Cistern And Tank High Of School DWG Block for AutoCAD

Cistern And Tank High Of School DWG Block for AutoCAD

Cistern and tank high of Primary and Secondary School – Tucume

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

Done on site, Concrete shelving, Sef, draft:, flat:, District municipality of tucume, flat:, scale:, date:, Location:, Region: lambayeque, Province: lambayeque, Indicated, District: tucume, Of primary education services in the i.e. Jose a Quiñones tucume district of tucume lambayeque, Primary: high architecture, Floor elevation sections detail, Details, draft:, flat:, District municipality of tucume, flat:, scale:, date:, Location:, Indicated, Of primary education services in the i.e. Jose a Quiñones tucume district of tucume lambayeque, Primary: tank structures high tank, Region: lambayeque, Province: lambayeque, District: tucume, beam, Vol., draft:, flat:, District municipality of tucume, flat:, scale:, date:, Location:, Region: lambayeque, District: tucume, Expansion of primary education services in the i.e. Our lady of the district of tucume lambayeque, description:, Locality: tucume, sanitation, living room, anchorage, cut, scale, Hinges, Laf iron, angle, Angle frame, scale, House door, hits, lock, Heavy plate, latch, Welded, hinge, latch, hinge, Welded, padlock, Holes for, Platinum, Portacandado ear, top, Perimeter, angle, Angle welded ear, Ear welded cap, Perimeter, padlock, Hole for, Paint according to specifications, Lubricated with grease, Paint according to specifications, both faces, Aluminium tube, Aluminum elbow, Bar anchor, cat stair, Apologetic, Put additive, Break water, Technical specifications, Concrete, Tank bottom slab, Slab beams castle columns, Tank walls high tank, Fc, steel:, Coatings, Foundation, Contact with, Beams columns, Use portland cement type i., High tank tank slabs, Fc, Overlaps, All surfaces in contact with water shall be coated with, With waterproofing mortar, diameter, Of stirrup, Resistance of the terrain:, The concrete tank cover of the raised tank tank shall be of the, Same concrete quality of the roof slabs., All surfaces of beams columns will have finished face., cut, Temp., Lightened detail, elevated tank, Control detail, of level, Elect., Platinum weld, Pipe pass, heavy, buoy, Clamp detail, scale, The inside diameter of each clamp, note:, Will be the measurement of the pipe., Self-tapping screws, Billet, Diameters according to pipe dimension, With placed ears, Clamp typical of, electronic, scale, Hydraulic installations, Hydraulic installations, Steel entrance area detail, Cistern steel detail, Detail tank steel elevated entrance area, High steel tank detail, section, section, Lightened roof, Spun yarns, Columneta, Detail steel in partitions, Tarragated wall, interior Exterior, cut, cut, meeting, T.e, Tank of, Sole, Affirmed, sand, cut, Concrete with, Water-repellent additive, Lightened roof, dilatation, Board of, Removable ladder, Fºgº with parantes, Steps, Affirmed, Shed, Tank top plant, Upper tank plant, Seated pastry brick, In clay cake, Roof cover detail t.e., Detail cover another t.e., Tank trunk, Tank cap, section, Walls of, High tank, High tank, Tubes, Counterpumps, Security bar, tube, Tubes, Counterpumps, Security bar, tube, High tank, Control house, Low suction, Submersible pump, V door, V.check, Universal, rush, Go services, According to network, Adduction comes, Up drive, impulsion, Limp, Overflow, feeder, dilatation, Board of, Electric pumps, T.e, Sole, cut, Affirmed, Shed, Electric pumps, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, knot, Stirrups of, knot, Stirrups of, Area with, Stirrups of, Area with, Tank of, Sole, Affirmed, Shed, Electric pumps, Lightened roof, Universal union, Submersible, V door, V.check, Universal, rush, Go services, According to network, suction, reduction, clamp, Just stop, Closed open, Val., clamp, reduction, pass, Given from, concrete, clamp, your B., Electric pumps, impulsion, adduction, Max level, of level, Elect., Niv start, Niv stop, T.e, Breaks, Water, valve, Union, gate, universal, Check, valve, clamp, valve, Union, gate, universal, elbow, Welded bronze grid, Grid of, cleaning, Pvc, clamp, Of vent., hat, Pvc, Overflow, clamp, funnel, Sole, Affirmed, Shed, Electric pumps, Lightened roof, clamp, Max level, of level, Elect., Niv Arran

Raw text data extracted from CAD file:

NIV± HECHA EN OBRA HECHA EN OBRA ESTANTERIA DE CONCRETO Sef \A1;.70 \A1;1.65 \A1;1 1/2" \A1;0.10 \A1;0.06 PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: REGIÓN: LAMBAYEQUE PROVINCIA: LAMBAYEQUE INDICADA DISTRITO: TUCUME \W0.58016; "MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA \W0.58016; Y SECUNDARIA EN LA I.E. 10233 " JOSE A. QUIÑONES \W0.58016; GONZALES”, TUCUME VIEJO, DISTRITO DE TUCUME - \W0.58016; LAMBAYEQUE - LAMBAYEQUE” A-19 PRIMARIA:ARQUITECTURA DE CISTERNA-TANQUE ELEVADO PLANTA - ELEVACIÓN - SECCIONES - DETALLES \A1;.25 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.05 \A1;.15 DETALLES PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: INDICADA \W0.58016; "MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA \W0.58016; Y SECUNDARIA EN LA I.E. 10233 " JOSE A. QUIÑONES \W0.58016; GONZALES”, TUCUME VIEJO, DISTRITO DE TUCUME - \W0.58016; LAMBAYEQUE - LAMBAYEQUE” E-19 PRIMARIA: ESTRUCTURAS TANQUE ELEVADO - CISTERNA REGIÓN: LAMBAYEQUE PROVINCIA: LAMBAYEQUE DISTRITO: TUCUME VIGA V-1 \A1;4" \A1;.03 \A1;.45 \A1;.05 Vol. 19m3 PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: \W2.71263; PROVINCIA Y REGIÓN: LAMBAYEQUE \W1.73850; DISTRITO: TUCUME 1/25 \W4.92893; "MEJORAMIENTO Y AMPLIACIÓN DE LOS SERVICIOS DE EDUCACION \W4.92893; PRIMARIA EN \W3.41401; LA I.E. 10226 " NUESTRA SEÑORA DE LA MERCED” DE TUCUME, DISTRITO \W3.41401; DE TUCUME - \W6.99810; LAMBAYEQUE - LAMBAYEQUE” DESCRIPCION: LOCALIDAD: TUCUME INSTALACIONES SANITARIAS \A1;.17 \A1;.35 \A1;.35 \A1;.08 \A1;.71 \A1;.32 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;2.50 \A1;2.70 \A1;.35 \A1;.25 \A1;.40 \A1;.25 \A1;1.35 \A1;.50 \A1;.10 \A1;1.95 \A1;.20 \A1;.10 \A1;.25 \A1;1.20 \A1;.55 \A1;2.60 \A1;.20 \A1;.40 \A1;.10 \A1;2.70 \A1;.17 \A1;.15 \A1;.70 \A1;.50 \A1;12.00 \A1;.15 \A1;2.60 \A1;1.90 \A1;.20 \A1;1.50 \A1;.90 \A1;.50 \A1;.25 \A1;.35 \A1;.35 \A1;.20 \A1;1.55 \A1;.20 \A1;1.90 \A1;2.70 \A1;2.70 \A1;2.70 \A1;.20 \A1;.10 \A1;.25 \A1;.25 \A1;2.40 \A1;.95 \A1;.075 \A1;.075 \A1;1.30 \A1;.18 \A1;15.45 \A1;1.90 \A1;2.10 \A1;.70 \A1;.20 \A1;.25 \A1;.25 5 \A1;0.05 \A1;.50 SALA SALA \A1;.50 \A1;.50 \A1;.25 \A1;1.90 \A1;.25 \A1;.20 \A1;2.60 \A1;.20 \A1;.48 \A1;.40 \A1;2.74 \A1;.40 \A1;.48 \A1;.20 \A1;.68 \A1;3.55 \A1;.68 \A1;4.10 \A1;4.50 \A1;4.90 \A1;.48 \A1;.40 \A1;.25 \A1;2.19 \A1;.25 \A1;.40 \A1;.48 \A1;.25 \A1;.25 \A1;1.35 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.35 \A1;.25 \A1;.25 \A1;4.50 \A1;2.40 \A1;.25 \A1;1.90 \A1;.25 \A1;4.50 \A1;.48 \A1;.15 \A1;2.40 \A1;.15 \A1;.85 \A1;.48 \A1;.20 \A1;.28 \A1;.40 \A1;2.30 \A1;.45 \A1;.40 \A1;.28 \A1;.20 \A1;.48 \A1;2.70 \A1;1.33 \A1;4.50 \A1;2.40 \A1;3.55 \A1;2.40 \A1;.15 \A1;.85 \A1;3.55 \A1;.40 \A1;2.15 \A1;.15 \A1;.40 \A1;.15 \A1;.50 \A1;.50 \A1;.50 \A1;.45 \A1;3.55 \A1;2.40 \A1;.15 \A1;2.10 \A1;.15 \A1;.25 \A1;1.90 \A1;.25 \A1;.15 \A1;2.40 \A1;.15 \A1;2.70 \A1;2.40 \A1;.15 \A1;2.10 \A1;.15 \A1;3.55 \A1;2.40 \A1;.90 \A1;.90 \A1;3.05 \A1;.50 \A1;2.40 \A1;.15 \A1;.85 \A1;3.55 \A1;.15 \A1;3.55 \A1;2.40 \A1;.25 \A1;1.90 \A1;.25 \A1;.50 \A1;.15 \A1;.40 \A1;2.15 \A1;.40 \A1;.45 \A1;.15 \A1;2.10 \A1;.15 \A1;.48 \A1;.48 \A1;.25 \A1;1.90 \A1;.25 \A1;.20 \A1;4.10 \A1;.20 \A1;4.50 \A1;.25 \A1;2.30 \A1;.10 \A1;2.70 \A1;.35 \A1;.15 \A1;.70 \A1;.50 \A1;12.00 \A1;.15 \A1;2.60 \A1;1.90 \A1;2.60 \A1;.25 \A1;.35 \A1;.35 \A1;.20 \A1;1.55 \A1;.20 \A1;2.70 \A1;2.70 \A1;2.70 \A1;16.25 \A1;.25 \A1;.25 \A1;.35 \A1;.35 \A1;.10 \A1;.50 \A1;1.60 \A1;.075 \A1;.95 \A1;.075 \A1;2.70 \A1;.40 \A1;.85 \A1;.15 \A1;.075 \A1;.60 \A1;.075 \A1;.15 \A1;.85 \A1;.40 \A1;1.45 \A1;.15 \A1;.50 \A1;.70 \A1;.20 \A1;2.70 \A1;.35 \A1;2.70 \A1;.35 \A1;2.70 \A1;.17 \A1;.18 \A1;2.70 \A1;1.70 \A1;.50 \A1;.10 \A1;.20 \A1;.15 \A1;1.35 \A1;12.20 \A1;2.70 \A1;.20 \A1;.40 \A1;2.74 \A1;.40 \A1;.20 \A1;.50 \A1;.20 \A1;4.50 \A1;.20 \A1;4.90 \A1;1.30 \A1;2.10 \A1;.10 \A1;.10 \A1;.60 \A1;.40 \A1;.10 \A1;.10 \A1;.60 \A1;.15 \A1;.075 \A1;.075 \A1;.40 \A1;.15 \A1;.50 \A1;.70 \A1;.20 \A1;2.70 \A1;.35 \A1;2.70 \A1;.35 \A1;2.70 \A1;.17 \A1;.18 \A1;2.70 \A1;.15 \A1;1.35 \A1;12.20 \A1;2.70 \A1;4.50 \A1;.20 \A1;.20 \A1;1.60 \A1;.075 \A1;.95 \A1;.075 \A1;2.70 \A1;.40 \A1;.85 \A1;.15 \A1;.60 \A1;.15 \A1;1.45 \A1;1.70 \A1;.50 \A1;.10 \A1;.20 \A1;.20 \A1;.40 \A1;2.74 \A1;.40 \A1;.20 \A1;.50 \A1;4.90 \A1;.85 \A1;.10 \A1;.20 \A1;.20 \A1;.50 \A1;1.20 \A1;2.60 \A1;.35 \A1;.35 \A1;.50 \A1;.20 \A1;2.40 \A1;1.90 \A1;.25 \A1;.25 \A1;.20 \A1;4.50 \A1;.20 \A1;.20 \A1;4.90 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.20 \A1;4.10 \A1;.20 \A1;.20 \A1;1.70 \A1;.50 \A1;.10 \A1;.20 \A1;.10 \A1;.07 \A1;.08 \A1;.90 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.25 \A1;1.90 \A1;.25 \A1;2.40 \A1;1.55 \A1;.35 \A1;.15 \A1;1.20 \A1;.20 \A1;.15 \A1;1.55 \A1;2.10 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.15 \A1;2.40 \A1;.15 \A1;2.70 \A1;0.85 \A1;.40 \A1;2.74 \A1;.40 \A1;.15 \A1;1.20 \A1;.20 \A1;.15 \A1;1.35 \A1;.35 Anclaje d 3/8" CORTE B - B ESCALA : 1/2 3 Bisagras 3" Plancha LAF 1/16" Angulo 1"x1"x1/8" Marco angulo 1"x1"x1/8" ESCALA : 1/20 PUERTA DE CASETA .70 M=2.30 2 golpes Cerradura chapa Pesada 1.65 Picaporte 6"x3/8" soldada 3" Bisagra Picaporte 6"x 3/8" B B Bisagra soldada 3" candado Orificios para de Platina 1"x3/16" Oreja Portacandado Tapa perimetral Angulo Oreja soldada a angulo Oreja soldada a tapa perimetral candado Orificio para 1 1/2" PINTAR SEGUN LAS ESPECIFICACIONES LUBRICADA CON GRASA PINTAR SEGUN ESPECIFICACIONES PINTAR SEGUN ESPECIFICACIONES ambas caras \A1;Diámetro = 5cm Tubo de Aluminio 5 Codo de Aluminio ANCLAJE DE BARRAS ESCALERA DE GATO 5 d30mm.e=Standar Apóxico Colocar Aditivo d30mm.e=3mm. Rompe agua e=1/16" Esc:1/2.5 ESPECIFICACIONES TÉCNICAS CONCRETO (Resistencia a la Compresión): CIMENTACIÓN, LOSA DE FONDO DE CISTERNA Y LOSA ALIGERADA, VIGAS Y COLUMNAS DE CASTILLO MUROS DE CISTERNA Y TANQUE ELEVADO f'c = 245 kg/cm² f'c = 280 kg/cm² f'c = 245 kg/cm² ACERO: RECUBRIMIENTOS : CIMENTACIÓN 7.5cm (en contacto con el suelo) MUROS, VIGAS Y COLUMNAS 4cm Usar Cemento Portland Tipo I. LOSAS DE CISTERNA Y TANQUE ELEVADO f'c = 245 kg/cm² fy = 4200 kg/cm² TRASLAPES : d 3/4" ---- 0.80m d 5/8" ---- 0.60m d 1/2" ---- 0.50m d 3/8" ---- 0.40m Todas las superficies en contacto con el agua serán revestidas con con mortero impermeabilizante (e=1.5cm). DIAMETRO 6mm 3/8" DE ESTRIBO D a 0.03 0.08 0.12 0.04 RESISTENCIA DEL TERRENO: r = 0.92kg/cm² La Tapa de Concreto de la Cisterna y Tanque Elevado serán de la misma calidad de concreto de la losas de techo. Todas las superficies de vigas y columnas tendrán acabado caravista. 5 \A1;2d\S3/8;" \A1;\T0.8;Ø \S1/4;\H1.4286x;" ;1 @ 0.05 , R @ 0.20 CORTE A - A 5 \A1;\T0.80000;Esc. 1/20 \A1;\T0.8;Ac. Temp. Ø \S1/4;\H1.4286x;" , 1 @ 0.175 DETALLE DE ALIGERADO \A1;\T0.80000;Esc. 1/10 TANQUE ELEVADO 5 5 5 5 5 5 DETALLE CONTROL de nivel Control elect. 4" Platina a soldar Pase de Tubo PVCd2" 4"x4"x1/8" Pesado .03 L=.45 .45 Boya .05 DETALLE DE ABRAZADERA ESCALA : 1/2.5 El diámetro interior de cada Abrazadera NOTA: sera 1/4"mayor a la medida de la tubería. Tornillos Autoroscantes 1.1/2" Tarugo 2"x1/2" Diámetros según dimensión de tubería e=1/8", de 2 Orejas colocadas @1.50m. Abrazadera Típica de F°G° ELECTRÓNICO ESCALA : S/E 5 INSTALACIONES HIDRÁULICAS IMPULSIÓN-ADUCCION \A1;\T0.80000;Esc. 1/25 INSTALACIONES HIDRÁULICAS LIMPIEZA-REBOSE \A1;\T0.80000;Esc. 1/25 5 5 DETALLE ACERO DE CISTERNA- ZONA DE INGRESO 5 \A1;5d\S3/8;" (ambas direcciones) 5 5 \A1;\T0.80000;Esc. 1/25 DETALLE ACERO DE CISTERNA \A1;\T0.80000;Esc. 1/25 DETALLE ACERO DE TANQUE ELEVADO - ZONA DE INGRESO \A1;\T0.80000;Esc. 1/25 d1/2"@0.20m d1/2"@0.15m DETALLE ACERO DE TANQUE ELEVADO \A1;\T0.80000;Esc. 1/25 SECCIÓN 3 - 3 \A1;\T0.80000;Esc. 1/25 SECCIÓN 1 - 1 \A1;\T0.80000;Esc. 1/25 TECHO ALIGERADO e=0.17m \A1;\T0.80000;Esc. 1/25 2 Alambres #8 c/3 hiladas Columneta 15x25 5 5 5 5 5 5 5 DETALLE ACERO EN TABIQUES \A1;\T0.80000;Esc. 1/25 A A Muro Tarrajeado Interior y Exterior 5 A A 5 5 \A1;\T0.8;Ø \S3/8;\H1.4286x;" ;1 @ 0.05 , 6 @0.10, R @ 0.20 CORTE 2-2 \A1;5d\S1/2;" \A1;\T0.8;Ø \S3/8;\H1.4286x;" ;1 @ 0.05 , 6 @0.075, 3@15 , R @ 0.20 CORTE 1-1 5 \A1;\T0.80000;Esc. \A1;\T0.80000;1/20 \A1;\T0.80000;Esc. \A1;\T0.80000;1/20 5 5 \A1;4d\S1/2;"+2d\S3/8;" NIV=59.90 NIV=57.50 S=2% Junta 1" 5 5 5 5 5 5 5 5 5 5 T.E DE 3.00m3 S=2% S=2% 5 5 5 5 5 5 5 5 5 5 5 5 5 CISTERNA DE 9.00m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO 5 5 NIV=59.35 Afirmado Arenilla 5 5 CORTE A-A(CISTERNA-TANQUE ELEVADO) \A1;\T0.80000;Esc. 1/25 1 1 2 2 3 3 Concreto con Aditivo hidrófugo 5 5 5 5 5 Techo Aligerado e=0.17m 5 dilatación e= 1" Junta de Escalera desmontable de FºGº con parantes 2" y peldaños de 3/4" 5 AFIRMADO 5 5 5 5 CASETA DE PLANTA SUPERIOR DE TANQUE \W6.51820; \A1;\T0.80000;Esc. 1/25 PLANTA SUPERIOR DE CISTERNA \A1;\T0.80000;Esc. 1/25 LADRILLO PASTELERO ASENTADO EN TORTA DE BARRO DETALLE COBERTURA LOSA DE TECHO T.E. \W6.51820; \A1;\T0.80000;Esc. 1/25 DETALLE COBERTURA PASADIZO Y OTRO DE T.E. \W6.51820; \A1;\T0.80000;Esc. 1/25 NIV=62.95 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 5 5 5 Cajuela de Cisterna A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A \A1;2d\S1/2;" \A1;3d\S3/8;" \A1;d\S3/8;"@0.20 Tapa de cisterna A SECCIÓN 2 - 2 \A1;\T0.80000;Esc. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Muros de Concreto-TE TANQUE ELEVADO DE 3.00m3 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO DE 3.00m3 .50 Tubos F°Gdo. d1" Contrapazos c/.30 Barra de seguridad tubo d1" Tubo F°Gdo. d1.1/2" 5 \A1;2d\S1/2;" \A1;3d\S3/8;" \A1;d\S3/8;"@0.20 .50 Tubos F°Gdo. d1" Contrapazos c/.30 Barra de seguridad tubo d1" Tubo F°Gdo. d1.1/2" TANQUE ELEVADO DE 9.00m3 CASETA DE CONTROL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 \A1;\T0.8;1 Ø \S1/2;\H1.4286x; " \A1;\T0.8;1 Ø \S3/8;\H1.4286x; " 5 \A1;\T0.8;1 Ø \S3/8;\H1.4286x; " 5 5 5 5 5 5 5 5 5 5 5 .50 5 5 5 5 5 5 5 5 5 d1 1/2" Baja Succion Bomba Sumergible (Interior cisterna) V.Compuerta V.Check d1" U.Universal d1" (Empalmar a Acometida Va a los Servicios segun Red Exterior) d 1 1/2" Viene Aducción d 1" Sube Impulsión 5 5 5 5 5 5 5 5 5 Impulsion d1" limp. d2" Rebose y Alimentador d1 1/2" (PVC-C-10) dilatación e= 1" Junta de ELECTROBOMBAS 5 T.E DE 3.00m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO CORTE A-A(CISTERNA-TANQUE ELEVADO) \A1;\T0.80000;Esc. 1/25 3 AFIRMADO 5 5 5 CASETA DE ELECTROBOMBAS 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 2 \A1;con 1 estribos de d\S3/8;" \A1;Confinar nudo 2 2 \A1;con 1 estribos de d\S3/8;" \A1;Confinar nudo 1d3/8"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 \A1;4 estribos de d\S3/8;" \A1;Confinar Zona con \A1;4 estribos de d\S3/8;" \A1;Confinar Zona con 5 1d1/2"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 CISTERNA DE 9.00m3 5 SOLADO AFIRMADO CASETA DE ELECTROBOMBAS Techo Aligerado e=0.17m UNION UNIVERSAL Sumergibles de V.Compuerta V.Check d1" U.Universal d1" (Empalmar a Acometida Va a los Servicios segun Red Exterior) V.F.d1.1/2" Succion d1 1/2" Reduccion a d1/2" Abrazadera solo parar purga) cerrado abrir Val. d1/2" (Permanecera Abrazadera Reduccion a d1" Pase d2"PVC-C-10 DADO DE CONCRETO Abrazadera Abrazadera Abrazadera (ruptor de aire) Tub. d1/2" 02 Electrobombas 1HP - 220v IMPULSION ADUCCION Nivel de Max. de nivel Control elect. Niv. arranque Niv. parada T.E DE 3.00m3 Rompe agua de F°G° 5 5 5 5 5 VALVULA UNION COMPUERTA d 1 1/2" UNIVERSAL d1 1/2" CHECK d1 1/2" VALVULA 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Abrazadera VALVULA UNION COMPUERTA d2" UNIVERSAL d2" d2" Codo F°G° Rejilla Bronce Soldada Rejilla de Fe.8"x12" 5 5 Limpieza d2" PVC C-10 6"d 2" (reduccion) .05 (Brecha) Abrazadera F°G°@1.50m. d2" de vent. d2" Sombrero PVC C-10 Rebose d2" Abrazadera Embudo 5 5 SOLADO AFIRMADO CASETA DE ELECTROBOMBAS Techo Aligerado e=0.17m Abrazadera Abrazadera Abrazadera Nivel de Max. de nivel Control elect. Niv. arranque Niv. parada T.E DE 3.00m3 Rompe agua de F°G° 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO AFIRMADO 1d3/8"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 5 1d1/2"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 1d3/8"@0.175m 5 1d3/8"@0.175m 5 5 5 5 5 SOLADO AFIRMADO 5 5 5 5 5 1d5/8"@0.175m 1d3/8"@0.175m 5 5 5 5 5 1d3/8"@0.175m 1d3/8"@0.175m 1d1/2"@0.175m 1d3/8"@0.175m 1d3/8"@0.175m 1d5/8"@0.175m 5 5 5 5 5 5 5 5 5 5 \A1;7d\S3/8;" (ambas direcciones) 5 5 5 d1/2"@0.20m 1d3/8"@0.175m 1d3/8"@0.175m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"@0.15m 5 5 1d3/8"@0.175m 5 5 1d3/8"@0.175m 5 5 5 5 0.85 5 5 5 5 5 5 5 5 5 NIV=59.90 NIV=57.50 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 NIV=62.95 NIV=59.90 NIV=57.50 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 NIV=62.95 NIV=59.90 NIV=57.50 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 NIV=62.95 PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: INDICADA \W0.58016; "MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA \W0.58016; SECUNDARIA EN LA I.E. 10233 " JOSE A. QUIÑONES \W0.58016; GONZALES”, TUCUME VIEJO, DISTRITO DE TUCUME - \W0.58016; LAMBAYEQUE - LAMBAYEQUE” IS-3 PRIMARIA: TANQUE ELEVADO - CISTERNA INSTALACIONES HIDRÁULICAS REGIÓN: LAMBAYEQUE PROVINCIA: LAMBAYEQUE DISTRITO: TUCUME

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

Done on site, Concrete shelving, Sef, draft:, flat:, District municipality of Tucumán, flat:, scale:, date:, Location:, Region: lambayeque, Province: lambayeque, Indicated, District: tucume, Of primary education services in the i.e. Jose a Quiñones tucume district of tucume lambayeque, Primary: high architecture, Floor elevation sections detail, Details, draft:, flat:, District municipality of Tucumán, flat:, scale:, date:, Location:, Indicated, Of primary education services in the i.e. Jose a Quiñones tucume district of tucume lambayeque, Primary: cistern tank structures, Region: lambayeque, Province: lambayeque, District: tucume, beam, Vol., draft:, flat:, District municipality of Tucumán, flat:, scale:, date:, Location:, Region: lambayeque, District: tucume, Expansion of primary education services in the i.e. Our lady of the district of tucume lambayeque, description:, Locality: tucume, sanitation, living room, anchorage, cut, scale, Hinges, Laf iron, angle, Angle frame, scale, House door, hits, lock, Heavy plate, latch, Welded, hinge, latch, hinge, Welded, padlock, Holes for, Platinum, Carrying ear, top, Perimeter, angle, Angle welded ear, Ear welded cap, Perimeter, padlock, Hole for, Paint according to specifications, Lubricated with grease, Paint according to specifications, both faces, Aluminium tube, Aluminum elbow, Bar anchor, cat stair, Apologetic, Put additive, Break water, Technical specifications, Concrete, Bottom slab, Slab beams castle columns, High tank cistern walls, Fc, steel:, Coatings, Foundation, Contact with, Beams columns, Use portland cement type i., High tank tank slabs, Fc, Overlaps, All surfaces in contact with water shall be coated with, With waterproofing mortar, diameter, Of stirrup, Resistance of the terrain:, The concrete tank cover of the tank tank shall be of the, Same concrete quality of the roof slabs., All surfaces of beams columns will have finished face., cut, Temp., Lightened detail, elevated tank, Control detail, of level, Elect., Platinum weld, Pipe pass, heavy, buoy, Clamp detail, scale, The inside diameter of each clamp, note:, Will be the measurement of the pipe., Self-tapping screws, Billet, Diameters according to pipe dimension, With placed ears, Clamp typical of, electronic, scale, Hydraulic installations, Hydraulic installations, Steel detail of entrance area, Cistern steel detail, Detail of elevated tank steel entrance area, High steel tank detail, section, section, Lightened roof, Spun yarns, Columneta, Detail steel in partitions, Tarragated wall, interior Exterior, cut, cut, meeting, T.e of, Tank of, Sole, Affirmed, sand, cut, Concrete with, Water-repellent additive, Lightened roof, dilatation, Board of, Removable ladder, Fºgº with parantes, Steps of, Affirmed, Shed, Tank top plant, Upper tank plant, Seated pastry brick, In clay cake, Roof roofing detail t.e., Detail cover passage other than t.e., Tank trunk, Tank cap, section, Walls, High tank, High tank, Tubes, Counterpumps, Security bar, tube, Tubes, Counterpumps, Security bar, tube, High tank, Control house, Low suction, Submersible pump, V door, V.check, Universal, rush, Go services, According to network, Adduction comes, Up drive, impulsion, Limp, Overflow, feeder, dilatation, Board of, Electric pumps, T.e of, Sole, cut, Affirmed, Shed, Electric pumps, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, Confine knot, Stirrups of, knot, Stirrups of, knot, Stirrups of, Area with, Stirrups of, Area with, Tank of, Sole, Affirmed, Shed, Electric pumps, Lightened roof, Universal union, Submersible, V door, V.check, Universal, rush, Go services, According to network, suction, reduction, clamp, Just stop, Closed open, Val., clamp, reduction, pass, Given from, concrete, clamp, your B., Electric pumps, impulsion, adduction, Max level, of level, Elect., Niv start, Niv stop, T.e of, Breaks, Water, valve, Union, gate, universal, Check, valve, clamp, valve, Union, gate, universal, elbow, Welded bronze grid, Grille, cleaning, Pvc, clamp, Of vent., hat, Pvc, Overflow, clamp, funnel, Sole, Affirmed, Shed, Electric pumps, Lightened roof, clamp, Max level, of level, Elect., Niv Arran

Raw text data extracted from CAD file:

NIV± HECHA EN OBRA HECHA EN OBRA ESTANTERIA DE CONCRETO Sef \A1;.70 \A1;1.65 \A1;1 1/2" \A1;0.10 \A1;0.06 PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: REGIÓN: LAMBAYEQUE PROVINCIA: LAMBAYEQUE INDICADA DISTRITO: TUCUME \W0.58016; "MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA \W0.58016; Y SECUNDARIA EN LA I.E. 10233 " JOSE A. QUIÑONES \W0.58016; GONZALES”, TUCUME VIEJO, DISTRITO DE TUCUME - \W0.58016; LAMBAYEQUE - LAMBAYEQUE” A-19 PRIMARIA:ARQUITECTURA DE CISTERNA-TANQUE ELEVADO PLANTA - ELEVACIÓN - SECCIONES - DETALLES \A1;.25 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.05 \A1;.15 DETALLES PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: INDICADA \W0.58016; "MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA \W0.58016; Y SECUNDARIA EN LA I.E. 10233 " JOSE A. QUIÑONES \W0.58016; GONZALES”, TUCUME VIEJO, DISTRITO DE TUCUME - \W0.58016; LAMBAYEQUE - LAMBAYEQUE” E-19 PRIMARIA: ESTRUCTURAS TANQUE ELEVADO - CISTERNA REGIÓN: LAMBAYEQUE PROVINCIA: LAMBAYEQUE DISTRITO: TUCUME VIGA V-1 \A1;4" \A1;.03 \A1;.45 \A1;.05 Vol. 19m3 PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: \W2.71263; PROVINCIA Y REGIÓN: LAMBAYEQUE \W1.73850; DISTRITO: TUCUME 1/25 \W4.92893; "MEJORAMIENTO Y AMPLIACIÓN DE LOS SERVICIOS DE EDUCACION \W4.92893; PRIMARIA EN \W3.41401; LA I.E. 10226 " NUESTRA SEÑORA DE LA MERCED” DE TUCUME, DISTRITO \W3.41401; DE TUCUME - \W6.99810; LAMBAYEQUE - LAMBAYEQUE” DESCRIPCION: LOCALIDAD: TUCUME INSTALACIONES SANITARIAS \A1;.17 \A1;.35 \A1;.35 \A1;.08 \A1;.71 \A1;.32 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;2.50 \A1;2.70 \A1;.35 \A1;.25 \A1;.40 \A1;.25 \A1;1.35 \A1;.50 \A1;.10 \A1;1.95 \A1;.20 \A1;.10 \A1;.25 \A1;1.20 \A1;.55 \A1;2.60 \A1;.20 \A1;.40 \A1;.10 \A1;2.70 \A1;.17 \A1;.15 \A1;.70 \A1;.50 \A1;12.00 \A1;.15 \A1;2.60 \A1;1.90 \A1;.20 \A1;1.50 \A1;.90 \A1;.50 \A1;.25 \A1;.35 \A1;.35 \A1;.20 \A1;1.55 \A1;.20 \A1;1.90 \A1;2.70 \A1;2.70 \A1;2.70 \A1;.20 \A1;.10 \A1;.25 \A1;.25 \A1;2.40 \A1;.95 \A1;.075 \A1;.075 \A1;1.30 \A1;.18 \A1;15.45 \A1;1.90 \A1;2.10 \A1;.70 \A1;.20 \A1;.25 \A1;.25 5 \A1;0.05 \A1;.50 SALA SALA \A1;.50 \A1;.50 \A1;.25 \A1;1.90 \A1;.25 \A1;.20 \A1;2.60 \A1;.20 \A1;.48 \A1;.40 \A1;2.74 \A1;.40 \A1;.48 \A1;.20 \A1;.68 \A1;3.55 \A1;.68 \A1;4.10 \A1;4.50 \A1;4.90 \A1;.48 \A1;.40 \A1;.25 \A1;2.19 \A1;.25 \A1;.40 \A1;.48 \A1;.25 \A1;.25 \A1;1.35 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.35 \A1;.25 \A1;.25 \A1;4.50 \A1;2.40 \A1;.25 \A1;1.90 \A1;.25 \A1;4.50 \A1;.48 \A1;.15 \A1;2.40 \A1;.15 \A1;.85 \A1;.48 \A1;.20 \A1;.28 \A1;.40 \A1;2.30 \A1;.45 \A1;.40 \A1;.28 \A1;.20 \A1;.48 \A1;2.70 \A1;1.33 \A1;4.50 \A1;2.40 \A1;3.55 \A1;2.40 \A1;.15 \A1;.85 \A1;3.55 \A1;.40 \A1;2.15 \A1;.15 \A1;.40 \A1;.15 \A1;.50 \A1;.50 \A1;.50 \A1;.45 \A1;3.55 \A1;2.40 \A1;.15 \A1;2.10 \A1;.15 \A1;.25 \A1;1.90 \A1;.25 \A1;.15 \A1;2.40 \A1;.15 \A1;2.70 \A1;2.40 \A1;.15 \A1;2.10 \A1;.15 \A1;3.55 \A1;2.40 \A1;.90 \A1;.90 \A1;3.05 \A1;.50 \A1;2.40 \A1;.15 \A1;.85 \A1;3.55 \A1;.15 \A1;3.55 \A1;2.40 \A1;.25 \A1;1.90 \A1;.25 \A1;.50 \A1;.15 \A1;.40 \A1;2.15 \A1;.40 \A1;.45 \A1;.15 \A1;2.10 \A1;.15 \A1;.48 \A1;.48 \A1;.25 \A1;1.90 \A1;.25 \A1;.20 \A1;4.10 \A1;.20 \A1;4.50 \A1;.25 \A1;2.30 \A1;.10 \A1;2.70 \A1;.35 \A1;.15 \A1;.70 \A1;.50 \A1;12.00 \A1;.15 \A1;2.60 \A1;1.90 \A1;2.60 \A1;.25 \A1;.35 \A1;.35 \A1;.20 \A1;1.55 \A1;.20 \A1;2.70 \A1;2.70 \A1;2.70 \A1;16.25 \A1;.25 \A1;.25 \A1;.35 \A1;.35 \A1;.10 \A1;.50 \A1;1.60 \A1;.075 \A1;.95 \A1;.075 \A1;2.70 \A1;.40 \A1;.85 \A1;.15 \A1;.075 \A1;.60 \A1;.075 \A1;.15 \A1;.85 \A1;.40 \A1;1.45 \A1;.15 \A1;.50 \A1;.70 \A1;.20 \A1;2.70 \A1;.35 \A1;2.70 \A1;.35 \A1;2.70 \A1;.17 \A1;.18 \A1;2.70 \A1;1.70 \A1;.50 \A1;.10 \A1;.20 \A1;.15 \A1;1.35 \A1;12.20 \A1;2.70 \A1;.20 \A1;.40 \A1;2.74 \A1;.40 \A1;.20 \A1;.50 \A1;.20 \A1;4.50 \A1;.20 \A1;4.90 \A1;1.30 \A1;2.10 \A1;.10 \A1;.10 \A1;.60 \A1;.40 \A1;.10 \A1;.10 \A1;.60 \A1;.15 \A1;.075 \A1;.075 \A1;.40 \A1;.15 \A1;.50 \A1;.70 \A1;.20 \A1;2.70 \A1;.35 \A1;2.70 \A1;.35 \A1;2.70 \A1;.17 \A1;.18 \A1;2.70 \A1;.15 \A1;1.35 \A1;12.20 \A1;2.70 \A1;4.50 \A1;.20 \A1;.20 \A1;1.60 \A1;.075 \A1;.95 \A1;.075 \A1;2.70 \A1;.40 \A1;.85 \A1;.15 \A1;.60 \A1;.15 \A1;1.45 \A1;1.70 \A1;.50 \A1;.10 \A1;.20 \A1;.20 \A1;.40 \A1;2.74 \A1;.40 \A1;.20 \A1;.50 \A1;4.90 \A1;.85 \A1;.10 \A1;.20 \A1;.20 \A1;.50 \A1;1.20 \A1;2.60 \A1;.35 \A1;.35 \A1;.50 \A1;.20 \A1;2.40 \A1;1.90 \A1;.25 \A1;.25 \A1;.20 \A1;4.50 \A1;.20 \A1;.20 \A1;4.90 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.20 \A1;4.10 \A1;.20 \A1;.20 \A1;1.70 \A1;.50 \A1;.10 \A1;.20 \A1;.10 \A1;.07 \A1;.08 \A1;.90 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.25 \A1;1.90 \A1;.25 \A1;2.40 \A1;1.55 \A1;.35 \A1;.15 \A1;1.20 \A1;.20 \A1;.15 \A1;1.55 \A1;2.10 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.15 \A1;2.40 \A1;.15 \A1;2.70 \A1;0.85 \A1;.40 \A1;2.74 \A1;.40 \A1;.15 \A1;1.20 \A1;.20 \A1;.15 \A1;1.35 \A1;.35 Anclaje d 3/8" CORTE B - B ESCALA : 1/2 3 Bisagras 3" Plancha LAF 1/16" Angulo 1"x1"x1/8" Marco angulo 1"x1"x1/8" ESCALA : 1/20 PUERTA DE CASETA .70 M=2.30 2 golpes Cerradura chapa Pesada 1.65 Picaporte 6"x3/8" soldada 3" Bisagra Picaporte 6"x 3/8" B B Bisagra soldada 3" candado Orificios para de Platina 1"x3/16" Oreja Portacandado Tapa perimetral Angulo Oreja soldada a angulo Oreja soldada a tapa perimetral candado Orificio para 1 1/2" PINTAR SEGUN LAS ESPECIFICACIONES LUBRICADA CON GRASA PINTAR SEGUN ESPECIFICACIONES PINTAR SEGUN ESPECIFICACIONES ambas caras \A1;Diámetro = 5cm Tubo de Aluminio 5 Codo de Aluminio ANCLAJE DE BARRAS ESCALERA DE GATO 5 d30mm.e=Standar Apóxico Colocar Aditivo d30mm.e=3mm. Rompe agua e=1/16" Esc:1/2.5 ESPECIFICACIONES TÉCNICAS CONCRETO (Resistencia a la Compresión): CIMENTACIÓN, LOSA DE FONDO DE CISTERNA Y LOSA ALIGERADA, VIGAS Y COLUMNAS DE CASTILLO MUROS DE CISTERNA Y TANQUE ELEVADO f'c = 245 kg/cm² f'c = 280 kg/cm² f'c = 245 kg/cm² ACERO: RECUBRIMIENTOS : CIMENTACIÓN 7.5cm (en contacto con el suelo) MUROS, VIGAS Y COLUMNAS 4cm Usar Cemento Portland Tipo I. LOSAS DE CISTERNA Y TANQUE ELEVADO f'c = 245 kg/cm² fy = 4200 kg/cm² TRASLAPES : d 3/4" ---- 0.80m d 5/8" ---- 0.60m d 1/2" ---- 0.50m d 3/8" ---- 0.40m Todas las superficies en contacto con el agua serán revestidas con con mortero impermeabilizante (e=1.5cm). DIAMETRO 6mm 3/8" DE ESTRIBO D a 0.03 0.08 0.12 0.04 RESISTENCIA DEL TERRENO: r = 0.92kg/cm² La Tapa de Concreto de la Cisterna y Tanque Elevado serán de la misma calidad de concreto de la losas de techo. Todas las superficies de vigas y columnas tendrán acabado caravista. 5 \A1;2d\S3/8;" \A1;\T0.8;Ø \S1/4;\H1.4286x;" ;1 @ 0.05 , R @ 0.20 CORTE A - A 5 \A1;\T0.80000;Esc. 1/20 \A1;\T0.8;Ac. Temp. Ø \S1/4;\H1.4286x;" , 1 @ 0.175 DETALLE DE ALIGERADO \A1;\T0.80000;Esc. 1/10 TANQUE ELEVADO 5 5 5 5 5 5 DETALLE CONTROL de nivel Control elect. 4" Platina a soldar Pase de Tubo PVCd2" 4"x4"x1/8" Pesado .03 L=.45 .45 Boya .05 DETALLE DE ABRAZADERA ESCALA : 1/2.5 El diámetro interior de cada Abrazadera NOTA: sera 1/4"mayor a la medida de la tubería. Tornillos Autoroscantes 1.1/2" Tarugo 2"x1/2" Diámetros según dimensión de tubería e=1/8", de 2 Orejas colocadas @1.50m. Abrazadera Típica de F°G° ELECTRÓNICO ESCALA : S/E 5 INSTALACIONES HIDRÁULICAS IMPULSIÓN-ADUCCION \A1;\T0.80000;Esc. 1/25 INSTALACIONES HIDRÁULICAS LIMPIEZA-REBOSE \A1;\T0.80000;Esc. 1/25 5 5 DETALLE ACERO DE CISTERNA- ZONA DE INGRESO 5 \A1;5d\S3/8;" (ambas direcciones) 5 5 \A1;\T0.80000;Esc. 1/25 DETALLE ACERO DE CISTERNA \A1;\T0.80000;Esc. 1/25 DETALLE ACERO DE TANQUE ELEVADO - ZONA DE INGRESO \A1;\T0.80000;Esc. 1/25 d1/2"@0.20m d1/2"@0.15m DETALLE ACERO DE TANQUE ELEVADO \A1;\T0.80000;Esc. 1/25 SECCIÓN 3 - 3 \A1;\T0.80000;Esc. 1/25 SECCIÓN 1 - 1 \A1;\T0.80000;Esc. 1/25 TECHO ALIGERADO e=0.17m \A1;\T0.80000;Esc. 1/25 2 Alambres #8 c/3 hiladas Columneta 15x25 5 5 5 5 5 5 5 DETALLE ACERO EN TABIQUES \A1;\T0.80000;Esc. 1/25 A A Muro Tarrajeado Interior y Exterior 5 A A 5 5 \A1;\T0.8;Ø \S3/8;\H1.4286x;" ;1 @ 0.05 , 6 @0.10, R @ 0.20 CORTE 2-2 \A1;5d\S1/2;" \A1;\T0.8;Ø \S3/8;\H1.4286x;" ;1 @ 0.05 , 6 @0.075, 3@15 , R @ 0.20 CORTE 1-1 5 \A1;\T0.80000;Esc. \A1;\T0.80000;1/20 \A1;\T0.80000;Esc. \A1;\T0.80000;1/20 5 5 \A1;4d\S1/2;"+2d\S3/8;" NIV=59.90 NIV=57.50 S=2% Junta 1" 5 5 5 5 5 5 5 5 5 5 T.E DE 3.00m3 S=2% S=2% 5 5 5 5 5 5 5 5 5 5 5 5 5 CISTERNA DE 9.00m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO 5 5 NIV=59.35 Afirmado Arenilla 5 5 CORTE A-A(CISTERNA-TANQUE ELEVADO) \A1;\T0.80000;Esc. 1/25 1 1 2 2 3 3 Concreto con Aditivo hidrófugo 5 5 5 5 5 Techo Aligerado e=0.17m 5 dilatación e= 1" Junta de Escalera desmontable de FºGº con parantes 2" y peldaños de 3/4" 5 AFIRMADO 5 5 5 5 CASETA DE PLANTA SUPERIOR DE TANQUE \W6.51820; \A1;\T0.80000;Esc. 1/25 PLANTA SUPERIOR DE CISTERNA \A1;\T0.80000;Esc. 1/25 LADRILLO PASTELERO ASENTADO EN TORTA DE BARRO DETALLE COBERTURA LOSA DE TECHO T.E. \W6.51820; \A1;\T0.80000;Esc. 1/25 DETALLE COBERTURA PASADIZO Y OTRO DE T.E. \W6.51820; \A1;\T0.80000;Esc. 1/25 NIV=62.95 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 5 5 5 Cajuela de Cisterna A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A \A1;2d\S1/2;" \A1;3d\S3/8;" \A1;d\S3/8;"@0.20 Tapa de cisterna A SECCIÓN 2 - 2 \A1;\T0.80000;Esc. 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Muros de Concreto-TE TANQUE ELEVADO DE 3.00m3 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO DE 3.00m3 .50 Tubos F°Gdo. d1" Contrapazos c/.30 Barra de seguridad tubo d1" Tubo F°Gdo. d1.1/2" 5 \A1;2d\S1/2;" \A1;3d\S3/8;" \A1;d\S3/8;"@0.20 .50 Tubos F°Gdo. d1" Contrapazos c/.30 Barra de seguridad tubo d1" Tubo F°Gdo. d1.1/2" TANQUE ELEVADO DE 9.00m3 CASETA DE CONTROL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 \A1;\T0.8;1 Ø \S1/2;\H1.4286x; " \A1;\T0.8;1 Ø \S3/8;\H1.4286x; " 5 \A1;\T0.8;1 Ø \S3/8;\H1.4286x; " 5 5 5 5 5 5 5 5 5 5 5 .50 5 5 5 5 5 5 5 5 5 d1 1/2" Baja Succion Bomba Sumergible (Interior cisterna) V.Compuerta V.Check d1" U.Universal d1" (Empalmar a Acometida Va a los Servicios segun Red Exterior) d 1 1/2" Viene Aducción d 1" Sube Impulsión 5 5 5 5 5 5 5 5 5 Impulsion d1" limp. d2" Rebose y Alimentador d1 1/2" (PVC-C-10) dilatación e= 1" Junta de ELECTROBOMBAS 5 T.E DE 3.00m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO CORTE A-A(CISTERNA-TANQUE ELEVADO) \A1;\T0.80000;Esc. 1/25 3 AFIRMADO 5 5 5 CASETA DE ELECTROBOMBAS 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 2 2 2 \A1;con 4 estribos de d\S3/8;" \A1; Confinar nudo 1 1 2 2 \A1;con 1 estribos de d\S3/8;" \A1;Confinar nudo 2 2 \A1;con 1 estribos de d\S3/8;" \A1;Confinar nudo 1d3/8"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 \A1;4 estribos de d\S3/8;" \A1;Confinar Zona con \A1;4 estribos de d\S3/8;" \A1;Confinar Zona con 5 1d1/2"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 CISTERNA DE 9.00m3 5 SOLADO AFIRMADO CASETA DE ELECTROBOMBAS Techo Aligerado e=0.17m UNION UNIVERSAL Sumergibles de V.Compuerta V.Check d1" U.Universal d1" (Empalmar a Acometida Va a los Servicios segun Red Exterior) V.F.d1.1/2" Succion d1 1/2" Reduccion a d1/2" Abrazadera solo parar purga) cerrado abrir Val. d1/2" (Permanecera Abrazadera Reduccion a d1" Pase d2"PVC-C-10 DADO DE CONCRETO Abrazadera Abrazadera Abrazadera (ruptor de aire) Tub. d1/2" 02 Electrobombas 1HP - 220v IMPULSION ADUCCION Nivel de Max. de nivel Control elect. Niv. arranque Niv. parada T.E DE 3.00m3 Rompe agua de F°G° 5 5 5 5 5 VALVULA UNION COMPUERTA d 1 1/2" UNIVERSAL d1 1/2" CHECK d1 1/2" VALVULA 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Abrazadera VALVULA UNION COMPUERTA d2" UNIVERSAL d2" d2" Codo F°G° Rejilla Bronce Soldada Rejilla de Fe.8"x12" 5 5 Limpieza d2" PVC C-10 6"d 2" (reduccion) .05 (Brecha) Abrazadera F°G°@1.50m. d2" de vent. d2" Sombrero PVC C-10 Rebose d2" Abrazadera Embudo 5 5 SOLADO AFIRMADO CASETA DE ELECTROBOMBAS Techo Aligerado e=0.17m Abrazadera Abrazadera Abrazadera Nivel de Max. de nivel Control elect. Niv. arranque Niv. parada T.E DE 3.00m3 Rompe agua de F°G° 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO AFIRMADO 1d3/8"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 5 1d1/2"@0.175m 1d5/8"@0.175m 1d3/8"@0.175m 5 1d3/8"@0.175m 5 1d3/8"@0.175m 5 5 5 5 5 SOLADO AFIRMADO 5 5 5 5 5 1d5/8"@0.175m 1d3/8"@0.175m 5 5 5 5 5 1d3/8"@0.175m 1d3/8"@0.175m 1d1/2"@0.175m 1d3/8"@0.175m 1d3/8"@0.175m 1d5/8"@0.175m 5 5 5 5 5 5 5 5 5 5 \A1;7d\S3/8;" (ambas direcciones) 5 5 5 d1/2"@0.20m 1d3/8"@0.175m 1d3/8"@0.175m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"@0.15m 5 5 1d3/8"@0.175m 5 5 1d3/8"@0.175m 5 5 5 5 0.85 5 5 5 5 5 5 5 5 5 NIV=59.90 NIV=57.50 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 NIV=62.95 NIV=59.90 NIV=57.50 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 NIV=62.95 NIV=59.90 NIV=57.50 NIV=66.00 NIV=69.05 NIV=72.10 NIV=73.45 NIV=62.95 PROYECTO: PLANO: MUNICIPALIDAD DISTRITAL DE TUCUME PLANO: ESCALA: FECHA: UBICACIÓN: INDICADA \W0.58016; "MEJORAMIENTO DE LOS SERVICIOS DE EDUCACION PRIMARIA \W0.58016; SECUNDARIA EN LA I.E. 10233 " JOSE A. QUIÑONES \W0.58016; GONZALES”, TUCUME VIEJO, DISTRITO DE TUCUME - \W0.58016; LAMBAYEQUE - LAMBAYEQUE” IS-3 PRIMARIA: TANQUE ELEVADO - CISTERNA INSTALACIONES HIDRÁULICAS REGIÓN: LAMBAYEQUE PROVINCIA: LAMBAYEQUE DISTRITO: TUCUME

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