Reservoir Supported DWG Block for AutoCAD

Reservoir Supported DWG Block for AutoCAD

Plano 100m3 reservoir structures.

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

Sedapal, expansion, your B., In cupula, Dome in upper armor, Portland type in general. Type in structures, In contact with the land., covering, Technical specifications, Waterproofing, Splices, ground, cement, steel, concrete, F’c foundation, Interiorly the wall cylindrical floor slab would be waterproofed with, A cementitious base product type xypex similar in two layers of each., I study, Dome, F’c, The surfaces of the cylindrical wall will have an expensive finish., radial, Rings, Cylindrical wall, Vertical is not allowed, horizontal, Circular beam, Bottom slab, Stirrups are not allowed, Rings, Shoe, Waterproofing additive., With cement, Inwardly tapping the cylindrical wall bottom slab, Another alternative:, F’c beam, Walls, Cm., Foundation, Cm., Dome, Cm., Rto., Rings, Reservoir supported, Proy. Of overflow trough, section:, Esc., Sole, Rings, Sole, expansion, radial, Rings, Ring, Rings, Wall, Detail: overflow, Esc., section:, Esc., Wall, Reinforcement detail, In pipe pass, Esc., your B., Construction joints, Esc., Detail: beam, Esc., Radial in, Rings, beam, Distribution of armor in foundation cupula plant, Esc, Inspection cap, Rings, Rings, Rings, radial, Rings in shoe, Rings, beam:, radial, radial, Rings, Reinforcement detail, In reservoir access, Esc., Leave rough surface, To probe the emptying, Treat it before, Pvc, Break water, Shoe, Sole, Wall, sidewalk, Reservoir, Pvc, Break water, Roof in cupula, Dome ceiling in upper armor, Foundation, Valve stand, sidewalk, sidewalk, sidewalk, sidewalk, entry, The house, Pump house, Floor: second floor, Floor: first floor, cimentacion plant, sidewalk, sidewalk, start, Of stairs, Reservoir, Rto., Rto., Esc, cut, Foundation, running, Overcoming, running, Nfz, Esc, cut, Foundation, running, Overcoming, running, Nfz, Var., meeting, Sole, Esc, cut, Esc, cut, seal, polystyrene, expanded, Elastomeric, Bruna, Esc, cut, Esc, cut, Nfz, Foundation widening, Overflow box, Summary of conditions, Foundation layer support, Type of foundation: insulated foundation foundations, Foundation, Admissible pressure, Aggressiveness of the ground foundation, Additional recommendations, Depth of foundation, Type intrusive igneous rock, Ground is, Respect to the surface, In case the indicated depth is loose material, Fill deepen excavation at least on natural ground, To fake false zapata, Granodiorite, of the, Type of soil according to seismic-resistant standard, Type factor, Cm., Columns beams, Slabs lightened, Flat beams, Combined shoe, Columns beams, Coatings, Specifications, mortar, Joint thickness between courses, Minimum brick resistance, Maximum of empty, Masonry tabiqueria, Brick type iv, dimensions, Fm, Fb, Corrugated iron, concrete, Reinforced concrete, Fc, cement, cement:, Portland type in general., Concrete a minimum of m., Which enter m. in the wall, The masonry will united the structure, With wires each yarn, Anchor in the elements of, Simple concrete, False shoe, Concrete mix s, large stone, Hooks in stirrups, dimension, Cms., Detail of the, hook, With tecknoport painted with liquid asphalt, The joints will have a thickness of stuffed, Together, Inf, Sup, Inf, Sup, Inf, Sup, Rto., cut, cut, Rto., Rto., Rto., Roof formwork, Esc., stairs, Pump house, Inf, Sup, Inf, Sup, Inf, Sup, Roof formwork, Inf, Sup, Inf, Sup, Inf, Sup, Rto., Rto., Rto., Rto., Typical section of floor, floor, Concrete slab, Portland type in general. Type in structures, In contact with the land., covering, Technical specifications, Waterproofing, Splices, ground, cement, steel, concrete, F’c foundation, Interiorly the wall cylindrical floor slab would be waterproofed with, A cementitious base product type xypex similar in two layers of each., I study, Dome, F’c, The surfaces of the cylindrical wall will have an expensive finish., radial, Rings, Cylindrical wall, Vertical is not allowed, horizontal, Circular beam, Bottom slab, Stirrups are not allowed, Rings, Shoe, Waterproofing additive., With cement, Inwardly tapping the cylindrical wall bottom slab, Another alternative:, F’c beam, Walls, Cm., Foundation, Cm., Dome, Cm.

Raw text data extracted from CAD file:

sedapal \A1;.10 \A1;.10 \A1;.20 \A1;4.55 \A1;.25 \A1;.25 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.20 \A1;.20 \A1;.11 \A1;.87 \A1;.07 \A1;.30 \A1;.50 ENSANCHE \A1;3.50 \A1;2.00 \A1;1.00 \A1;.60 \A1;.60 \A1;.10 \A1;.70 \A1;.80 \A1;.60 \A1;.25 \A1;.30 \A1;.50 \A1;.05 \A1;.14 \A1;.11 \A1;.10 \A1;.80 \A1;.10 \A1;.12 \A1;.25 \A1;.25 \A1;.07 \A1;.10 \A1;.70 \A1;.10 \A1;.05 \A1;.10 \A1;.20 \A1;MURO \A1;.05 \A1;2.80 \A1;.50 \A1;.25 \A1;.80 \A1;.20 \A1;.25 \A1;3.30 \A1;.50 \A1;.10 \A1;.60 \A1;.80 \A1;.10 \A1;.10 \A1;.80 \A1;.25 \A1;.25 \A1;.60 \A1;d TUB. \A1;R1.80 \A1;R1.80 \A1;R.70 \A1;R.70 \A1;.50 \A1;.14 \A1;.11 \A1;.25 \A1;\U+2205.80 \A1;.80 \A1;.20 \A1;.10 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.80 \A1;.10 \A1;.20 \A1;.25 \A1;.05 \A1;.05 \A1;h \A1;.25 \A1;.25 \A1;TECHO EN CUPULA^JARMADURA EN CUPULA \A1;.25 \A1;.30 \A1;TECHO CUPULA EN ARMADURA SUPERIOR \A1;R3.50 \A1;R3.75 \A1;R3.80 \A1;R3.50 \A1;R3.75 \A1;R3.80 \A1;CIMENTACION \A1;.23 \A1;.25 \A1;.23 : Portland Tipo I en general. Tipo V en estructuras en contacto con el terreno. RECUBRIMIENTO ESPECIFICACIONES TECNICAS IMPERMEABILIZACION EMPALMES TERRENO CEMENTO ACERO CONCRETO f'c = 100 Kg/cm2 (Falsa cimentacion ó solado) Interiormente el muro cilindrico y losa de fondo se impermeabilizara con un producto de base cementicia tipo XYPEX ó similar en dos capas de 1.2mm cada una. : Tt > 40.50 kg/cm2 (ver estudio Geotecnico) : CUPULA : fy = 4200 Kg/cm2 : f'c = 245 Kg/cm2 (Muro Cilindrico, Zapata, Losa de fondo) Las superficies del muro cilindrico tendran un acabado caravista. d Radial 3/8" = 0.40m d 3/8" anillos = 0.40m, d1/4 =0.35m MURO CILINDRICO d Vertical : no se permite d Horizontal : d3/8" = 0.40m d 1/2" = 0.60 VIGA CIRCULAR LOSA DE FONDO d 3/8" = 0.40 d Estribos : no se permite d 1/2" anillos = 0.60m ZAPATA ADITIVO IMPERMEABILIZANTE. CON MEZCLA 1:3 CEMENTO ARENA DE 2.00 cm DE ESPESOR, AGREGANDO TARRAJEAR INTERIORMENTE EL MURO CILINDRICO Y LOSA DE FONDO OTRA ALTERNATIVA: : f'c = 210 Kg/cm2 (Cupula, Viga circular) : MUROS 4.00 cm. CIMENTACION 6.00 cm. CUPULA 3.00 cm. \A1;.25 \A1;.25 \A1;0.25 \A1;.70 \A1;.25 \A1;.30 \A1;.30 \A1;.50 \A1;.60 \A1;.70 \A1;.25 \A1;.15 \A1;.20 \A1;.50 \A1;.60 \A1;.70 \A1;.25 \A1;.15 \A1;VAR. \A1;.60 \A1;.25 \A1;.25 \A1;.15 \A1;.50 \A1;.10 \A1;.05 \A1;1.00 \A1;.10 \A1;.20 \A1;.10 \A1;.15 \A1;.01 \A1;.20 \A1;.10 \A1;05 \A1;10 \A1;05 \A1;1.10 \A1;1.10 \A1;.25 \A1;6.46 \A1;.25 \A1;.25 \A1;2.11 \A1;2.40 \A1;.60 \A1;1.00 \A1;1.00 \A1;6.61 \A1;1.00 \A1;1.00 \A1;6.13 \A1;.25 \A1;.25 \A1;3/8":1@.05, 8@.10 C/EXT, RTO. @ .20 \A1;3.90 \A1;1.30 \A1;1.30 \A1;.50 \A1;.50 \A1;0.25 \A1;0.40 \A1;.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;.20 \A1;0.20 \A1;0.25 \A1;0.30 \A1;.20 \A1;0.10 \A1;.25 \A1;6.46 \A1;.25 \A1;2.40 \A1;1.60 \A1;.25 \A1;.25 \A1;2.11 \A1;2.40 \A1;.60 \A1;1.00 \A1;.25 \A1;1.47 \A1;.15 \A1;1.30 \A1;1.30 \A1;.30 \A1;.50 \A1;.25 \A1;6.46 \A1;.25 \A1;1.47 \A1;2.40 \A1;1.60 \A1;.25 \A1;.25 \A1;2.11 \A1;2.40 \A1;.60 \A1;1.00 \A1;.25 \A1;0.25 \A1;0.40 \A1;.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;.20 \A1;0.20 \A1;0.25 \A1;0.30 \A1;.20 \A1;0.10 \A1;.60 \A1;5.05 \A1;.20 \A1;.90 \A1;.20 \A1;.15 \A1;1.30 \A1;.15 d3/8"@0.25 ANILLOS 5 d3/8"@0.25 d3/8"@0.25 5 5 5 5 RESERVORIO APOYADO VOL.=100.00m.3 PROY. DE ARTESA REBOSE (VER DETALLE) 5 SECCION: A-A ESC. 1/20 5 d3/8"@0.25 EN R=3.80m. SOLADO 10d1/2" ANILLOS 5 5 5 5 5 5 5 5 5 d3/8"@0.25 1d3/8" SOLADO 5 5 5 5 <> ENSANCHE 5 d3/8"@0.25 RADIAL d1/4"@0.20 ANILLOS 5 5 5 5 5 d3/8"@0.20 ANILLO C/CARA ANILLOS d3/8"@0.25 ANILLOS C/CARA 4d1/2" 5 5 5 5 5 MURO DETALLE: ARTEZA DE REBOSE ESC. 1/20 5 5 5 5 5 5 5 SECCION: 1-1 ESC. 1/20 MURO 5 5 1 DETALLE DE REFUERZO EN PASE DE TUBERIA ESC. 1/20 5 5 d TUB. 2d1/2" C/CARA 2d1/2" C/CARA JUNTAS DE CONSTRUCCION ESC. 1/20 DETALLE: VIGA 1 ESC. 1/20 5 5 5 5 4d1/2" d3/8" RADIAL @0.25 EN R=3.50m. d1/4" @ 0.20 ANILLOS 2d3/8" @0.25ANILLOS d3/8"@0.25 EN R=3.50m. VIGA V-1 DISTRIBUCION DE ARMADURA EN CIMENTACION Y CUPULA - PLANTA ESC 1/20 TAPA DE INSPECCION (VER DETALLE) 2d1/2" ANILLOS d3/8"@1.00m. 5 5 5 5 d3/8"@.50m. d3/8"@1.00m. d3/8"@0.25 ANILLOS d3/8"@1.00m d3/8"@.50m d3/8"@1.00m. d1/4"@0.20 ANILLOS d3/8"@0.25 RADIAL 10d1/2" ANILLOS EN ZAPATA d3/8"@0.25 EN R=3.50m. 5 2d3/8"@0.25 ANILLOS EN R=3.50m. C L 5 5 VIGA: V-1 (VER DETALLE) d3/8"@0.25 EN R=3.50m. d3/8" @0.25 EN R=3.80m. 5 4 d3/8" 5d3/8" 4 d3/8" 4 d3/8" 4 d3/8" 5 d3/8" 5 5 d3/8"@0.25 d3/8"@0.25 RADIAL 5 A 5 .80 5 5 5 d RADIAL 2 d1/2" ANILLOS d3/8"@.20 DETALLE DE REFUERZO EN ACCESO A RESERVORIO ESC. 1/20 5 d3/8"@0.25 5 5 d3/8" @0.25 EN R 3.50 d3/8" @0.25 EN R 3.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DEJAR SUPERFICIE RUGOSA PROCEGUIR EL VACIADO TRATARLA ANTES DE PVC d9" ROMPE AGUA ZAPATA SOLADO MURO 5 5 5 5 VEREDA RESERVORIO h PVC d6" ROMPE AGUA 360° .25 5 C.F.+607.50 TECHO EN CUPULA^JARMADURA EN CUPULA 5 5 TECHO CUPULA EN ARMADURA SUPERIOR 5 5 5 5 5 5 CIMENTACION 5 5 5 A 5 5 CASETA DE VALVULAS NPT.=607.45 VEREDA NPT.=607.45 VEREDA 1 2 1 2 RAP-01 V=100m3 CF= 607.50 R=3.50 34 25 NFT=606.80 NPT.=607.65 VEREDA NPT.=607.65 VEREDA R=3.75 CNA= 610.30 INGRESO A LA CASETA CASETA DE BOMBAS NPT=609.80 PLANTA: SEGUNDO PISO ESC:1/50 RAP-01 V=100m3 CF= 607.50 R=3.50 R=3.75 CNA= 610.30 1 2 3 4 6 5 7 PLANTA: PRIMER PISO 5 PLANTA DE CIMENTACION ESCALA=1/50 C-02 C-02 C-01 C-02 C-01 C-02 C-01 N.P.T.+607.25 N.P.T.+607.25 VEREDA N.P.T.+607.65 VEREDA N.P.T.+607.65 Arranque de Escalera 1 1 N.P.T.+606.65 1 1 1 1 2 2 3 3 4 4 RESERVORIO 5 2d5/8" 5 4d1/2" C-02 (.25x.70) ESCALA=1/25 3/8: 1@ .05, 10@0.10,C/EXT, RTO. @ .20 2 2d5/8" 5 4d5/8" 5 C-01 (.30x.30) ESCALA=1/25 3/8: 1@ .05, 10@0.10,C/EXT, RTO. @ .20 5 5 <> .25 ESC 1/25 CORTE 1-1 Cimiento f'c=175Kg/cm2 Corrido Sobrecimiento Corrido f'c=210Kg/cm2 NPT+607.25 NFZ +606.00 5 5 d3/8"@.25 3d3/8" 5 5 <> .25 ESC 1/25 CORTE 2-2 Cimiento f'c=175Kg/cm2 Corrido Sobrecimiento Corrido f'c=210Kg/cm2 NPT+607.25 NFZ +606.00 5 d3/8"@.25 3d3/8" VAR. 5 d1/2"@.20 d1/2"@.20 d1/2"@.20 Junta e=1" 5 5 5 5 5 5 5 SOLADO d3/8"@.20 d3/8"@.20 ESC 1/25 CORTE 4-4 ESC 1/25 CORTE 3-3 5 5 5 5 5 5 5 SELLO POLIESTIRENO 05 EXPANDIDO ELASTOMERICO BRUÑA 05 10 ESC 1/25 CORTE 5-5 ESC 1/10 CORTE 6-6 5 5 6 6 d1/2@.18 d1/2@.18 5 5 Z-02 h=0.50m NFZ +606.00 Ensanche de Cimiento CAJA DE REBOSE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RESUMEN DE LAS CONDICIONES ESTRATO DE APOYO A LA CIMENTACION : TIPO DE CIMENTACION: Zapatas aisladas y cimientos corridos DE CIMENTACION PRESION ADMISIBLE : AGRESIVIDAD DEL SUELO A LA CIMENTACION : RECOMENDACIONES ADICIONALES : PROFUNDIDAD DE LA CIMENTACION : Roca ignea Intrusiva de Tipo 10.00 kg/cm2 Suelo "Si es Agresivo" Df=1.50 (con respecto a la superficie 1) En caso de que a la profundidad indicada se encuentre material suelto ó relleno profundizar excavacion por lo menos 30cm. en terreno natural y vacear falsa zapata Granodiorita del terreno) TIPO DE SUELO SEGUN NORMA SISMORESISTENTE tipo S1, Factor de suelo=1.0, Tp=0.4seg 3 cm. 2 cm. 2.5 cm. 4 cm. 8 cm. VIGAS PERALTADAS y COLUMNAS (e=.15) LOSAS Y ALIGERADO VIGAS CHATAS ZAPATAS COMBINADA COLUMNAS Y VIGAS PERALTADAS RECUBRIMIENTOS ESPECIFICACIONES MORTERO P1 (CEMENTO/CAL HIDRATADA/ARENA) ESPESOR JUNTA ENTRE HILADAS RESISTENCIA MINIMA DEL LADRILLO % MAXIMO DE VACIOS ALBAÑILERIA (CERCOS y TABIQUERIA EXTERIOR) LADRILLO TIPO IV DIMENSIONES (MINIMAS) 30 1/1/4 1.0 cm (Min.) 24x13x9 cm f'm = 45 kg/cm2 f'b = 130 kg/cm2 1.5 cm (Max.) FIERRO CORRUGADO CONCRETO CONCRETO ARMADO fy = 4200 kg/cm2 f'c = 210 kg/cm2 CEMENTO CEMENTO: PORTLAND TIPO V EN GENERAL. CONCRETO UN MINIMO DE 0.30 m. LOS CUALES ENTRAN 0.50 m. EN EL MURO LA ALBAÑILERIA IRA UNIDA A LA ESTRUCTURA CON 2 ALAMBRES # 8 CADA 3 HILADAS Y ANCLAN EN LOS ELEMENTOS DE CONCRETO SIMPLE FALSA ZAPATA MEZCLA CEMENTO : HORMIGON PIEDRA GRANDE (8" MAXIMO) 1:12+ 30% DE 135° 135° 135° L D GANCHOS EN ESTRIBOS Dimension L y D=en cms. L D 4 10 2.5 d1/4" d3/8" DETALLE DEL GANCHO 15 con tecknoport 3/4"/ 2" pintado con asfalto liquido RC-60 Las juntas tendran un espesor de .02/0.05m, rellenadas JUNTAS (e=0.20:S/C 500 Kg/m2) ESCALA=1/50 C-02 C-02 C-01 C-02 C-01 C-02 C-01 VE-101 (.25x.40) VE-102 (.25x.40) VE-101 (.25x.40) VE-103(.25x.40) VE-103(.25x.40) VE-104(.25x.40) VE-104(.25x.40) VE-101 VE-105(.25x.30) d1/2"@.20 inf d1/2"@.20 sup d1/2"@.20 inf d1/2"@.20 sup d1/2"@.20 inf d1/2"@.20 sup d5/8"ADIC c/cara d5/8"ADIC c/cara d5/8"ADIC c/cara d5/8"ADIC c/cara d5/8"ADIC c/cara d5/8"ADIC c/cara 3/8":1@.05, 8@.10 C/EXT, RTO. @ .20 5 a a VE-102 (.25x.40) ESCALA=1/25 C-01 5 5 2d5/8" a a 2d5/8" 1d5/8" 1d5/8" b b 5 2d5/8" 5 2d5/8" C-01 2d5/8" CORTE a-a 5 5 5 5 3d5/8" 4d5/8" CORTE b-b 5 5 5 5 2d5/8" 2d5/8"+1d1/2" 5 5 5 5 2d5/8"+1d1/2" VE-101 (.25X.40) 3/8: 1@ .05,8@0.10,C/EXT RTO. @ .20 VE-103 (.25X.40) 2d5/8"+1d1/2" 5 5 5 5 2d5/8"+1d1/2" VE-104 (.25X.40) 3/8: 1@ .05,8@0.10 C/EXT RTO. @ .20 2d5/8" 5 5 5 5 2d5/8" VE-105 (.25X.30) 3/8: 1@ .05,8@0.10 C/EXT RTO. @ .20 5 5 5 5 5 5 5 5 5 5 5 5 5 ENCOFRADO TECHO NIVEL+609.80 5 5 5 5 ESC. 1/25 ESCALERA d3/8"@.25 d1/2"@.15 d1/2"@.15 d1/2"@.15 d1/2"@.15 5 CASETA DE BOMBAS NPT=609.80 RAP-01 V=100m3 CF= 607.50 R=3.50 R=3.75 CNA= 610.30 (e=0.20:S/C 150 Kg/m2) ESCALA=1/50 C-02 C-02 C-01 C-02 C-01 C-02 C-01 VE-201 (.25x.40) VE-202 (.25x.40) VE-201 (.25x.40) VE-203(.25x.40) VE-203(.25x.40) VE-204(.25x.40) VE-204(.25x.40) VE-201 VE-205(.25x.30) d3/8"@.20 inf d3/8"@.20 sup d3/8"@.20 inf d3/8"@.20 sup d3/8"@.20 inf d3/8"@.20 sup d5/8"ADIC c/cara 5 5 5 5 5 5 5 5 5 5 5 5 5 ENCOFRADO TECHO NIVEL+612.35 d1/2"@.20 inf d1/2"@.20 sup VE-202 (.25x.40) d3/8"@.20 inf d3/8"@.20 sup d3/8"@.20 inf d3/8"@.20 sup 2d5/8" 5 5 5 5 2d5/8" VE-201 (.25X.40) 3/8: 1@ .05,8@0.10,C/EXT RTO. @ .20 VE-203 (.25X.40) 2d5/8" 5 5 5 5 2d5/8" VE-202 (.25X.40) 3/8: 1@ .05,8@0.10 C/EXT RTO. @ .20 2d5/8" 5 5 5 5 2d5/8" VE-205 (.25X.30) 3/8: 1@ .05,8@0.10 C/EXT RTO. @ .20 VE-204 (.25X.40) 5 d5/8"ADIC c/cara 5 CA-01 5 4d1/2" 5 CA-01 (.20x.90) ESCALA=1/25 1/4: 1@ .05, 10@0.10,C/EXT, RTO. @ .20 6d3/8" 5 5 5 5 ESCALA=1/10 SECCION TIPICA DE PISO PISO 1d3/8"@.25 \W0.13516; LOSA DE CONCRETO f'=210 kg/cm2 : Portland Tipo I en general. Tipo V en estructuras en contacto con el terreno. RECUBRIMIENTO ESPECIFICACIONES TECNICAS IMPERMEABILIZACION EMPALMES TERRENO CEMENTO ACERO CONCRETO f'c = 100 Kg/cm2 (Falsa cimentacion ó solado) Interiormente el muro cilindrico y losa de fondo se impermeabilizara con un producto de base cementicia tipo XYPEX ó similar en dos capas de 1.2mm cada una. : Tt > 10.00 kg/cm2 (ver estudio Geotecnico) : CUPULA : fy = 4200 Kg/cm2 : f'c = 245 Kg/cm2 (Muro Cilindrico, Zapata, Losa de fondo) Las superficies del muro cilindrico tendran un acabado caravista. d Radial 3/8" = 0.40m d 3/8" anillos = 0.40m, d1/4 =0.35m MURO CILINDRICO d Vertical : no se permite d Horizontal : d3/8" = 0.40m d 1/2" = 0.60 VIGA CIRCULAR LOSA DE FONDO d 3/8" = 0.40 d Estribos : no se permite d 1/2" anillos = 0.60m ZAPATA ADITIVO IMPERMEABILIZANTE. CON MEZCLA 1:3 CEMENTO ARENA DE 2.00 cm DE ESPESOR, AGREGANDO TARRAJEAR INTERIORMENTE EL MURO CILINDRICO Y LOSA DE FONDO OTRA ALTERNATIVA: : f'c = 210 Kg/cm2 (Cupula, Viga circular) : MUROS 4.00 cm. CIMENTACION 6.00 cm. CUPULA 3.00 cm.

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