Reservoir Cilindrico 250m3 DWG Detail for AutoCAD

Reservoir Cilindrico 250m3 DWG Detail for AutoCAD

MAP OF STRUCTURES AND DETAILS OF A RESERVOIR CILINDRICO 250m3 250m3

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

Penne, net, Format, Cyan, Yellow, green, Blue, magenta, Plot., rest, Tip., scale, profile, Fixed frame, Platinum profiles, welding, Mesh profiles, Mobile frame, Cryptic mesh, coconut sweet, Metal anchor in, profile, wall, platen, Horizontal section, Vertical window, Inner diameter of the reservoir, Outer diameter of the reservoir, griddle, shooter, Soldier profile, scale:, Staircase detail, Smooth bars, tube, steps, stairs, griddle, Anchorages, tube, Galv., anchorage, detail, metal lid, scale:, stairs, steps, tube, Smooth bars, Smooth bars, tube, Smooth bars, tube, Tip., scale:, Smooth, Bar handle, Fluted iron, Fluted iron, Padlock ear, handle, Long, scale:, Metal, scale:, Wall, Overlap, Cupula, ventilation, Overflow, In this area of ​​cover dome widens, mesh, Tip., mesh, Gradually from, Slab, background, Sole, False shoe, Ref. Inf., Ref. Sup Inf., Wall, Ref. Cent., Bottom slab, meeting, Water stop, Igas seal, The drain, Before continuing with, Leave rough surface, Water stop, meeting, Armor goes, Width pvc breakwater, Igas seal similar to, scale:, In valve stand, Overall mesh:, False shoe, scale:, Solid in valve housing, Solid slab, Wall, Tubes in, For ventilation with hands, Of anticorrosive paint, Weld mesh, coverage, Spherical, mosquito net, tube, all, Igas seal, or similar, Flange breaks water, of the tube, Regulations, Summary of the foundation conditions:, Type of foundation: corrido armed, Coatings, Portland cement type II for all concrete in contact with the ground, steel, Overlap length, materials, Technical specifications, Standard aci, Related searches, Standard loads, According to the manufacturer’s recommendations, Of cm of thickness. Finishing used waterproofing, Draw the surfaces in contact with the water with mixing, Plasters, Background, Spherical cover, Valve stand, Stone, Sole, Cement portland type for the rest of the structure, Concrete emptied against the ground, Concrete in contact with the ground with, Spherical cube cover, Cube walls mooring beams, Cm., length, Max., Horizontal reinforcement, Element background, Only where it is not expressly indicated in the plans., The reinforcement that passes through a section between two is overlapped, Successive overlaps there will be a minimum distance of diameter of the reinforcement in use., use, Length in cms., Max., Ref. horizontal, With cm., Min, Diameters, Vertical reinforcement, Overlap, Zone of, Ref. vertical, Ref. horizontal, With cm., Summary of seismic parameters, Spectral acceleration, Zone factor, Soil parameter, Seismic amplification factor, Reduction coefficient, Building category factor, Gravity acceleration, Buildings, With ductility, kind, Z.u.s.c, Period of the platform of the, kind, Spectrum in seconds, Plotting, scale:, Of valves, Symbology, symbol, description, Switchboard, Center of light, Outlet, Bracket, switch, Cable on the floor, Cable on the roof, Plotting, scale:, Overflow ring reinforcement, scale:, scale:, Clean box reinforcement, scale:, scale:, scale:, scale:, Floor joint, scale:, air duct, scale:, scale:, Typical tube pass in wall, scale:, Typical reinforcement in pipe pass, The drain, Before continuing with, Leave rough surface, Water stop, meeting, Wall seal, Penne, net, Cyan, Yellow, green, Blue, magenta, rest, Plotting from the magenta line, scale:, ventilation, Coverage: pastry chef, About mortar, Exposed concrete, detail, Level of sidewalk, Units, scale:, Foundation, Artifice, Overflow, hopper, meeting, Income projection, Reservoir, stairs, detail, stairs, detail, stairs, detail, meeting, meeting, Foundation projection, Of reservoir, Beam projection, sidewalk, Roof projection, meeting, Widening area, Gradual of the dome, Sole, scale:, Exposed concrete, Coverage: pastry chef, About mortar, Maximum water level, meeting, Inner diameter of the reservoir, Outer diameter of the reservoir, ventilation, Cna, Cna, profile, Fixed frame, Platinum profiles, welding, Mesh profiles, Mobile frame, Cryptic mesh, coconut sweet, Metal anchor in, profile, wall, platen, scale:, Horizontal vertical window, license plate, axis, scale:, Typical hinge, anchorage, profile, Ceiling, profile, profile, griddle, welding, profile, profile, profile, profile, profile, griddle, welding, scale:, Vertical, scale:, Horizontal, Recessed wall, Sheet metal insurance, per side, On wall, anchorage, profile, hits, Plate type, profile, griddle, hinge, welding, per side, On wall, anchorage, see detail, Board of, ventilation, Cna, Lower top maya, see detail, Cna, cut, Esc., Reservoir supported, Reinforcement in wall slab

Raw text data extracted from CAD file:

1992 0.20 PENNE RED FORMATO A-1 0.20 CYAN 0.25 0.25 YELLOW GREEN 0.80 0.60 BLUE MAGENTA 0.00 PLOT. = 1:1500 8 0.30 20 0.09 RESTO 2.50 1.00 .30 .30 .30 .05 TIP. .10 TIP. .25 .40 .25 .40 .40 .25 .06 .06 .05 D=1.02m 1.00 .005 .10 .80 .10 .005 .15 ESCALA 1:2.5 1" x 1" x 1/8" Perfil "L" Bastidor fijo de perfiles y platinas soldadura perfiles y malla Bastidor móvil de Malla cripada #10 cocada 1" x 1" Anclaje metálico en techo, alféizar, 3/4" x 3/4" x 1/8" Perfil "L" ó pared (típico) Platina 5/8" x 1/8" SECCION HORIZONTAL O VERTICAL DE VENTANA 1.00 .60 1.35 .10 1.05 1.50 .15 \A1;0.32 \A1;0.05 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.50 \A1;0.45 \A1;1.75 \A1;1.00 \A1;0.50 \A1;1.50 \A1;0.50 \A1;0.15 \A1;1.60 \A1;0.15 \A1;.35 \A1;0.24 \A1;0.50 \A1;0.15 \A1;0.10 \A1;1.00 \A1;0.10 \A1;0.15 \A1;1.60 \A1;0.15 \A1;0.30 \A1;0.70 \A1;0.50 \A1;.10 \A1;.10 \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.02 \A1;0.02 .40 3.50 .40 .40 5.13 .60 .80 .80 .15 4.00 .15 .15 5.19 \A1;.40TIP. \A1;.40TIP. \A1;.40TIP. \A1;d .20 .30 \A1;.40 \A1;.35 \A1;3/16" \A1;.03 \A1;.02 \A1;2a/3 \A1;a/6 \A1;a/6 \A1;a \A1;.15 \A1;.10 \A1;.10 5.00 5.00 4.50 \A1;0.08 \A1;0.35 \A1;0.35 \A1;0.50 \A1;0.25 \A1;2.75 \A1;0.50 \A1;1.50 \A1;1.90 \A1;0.70 \A1;0.40 \A1;1.00 \A1;0.50 \A1;.15 \A1;0.80 \A1;0.30 \A1;2.75 \A1;0.10 \A1;0.075 \A1;0.25 .60 .50 .50 .50 \A1;0.075 \A1;0.70 1.50 .15 .15 1.60 .15 .49 1.25 1.00 .15 4.00 .15 1.00 .41 2.30 2.70 .15 1.00 \A1;R5.00 \A1;R5.35 \A1;R6.35 \A1;R5.45 \A1;R4.75 .25 \A1;R5.85 .25 .25 .25 .25 .25 .10 1.05 1.50 .15 .45 .20 3.08 .50 DIAMETRO INTERIOR DEL RESERVORIO = 10.00 DIAMETRO EXTERIOR DEL RESERVORIO = 10.70 1.43 .50 1.50 .20 .30 .40 4.33 .33 .92 .08 2.75 .49 5.22 .49 2.75 .42 .08 .10 1.00 .70 .30 .40 .10 .40 .50 1.00 1.00 1.75 124.99° 4.50 .50 .95 .25 1.50 .49 .80 .50 .50 .30 3.18 .68 1.42 .10 .08 .50 124.99° 5" 1 1/2" \A1;0.025 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 .45 3.18 .50 1.50 .20 .30 2.75 .40 .10 .40 1.75 .50 .68 \A1;0.35 \A1;d 1/2"@18cm \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.10 .30 \A1;.03 \A1;.04 1.00 .08 R5.00 R5.35 R5.45 R4.75 R2.61 R3.10 R2.11 \A1; \A1; B Plancha 1/16" Tirador Soldado a perfil F A B D E B B B C 2.50 1.00 ESCALA: 1/25 \LPUERTA P-1 ESCALERA N°2(VER DETALLE 1) BARRAS LISAS GALV.3/4" TUBO GALV.d2" 5 5 PELDAÑOS (TIPICO) ESCALERA N°1 PLANCHA 3/8"x.20x.50 3 ANCLAJES U-d1/2" 3 ANCLAJES U-d1/2" 3 ANCLAJES U-d1/2" TUBO GALV.d2" TUBO GALV.d2" PL-3/8"x4"x4" GALV. ANCLAJE 2U-d1/2" (VER DETALLE 2) TAPA METALICA ESCALA: 1/50 \LSECCION 1-1 ELEVACION-ESCALERA N°1 - N°2 y N°3 .30 ESCALERA N°3 PELDAÑOS (TIPICO) .25 .40 .25 .40 .40 .25 TUBO GALV.d2" BARRAS LISAS GALV.3/4" BARRAS LISAS GALV.3/4" TUBO GALV.d2" BARRAS LISAS GALV.3/4" TUBO GALV.d2" .05 TIP. .10 TIP. ESCALA: 1/25 \LDETALLE 1 .06 .06 .05 D=1.02m LISA DE 1/2" ASA DE BARRA PLANCHA ESTRIADA 3/16" 1.00 .005 .10 .80 .10 .005 .15 PLANCHA ESTRIADA 3/16" OREJA PARA CANDADO PL-1/4"x3/4"x1.1/4" L-1"x1"x3/16" ASA d1/2" R=.02 6 ANCLAJES-PLATINA 1/8"x1"x.10 LONG. L-2"x2"x3/16" 1/8" 50-200 2PLS- 3/16" REMACHEd3/8" PL-3/8" B B ESCALA: S/E \LPLANTA-TAPA METALICA ESCALA: S/E \LSECCION B-B \LDETALLE 2 5 1 1 5 1.35 1/4 DE MURO TRASLAPE 0.50cm. a 0.20 d 1/2" 1/4 DE CUPULA CT = ±0.00 CV = +0.10 CV = +1.15 5 5 5 5 VENTILACION d50mm 0.05 arteza de rebose 6d1/2" d3/8"@30 en esta zona de cupula de cubierta se ensancha Malla d1/2"@0.20 d 3/8" a .20 0.32 Tip. Malla d5/8"@0.20 gradualmente de 0.80 a 0.15 0.08 0.35 5 5 5 5 5 5 5 5 D D 1.00 0.50 0.50 1.50 0.50 0.25 10 d 3/4" 7 d 3/4" d DE LOSA DE FONDO d 1/2" @ .25 SOLADO FALSA ZAPATA f'c= 100 Kg/cm 2 2.75 F F 0.50 E E d3/4" REF. INF. d 3/4" REF. SUP. INF. d3/4"a 0.25 5 5 5 .35 5 1.50 5 5 MURO d 3/8" a 0.25 d 3/8" 5 5 5 REF. CENT. d 3/4" a .25 d DE LOSA DE FONDO 5 5 5 5 5 5 5 5 5 1.00 JUNTA WATER STOP 6" SELLO DE IGAS 0.50 EL VACIADO ANTES DE CONTINUAR CON DEJAR SUPERFICIE RUGOSA .15 WATER STOP .10 .10 JUNTA 0.80 0.30 0.30 0.10 2.75 0.10 0.075 0.60 5 0.10 0.30 0.02 0.02 ARMADURA PASA Rompeagua de PVC 6" de ancho Sello de Igas o similar de 2x2cms 5 ESCALA: 1/50 \LPLANTA-CIMENTACION EN CASETA DE VALVULAS MALLA GENERAL: d3/8"@0.25 5 5 5 5 5 FALSA ZAPATA ESCALA: 1/50 \LPLANTA-LOSA MACIZA EN CASETA DE VALVULAS 5 5 5 5 d 1/2" @0.25 C/SENTIDO LOSA MACIZA E=0.15 5 5 5 5 5 5 5 5 C/Cara d5/8" d5/8" C/Cara .40TIP. .40TIP. .40TIP. d .20 .30 4d5/8" d3/8":8@.10 Rto.@.20 Muro 4 Tubos en "U" de d4"@.90 para Ventilacion con 2 manos de pintura anticorrosiva Soldar malla Cobertura esferica mosquitero .40 Tubo .35 (en todo alrededor) Sello de Igas o' similar Brida Rompe Agua Diametro=Diametro del tubo + 2" 3/16" .03 .02 REGLAMENTOS RESUMEN DE LAS CONDICIONES DE CIMENTACION: TIPO DE CIMENTACIóN: CORRIDO ARMADO RECUBRIMIENTOS CEMENTO PORTLAND TIPO II PARA TODO CONCRETO EN CONTACTO CON EL SUELO ACERO fy=4200 kg/cm2 LONGITUD DE TRASLAPE (lt) MATERIALES ESPECIFICACIONES TECNICAS NORMA ACI 350 - 01 NORMA E-060 CONCRETO ARMADO NORMA E-020 CARGAS (SIKA 1 o SIMILAR) DE ACUERDO A LAS RECOMENDACIONES DEL FABRICANTE DE 2 cm.DE ESPESOR. ACABADO FROTACHADO FINO, UTILIZAR IMPERMEABILIZANTE TARRAJEAR LAS SUPERFICIES EN CONTACTO CON EL AGUA CON MEZCLA 1:3 C/A REVOQUES Fondo y Paredes Reservorio f'c=240 kg/cm2 Cobertura Esferica f'c=240 kg/cm2 Caseta de Valvulas f'c=175 kg/cm2 Sub-zapatas (con 30% de piedra desplazadora de 0.25 max.) f'c=100 kg/cm2 Solado f'c= 100 kg/cm2 CEMENTO PORTLAND TIPO I PARA EL RESTO DE LA ESTRUCTURA Concreto vaciado contra el suelo Concreto en contacto con el terreno (vaciado con encofrado) Cobertura esferica de Cuba Fondos, Paredes de Cuba y Vigas de Amarre 7.5 cm. 4.0 cm. 2.0 cm. 4.0 cm. 2._ LONGITUD max. 50% REFUERZO HORIZONTAL Fondo de elemento a) Solo donde no se indique expresamente en los planos. b) Se traslapara maximo el 50% del refuerzo que pasa por una seccion y entre dos traslapes sucesivos habra una distancia minima de 40 diametros del refuerzo en uso. 1.- USO LONGITUD (lt) en cms. max. 50% Ref. horizontal con Z>30 cm. min 0.40 diametros REFUERZO VERTICAL Traslape Zona de lt z 2a/3 a/6 lt a/6 lt a d1/4" d5/8" d1/2" d3/8" d3/4" d1" d 40 75 55 90 180 110 lt Ref. vertical y Ref. horizontal 30 55 75 45 140 85 con Z<30 cm. RESUMEN PARAMETROS SISMICOS ACELERACION ESPECTRAL FACTOR DE ZONA PARAMETRO DE SUELO FACTOR DE AMPLIFICACION SISMICA COEFICIENTE DE REDUCCION FACTOR DE CATEGORIA DE EDIFICACION ACELERACION DE GRAVEDAD R g Z U S C Sa U=1.5 (Categoria "A": Edificaciones Esenciales) ; C < 2.5 R=4.0 (Muros con Ductilidad limitada) 9.81 m/seg 2 Z=0.40 (Zona 3) S=1.0 (Suelo Tipo S1) C=2.5 x (Tp/T). 1.25 Z.U.S.C Sa= R .g PERIODO LIMITE DE LA PLATAFORMA DEL Tp Tp=0.4 (Suelo Tipo S1) ESPECTRO EN SEGUNDOS PLOTEO ESC 1/50 PLOTEO ESC 1/50 PLOTEO ESC 1/50 ESCALA: 1/50 \LCASETA DE VALVULAS TD A TG 2Sa,b a b SIMBOLOGIA SIMBOLO DESCRIPCION S TABLERO DE DISTRIBUCION CENTRO DE LUZ TOMACORRIENTE BRAQUETE INTERRUPTOR CABLE EN EL PISO CABLE EN EL TECHO PLOTEO ESC 1/50 ESCALA: 1/25 \LDETALLE 3 REFUERZO DE CUBIERTA, ANILLO Y ARTEZA DE REBOSE ESCALA: 1/25 \LSECCION D-D ESCALA: 1/50 \LDETALLE 4 REFUERZO CAJA DE LIMPIA ESCALA: 1/25 \LSECCION E-E ESCALA: 1/25 \LSECCION F-F ESCALA: 1/25 \LDETALLE 5 ESCALA: 1/10 \LSECCION C-C JUNTA DE PISO ESCALA: S/E \LDETALLE 6 TUBO DE VENTILACION ESCALA: 1/20 \LDETALLE 7 ESCALA: S/E \LDETALLE DE PASE TIPICO DE TUBO EN MURO ESCALA: S/E \LDETALLE TIPICO DE REFUERZO EN PASE DE TUBERIAS EL VACIADO ANTES DE CONTINUAR CON DEJAR SUPERFICIE RUGOSA .15 WATER STOP .10 .10 JUNTA 0.075 \LDETALLE DE JUNTA EN PARED 0.18 PENNE RED 0.50 CYAN 0.30 0.20 YELLOW GREEN 0.60 0.60 BLUE MAGENTA 0.20 8 0.10 RESTO 0.25 22 0.40 0.50 116 252 0.15 58 PLOTEO desde la linea magenta 5 5 5 5 ESCALA: 1/50 \LELEVACION VENTILACION d50mm COBERTURA: PASTELERO 0.24x0.24 SOBRE MORTERO CONCRETO EXPUESTO (VER DETALLE 6) NIVEL DE VEREDA PROYECCION-VENTILACION d50mm (4 UNIDADES A 90°) ESCALA: 1/50 \LPLANTA (Vol=250m3) A A CIMENTACION ARTEZA REBOSE TOLVA JUNTA NP.+1.05 PROYECCION INGRESO A RESERVORIO ESCALERA N°1 (VER DETALLE 1) ESCALERA N°2 (VER DETALLE 1) ESCALERA N°3 (VER DETALLE 1) (VER DETALLE 2) (VER DETALLE 3) (VER DETALLE 4) (VER DETALLE 6) 5 5 5 5 5 .49 JUNTA S=2% JUNTA S=2% PROYECCION DE CIMIENTO DE RESERVORIO NV.+1.15 P1 1.00x2.50 S=1% S=1% S=1% V=250m3 NV.+0.10 5 PROYECCION DE VIGA VEREDA S=1% 5 5 5 5 5 5 5 5 5 5 1.95 1.70x0.60 PROYECCION DE TECHO 5 5 5 5 5 5 C C C C JUNTA 5 5 5 5 5 5 5 5 5 5 ZONA DE ENSANCHAMIENTO GRADUAL DE LA CUPULA \LSECCION X-X SOLADO e=0.10 ESCALA: 1/50 CONCRETO EXPUESTO COBERTURA: PASTELERO 0.24x0.24 SOBRE MORTERO NIVEL MAXIMO DE AGUA JUNTA 1cm 5 5 5 5 DIAMETRO INTERIOR DEL RESERVORIO = <> DIAMETRO EXTERIOR DEL RESERVORIO = <> 5 5 5 CL = +0.15 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 5 5 5 5 1.50 5 5 CV = +1.15 VENTILACION d50mm VENTILACION d50mm CNA =+4.21 5 5 5 5 CNA =+1.05 5 5 5 CV = +0.10 CV = +0.00 V=250m3 5 5 5 1" x 1" x 1/8" Perfil "L" Bastidor fijo de perfiles y platinas soldadura perfiles y malla Bastidor móvil de Malla cripada #10 cocada 1" x 1" Anclaje metálico en techo, alféizar, 3/4" x 3/4" x 1/8" Perfil "L" ó pared (típico) Platina 5/8" x 1/8" ESCALA: 1/5 \LSECCION HORIZONTAL O VERTICAL DE VENTANA PLACA 5/16" EJE o 5/8" 5" 1 1/2" ESCALA: S/E \LDETALLE TIPICO DE BISAGRA Anclaje 4" Perfil "L" 1" X 1" e = 1/8" en techo (P-2) e = 1/8" A B Perfil "L" 1 1/4" X 1 1/4" B B e = 1/8" C Perfil "L" 1 1/4" X 1 1/4" B Plancha 1/16" Soldadura e = 1/8" Perfil "T" 1" X 1" e = 1/8" Perfil "T" 1" X 1" e = 1/8" Perfil "L" 1" X 1" e = 1/8" Perfil "T" 1" X 1" e = 1/8" Perfil "T" 1" X 1" Plancha 1/16" Plancha 1/16" Plancha 1/16" Soldadura 0.025 ESCALA: 1/2 \LSECCION VERTICAL DE P-1 ESCALA: 1/2 \LSECCION HORIZONTAL DE P-1 empotrado en pared Seguro de chapa 4 por lado en pared Anclaje 4" e = 1/8" Perfil "L" 1" X 1" Perfil "L" 1 1/4" X 1 1/4" e = 1/8" 3 golpes Chapa tipo "FORTE" Perfil "T" 1" x 1" e = 1/8" Plancha 1/16" F Bisagra D E Soldadura 4 por lado en pared Anclaje 4" 5 5 5 5 VER DETALLE 5 0.30 Junta de 20mm 5 5 5 5 CL = +0.15 5 5 5 5 5 5 5 VENTILACION d50mm VENTILACION d50mm CNA =+4.21 5 5 CV = +0.10 CV = +0.00 V=250m3 5 R=5.00 R=5.35 d1/2" @18aprox. 6d1/2" d3/8"@30 d 1/2"@18cm 5 5 5 5 5 d5/8 @20aprox. d3/4" @20aprox. 5 d1/2"@.25 Maya superior e inferior 5 VER DETALLE 7 CNA =+1.05 .03 .04 CORTE ESC. 1/50 DE RESERVORIO APOYADO V= 250 m3 REFUERZO EN CIMENTACION, LOSA DE FONDO, MURO CIRCULAR Y CUPULA DE LA CUBA ZONA DE ENSANCHAMIENTO GRADUAL DE LA CUPULA NIVEL MAXIMO DE AGUA d5/8"@0.20 0.15 FALSA ZAPATA EN ZONA CASETA DE VALVULAS SOLADO F`c100 Kg/cm2= 10 cm d1/2"@0.20 d 3/8" @0.25 ARTEZA REBOSE (VER DETALLE 3) 5 5 VER REF. CIRCULAR DE MURO EN PLANO A-08 d1/2" @18aprox. d5/8 @20aprox. d1/2" @18 aprox. 5 5 5 5 5 5 MALLA d 1/2" a .25 5 1/4 DE CIMENTACION REF. INFERIOR d 1/2" a ESP. IGUALES 1/4 DE ANILLO d 3/8" a 0.30 d 5/8" a 0.20 TAPA DE CISTERNA 0.80 REFUERZO DE TAPA d3/8" a ESP. IGUALES d 5/8" d 1/2" a 0.20 ZONA DE ENSANCHAMIENTO ESCALA: 1/50 \LPLANTA-RESERVORIO APOYADO V= 250m3 REFUERZO EN CIMENTACION MURO CIRCULAR, ANILLO Y CUPULA PROPIETARIO:

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, map, maquinas, maschinenrauminstallations, provision, reservoir, structures, wasser bestimmung, water