Elevated Tank Cistern Structure And Piping DWG Block for AutoCAD

Elevated Tank Cistern Structure And Piping DWG Block for AutoCAD

STRUCTURE AND PLUMBING INSTALLATIONS OF CISTERN AND ELEVATED TANK WITH CAPACITY 27m3 IN CISTERN AND y 9m3 IN ELEVATED TANK

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

made on site, concrete shelf, typical detail of valve installation, pumping equipment, isometric, tap., foot valve with basket, diameter ø, valve, frame and wooden lid, hinged, npt, pvc adapter, union thread, different floors and splicing, alternating splices in, joints of vetical reinforcements in columns and plates, note:, detail of cistern, beam-l, beam-t, detail of cofinamiento of stirrups in columns, angle of iron, clamp of iron, iron, wall, wall, with nut and pressure washer, cistern, cistern plant, rompeaguas, rises pipe, sac, det. hat ventilation, ventilation, hat, pvc pipe, roof level, finished, wall, or low wall, cut aa, tapasanitaria, padlock, hinge, handle, tang for padlock, hinges, asparagus, pipe, dimension of hangers, symbology in plant, tube welded with, rods, covered with hose, det. flange breaks water, black iron plate, wall thickness, tub. pvc, weld around, tube, longitudinal support, details of pipe supports, transverse, longitudinal and transversal support, support, thickness, welding, front view, side view, arrives pipe, safety bar, plate cover, in clay cake, pastry brick seated, overflow box, goes to the channel, comes tub. cleaning, comes tub. by-pass, low pipe, first, second and third level, beam – l, empty mezzanine, additional reinforcement in tank top, columns, stairs, slabs, – cyclopean – beams, – beams, – beams foundations, foundations, foundations, foundations, -surfaces, -shoes, -scissors, -slabs, -steel, -cement:, portland type ms, technical specifications, -screte concrete in:, footings, foundation beams, detail of beams, detail of columns and plate, d of column, plate or beam, in columns and beams, specified, coating, detail of bending of stirrups, plant of machinery, quarter of machines, section a – a, of house of electrobombas, tarrajeado wall and painted with color latex, indicated, studies and projects, cistern and elevated tank, architecture, henry sanchez aguilar, freedom, trujillo

Raw text data extracted from CAD file:

1.00 x 2.10 1.00 x 2.10 .65 x 1.50 .65 x 1.50 1.20 x 2.10 1.20 x 2.10 .65 x 1.50 .60 x 1.50 HECHA EN OBRA ESTANTERIA DE CONCRETO M X NPT = + 12.50 DETALLE TIPICO DE INSTALACION DE VALVULAS EQUIPO DE BOMBEO ISOMETRICO DEL 11/4" 1" 1" IMPULSION 1" TAP. 1" VALVULA DE PIE CON CANASTILLA TAP. 1" S/E 11/4" F E 10 15 15 15 D C B A DIAMETRO Ø 8 15 16 1 " - 3/4 " ( F ) FONDO DE CAJA 25 2 " - 1/2 " 12 20 DIMENSIONES ( EN CENTIMETROS ) 22 28 VALVULA MARCO Y TAPA DE MADERA NIPLE F° G° CON BISAGRAS N.P.T D C A B PVC CLASE 10 ADAPTADOR PVC UNION ROSCA C NIPLE F° G° \A1;.60 \A1;.60 H 2/3 H 1/6 H 1/6 H Le Le DIFERENTES PISOS Y EMPALMAR COMO MAXIMO 50% DEL REFUERZO ALTERNAR LOS EMPALMES EN EMPALMES DE REFUERZOS VETICALES EN COLUMNAS Y PLACAS 5 5 5 5 5 5 d .40 .56 .45 3/8" 5/8" 1/2" .67 3/4" 1" 1.20 Le(m) NOTA: 0.25 0.60 0.55 0.20 0.20 0.40 0.60 0.20 8 d 1/2" d3/8" ,1 @ .05 C15 0.3999999999999772 0.25 0.3999999999999772 0.25 0.1499999999999773 0.1499999999999773 2 7 @ .10 R @ .20 C/E 4 d 3/4" 2d 3/4" 4 d 3/4" 4 d 3/4" 2d 3/4" 4 d 3/4" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" d3/8" @ .20 d3/8" @ .20 d3/8" @ .20 PLACA P-1 0.25 0.599999999976717 1.800000000745058 0.599999999976717 0.25 0.1999999998531621 0.4000000001396984 0.1999999999999886 0.2500000000000568 d3/8"; 1 @ .05, 4 d 5/8" 5 @ .10 c/e 0.4000000000000057 RESTO @ .15 c/e VT ( 0.25 X 0.40 ) 0.2500000000000568 0.6000000014901162 0.5499999999300372 0.1999999992549419 d3/8"; 1 @ .05, 12 d 5/8" 5 @ .10 c/e RESTO @ .15 c/e 2 VIGA-L ( 0.55 X 0.60 ) 0.1999999992549419 0.1999999998835733 0.4000000014901133 0.5999999999300485 d3/8"; 1 @ .05, 10 d 5/8" 5 @ .10 c/e RESTO @ .15 c/e 2 VIGA-L2 ( 0.60 X 0.40 ) CORTE C2 - C2 ESCALA : 1/25 DETALLE DE CISTERNA d1/2" 5 d5/8" ( DOBLE MALLA ) d3/8" C.25 5 5 5 ( DOBLE MALLA ) d3/8" C.25 5 5 d1/2" C.15 d5/8" d5/8" SOLADO 1:10 CEMENTO- HORMIGON 5 5 5 5 5 5 5 -3.43 5 5 5 5 -.23 5 5 5 5 d1/2" C.15 d3/8" C.15 d3/8" C.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8" C.15 5 5 d3/8" C.15 ( DOBLE MALLA ) d3/8" C.15 ( DOBLE MALLA ) 5 5 5 5 5 5 VIGA-L2 VIGA-L2 VIGA-L2 VIGA-L2 VIGA-L2 VIGA-L2 5 d3/8" C.15 d3/8" C.15 As DE PLACA P-1 As DE PLACA P-1 5 ( DOBLE MALLA ) d3/8" C.25 5 d1/2" C.15 5 5 5 5 5 ( DOBLE MALLA ) d3/8" C.25 5 5 d3/8" C.15 d1/2" C .17 d5/8" C .17 d5/8" C .17 d5/8" C .17 5 SOLADO 1:10 CEMENTO- HORMIGON d3/8" C.15 ( DOBLE MALLA ) d3/8" C.15 ( DOBLE MALLA ) d3/8" C.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE C1 - C1 ESCALA : 1/25 DETALLE DE CISTERNA d1/2" C.15 d3/8" C.15 VIGA-L VIGA-L VIGA-L VIGA-T VIGA-T VIGA-T 5 5 5 5 5 5 +-.N.P.T. Ø1/2" C.15 Ø3/8" C.15 5 5 5 5 5 5 5 5 5 5 5 5 5 0.40 0.25 0.60 1.80 0.60 0.25 0.20 0.40 0.20 0.25 . . 0.05 . 0.05 . 0.05 DETALLE DE COFINAMIENTO DE ESTRIBOS EN COLUMNAS 5 5 5 5 . 5 5 7 @ .10 Resto s/cuadro 7 @ .10 Resto s/cuadro 7 @ .10 ESCALA 1/25 0.40 0.25 0.40 0.25 0.15 0.15 \A1;5.05 \A1;6.40 \A1;0.95 \A1;0.95 \A1;4.50 \A1;3.50 \A1;0.30 \A1;0.25 \A1;1.00 \A1;6.40 \A1;0.95 \A1;5.05 \A1;3.50 \A1;0.30 \A1;0.25 \A1;1.00 0.90 0.20 2.75 0.40 0.20 0.20 2.75 0.40 0.20 0.20 0.30 0.90 0.30 12.45 4.00 0.25 4.00 0.25 0.95 0.50 2.70 0.15 2.55 0.30 0.30 0.30 0.30 0.30 0.30 0.10 6.40 0.95 0.90 0.90 0.90 2.70 0.40 0.20 0.80 2.25 0.20 0.20 1.70 0.15 0.30 0.30 0.30 0.90 0.10 0.10 0.70 0.70 4.40 0.20 0.20 0.70 TACO DE EXPANSION 1/2"d ANGULO DE FIERRO DE 2"x2"x1/4" ABRAZADERA DE PERNO DE EXPANSION 1/2"x4" ACERO d1/2" 45° PLANCHA DE FIERRO DE 6"x2"x1/4" MURO EXPANSION 1/2"d TACO DE MURO TACO DE EXPANSION 1/2"d ANGULO Fe. 2"x2"x1/4" PERNO DE EXPANSION 1/2"x4" 45° ABRAZADERA DE ACERO 1/2"d MURO EXPANSION 1/2"d TACO DE CON TUERCA Y ARANDELA DE PRESION PERNO 1/2"x1.1/2", GALVANIZADO MURO 30° PLATINA 3/16" x 2" TIPICO MURO \A1;.30 \A1;.25 \A1;.20 \A1;.05 \A1;.30 \A1;4.40 \A1;0.20 \A1;0.20 \A1;4.00 \A1;0.20 \A1;0.20 \A1;4.00 \A1;0.20 \A1;0.20 \A1;.50 \A1;.60 \A1;.11 \A1;.11 \A1;.11 \A1;.60 \A1;.11 \A1;.15 \A1;.70 \A1;.15 \A1;.15 \A1;.70 \A1;.15 \A1;1.10 \A1;1.00 \A1;.70 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.85 \A1;.10 \A1;.15 \A1;.70 \A1;.15 \A1;.15 \A1;.70 \A1;.15 \A1;1.10 \A1;1.00 \A1;.70 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.85 \A1;.10 5.00 X 4.00 X 2.10 CISTERNA Cap.= 50.0 M3 C1 C2 C2 P-1 P-1 C-15 C-15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 PLANTA DE CISTERNA 1 d 1/2" ARRIBA Y ABAJO Rompeaguas Impulsion d 1" Sube Tuberia de \A1;6.00 \A1;6.40 \A1;0.95 \A1;0.95 \A1;4.50 \A1;0.95 \A1;3.50 \A1;0.30 \A1;0.25 \A1;1.00 \A1;6.40 \A1;0.95 \A1;0.95 \A1;4.50 \A1;5.05 \A1;3.50 \A1;0.30 \A1;1.00 \A1;0.25 1.10 1.00 0.70 \A1;.30 0.15 0.15 0.15 0.85 0.10 2.00 0.25 4.00 0.25 0.95 0.50 2.70 0.15 2.55 2.70 0.40 0.20 0.20 2.75 0.40 0.20 0.20 2.75 0.40 0.20 0.20 0.80 0.20 0.20 1.70 12.45 4.00 0.25 2.50 0.60 0.20 0.40 2.55 0.60 0.20 0.40 2.55 0.60 0.20 0.40 0.80 2.25 0.20 0.20 1.70 0.15 12.45 0.10 0.50 2.55 2.55 0.10 0.50 2.70 0.95 0.15 \A1;0.67 2.00 1.25 1.80 1.40 0.10 6.40 0.95 2.25 0.15 4.40 0.20 0.20 \A1;6.00 \A1;6.40 \A1;0.95 \A1;0.95 \A1;4.50 \A1;0.95 \A1;3.50 \A1;0.30 \A1;0.25 \A1;1.00 \A1;6.40 \A1;0.95 \A1;0.95 \A1;4.50 \A1;5.05 \A1;3.50 \A1;0.30 \A1;1.00 \A1;0.25 \A1;0.60 \A1;3.20 \A1;0.25 \A1;0.25 \A1;1.30 \A1;4.40 \A1;0.60 \A1;0.60 \A1;3.20 \A1;1.80 \A1;0.25 \A1;0.25 \A1;1.30 \A1;4.40 \A1;1.80 \A1;0.20 \A1;0.20 \A1;4.00 \A1;0.20 \A1;0.25 \A1;1.35 \A1;4.40 \A1;0.20 \A1;0.20 \A1;4.00 \A1;1.80 \A1;0.20 \A1;0.20 \A1;1.40 \A1;4.40 \A1;1.80 \A1;0.60 0.30 2.50 0.60 0.20 0.40 2.55 0.60 0.20 0.40 2.55 0.60 0.20 0.40 0.80 2.25 0.20 0.20 1.70 0.15 0.30 12.45 0.10 0.10 1.05 0.30 0.30 0.10 0.25 0.50 2.70 2.55 0.30 0.25 0.30 0.10 0.50 2.70 2.55 0.95 0.30 0.30 1.05 0.60 0.30 0.30 0.60 0.30 0.30 0.15 \A1;1.80 \A1;1.80 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.80 \A1;0.20 \A1;4.00 \A1;0.20 \A1;4.40 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.80 \A1;0.20 \A1;3.60 \A1;0.40 \A1;0.20 \A1;4.40 \A1;2.10 \A1;0.60 S A & S.A.C \A1; DET. SOMBRERO VENTILACION Ventilacion de Sombrero de PVC 2" 2" h = 0.30 Tuberia de PVC Nivel de Techo Terminado, muro o murete ESCALA : S/E CORTE A-A T A P A S A N I T A R I A CANDADO BISAGRA PLANCHA DE 1/4" TIRADOR ESPIGA PARA CANDADO ANGULO DE F° DE 2"x2"x1/4" ANCLAJE 3/8" ANCLAJES DE 3/8" BISAGRAS CANDADO TIRADOR ESPIGA PARA CANDADO .60 .60 BISAGRAS ANCLAJES DE 3/8" A A 4.00 X 3.50 X 1.80 CISTERNA Volumen= 25.00 M3 C2 C2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CISTERNA Rompeaguas Impulsion d 11/2" Sube Tuberia de 0.60x0.60 PVC Ø 2" PVC Ø 2" 1 PVC Ø 21/2" PVC Ø 21/2" B C A ESPARRAGO 2" 2 1/2" 2 1/8" 1" 1" 1 1/4" 2 1/2" 3 1/2" 2 1/2" 1" 1 1/2" 7/8" 2 5/8" 3 3/8" 2 7/8" 3/8" 3/8" 3/8" 3 1/2" 5" 3 3/4" 3/8" 1/2" 3/8" 2 5/8" 3/8" 2 1/8" 1 1/4" 1" 2" 1 1/2" 2 1/2" 3/4" 1 1/4" 1/2" TUBERÍA 4 5/8" 4 3/8" 5 5/8" 1 1/2" 2 1/8" 2" 6 3/4" 6 3/4" 8 1/2" 1/2" 5/8" 5/8" 4" 5" 3 1/2" 5 1/2" 3" 1/2" 3 5/8" 1 1/4" DIMENSIÓN DE COLGADORES S/E SIMBOLOGÍA EN PLANTA B A C (Tipico) 5 5 Tubo Galv. 2"d Barra Lisa Galv. 3/4" (Tip.) .25 .20 .05 Barras Lisas Galv. 3/4" Tubo Galv. d2" Tubo soldado con Varillas Recubierto con manguera de polietileno Di2'' D \W4.13843; DETALLE DE ESCALERA \W9.29622; MARINERA \W4.13843; DETALLE DE ESCALERA \W9.29622; MARINERA DET. BRIDA ROMPE AGUA DE 1/8" DE ESPESOR PLANCHA DE FIERRO NEGRO PARA TUB. ACERO d16" 4" ESPESOR DE MURO TUB. PVC 4" d 4" 4" SOLDADURA ALREDEDOR 4" 4" d DEL TUBO d 6" SOPORTE LONGITUDINAL DETALLES DE SOPORTES DE TUBERIAS SOPORTE TRANSVERSAL SOPORTE TRANSVERSAL LONGITUDINAL Y TRANSVERSAL SOPORTE EXPANSION 1/2"d TACO DE \A1;0.10 \A1;D \A1;0.10 DE ESPESOR PLATINA DE 3/16" SOLDADURA NIPLE DE F°G° VISTA FRONTAL \A1;D 3D PLATINA DE 3/16" DE ESPESOR SOLDADURA VISTA LATERAL DETALLE DE ANCLAJEDE ANCLAJE \W5.39986; S/E C1 C1 Alimentacion d 21/2" Llega Tuberia de Limpieza d 3" Llega Tuberia de 5 5 5 5 5 5 5 5 5 Tubo F°Gdo. d1.1/2" Contrapazos c/.30 Tubos F°Gdo. d1" tubo d1" Barra de seguridad .50 C C (Ver Detalle C-C) 5 5 5 Tapa de Plancha Estriada e=1/16" con el perimetro de L 1"x3/16" 5 5 5 ESCALA 1/25 \LPLANTA TANQUE ELEVADO EN TORTA DE BARRO LADRILLO PASTELERO ASENTADO 5 5 5 5 5 5 B Ø 11/2" Ø 11/2" Ø 11/2" Ø 11/2" Ø 3" Ø 3" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A A 5 5 5 5 5 5 5 5 CAJA REBOSE N.T. +0.00 5 N.T. +0.00 N.T. +0.00 N.T. +0.00 ESCALA 1/25 \LPLANTA CAJA DE LIMPIEZA Y REBOSE ESCALA 1/25 \LCORTE A-A ESCALA 1/25 \LCORTE A-A VA AL CANAL VIENE TUB. DE LIMPIEZA VIENE TUB. DE BY-PASS PVC Ø 2" PVC Ø 2" Ø 3" Ø 11/2" Impulsion d 11/2" Llega Tuberia de Alimentacion d 21/2" Baja Tuberia de Limpieza d 3" y Sube Vent. d 3" Baja Tuberia de TUB. PVC DN110MM Ø 3" CORTE C2 - C2 DETALLE DE CISTERNA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 C1 - C1 DETALLE DE CISTERNA 5 5 5 5 5 5 5 5 5 VALVULA FIRE CHECK Ø 11/2'' VALVULA DE COMPUERTA Ø11/2'' 2 ELECTROBOMBAS 1.5HP SUCCION Ø2" CODO 90º Ø2" VALVULA DE PIE CON CANASTILLA 2" BRIDA ROMPE AGUA Ø2" SUBE TUB. IMPULSION Ø11/2" V= 25.00m3 VALVULA DE COMPUERTA Ø11/2'' V= 9.00m3 V= 25.00m3 SUBE TUB. IMPULSION Ø11/2" SUBE TUB. IMPULSION Ø11/2" SUBE TUB. IMPULSION Ø11/2" NPT +0.00 NPT -3.15 LLEGA TUB. IMPULSION 11/2" VALVULA FLOTADORA 11/2" SUBE TUB. IMPULSION 11/2" SUBE TUB. IMPULSION 11/2" SUBE TUB. IMPULSION 11/2" SUBE TUB. IMPULSION 11/2" LLEGA TUB. IMPULSION Ø11/2" BRIDA ROMPE AGUA Ø3" VALVULA COMPUERTA 3" BAJA TUB. LIMPIEZA 3" BAJA TUB. LIMPIEZA Ø3" 5 5 5 5 5 5 5 5 5 N.T. +0.00 5 2 ELECTROBOMBAS 1.5HP VALVULA DE COMPUERTA Ø11/2'' CODO 90º Ø11/2" CODO 90º Ø11/2" CODO 90º Ø11/2" TEE Ø11/2" 5 5 5 Hutil=1.50m Hutil= 1.80m V= 9.00m3 Hutil=1.50m CAJA REBOSE 5 Alimentacion d 21/2" Llega Tuberia de 5 Alimentacion d 21/2" Llega Tuberia de 5.00 X 4.00 X 2.10 CISTERNA Cap.= 50.0 M3 C1 C2 C2 P-1 P-1 C-15 C-15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 PLANTA DE CISTERNA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 PRIMER,SEGUNDO Y TERCER NIVEL VIGA - L VIGA - L VIGA - L 2 VIGA - L 2 VACIO ENTREPISO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 REFUERZO ADICIONAL EN TAPA DE TANQUE ELEVADO 1 d 1/2" ARRIBA Y ABAJO C:H :: 1:8 + 25% P.M. max. 3" C:H :: 1:10 + 30% P.G. max. 8" f'c=210 kg/cm2 COLUMNAS CISTERNA ESCALERAS LOSAS -CIMIENTOS CICLOPEO: VIGAS -SOBRECIMIENTO -VIGAS DE CIMENTACION SOBRECIMIENTOS CIMIENTOS CORRIDOS -ESCALERAS -RECUBRIMIENTOS: -ZAPATAS -CISTERNA -LOSAS -ACERO -CEMENTO: f'c=210 kg/cm2 f'c=210 kg/cm2 4.0 cm 4.0 cm fy=4200 kg/cm2 7.5 cm 2.5 cm 2.0 cm. PORTLAND TIPO MS SOBRECIMIENTOS ESPECIFICACIONES TECNICAS -CONCRETO ARMADO EN: ZAPATAS VIGAS DE CIMENTACION 1.CONCRETO f'c=175 kg/cm2 f'c=280 kg/cm2 f'c=280 kg/cm2 f'c=175 kg/cm2 * 3.0 cm C:H :: 1:12 + 35% P.G. max. 8" FALSOS ZAPATAS Y/O CIMIENTOS COLUMNETAS ( C7 ) f'c=210 kg/cm2 f'c=280 kg/cm2 -COLUMNAS Y VIGAS ( b=0.25 ) 4.0 cm. -COLUMNAS Y VIGAS ( b=0.15 ) 2.5 cm. ESCALA : 1/25 DETALLE DE VIGAS ESCALA : 1/25 DETALLE DE COLUMNAS Y PLACA d DE COLUMNA, PLACA ó VIGA 45° EN COLUMNAS Y VIGAS 1/4" 3/8" 1/2" ESPECIFICADO RECUBRIMIENTO DETALLE DE DOBLADO DE ESTRIBOS d a(cm.) 6.5 1.3 10.0 2.0 13.0 2.5 r(cm.) 45° r r a Rompeaguas Impulsion d 1" Sube Tuberia de 5 5 P-09 0.90 2.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CUARTO DE MAQUINAS CUARTO DE MAQUINAS V-09 1.50 3.20 0.40 NPT + 0.00 SECCION A - A DE CASETA DE ELECTROBOMBAS 5 5 68 68 Bruña e=1cm. Bruña e=1cm. MURO Tarrajeado y Pintado con Latex de Color MALLA DE Fe ALAMBRE Nº12 TIPO COCADA A A ESCALA : 1/50 ESCALA : 1/50 ESCALA : 1/25 ESCALA : 1/25 E - 2 INDICADA ESTUDIOS Y PROYECTOS \L"sanchez asociados" \l \Ls.a.c\l \Lproyecto: CISTERNA Y TANQUE ELEVADO \Lplano: ARQUITECTURA \Lpropietario: HENRY SANCHEZ AGUILAR \Ldpto: \Lprov: \Ldist: LA LIBERTAD TRUJILLO \Lescala: \Llamina: \Lresponsable: \Ldibujo: \Lfecha: \Lubicacion:

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	à gaz, agua, autocad, block, capacity, cistern, DWG, elevated, gas, híbrido, hybrid, hybrides, installations, l'eau, piping, plumbing, reservoir, structure, tank, tanque, wasser, water