Water Reservoir DWG Section for AutoCAD

Capacity 30 m3 – Plant – Sections – Technical specifications

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

Billboard projection, steps, plant, Armor scheme of the bottom slab, scale:, mailbox, air duct, Ceiling detail, scale:, Reservoir, January, Indicated, date:, scale:, drawing:, sheet:, Drinking water pucuto, draft:, flat:, Waterproofing plaster sika mortar sika plnchado with pure cement sika, Mortar for bottom slope, Sole, Max water level, handle, Max water level, Armor detail, scale:, valve, layette, Ventilation tube with grid, Valavula, layette, Overflow cone, elbow, Specifications, Fy, Fc, Overlap, Cut elevation, scale:, Reservoir of, scale:, network, Isometric diagram, The general network, drain, Water intake, Niple valve fittings in reservoir stand, Clature, quantity, description, Elbow pvc nipple pvc valve overflow cone pvc nipple union elbow valve tee pvc elbow water outlet basket union pvc nipple pvc, Overflow cone, clamp, Foncodes, presidency of the Republic, Pucuto, Hvca., Acoria, district:, province:, location:, Department:, Hvca., region:, designer:, reviewed:, Comes from capture, Concrete cover, Eyelet to lift the lid, angle of, concrete, Bell screw connection, gate valve, Tee pvc, Pvc stopper, Union, Pvc transition, Nipple, Concert ticket, Nipple, Screw cap, concrete, Box for valves of purga in line of conduction networks, scale:, plant, steps, Billboard projection, Comes from capture, Valavula, network, Valavula, elbow, layette, Overflow cone, scale:, Reservoir of, scale:, Armor scheme of the bottom slab, scale:, air duct, Ceiling detail, mailbox, scale:, Mortar for bottom slope, Waterproofing plaster sika mortar sika plnchado with pure cement sika, handle, Sole, Max water level, Armor detail, scale:, Cut elevation, valve, clamp, layette, Overflow cone, Max water level, scale:, Ventilation tube with grid, may., design, Reservoir, reviewed, Ing. Y. Y. P. V., date, indicated, scale, Huayllamayo paucartambo, flat, Cad drawing, draft, owner, Location, sheet

Raw text data extracted from CAD file:

2.50 0.20 0.10 0.10 0.10 0.20 0.10 0.10 0.10 3.50 2.50 0.20 .10 .10 .10 0.20 .10 .10 .10 3.50 0.30 0.15 0.20 2.90 0.20 0.20 3.10 3.10 3.10 0.60 0.60 0.60 0.50 0.50 0.50 0.50 0.60 0.30 0.20 0.20 0.20 0.20 0.20 0.20 0.60 0.30 2.25 0.20 0.20 0.10 0.20 0.15 2.45 0.10 .12 2.10 0.20 3.10 .10 .10 1.10 0.75 0.15 0.05 0.05 0.95 4.40 2.45 0.10 0.20 0.15 2.90 0.90 0.15 0.15 1.20 0.15 0.30 0.30 0.60 0.15 2.10 0.15 0.20 0.15 0.20 0.10 2.90 0.10 0.10 0.10 0.30 0.10 0.10 0.70 1.00 0.20 0.05 0.40 0.05 0.05 0.50 0.30 0.40 3.50 0.25 0.10 0.10 0.10 0.25 0.10 0.10 0.10 4.60 4.60 3.50 .10 .10 .10 0.25 .10 .10 .10 0.25 0.30 0.15 0.90 0.15 0.15 1.20 0.20 4.00 0.20 0.20 4.20 4.20 4.20 0.60 0.60 0.60 0.50 0.50 0.50 0.50 0.60 0.30 0.20 0.20 0.20 0.20 0.20 0.20 1.00 2.50 0.25 0.20 0.10 0.20 0.15 2.45 0.10 .12 2.90 0.20 0.15 0.10 2.90 2.50 0.25 4.20 .10 .10 1.10 0.75 0.15 0.05 0.05 0.95 5.50 2.45 0.10 0.20 0.15 2.90 0.15 0.30 0.30 0.15 0.25 3.25 0.25 0.15 1.00 0.25 3.50 0.25 A A 5 5 5 5 5 5 5 5 5 5 5 5 .10 .10 .10 5 .10 .10 .10 5 PROYECCION DE BUZON DE 0.60 x 0.60 5 5 S = 1% PELDAÑOS d 3/4″ @ 0.30 PLANTA 5 5 5 d 3/8″ @ 0.20 5 5 d 3/8″ @ 0.20 ESQUEMA DE ARMADURA DE LA LOSA DE FONDO ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 BUZON 0.60 x0.60 2 d 1/2″ d 3/8″ @0.25 d 3/8″ @0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @0.25 d 3/8″ @0.25 d 3/8″ @0.25 d 3/8″ @0.25 2 d 1/2″ TUBO DE VENTILACION 5 DETALLE – ARAMADURA DE TECHO ESCALA: 1/25 RESERVORIO – 13 m3 ENERO -00 INDICADA YACHAY-CAD FECHA: ESCALA: DIBUJO: LAMINA: R-1 AGUA POTABLE PUCUTO PROYECTO: PLANO: d 1/2″ @ 0.20 5 5 5 d 1/2″ @ 0.20 5 5 5 5 d 3/8″ @ 0.25 5 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.125 d 3/8″ @ 0.20 d 1/2″ @ 0.20 d 3/8″ @ 0.20 d 1/2″ @ 0.20 ENLUCIDO IMPERMEABILIZANTE 1:2 Sika N° 1 (1cm) mortero 1:1 Sika N° 1 (8mm.) plnchado con cemento puro Sika N° 1 ( 2 mm.) MORTERO 1:5 para dar pendiente de fondo S = 1% 2.25 5 d 3/8″ @ 0.20 d 3/8″ @ 0.20 SOLADO 1:4:8 d 3/8″ @ 0.20 d 3/8″ @ 0.20 5 5 5 5 2.45 5 NIVEL MAX DE AGUA .12 ASA d 1/4″ d 3/8″ @ .15 d 1/4″ @ .15 d 3/8″ @ .15 5 S = 1% 5 NIVEL MAX DE AGUA 5 .10 .10 5 5 5 5 5 5 5 2.45 5 5 5 2.90 5 5 5 5 5 DETALLE DE ARMADURA ESCALA: 1/25 ESCALA: 1/25 d 2″ d 1 1/2″ d 1 1/2″ VALVULA d 1 1/2″ Canastilla Tubo de ventilacion d 3″ con rejilla d 1 1/2″ d 1 1/2″ VALAVULA d 2″ VALAVULA d 1 1/2″ VALAVULA d 1 1/2″ Canastilla Cono de rebose Codo ESPECIFICACIONES F’y = 4,200 Kg/cm2 F’c = 210 Kg/cm2 TRASLAPE d 3/8″ 0.40 m. d 1/2″ 0.40 m. ELEVACION – CORTE A-A ESCALA: 1/25 RESERVORIO DE 13 m3 ESCALA: 1/25 A LA RED d 2″ d 2″ DIAGRAMA ISOMETRICO A la Red General Desague 7 11 10 3 12 2 13 2 13 13 13 8 6 2 1 1 3 1 2 9 2 Ingreso de Agua 1.- 2.- 3.- 4.- 5.- 6.- 7.- 8.- 9.- 10.- 11.- 12.- 13.- NIPLE Y ACCESORIOS DE VALVULAS EN CASETA DE RESERVORIO NOMEN- CLATURA CANTIDAD DESCRIPCION Codo PVC d 2″ x 90° Niple PVC %% 2″ x 0.80 Válvula d 2″ Cono de rebose PVC 4″ x 3″ Unión de F°G° d 3″ Niple F°G° d 3″ x 0.80 Codo F°G° d 3″ x 90° VALVULA d 3″ Tee PVC d 3″ x 3″ Unión de F°G° d 2″ Canastilla de Salida de agua de 4″ x 3″ Codo PVC d 3″ x 90° Niple PVC d 3″ x 0.80 05 05 02 01 01 01 01 01 01 01 01 01 04 CONO DE REBOSE ABRAZADERA FONCODES PRESIDENCIA DE LA REPUBLICA PUCUTO HVCA. ACORIA DISTRITO: PROVINCIA: LOCALIDAD: DEPARTAMENTO: HVCA. REGION: PROYECTISTA: REVISADO: VIENE DE CAPTACION d 1 1/2″ 5 5 5 5 2.10 5 5 5 5 5 2.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tapa de concreto Argolla para levantar la tapa Angulo de F° 2 x 2 1/8″ Concreto 1:3:6 Unión de rosca y campana Valvula Compuerta Tee PVC 3″ a 2″ ó 2″ a 2″ Tapón PVC 3″ a 2″ Union F° G° Transición de F°G° ó PVC Niple F°G° 2″ x 0.90 0.30 5 DADO DE CONCERTO Niple 2″ x 4″ Tapón roscado de F°G° d 2″ Concreto 1:4:8 CAJA PARA VALVULAS DE PURGA EN LINEA DE CONDUCCION Y REDES ESCALA: 1/10 5 5 PLANTA PELDAÑOS d 3/4″ @ 0.30 PROYECCION DE BUZON DE 0.60 x 0.60 5 5 5 VIENE DE CAPTACION VALAVULA d 2″ A LA RED 5 5 5 A VALAVULA d 2″ VALAVULA d 3″ d 2″ 5 .10 .10 .10 Codo Canastilla d 2″ Cono de rebose ESCALA: 1/25 5 5 5 5 5 5 .10 .10 .10 5 S = 1% A RESERVORIO DE 30 m3 5 5 5 ESCALA: 1/25 5 ESQUEMA DE ARMADURA DE LA LOSA DE FONDO 5 5 d 3/8″ @ 0.20 5 5 d 3/8″ @ 0.20 ESCALA: 1/25 5 TUBO DE VENTILACION 5 5 DETALLE – ARAMADURA DE TECHO d 3/8″ @0.25 BUZON 0.60 x0.60 5 5 5 5 5 5 5 d 3/8″ @0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @0.25 2 d 1/2″ d 3/8″ @0.25 d 3/8″ @0.25 2 d 1/2″ ESCALA: 1/25 d 3/8″ @0.25 5 5 2.90 5 2.45 5 d 3/8″ @ 0.20 MORTERO 1:5 para dar pendiente de fondo ENLUCIDO IMPERMEABILIZANTE 1:2 Sika N° 1 (1cm) mortero 1:1 Sika N° 1 (8mm.) plnchado con cemento puro Sika N° 1 ( 2 mm.) d 1/4″ @ .15 d 3/8″ @ .15 d 1/2″ @ 0.20 ASA d 1/4″ 5 5 SOLADO 1:4:8 d 3/8″ @ .15 .12 d 3/8″ @ 0.20 d 1/2″ @ 0.20 5 5 d 3/8″ @ 0.20 S = 1% 5 5 d 3/8″ @ 0.20 d 1/2″ @ 0.20 d 1/2″ @ 0.20 NIVEL MAX DE AGUA d 3/8″ @ 0.25 5 5 5 5 d 3/8″ @ 0.20 d 3/8″ @ 0.25 5 d 3/8″ @ 0.20 d 3/8″ @ 0.125 5 5 d 3/8″ @ 0.25 5 5 5 DETALLE DE ARMADURA ESCALA: 1/25 5 ELEVACION – CORTE A-A 5 5 S = 1% 5 5 5 5 d 3″ 5 d 3″ d 2″ d 2″ 5 5 5 VALVULA d 1 1/2″ d 2″ d 3″ ABRAZADERA Canastilla CONO DE REBOSE 5 5 NIVEL MAX DE AGUA 5 2.90 2.45 ESCALA: 1/25 5 5 .10 5 .10 Tubo de ventilacion d 3″ con rejilla 5 5 5 5 5 5 5 5 R-01 MAY. – 2004 DISEÑO RESERVORIO 30.00 m3 REVISADO ING. Y. Y. P. V. FECHA INDICADO ESCALA HUAYLLAMAYO – PAUCARTAMBO PLANO DIBUJO – CAD PROYECTO PROPIETARIO UBICACION LAMINA 1 1 4