Reservoir 10m3 – Cistern DWG Section for AutoCAD

Reservoir 10m3 – Sections – Details roof armor – Plant – Etc.

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:, Waterproofing plaster sika mortar sika plnchado with pure cement sika, Mortar for bottom slope, Max water level, Cut section, scale:, Esc:, valve, Overflow cone, Bronze basket, air duct, Valavula, layette, Overflow cone, elbow, Specifications, Fy, Fc, Overlap, Cut elevation, scale:, network, Isometric diagram, The general network, Niple valve fittings in reservoir stand, Clature, quantity, description, Elbow pvc tee pvc sap adapter pvc sap universal union pvc reduction single union pvc sap brass valve gate valve bronze, Concrete flooring f’c, Concrete flooring f’c, Max water level, Vent tube, Inspection box cover detail, handle, Armor detail, Print scale, Overflow, Pvc sap pipe, entry, tee, cleaning, tee, Pvc sap pipe, Elbow pvc sap, pipeline, departure, Pvc reduction, Overflow pipe, pipeline, Elbow pvc sap, entry, Elbow pvc sap, tee, Elbow pvc sap, Valve Bronze gate, Of the central free drinking water system, Construction reservoir improvement, Reservoir, Free central apata jauja junin, District municipality of apata, drawing:, Location, owner:, responsable:, mayor:, draft, District municipality of, plane of, scale, date, sheet, Indicated, December

Raw text data extracted from CAD file:

0.20 3.50 0.30 0.15 3.30 3.30 3.10 3.10 0.60 0.60 0.60 0.50 0.50 0.50 0.50 0.30 0.30 0.30 0.30 0.25 0.25 0.25 0.60 1.60 0.30 .10 1.15 1.00 0.15 0.05 4.25 1.90 0.10 0.20 0.15 2.20 1.00 0.15 0.15 1.30 0.15 2.50 0.20 2.50 3.50 1.15 1.00 2.50 0.20 0.20 .10 1.60 0.30 .10 1.15 1.00 0.15 0.05 4.25 2.50 0.20 0.20 .10 .05 .05 0.10 0.60 0.10 0.60 0.70 1.60 0.93 0.30 0.08 0.20 0.15 3.50 1.10 2.25 A A 5 <> PROYECCION DE BUZON DE 0.60 x 0.60 5 5 S = 1% PELDAÑOS d 3/4″ @ 0.30 PLANTA 5 d 3/8″ @ 0.20 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 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 d 3/8″ @ 0.30 0.30 0.30 0.30 d 0.30″ @ 0.25 0.25 0.25 0.25 d 3/8″ @ 0.25 5 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.125 d 3/8″ @ 0.30 d 3/8″ @ 0.25 d 3/8″ @ 0.30 d 3/8″ @ 0.25 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% d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.20 Ø 1/4″@ 0.10 m. 5 S = 1% 5 NIVEL MAX DE AGUA .10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION CORTE B – B ESCALA: 1/25 ESC: 1/25 d 2″ d 1 1/2″ d 1 1/2″ VALVULA d 1 1/2″ Cono de rebose Canastilla de bronce Ø 1 1/2″ x 3″ Tubo de ventilacion d 3″ d 1 1/2″ d 1 1/2″ VALAVULA d 1 1/2″ 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 A LA RED d 2″ d 2″ DIAGRAMA ISOMETRICO A la Red General 1.- 2.- 3.- 4.- 5.- 6.- 7.- 8.- NIPLE Y ACCESORIOS DE VALVULAS EN CASETA DE RESERVORIO NOMEN- CLATURA CANTIDAD DESCRIPCION Codo PVC d 1½” x 90° Tee PVC SAP 1 1/2″ x 1 1/2″ Adaptador PVC SAP 1 1/2″ x 1 1/2″ Unión Universal F°G° d 11/2″ Reducción PVC d 3″ x 1 1/2″ Unión Simple PVC SAP d 11/2″ Canastilla de Bronce de Ø 1 1/2″ Valvula de compuerta de bronce d 1 1/2″ 05 04 08 04 01 01 01 04 5 5 0.10 0.10 0.10 .10 .10 .10 .10 .10 .10 0.20 0.20 0.10 0.10 0.10 b b 5 5 5 5 5 5 5 .10 solado concreto f’c = 100 kg/cm² 5 5 5 5 5 5 5 5 solado concreto f’c = 100 kg/cm² 5 S = 1% .10 .10 5 NIVEL MAX DE AGUA Tubo de ventilacion d 3″ 2 Cocdo de d 3″ X 90° DETALLE DE TAPA DE BUZON DE INSPECCION Ø 1/4″ @ .10 .05 .05 5 5 5 5 ASA d 3/8″ 5 d 3/8″ @ 0.30 d 3/8″ @ 0.25 d 3/8″ @ 0.25 d 3/8″ @ 0.30 DETALLE DE ARMADURA 5 IMPRIMIR ESCALA 1/100 Rebose Limpia Tubería PVC – SAP Ø 1 1/2″ C – 7.5 Ingreso 01 Tee 1 1/2″ x 1 1/2″ Limpieza 01 Tee 1 1/2″ x 1 1/2″ Tubería PVC – SAP C – 7.5 1 1/2″ 01 Codo PVC – SAP Ø 1 1/2″ x 90° Tubería Ø 1 1/2″ Salida Reducción PVC Ø 3″ a 1 1/2″ Tubería 1 1/2″ Rebose Tubería 1 1/2″ 01 Codo PVC – SAP Ø 1″ x 90° 01 Codo PVC – SAP Ø 1″ x 90° 01 Codo PVC – SAP Ø 1″ x 90° Ingreso 01 Codo PVC – SAP Ø 1 1/2″ x 90° Tee Ø 1 1/2″ x 1 1/2″ 01 Codo PVC – SAP Ø 1 1/2″ x 90° Válv. Compuerta Bronce Ø 1 1/2″ Ø 1 1/2″ Ø 1 1/2″ Ø 1 1/2″ 5 DEL SISTEMA DE AGUA POTABLE BARRIO LIBRE CENTRAL CONSTRUCCION RESERVORIO Y MEJORAMIENTO RESERVORIO V = 10 M3 LIBRE CENTRAL / APATA / JAUJA / JUNIN MUNICIPALIDAD DISTRITAL DE APATA DIBUJO: UBICACION : PROPIETARIO: RESPONSABLE: ALCALDE: PROYECTO : MUNICIPALIDAD DISTRITAL DE PLANO DE : ESCALA : FECHA : LAMINA : R-01 INDICADA DICIEMBRE – 2007 5 5 5 5 5 5 5