 CONCRETO F’c= 140Kg/cm2 0.20 d 3/8″ a 0.15 d 1/2″ a 0.15 d 3/8″ a 0.15 0.15 CORTE A – A CONCRETO F’c= 140Kg/cm2 Canastilla de Salida 4.00 ESCALA 1 / 50 0.10 Tubo de Limpia 0.10 1.60 Tapa de Inspección Tubo de Ingreso Cono de Rebose CONCRETO F’c= 175 Kg/cm2 CONCRETO F’c= 175 Kg/cm2 CONCRETO F’c= 140Kg/cm2 0.10 4.00 0.12 0.08 0.70 0.10 0.20 0.20 Tubo de Ventilación 4″ Nivel de Agua puro y SIKA (2 mm). Enlucido impermeabilizante mortero 1:2 y SIKA (1cm) mortero 1:1 y SIKA (8 mm) y planchado con cemento DETALLE DE COLUMNAS 0.30 0.30 6 d 1/2″ ESCALA 1 / 50 5.45 0.30 Solado .20 .10 CONCRETO F’c= 175 Kg/cm2 3.00 .15 .15 3.00 0.20 0.30 Cono de Rebose 0.10 5.45 B 12.00 0.30 9.60 Canastilla de Salida .10 1.20 .10 .10 1.60 PENDIENTE S = 2% 0.30 0.15 5.45 0.40 0.20 0.20 0.10 .10 0.10 2.60 0.10 Tubo de Ventilación D-2 D-2 B PENDIENTE S = 2% D-2 EL DESARENADOR D-2 D5 D5 0.20 A 0.20 0.20 0.20 4.60 0.20 0.30 1.95 1.95 .07 .05 .06 .07 ESCALA 1 / 25 JUNTAS DE WATER STOCK DET. DE JUNTAS 0.20 ESCALA 1 / 50 0.20 0.10 1.20 0.20 0.20 0.70 0.10 0.40 0.10 0.10 0.70 0.20 0.20 0.20 0.40 0.08 0.12 0.20 0.10 Tapa de Inspección Escalera de acceso Tubo de Ventilación 4″ RESERVORIO ESCALA 1 / 50 CORTE B – B Tubo de Ventilación 4″ ESCALA 1 / 50 Tapa de Inspección Nivel de Agua 3.00 0.15 CORTE Z – Z D-5 ENTREGA DE MATERIAL 2 D-2 JUNTAS DE CONTRACCION ESCALA 1:20 CORTE Y – Y JUNTA DE CONTRACCIÓN = 2.54cm Fºc = 175 Kg/cm2 ESCALA 1:20 0.15 RELLENO Y COMPACTADO MATERIAL PRESTAMO DE CANTERA 0.50 2.00 PLANTA ESCALA 1:20 0.50 0.50 0.10 0.50 Y 0.58 2.02 Z F’C = 175 KG/cm2 0.10 0.15 0.50 ESCALA 1:20 ESCALA 1 / 50 PLANTA 0.60 0.50 D5 MURO DEL RESERVORIO Fºc = 210 Kg/cm2 0.50 0.10 Y 0.15 0.15 ESCALA 1:20 .10 0.50 .10 0.80 0.15 ESCALA 1 / 50 EL DESARENADOR 0.10 Z D5 0.95 F’C = 175 KG/cm2