Water System DWG Detail for AutoCAD

Water System DWG Detail for AutoCAD

WATER SYSTEM; RUSH INDIVIDUAL – DETAIL OF WATER STORAGE TANK.

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

elevation, unscaled, cut, armor, Tank wall, unscaled, variable, Toggle position overlaps, Deck plant, cut, Column armor, To double in work, Mc., Mc., cut, Toggle position, Overlaps, Toggle position, Overlaps, Toggle position, Overlaps, Armor in rings, cut, Toggle position, Overlaps, Toggle position, Overlaps, Foundation slab reinforcement, cimentacion plant, Mc. Mc. Mc. Mc., The reinforcing steel will have a limit of, Creep fy ‘, The concrete will have a cylindrical resistance, The compression f’c the days, Notes, cut, Mc., cut, cut, To double in work, cut, Iii, cut, unscaled, Deck armor, Flat mm, Mm strips, Mc., Rectangular tube, Plates, Mc., Esc, plant, Esc, frontal, view, Barrette, gate, of security, Rectangular tube, Rectangular tube, view, cut, Rings, Mc. Mc mc, Mc. Mc. Mc. Mc., Hg pipe, Float valve, Pvc distribution, distribution network, drain, Power pipe, Iron sheet, dimensions, length, Mc., kind, Development., total, observations, Columns, Foundation, Iii, Types of irons, Iii, it varies., variable, Rings, Iii, tank, Var., Var., Iii, stairs, Summary of stair materials, description, weight, observations, length, Development., total, Rectangular tube, platen, platen, Subtotal, Kg., Total kg., Material summary, reinforced concrete, plinth, column, tank, Formwork, Subtotal, Kg., Subtotal, Kg., Subtotal, Var., average, Overlap, Subtotal, Kg., Subtotal, Kg., Concrete cap, With granular material, Packed fill to the modified proctor, colors, net, Write, Cyan, Blue, colors, scale, Contains, Reserve tank, sheet, drawing, date, Indicated, scale, draft, Regional drinking water system, Approved, revised:, design:, Studies definitive designs of the, High, Iron sheet, do not., brand, diameter, kind, length, dimensions, Development., total, types:, Eternit cover, chain, Shoe, chain, Mm. Mc, Stirrups mm. Mc, Mm. Mc, Stirrups mm. Mc, Mc sup., Mm. Mc inf., Stirrups mm. Mc, its T. Mc., Mc., its T. Mc., Mc., Upper chain, Bottom chain, Pumping station plant, Esc., detail, Shoe, Esc., cut, Esc., column, Esc., chain, Esc., Foundation, Esc., chain, Esc., cut, Esc., mesh, Total weight kg, capacity, Hypochlorator, Ios type, Lts., Pumping station cut, Esc., Front facade, Esc., water well, Eternit cover, Background level, water well, Tank drive, drain, Level, Submersible pump, Union type clamp, Hg., Stopcock, Bushing hg, pressure gauge, Short hg. Rr., Elbow hg. Rr., Accessories list, Overflow, sign, diameter, Cant, Hatchback Rr., Brass damper valve rr., Tee hg. Rr., Short stretch hg.rr., Check valve brass rr., Universal hg., Elbow hg. Rr., description, Neo hg, Spike key, Neo hg, In., Short hg., Hg adapter. Pvc, pressure gauge, Stopcock, Neoprene of, Hose wrench, detail, unscaled, Union, Neople, psi, Bushing, Union hg, Tank drive, Contains, Pumping station: cuts, sheet, drawing, date, Indicated, scale, draft, Regional drinking water system, Approved, revised:, design:, Studies definitive designs of the, Chlorination, magenta, White, green, Cyan, net, Yellow, colors, scale, Fire hydrant accessories list, Secondary will be done on the north sides, The location of the main pipes, Pieces of the net in the streets, Piping location, Cab, Anchor types for special attachments, Tee with plug, Installation of a valve, tee, Pvc, Hg pvc male adapter, Brass damper valve, cross, Cross with plug, Yee, Support detail, anchorage, Pvc, Fire mouth detail, Determination of filling height, scale, Valve box, gravel, Granulated material without compacting, East of the causeways, note:, Compacted filling free of lump stones, compacted fill, scale, pipeline, Factory line, pipeline, of fabric, line, Pieces of welded rods, To facilitate the management, Pipe network, Tee mm, sign, Cant, diameter, Lift access door, scale, plant, Elbow, Cross with two plugs, Pvc pipe, Safety plate, cut, collar, scale, Stone masonry, detail, scale, Type enclosure, column, Hs, Drawer stuffed with, Simple concrete, plaster, Recessed mesh, tube, detail, Astm adapter iso and, variable, Cut of home installation with, Collar for home installations, Connecting nozzle, mesh, Clamping collar, Flexible polyethylene, Crc pvc male adapter, Tee pvc and, Short section pvc, Valve box, Clamps, Plastic adapter, Polyethylene pipe, Universal hg, Short stretch, Bypass collar, Neople, Elbow hg, Stainless steel clamp, Nebras, column, measurer, adapter, Home connection, check valve, Stopcock, Nebras, The meters

Raw text data extracted from CAD file:

\A1;4.40 \A1;4.00 ESC.1 100 ELEVACION SIN ESCALA CORTE II-II 0.20 0.20 2.00 2.00 0.20 0.20 Mc.127 Mc.128 .09 0.12 ARMADURA PARED DEL TANQUE SIN ESCALA VARIABLE 2.70 0.20 .09 A .12 14d12mm @20 Mc.117 ALTERNAR POSICION TRASLAPES 66d14mm @20 Mc.122 qa=6.0T/m2 PLANTA DE CUBIERTA ESC.1 100 CORTE E-E ESC.1 75 ESC.1 H. 1:20 ARMADURA DE COLUMNA V. 1:100 DOBLAR EN OBRA 4d18 Mc. 104 4d18 Mc. 105 4d18 Mc. 106 4d12 Mc. 109 4d18 Mc. 107 4d18 Mc. 106 4d18 Mc. 107 4d18 Mc. 106 4d12 Mc. 107 4d18 Mc. 106 4d18 Mc. 104 4d12 Mc. 106 4d12Mc. 103 4d18 Mc. 102 4d12 Mc. 101 8d18 Mc. 100 ESC.1 H. 1:20 CORTE F-F V. 1:80 5d24 Mc.115 ALTERNAR POSICION TRASLAPES 8d12 Mc.117 ALTERNAR POSICION TRASLAPES 35d12 @.40 Mc.117 ALTERNAR POSICION TRASLAPES 5d24 Mc.115 ( ARMADURA EN ANILLOS ) ( ARMADURA EN ANILLOS ) ESC.1 H. 1:20 V. 1:50 CORTE A-A ALTERNAR POSICION TRASLAPES 3d24 Mc.115 ALTERNAR POSICION TRASLAPES 4d12 Mc.117 70d12 Mc.120 @.40 3d24 Mc.115 ARMADURA DE LOSA DE CIMENTACION ESC.1 75 PLANTA DE CIMENTACION ESC.1 100 12d24Mc.113 @.25 12d24Mc. 113 @.25 12d24Mc. 113 @.25 34\U+22058 Mc. 110 @.25 17\U+22058 Mc. 111 @.25 17\U+22058 Mc. 112 @.25 68\U+22058 Mc. 121 @.25 12 O 24Mc 113 @.25 12d18Mc. 114 @.23 H H 1.- EL ACERO DE REFUERZO TENDRA UN LIMITE DE FLUENCIA fy' = 4200 Kg/cm2 2.- EL HORMIGON TENDRA UNA RESISTENCIA CILINDRICA A LA COMPRESION f'c =210 Kg/cm2 A LOS 28 DIAS NOTAS CORTE H-H ESC.1 H. 1:75 V. 1:40 Mc. 114 Mc. 113 Mc. 114 ESC.1 20 CORTE C-C ESC.1 20 CORTE B-B CORTE D-D ESC.1 50 18d12 Mc.125@.20 57d12 Mc.126@.22 1 1 DOBLAR EN OBRA CORTE 1-1 ESC.1 H. 1:50 V. 1:20 2d12 Mc.117 Mc.126 Mc.126 2d12 Mc.117 Mc.125 Mc.125 4.00 0.20 0.20 III III CORTE III-III SIN ESCALA Mc.127 ARMADURA DE CUBIERTA ESC.1 50 PLETINA 50X6 mm @.40 7 PLETINAS 30X6 mm 95 d 20 Mc. 131 TUBO RECTANGULAR 20X40X1.5mm 2L 100X100X6mm 2 PLETINAS 100X100X18 @1.80 2d 12 Mc. 132 ESC .1--------10 PLANTA ESC .1--------25 FRONTAL VISTA PASADOR COMPUERTA DE SEGURIDAD TUBO RECTANGULAR 20X40X1.5mm TUBO RECTANGULAR 40X1.5mm d8 Mc.128 @.30 21d12 Mc.127 @.23 21 O 12Mc 127 @.23 II II Mc.107 Mc.109 Mc.107 Mc.106 Mc.110 Mc.108 Mc.109 Mc.108 Mc.106 Mc.110 Mc.111 Mc.112 Mc.100 Mc.102 Mc.101 Mc.103 Mc.101 Mc.111 Mc.112 Mc.103 Mc.102 Mc.100 A A 21.20 5.60 0.20 F E F E D D VISTA CORTE ANILLOS 0.10 0.10 0.10 .60 0.10 \A1;5.60 \A1;46\U+22058 Mc.110 @.25 23\U+22058 Mc. 111 @.25 23\U+22058 Mc 112 @.25 92\U+22058 Mc 121 @.25 \A1;1.20 \A1;1.00 \A1;0.80 \A1;1.50 \A1;2.40 \A1;4.00 \A1;8.00 \A1;4.80 \A1;2.40 \A1;2.40 \A1;1.70 \A1;1.70 \A1;1.00 \A1;8.00 \A1;0.10 \A1;0.40 \A1;0.40 \A1;2.40 3.02 \A1;0.80 \A1;0.60 \A1;2.40 \A1;45° \A1;45° 46\U+22058 Mc. 110 @.25 23\U+22058 Mc. 111 @.25 23\U+22058 Mc. 112 @.25 92\U+22058 Mc. 121 @.25 \A1;0.20 \A1;R=2.00 \A1;1.20 \A1;2.20 \A1;2.20 \A1;0.20 0.30 1.80 0.90 \A1;0.25 \A1;1.50 0.30 0.30 0.40 \A1;0.20 .06 0.90 0.35 0.20 0.20 \A1;0.35 0.28 0.35 \A1;0.20 \A1;1.40 \A1;1.20 18d12 Mc.125@.20 5 5 B B C C \A1;2.70 TUBERIA d2" HG VALVULA FLOTADORA A LA DISTRIBUCION d63mm PVC A RED DE DISTRIBUCION d63mm DESAGUE d63mm +321.40 +335.20 B3 B2 B1 B2 B2 B1 B1 B4 B5 +337.60 d= 63mm PVC-P 1.25MPa TUBERIA DE IMPULSION L=265.65.0m PLANILLA DE HIERROS DIMENSIONES ( m ) LONGITUD (m) Mc. d TIPO N.- a b c g Desarroll. Total PESO(Kg) OBSERVACIONES 100 101 102 103 104 105 106 18 12 18 12 18 12 18 I I I I I I I 32 16 16 16 32 32 48 8.70 8.70 5.70 5.70 4.50 4.50 6.00 0.30 0.30 0.30 0.30 9.00 9.00 6.00 6.00 4.50 4.50 6.00 288.00 144.00 96.00 96.00 144.00 144.00 288.00 576 128 192 85 288 128 575 COLUMNAS 111 8 I 252 1.66 2x.25 1.86 468.72 185 112 8 I 252 1.34 1.86 468.72 185 CIMENTACION 113 25 II 48 7.00 0.30 7.60 364.80 1408.00 1424 369.20 14.20 2.10 26 III 25 115 TIPOS DE HIERROS I II IV III VI V a g b b g a b c a a a b g g b a a b c c b b a b c 107 12 108 109 18 12 I I I 48 16 16 6.00 9.00 9.00 6.00 9.00 9.00 288.00 144.00 256 288 144.00 128 110 8 IV 504 2X.15 2X.25 1.00 504.00 199 121 8 I 1008 0.15 0.35 352.80 139 114 18 I 12 varia. variable 220.74 442 ANILLOS 117 12 III 20 14.20 284.00 253 119 12 IV 70 5.10 357.00 317 120 12 VI 35 3.45 120.75 107 TANQUE 125 12 I 36 var. var. 91.80 82 127 12 I 42 var. 100.80 90 122 117 14 12 I III 66 14 3.55 14.20 234.30 198.80 283 177 126 12 V 57 1.25 2.00 114.00 101 128 8 I 48 1.05 50.40 20 ESCALERAS 131 132 20 12 I VI 95 32 0.40 0.50 38.00 16.00 94 14 RESUMEN DE MATERIALES PARA ESCALERAS DESCRIPCION N.- PESO OBSERVACIONES LONGITUD DESARROLL. TOTAL TUBO RECTANGULAR 20X40X1.5mm TUBO RECTANGULAR 40X1.5mm TUBO RECTANGULAR 40X1.5mm PLETINA 50X6mm PLETINA 30X6mm PLETINA 30X6mm L 100X100X6mm PLETINA 100X100X18mm 2 11 3 5 27 2 32 32 25.80 1.40 12.60 23.80 1.80 12.60 0.25 0.108 51.60 15.40 37.80 119.00 48.60 25.20 8.00 3.46 147 44 108 179 73 38 61 49 SUBTOTAL 699 Kg. TOTAL =8164 Kg. RESUMEN DE MATERIALES HORMIGON ARMADO = 78 m3 PLINTO = 30 m3 COLUMNA = 36 m3 TANQUE = 12m3 ENCOFRADOS = 405.00 m2 2X.10 2X.10 2X.16 2X.10 SUBTOTAL 3352 Kg. 0.30 SUBTOTAL 1850 Kg. 9+5.20mTraslape 1m 9+5.20mTraslape 1m 2.10 2.30 1.45 0.15 2X.10 0.15 0.20 SUBTOTAL 2101Kg. 2x.075 3X.20 0.15 var. 0.93 0.06 0.06 2.95 0.20 0.40 14.20 Promedio a=2.40 Promedio a=2.40 9+5.2m Traslape 1m 0.40 2X.10 0.10 2X.10 SUBTOTAL 108 Kg. SUBTOTAL 753 Kg. +315.00 0.80 +335.20 TAPA DE HORMIGON 0.90*0.90m CON MATERIAL GRANULAR RELLENO COMPACTADO AL 90% PROCTOR MODIFICADO COLORES RED 0.40 WRITE 0.20 CYAN 0.25 BLUE 0.20 COLORES ESCALA 1:100 CONTIENE : TANQUE DE RESERVA 30M3 LAMINA : 1 DE 3 DIBUJO : FECHA : ABRIL/2011 INDICADAS ESCALA : PROYECTO : SISTEMA REGIONAL DE AGUA POTABLE APROBO: REVISO: DISEÑO: ESTUDIOS Y DISEÑOS DEFINITIVOS DEL ELEVADA H=20M 310 O 138 PLANILLA DE HIERROS No. MARCA DIAMETRO TIPO 211 310 300 O C L 200 201 210 C I I 184 6 24 4 16 12 LONGITUD LONGITUD DIMENSIONES (m) b g DESARROL. TOTAL (m) a 10 6.15 6.15 2.95 2.95 0.40 3.70 2x0.10 2x0.15 2x0.10 2x0.15 0.15 6.35 6.45 3.15 3.25 0.80 4.25 76.20 25.80 50.40 19.50 147.20 102.00 10 10 10 8 12 8 0.80 110.40 a g g a c g b b a a a a g g TIPOS: a b c d e c f f e c e g b e c e g e h i a b c b d e c e e c e g e h i h CUBIERTA DE ETERNIT A B 1 2 CADENA 1 CADENA 1 ZAPATA CADENA 2 CADENA 2 4 d 10 mm. Mc 200 ESTRIBOS 1 d 8 mm. Mc 310 ESTRIBOS 1 d 8 mm. Mc 310 4 d 10 mm. Mc 200 4 d 10 mm. Mc 210 ESTRIBOS 1 d 8 mm. Mc 310 Mc 211 Sup. (2) 4 d 10 mm. Mc 210 Inf. ESTRIBOS 1 d 8 mm. Mc 310 1 d 12 @0.20 Mc 100 Est. 1d8mm @0.20 Mc. 310 Est. 1d8mm @ 0.15 Mc. 310 4 d12 Mc. 300 2 d10 Mc 201 Est. 1d8mm @0.15 Mc. 310 2 d10 Mc. 200 CADENA SUPERIOR CADENA INFERIOR ESTACION DE BOMBEO - PLANTA ESC. 1:50 DETALLE 1 ZAPATA (PLANTA) ESC. 1:20 CORTE C-C ESC. 1:125 COLUMNA (ELEVACION) ESC. 1:25 CADENA 2 (PLANTA) ESC. H 1:125 V 1:50 CIMENTACION ESC. 1:50 CADENA 1 (PLANTA) ESC. H 1:50 V 1:125 CORTE B-B ESC. 1:25 @ 0.20 @ 0.20 @ 0.20 @ 0.20 MALLA I C O L 100 12 I 12 1.05 12.60 0.75 2x0.15 LT d 10=171.90 m LT d 8=257.60 m LT d 12=114.60 m PESO TOTAL = 309.58 Kg 1.20 0.80 1.20 0.80 1.80 4.20 0.20 0.80 0.20 0.60 0.20 3.00 0.60 1.40 0.20 0.60 0.20 2.60 4.20 2.30 2.47 1.36 1.00 1.63 2.80 1.00 0.20 0.30 4.20 2.60 0.20 0.20 3.90 0.20 0.20 2.50 0.20 0.80 0.80 0.20 0.20 0.20 2.80 2.80 0.20 0.20 0.80 0.80 0.80 0.80 CAPACIDAD HIPOCLORADOR TIPO IEOS 0.20 j 250 Lts. b ESTACION DE BOMBEO - CORTE C - C ESC. 1:50 FACHADA FRONTAL ESC. 1:50 POZO DP=14", H=42.0m CUBIERTA DE ETERNIT 0.60 +302.00 +302.20 +248.0 NIVEL DE FONDO +302.20 +302.00 +302.00 +302.00 302.20 302.00 B B A A C C POZO DP=14", H=30.00m 1.10 IMPULSION L=266.00m AL TANQUE 30M3 d= 63mm PVC-P 1.25MPa p q p q h DESAGUE +260.0 NIVEL ASENTAMIENTO DE BOMBA BOMBA SUMERGIBLE UNION TIPO ABRAZADERA TUBERIA HG. 2" h j i 1.55 LLAVE DE PASO BUSHING HG MANOMETRO TRAMO CORTO HG. RR. CODO 45° HG. RR. 1 1 1 1 2 LISTA DE ACCESORIOS DESAGUE Y DESBORDE SIGNO 0.70 b c g f e d 0.12 DIAMETRO a CANT. 2 TRAMOCORTO HG. RR. VALVULA DE COMPUERTA DE BRONCE RR. TEE HG. RR. TRAMO CORTO HG.RR. VALVULA CHECK DE BRONCE RR. UNIVERSAL HG. 2 1 8 1 4 CODO HG. RR. 1 LONG.(m) DESCRIPCION 1 NEPLO HG 1 LLAVE DE PICO 1 NEPLO HG k l m n o PULG. 2 p q 0.10 TRAMO CORTO HG. R-L. 1 ADAPTADOR HG. PVC 1 2*63 2 2 2 2 2 2 2 2 1 1/4 MANOMETRO LLAVE DE PASO d 1/2' NEPLO DE d1/2" LLAVE DE MANGUERA d 1/2" DETALLE 1 SIN ESCALA UNION 1/2" NEPLO 1/2" PSI 0 25 50 75 o l n m m j BUSHING 1/2 A 1/4" r 1 UNION HG k 1/2" r 1/2" 0.15 1/2"*1/4" 0.12 1/2" 1/2" 1/2" IMPULSION L=266.00m AL TANQUE 30M3 d= 63mm PVC-P 1.25MPa CONTIENE : ESTACION DE BOMBEO: PLANTA, CORTES LAMINA : 2 DE 3 DIBUJO : FECHA : ABRIL./2011 INDICADAS ESCALA : PROYECTO : SISTEMA REGIONAL DE AGUA POTABLE APROBO: REVISO: DISEÑO: ESTUDIOS Y DISEÑOS DEFINITIVOS DEL Y CLORACION MAGENTA 0.25 WHITE 0.20 GREEN 0.40 CYAN 0.30 RED 0.10 YELLOW 0.25 COLORES ESCALA 1:100 \A1;h=0.30 \A1;0.15 \A1;0.10 \A1;0.30 \A1;1.20 \A1;.05 \A1;.05 \A1;0.30 \A1;0.30 \A1;0.80 \A1;d \A1;0.10 \A1;b=1.60 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.00 \A1;H=0.45 \A1;0.05 \A1;Variable \A1;0.60 \A1;.35 \A1;0.30 \A1;0.50 \A1;0.55 \A1;Variable \A1;0.30 \A1;0.15 \A1;0.70 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.30 LISTA DE ACCESORIOS - BOCA DE FUEGO SECUNDARIA SE HARA EN LOS COSTADOS NORTE LA LOCALIZACION DE LAS TUBERIA PRINCIPALES Y PIEZAS DE LA RED EN LAS CALLES LOCALIZACION DE TUBERIAS Y h=0.30 0.15 CAB d 1/2 ANCLAJES TIPOS PARA ACCESORIOS ESPECIALES 0.10 0.30 TEE CON TAPON INSTALACION DE UNA VALVULA TEE PVC ADAPTADOR MACHO HG - PVC VALVULA DE COMPUERTA DE BRONCE CRUZ CRUZ CON TAPON YEE DETALLE DEL SOPORTE 1.20 ANCLAJE PVC SIN_________ESCALA .05 .05 D 0.30 2 2"x63mm 8 \A1;VARIABLE DETALLE DE BOCA DE FUEGO DETERMINACION DE ALTURA DE RELLENO 0.30 0.80 SIN_______ ESCALA d 0.10 0.25 0.05 0.40 0.20 2 3 5 b=1.60 CAJA DE VALVULAS d 150 GRAVA MATERIAL GRANULADO SIN COMPACTAR 0.15 0.15 Y ESTE DE LAS CALZADAS SIN_________ESCALA NOTA: 1.00 RELLENO COMPACTADO LIBRE DE TERRONES Y PIEDRAS RELLENO COMPACTADO ESCALA 1 : 10 12 12 7 6 9 1.00 TUBERIA d Linea de fábrica TUBERIA d 11 N 11 12 10 9 1 1 63 1 1 0.28 0.20 0.38 0.10 0.50 4 0.30 DE FABRICA LINEA 3 2 1 10 PEDAZOS DE VARILLAS SOLDADAS PARA FACILITAR EL MANEJO TUBERIA DE LA RED Tee d mm 5 7 6 2 4 3 63 2" 50 1 1 1 50 50 50 2 1 2 SIGNO 1 CANT. mm 50 1 DIAMETRO 2.00 PUERTA DE ACCESO - ELEVACION ESCALA 1 :50 3.00 3.10 PLANTA CODO DE 90° CRUZ CON DOS TAPONES TUBERIA DE PVC PLACA DE SEGURIDAD SIN_______ESCALA CORTE C - C H=0.45 COLLARIN ESCALA 1 :50 MAMPOSTERIA DE PIEDRA 0.60 DETALLE A ESCALA 1 :20 ESCALA 1 :50 CERRAMIENTO TIPO 0.65 COLUMNA 0.20x0.20 0.40 .12 H.S 1:3:6 0.40 0.30 0.10 0.30 0.25 0.05 0.40 CAJON RELLENO DE HORMIGON SIMPLE 0.55 1:3:6 ENLUCIDO MALLA EMPOTRADA TUBO \U+2205 11/2" DETALLE A 0.40 ADAPTADOR ASTM ISO P EC Variable CORTE DE INSTALACION DOMICILIARIA CON 3.00 3.10 COLLARIN PARA INSTALACIONES DOMICILIARIAS BOQUILLA DE CONEXION SIN_________ESCALA MALLA 50x50#12 COLLAR DE SUJECION POLIETILENO FLEXIBLE ADAPTADOR MACHO CR EC PVC TEE PVC EC TRAMO CORTO PVC CAJA DE VALVULAS 2.00 ABRAZADERAS ESCALA__1 : 15 0.60 Adaptador plástico TUBERIA DE POLIETILENO UNIVERSAL HG TRAMO CORTO HG-RR COLLARIN DE DERIVACION NEPLO HG-RR CODO 90° HG ABRAZADERA DE ACERO INOXIDABLE NEPLOS HG-RR 2.00 1.88 COLUMNA 0.20x0.20 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" A11 A14 A13 A12 A10 A9 A6 A7 A8 4 1 2 2 0.90 5 2 1 1 1 0.05 0.10 6.00 MEDIDOR \A1;6.00 2.10 ADAPTADOR POLIETILENO-HG CONEXION DOMICILIARIA VALVULA CHECK LLAVE DE PASO NEPLOS HG-RR Los medidores de turbina deben colocarse verticales. Los medidores volumetricos pueden colocarse inclinados pero en todo caso en un lugar visible y accesible. de la pared del cerramiento o en el zaguan de la casa NOTAS: El medidor se colocará en lo posible en la cara interior 1/2" DIAMETRO 1/2" 1/2" 1/2" SIGNO A2 A5 A3 A1 LONG. CANT. 1 1 1 2 0.20 Tubería de la red PVC DESCRIPCION en la pared Tubería H>G Mampostería Medidor Caja del medidor empotrado Salida diametro de la tubería Entrada (diametro de la tuberia) Orificio d 15mm Adaptador plástico NIVEL DE TERRENO VALVULA DE BRONCE, COMPUERTA Y CUADRO ADAPTADOR HEMBRA PVC-HG NEPLO HG CODO 90° HG TUBO HG TUBO HG 0.30 0.20 1.50 TAPON HG (rosca interior) LONG. ENTRADA DESCRIPCION A DOMICILIO .35 0.30 A11 A3 0.20 hormigón simple Anclaje de A11 0.50 A13 Tuberia PVC A9 A14 A1 A6 Tubería polietileno Tramo curvado A13 Collarín 0.55 A5 A10 A11 A7 A10 A10 A8 A2 A10 A10 A11 Caja del medidor Variable A1 A9 A14 0.30 CORTE 0.15 \A1;0.10 VALVULA DE DESAGUE ACCESORIOS VALVULA DESAGUE ESCALA _____1:20 CODO 90 HG VALVULA DE COMPUERTA BRONCE NEPLO HG L= 0.15m ADAPTADOR HEMBRA PVC-HG D3 D4 D2 D1 U U U U SIGNO DESCRIPCION HORMIGON SIMPLE 6d12 Mc. 10 \A1;0.10 d110mm PVC-D \A1;0.70 1.00 11/2 " 50*11/2" 1.00 2.00 1.00 dmm CANTIDAD d50mm PVC-P DE LA RED 0.70 0.90 6d12 Mc. 12 5d12 Mc. 11 0.10 0.10 5d12 Mc. 15 CORTE A-A 6d12 Mc. 12 0.30 Ho Simple D2 D1 D3 D2 D4 d110mm PVC-D 6d12 Mc. 10 7d12 Mc. 16 5d12 Mc. 13 7d12 Mc.13 5d12 Mc. 11 ESCALA ____1:20 \A1;0.60 \A1;0.10 \A1;0.15 \A1;1.00 d50mm PVC-P DE LA RED VALVULA DE AIRE 1 0.20 DESCRIPCION LONG. TEE REDUCTORA PVC dVAR"x3/4" 1 CANT. d(Pulg) C1 SIGNO C3 C4 1 C2 3/4" NEPLO HG C2 d=50mm PVC-P C1 C4 0.20 1.00 C5 DESAGUE C4 A A d110mm PVC DESAGUE 0.60 PLANTA VALVULA DE AIRE ESC.______1:25 TUB. DISTRIBUCION d=50mm PVC-P TUB. DISTRIBUCION d110mm PVC LONG. ACCESORIOS VALVULA AIRE LISTA DE ACCESORIOS NEPLO HG R-R 0.15 1 TRAMO DE TUBO PVC-P 1.00 1 160mm C5 C5 11/2 " 11/2 " 3/4" 3/4" TAPA DE HF. TUBO DE d=6" C3 0.60 1.20 CORTE A-A VALVULA DE AIRE ESC.______1:25 RED 0.10 GREEN 0.20 CYAN 0.40 YELLOW 0.15 MAGENTA 0.20 WHITE 0.20 COLORES PROYECTO : DISEÑO: DIBUJO : CONTIENE : FECHA : LAMINA : INDICADAS ESCALA : APROBO: REVISO: 3 DE 3 SISTEMA REGIONAL DE AGUA POTABLE ESTUDIOS Y DISEÑOS DEFINITIVOS DEL ABRIL./2011 CONEXIONES DOMICILIARIAS Y DETALLES VARIOS ESCALA 1 : 100

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, DETAIL, distribution, DWG, fornecimento de água, individual, kläranlage, l'approvisionnement en eau, rush, storage, supply, system, tank, tanker, treatment plant, wasserversorgung, water