Water Distribution DWG Detail for AutoCAD

Water Distribution – Details

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

Consulting engineers, Hydrosan chile, cartoonist, archive, Plotting, edition, start, unity, scale, study, Xref nar, Xref grp, Xref rog, According to letter g.i., D.a.v. Jaja, cut, Projected by, engineering manager, Hydraulic engineering approval, project coordinator, reviser, flat, Total of plans, review, date, drawing, April, Of project, Water network, Galv steel tube., Projected, Projected, I cross the estuary, according detail, Pvc, Pvc, Pvc, Pvc, Galv steel tube., Projected, Cross channel, according detail, Pvc, Pvc, Drinking water matrix, Pvc, Pvc, Pvc, Pvc, Projected, Pvc, Pipe extte., Which is extracted, Existing plug, Pvc short tube, Pvc, Pvc, Pvc, Pvc, Projected, Pvc short tube, Pvc, Pvc short tube, Pvc, Pvc, Pvc, I walk the serene, Road interior plots, settlement, San Rafael, Bread of sugar, Road ovalle, Inner road, Access plots, Location sketch, Through-pipe galvanized steel, Channel projected tubing corrugated steel l: m. E: mm. Mm., Mts., Role prop. Luis gallardo, Street, lot, Mts., Street, Mts., lot, Street, green area, Street, equipment, Mts., Street, lot, Street, Mts., lot, lot, Existing bondage, Mts., Esc., Potable water plant loteo, Pvc mm. M., Pipe extte. Pvc d: mm., Pvc mm. M., Sheet index, Symbology, Existing p.v.c., Low voltage electric pole, Recognition well, reference point, Projected plug, Projected pipe, Projected drainage, Existing plug, Projected valve, date, reviser, observations, Revisions, Pvc, material, Galv steel, Plumbing box, Through, net, designation, supply, length, diameter, install, total, weight, Kg., unitary, total, Kg., Abstract special pieces, Total weight, Gibault unions, steel, Fe.fdo. Without mechanism, Fe.fdo. With mechanism, Pvc, adapter, Special parts matrix matrix, Couplet rep., Unit weight, Total weight, Total pieces, Kg., Pvc, Curves, plug, Special parts without mechanism, reduction, tube, Unions, tee, Machones, anchorage, faith. Fdo., flange, Short tube, Joints, flange, thread, Anger, Anger, reduction, Anger, tee, Valve chambers type, Of horm support. Kg., Pvc matrix, scale, Valve chamber according to type plane of the, scale, cut, Home start-up parts box, bronze, copper, Ac.galv, bronze, bronze, Faith faith, A.p., terminal, Vinyl tubing, pipe, clamp, Garden wrench, elbow, Stopcock, elbow, Cementing elbow, Cement terminal he, Necklace bracelet, Starter clamp, Cant, designation, material, living place, Limete ext. property, Vibrated cement, Meter niche, of rubber, unscaled, Oak, Concrete type, Packing, Home water supply scheme, In polyvinyl chloride copper, According to type plan of e.m.o.s., Pvc matrix, Total weight, Astm pipe, Ac. Galv., Cutting valve, American union, terminal, Nipple nut, Flange hi, Reducer couplet, faith. Fdo., Ac. Galv., faith. Fdo., Ac. Galv., Box of special parts camara valve type, piece, description, material, diameter, quantity, unitary, weight, total, flange, Joints, Anger, Machones, support for, special pieces, Valve type future connection., Valve chamber d: mm., Plug extte. extract, Horm., Anchor machon, Detail, Sec. Type plane, of the, Valve chamber, Concrete kg:, Radar protection, galvanized, Steel pipe, Horm. Kg., Support machon, unscaled, Drain proy., Drainage type, diameter, Flange, adapter, gate valve, denomination, American union, Short tube, Nipple nut, Short tube, tee, quantity, thread, In the trench, Matrix installation detail, Under street, Of its smaller size, unscaled, The retentive in the mesh, of thickness, matrix, Uniform layers without stones, From the trench, Nor greater elements of, Compact filling in, variable, Compacted by layers not older, Bed of granular material, with the, Hand stuffing with material, Gravel sand, Level of natural terrain, Steel pipe, Support machon, Horm. Kg., Valve chamber, of the, Sec. Type plane, galvanized, Radar protection, Concrete kg:, unscaled, Pieces in camera type, quantity, tee, Elbow skate, Nipple nut, Short tube, American union, denomination, gate valve, adapter, Flange, diameter, Valve, galvanized, Steel pipe, galvanized, Steel plug, Tapon ac. Galv., Pvc mm. M., Pvc, net, Future connection, Total weight, Total weight, total, total, Mled

Raw text data extracted from CAD file:

INGENIEROS CONSULTORES HIDROSAN CHILE DIBUJANTE ARCHIVO PLOTEO EDICION INICIO UNIDAD 1189x841mm A A0 ESCALA ESTUDIO B 1 2 C D F E G H 1 2 3 4 5 6 7 8 9 10 11 3 4 5 6 7 8 9 10 11 12 A B C D F E G 12 H 00 Xref NAR Xref GRP Xref ROG 01/03/99 B SEGUN CARTA G.I. Nº80 D.A.V. - J.R.A 00 - 5 m 13,5 13,5 13,5 6.70m 7.00m 13,5 00 .. 0000 0 ---- 1:0000 CORTE 0 --- 0 --- 00 \A1;0.56 \A1;1.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;. \A1;0.10 \A1;VARIABLE \A1;0.4 Proyectado por : GERENTE DE INGENIERIA APROBACION DIRECCION DE OBRAS HIDRAULICAS COORDINADOR DE PROYECTO REVISOR 1 de 1 Plano N° N° Total de planos B Revision 1 Fecha Dibujo ABRIL 2002 N° DE PROYECTO 3.- PLANTA RED AGUA POTABLE D=75mm D=75mm TUBO DE ACERO GALV. D=75mm PROYECTADO D=2 1/2" L=8.00 PROYECTADO PROYECTADO ATRAVIESO ESTERO SEGUN DETALLE 14 PVC C-6 D=63mm 63 63 D=63mm PVC C-6 15 PVC C-6 75 75 PVC C-6 D=75mm D=75mm TUBO DE ACERO GALV. D=2 1/2" L=4.00 PROYECTADO ATRAVIESO CANAL SEGUN DETALLE PVC C-6 75 75 63 PVC C-6 D=63mm 63 22.5° MATRIZ DE AGUA POTABLE D=75.mm PVC C-6 3 2 1 PVC C-10 D=110mm PVC C-6 D=63.mm PVC C-6 63 PVC C-6 5 6 63 PROYECTADO PVC C-6 D=63mm 63 75 8 7 10 9 D=75mm. L=0.50m. 110 CAÑERIA EXTTE. QUE SE EXTRAE TAPON EXISTENTE 75 110 TUBO CORTO PVC C-6 75 75 75 D=75mm PVC C-6 D=75mm PVC C-6 PVC C-6 D=75.mm 75 PVC C-6 D=63.mm 4 D=75mm. L=0.50m. PVC C-6 D=63mm PROYECTADO 22,5° D=75mm. L=0.50m. TUBO CORTO PVC C-6 63 D=63mm PVC C-6 13 12 11 TUBO CORTO PVC C-6 TUBO CORTO PVC C-6 D=75mm. L=0.50m. PVC C-6 D=75mm PVC C-6 D=63mm 75 75 75 75 63 PVC C-6 75 D=75mm 63 75 E S T E R O CAMINO A LA SERENA CAMINO INTERIOR PARCELAS ASENTAMIENTO SAN RAFAEL PAN DE AZUCAR CAMINO A OVALLE CAMINO INTERIOR ACCESO PARCELAS CROQUIS DE UBICACION Atravieso de Tuberia Acero Galvanizado i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i = 2% i = 2% i = 2% i = 2% i = 2% i = 2% i = 2% i = 2% i = 2% CT=91.00 CR=90.91 CT=89.85 CR=90.45 CT=90.71 CR=90.71 CT=90.30 CR=90.96 CT=89.39 CR=91.10 CT=89.80 CR=91.23 CT=91.00 CR=91.43 CT=91.76 CR=91.76 CT=92.04 CR=92.04 CT=91.98 CR=92.14 CT=91.99 CR=91.99 CT=91.71 CR=91.71 Canal Proyectado Tuberia Acero Corrugado L: 79.70 m. e: 2,0 mm. f:800 mm. i = 2% i = 2% i = 2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=2% i=7.53% L=10.00 i=7.53% L=10.00 i=7.53% L=10.00 CT=95.47 CR=95.47 CT=94.52 CR=94.52 CT=89.16 CR=90.46 CT=90.16 CR=90.56 CT=89.55 CR=90.00 FC MC PC CT=92.11 CR=92.11 i=7.50% L=10.00 i=4.55% L=10.00 CT=94.07 CR=94.07 CT=93.61 CR=93.47 CT=92.88 CR=92.60 i=4.75% L=20.00 i=7.45% L=17.40 CT=99.22 CR=99.22 CT=97.54 CR=97.72 CT=98.13 CR=98.47 i=7.53% L=10.00 FC 5 m i=0.5% L=7.00 CT=89.00 CR=89.34 CT=90.87 CR=90.87 CT=89.63 CR=89.95 FC MC PC i=0.5% L=10 i=12.4% L=10 i=12.00% L=20 CT=94.05 CR=93.89 PC CV FC i=0.5% L=97.73 CT=97.73 CR=97.73 CT=97.35 CR=97.27 CT=97.95 CR=97.77 CT=98.16 CR=98.12 CT=98.22 CR=97.98 CT=98.41 CR=97.90 i=0.5% L=15 FC CV PC i=4.37% L=25.60 i=5.68% L=20.00 i=4.55% L=8.30 i=0.5% L=10.20 i=4.68% L=25.00 i=7% L=20.20 i=3.62% L=9.60 i=0.5% L=19.20 PC CV FC i=0.93% L=8 i=0.14% L=13 i=0.14% L=15.1 i=0.14% L=10 i=2.85% L=29.60 i=1.18% L=20 i=4.48% L=20.00 i=1.98% L=20 i=1.65% L=20 i=2.52% L=20 i=5.34% L=17 i=9.56% L=25 i=7.42% L=17.60 i=0.5% L=28 i=3.78% L=20 i=8.34% L=24.5 i=0.93% L=18.5 i=0.5% L=10 i=0.5% L=14.6 i=0.31% L=16 i=1.17% L=15 CT=96.46 CR=96.46 CT=96.13 CR=96.13 CT=95.73 CR=95.73 CT=94.84 CR=94.84 CT=94.48 CR=94.48 CT=93.91 CR=93.91 CT=89.29 CR=89.29 CT=90.20 CR=90.20 CT=92.59 CR=92.59 CT=94.60 CR=94.88 CT=94.74 CR=94.74 CT=95.91 CR=95.91 CT=97.32 CR=97.32 CT=98.03 CR=97.77 CT=94.88 CR=94.51 CT=95.75 CR=95.75 CT=96.89 CR=96.89 CT=97.85 CR=97.62 CT=95.51 CR=96.18 CT=97.62 CR=97.38 CT=98.11 CR=98.05 CT=97.88 CR=97.88 CT=98.00 CR=97.86 CT=98.02 CR=97.83 CT=98.06 CR=97.82 CT=98.28 CR=97.87 CT=98.31 CR=97.97 CT=98.05 CR=98.05 99 98.50 98 97.50 97 96.00 94.50 95.50 96.50 B 99.50 100 101 1 2 3 4 5 35.00 Mz 5 C - B 135.53 mts. 95 101 CT=100.45 CR=100.07 100 6 7 8 99.50 99 98.50 98 CT=96.96 CR=96.96 97.50 C ROL 915 - 0092 PROP. LUIS GALLARDO CALLE 5 93 92.45 92 91.50 91 1 2 3 4 13 15 14 12 5 11 16 LOTE 32 93.50 94 89.50 89 88 87.50 87 88.50 90 90.50 87 87.50 88 88.50 A - B 352.74 mts. 5 Mz 4 6 7 96.50 8 13 11 12 10 C a n a l E x i s t e n t e 9 CALLE 7 10 9 8 6 7 4 5 3 95.50 94 94.50 95 93.50 93 92 92.50 2 1 91 91.50 90 90.50 89.50 88.50 89 89.50 89.50 CT=92.15 CR=91.60 D - C 212.98 mts. LOTE 41 CALLE 6 96 E S T E R O AREA VERDE CT=88.20 CR=88.39 CT=88.33 CR=88.99 CT=88.33 CR=88.33 88.50 89 90 90.50 91 89.50 CALLE 4 92 93 92.50 94 93.50 D 91.50 EQUIPAMIENTO 97.00 5 95 94.50 95.50 E - D 70.99 mts. CALLE 4 5 96 E 96.50 89.50 90 90.50 LOTE 30 91.50 91 11 Mz 2 92 93 93.50 92.50 2 1 94 95 94.50 96 96.50 95.50 97 3 4 10 9 8 5 5 6 7 1 CALLE 1 CALLE 3 CALLE 2 98 98.5 99 99.50 1 A 2 4 3 6.70m 5 6 F - A 167.80 mts. 7 Mz 1 8 9 LOTE 21 97.5 6 7 8 Mz 3 97.50 97 <>.00m 2 3 4 CT=98.10 CR=98.10 5 98 98.50 LOTE 20 99 SERVIDUMBRE EXISTENTE CT=98.27 CR=98.27 F - E 132.31 mts. 10 11 12 99.50 F 89 ESC. 1 : 500 PLANTA DE AGUA POTABLE LOTEO PVC C-6 D= 63 mm. L= 61.50 m. PVC C-6 D= 63 mm. L= 74.0 m. Cañería Extte. PVC C-10 D: 110 mm. PVC C-6 D= 63 mm. L= 121.80 m. PVC C-6 D= 63 mm. L=81.50 m. PVC C-6 D= 75 mm. L=60.40 m. PVC C-6 D= 75 mm. L= 22.50 m. 1 2 4 3 6 5 7 8 9 10 13 12 11 15 Indice de laminas : Simbologia : CAÑERIA EXISTENTE P.V.C. POSTE ELECTRICO BAJA TENSION POZO DE RECONOCIMIENTO PUNTO DE REFERENCIA (PR) TAPON PROYECTADO CAÑERIA PROYECTADA DESAGUE PROYECTADO TAPON EXISTENTE VALVULA PROYECTADA D FECHA N° REVISOR OBSERVACIONES REVISIONES PVC C-6 MATERIAL ACERO GALV CUADRO DE CAÑERIAS ATRAVIESOS RED DESIGNACION SUMINISTRAR LONGITUD (m) 63 2 1/2" 707 12 DIAMETRO (mm) A INSTALAR 0.562 732 12 6.80 TOTAL 411.38 81.60 649.24 PESO A Kg. UNITARIO TOTAL Kg. RESUMEN PIEZAS ESPECIALES PESO TOTAL UNIONES GIBAULT ACERO Fe.Fdo. SIN MECANISMO Fe.Fdo. CON MECANISMO PVC kg kg kg kg : 85.38 : : 13.80 224.0 kg kg : : : 77.81 36 11.01 ADAPTADOR D=75mm B-A CUADRO DE PIEZAS ESPECIALES MATRIZ D=110mm COPLA REP. 9 PESO UNITARIO PESO TOTAL TOTAL PIEZAS 0 0.4 Kg. Kg. 12 13 10 11 14 15 1 2 0.68 0.34 0.68 0.34 6 0.25 1.50 0 0 0.62 4 5 3 2 7 6 8 U N O D 1 Nº D=63 A-A 11.25° 1 1 PVC 22.5° A-A CURVAS 22.5° A-A D=63 D=75 TAPON A 90° A-A D=63 D=63 0.40 2.80 6 2.28 0.38 1 1.10 1.10 1 7 0.54 0.54 1 0.80 0.80 4 1.20 4.80 2.56 0 0 PIEZAS ESPECIALES SIN MECANISMO REDUCCION A-A A-A D=75x63 TUBO A C-6 UNIONES G D=50 TEE A-A-A D=75x75 MACHONES ANCLAJE 3.70 14.80 4 9.60 2.4 4 19.28 0 0 Fe. Fdo. BRIDA D=2" Hi TUBO CORTO B-B D=50 L=1.00m 6 1 3 37 4 4 6 1 1 4 17 13 4 3 2 2 1 1 1 1 1 1 1 1 1 5 3 U S A M 1 3 1 2 1 1 1 1 1 1 1 1 1 JUNTURAS BRIDA D=50 1 HILO ANGER D=50 D=63 1 1 1 1 1 1 1 1 1 1 1 1 D=75 ANGER 1 1 1 D=75 L=0.50m. 1 REDUCCION A-A D=110x75 ANGER D=110 2 TEE A-A-A D=63x63 1 3 2 2 2 2 2 2 2 2 1 1 1 1 2 2 2 2 2 2 5 5 5 CAMARAS DE VALVULA TIPO 1 5 \A1;MACHON DE APOYO HORM. 170 Kg. cem./m3 MATRIZ PVC C-6 D=75mm. C ESCALA 1 : 25 5 5 5 5 CAMARA DE VALVULA SEGUN PLANO TIPO HAe-2 DEL EX-SENDOS Lint.=1.20m. C ESCALA 1 : 25 CORTE 5 CUADRO DE PIEZAS ARRANQUE DOMICILIARIO 1 1 - 4 - 1 1 2 5 1 4 1 1 - 13 20 20 - 13 13 13 13 20 20 13 - Bronce Bronce P . V . C Cobre L Ac.Galv Bronce Bronce Bronce Bronce P . V . C P . V . C Bronce Fe.Fdo MEDIDOR A.P. TERMINAL Hi-S TUBERIA VINILIT TIPO-C CLASE-16 CAÑERIA ABRAZADERA LLAVE DE JARDIN He CODO S-S LLAVE DE PASO S-S CODO Hi-S CODO A CEMENTAR TERMINAL A CEMENTAR HE LLAVE DE COLLAR He-Hi ABRAZADERA DE ARRANQUE 13 12 11 10 9 8 7 6 5 4 3 2 1 CANT. (mm) D. DESIGNACION . MATERIAL N° VIVIENDA 1.0 (max.) 0.65 (INT.) (max.) 1.0 LIMETE EXT. PROPIEDAD 0.65x0.70x0.24m (MEDIDAS INTERIORES) CEMENTO VIBRADO NICHO DE MEDIDOR 3 3 6 11 DE CAUCHO 0.35 0.20 1.05 8 9 12 SIN ESCALA 7 ROBLE 3x3 L=1.60m 6 13 5 5 10 11 5 5 3 5 9 10 9 HORMIGON TIPO A 3 EMPAQUETADURA 2 4 11 1 ESQUEMA INSTALACION DOMICILIARIA DE AGUA POTABLE EN POLICLORURO DE VINILO (PVC) Y COBRE ( segun plano tipo 361 - 01A de E.M.O.S. ) MATRIZ PVC C-6 D=75mm. MATRIZ PVC C-6 D=75mm. MATRIZ PVC C-6 D=75mm. 24 2 PESO TOTAL ( Kg.) CAÑERIA ASTM A-53 TV Ac. Galv. 2 1/2" VALVULA DE CORTA B-B UNION AMERICANA TERMINAL B-A NIPLE TUERCA He-He FLANGE Hi COPLA REDUCTOR Hi-Hi 7 6 5 3 2 1 2 1/2" x 3" Fe. Fdo. Ac. Galv. Fe. Fdo. Ac. Galv. Ac. Galv. Ac. Galv. 75 2 1/2" 63 2 1 1 2 1/2" 2 1/2" 2 3 4 2 11.29 22.58 4.05 41.76 4.05 4.00 10.44 1.10 8.00 3.30 CUADRO DE PIEZAS ESPECIALES CAMARA VALVULA TIPO 1 Nº PIEZA DESCRIPCION MATERIAL (mm.) DIAMETRO CANTIDAD UNITARIO PESO (Kg.) TOTAL BRIDA JUNTURAS ANGER MACHONES APOYO PIEZAS ESPECIALES Camara de Valvula Tipo 2 (s/detalle) conexión futura. Camara de Valvula D: 63 mm. Tapon Extte. a extraer 0.30x0.30x0.30xm HORM. 255Kg cem/m3 MACHON DE ANCLAJE DETALLE DESAGUE TIPO 6 (L int=1.20m) SEG. PLANO TIPO H.A.e-2 DEL EX-SENDOS CAMARA PARA VALVULA 1 e=8cm HORMIGON 170 Kg: cem/m3 RADIER DE PROTECCION GALVANIZADO D=2" CAÑERIA DE ACERO HORM. 170 Kg. cem/m3 MACHON DE APOYO 4 SIN ESCALA 2 3 5 Desague Proy. s/detalle \A1;Hmin=0.60m PIEZAS EN DESAGUE TIPO 1 2" 50mm 50x63mm DIAMETRO FLANGE (Hi) ADAPTADOR (B-A) VALVULA DE COMPUERTA B-B DENOMINACION 2" 2" 2" UNION AMERICANA TUBO CORTO L=1.0m (B-B) NIPLE TUERCA (He-He) N° 3 2 1 6 5 4 TUBO CORTO L=2.5m (B-B) 7 2" TEE A-A-A 8 75/63 7 CANTIDAD 1 1 2 1 1 1 1 1 8 0000 1 2 3 5 2 7 3 6 2 5 1 3 1 3 5 2 2 2 7 3 6 2 1 3 5 TV TV TV TV 2 2 2 1 HILO 1 2 4 1 1 0 EN LA ZANJA DETALLE DE INSTALACION DE MATRIZ h min=1.30 bajo franja vial . 5 DE SU TAMAÑO MENOR A 1/2" SIN ESCALA D+0.60 Y EL 95% RETENIBLE EN LA MALLA N°4 A 0.10cm DE ESPESOR MATRIZ DN=63-75mm CAPAS UNIFORMES SIN PIEDRAS FINO PROCEDENTE DE LA ZANJA NI ELEMENTOS MAYORES DE 2" RELLENO COMPACTO EN VARIABLE 0.4 COMPACTADA POR CAPAS NO MAYORES CAMA DE MATERIAL GRANULAR (ARENA O GRAVILLA) CON EL 100% RELLENO A MANO CON MATERIAL (T.MAX. 1/2") ARENA O GRAVILLA Nivel de Terreno natural CAÑERIA DE ACERO MACHON DE APOYO HORM. 170 Kg. cem/m3 CAMARA PARA VALVULA H.A.e-2 DEL EX-SENDOS (L int=2.00m) SEG. PLANO TIPO GALVANIZADO D=2" 8 5 3 2 4 RADIER DE PROTECCION e=8cm HORMIGON 170 Kg: cem/m3 1 6 \A1;Hmin=0.60m SIN ESCALA PIEZAS EN CAMARA TIPO 2 1 1 1 1 1 2 1 1 CANTIDAD 75/63 8 TEE A-A-A 2" 7 CODO PATIN B-B 4 5 6 1 2 3 N° NIPLE TUERCA (He-He) TUBO CORTO L=1.0m (B-B) UNION AMERICANA 2" 2" 2" DENOMINACION VALVULA DE COMPUERTA B-B ADAPTADOR (B-A) FLANGE (Hi) DIAMETRO 50x63mm 50mm 2" 7 9 DETALLE CAMARA VALVULA TIPO 2 GALVANIZADO D=2" CAÑERIA DE ACERO GALVANIZADO D=2" TAPON DE ACERO 1 2" TAPON AC. GALV. 8 14 PVC C-6 D= 75 mm. L= 9.50 m. PVC C-6 D= 75 mm. L= 69.0 m. PVC C-6 D= 75 mm. L= 27.0 m. PVC C-6 D= 75 mm. L= 6.0 m. PVC C-6 D= 63 mm. L=73.50 m. PVC C-6 D= 63 mm. L= 125.50 m. PVC C-6 D= 63 mm. L= 122.60 m. PVC C-6 D= 63 mm. L=46.70 m. PVC C-6 195 75 156.26 204 0.766 RED CONEXION FUTURA 3.10 30.0 30.0 6.20 115.89 PESO TOTAL 4.00 17.0 10.9 0.80 3.15 19.2 9.00 1.06 7.30 PESO TOTAL 4.00 17.0 10.9 0.80 3.15 19.2 48.0 1.06 TOTAL 104.11 72.41 TOTAL 39.6 Mled

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, supply, treatment plant, wasserversorgung, water