Reservoir For Rural Sanemiento DWG Block for AutoCAD

Reservoir For Rural Sanemiento DWG Block for AutoCAD

Square reservoir in rural sanitation

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

Isometric armor, Entrance ladder, Overflow cleaning, departure, Pvc hook for hypochlorinator, Diffusion flow hypochlorator, Conc., Cap met. Sanitary, Overflow, departure, cleaning, entry, Esc., cut, Tub ventilation, Metal protection, your B. entry, cleaning, departure, Overflow, Esc., cut, Entrance ladder, entry, False column, Projection: top, Esc., plant, Overflow cleaning, departure, entry, Flat in area, Of reservoir, Faucet for cleaning, departure, Overflow cleaning, Cap met. Sanitary, Conc., gravel, entry, Esc., cut, Ventilation detail, Elbow pvc salt, Slotted plug, hose, Fg, Stair step detail, your B. Network exit, your B. Overflow, your B. Of income, Esq. Isometrico of pipes, flat:, specialty., Dib., Indicated, Esc:, drinking water, Plant elevation of the reservoir, January, date:, Water storage for, flat, District municipality of pinra, Pinstra, Huacaybamba, Huánuco, district, region, province, Location, Responsible professional:, Ing., location, the mercy, draft:, Improvement of the potable water system installation of the sewerage system latrines in the locality of the district of pinra district huacaybamba, code, mayor., Marcellin, Sanchez rivera, Human consumption: arquitec., Waterproofing plaster with sika mortar, Mortar sika, Pressing with pure sika cement, Cap met. Sanitary, Projection: slab, Details: see plan, Cover: entrance, Valve housing, Ceiling, front elevation, Esc., Lateral lifting cut, Esc., plant, Esc., width, thickness, long, Box of caps, Esc.

Raw text data extracted from CAD file:

\A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.63 \A1;máx. .06 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 S/ESC. ISOMETRICO DE ARMADURA -151.9883723032078 -151.9883723032078 -151.9883723032078 .40 .20 .15 1.00 .10 \A1;H \A1;H/2 .15 .15 .15 1.00 .15 \A1;.40 \A1;.60 \A1;.15 \A1;.10 \A1;.10 \A1;.80 \A1;.10 2 % .60 x .60 e=1/8" Escalera de Ingreso LIMPIEZA Y REBOSE SALIDA Gancho PVC para Hipoclorador Hipoclorador de Flujo - Difusión -151.9883723032078 -151.9883723032078 1Ø1/4"@0.20 Conc. f'c=175 Kg/cm2 Tapa Met. Sanitaria -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 REBOSE SALIDA LIMPIEZA INGRESO ESC. 1:25 CORTE A-A Tub 3" VENTILACION CON MALLA METALICA DE PROTECCION -151.9883723032078 TUB. INGRESO LIMPIEZA SALIDA REBOSE ESC. 1:50 CORTE B-B -151.9883723032078 -151.9883723032078 Escalera de Ingreso INGRESO C C -151.9883723032078 -151.9883723032078 FALSA COLUMNA -151.9883723032078 -151.9883723032078 B B A A PROYECCION: Tapa -151.9883723032078 -151.9883723032078 -151.9883723032078 ESC. 1:50 PLANTA LIMPIEZA Y REBOSE SALIDA INGRESO 5 3.70 1/2" S=1% 5 1 2 EXPLANACION (UBICACION EN ZONA DE CORTE) \A1;1.00 \A1;.10 \A1;.15 \A1;.20 \A1;.60 \A1;.35 \A1;.10 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.80 \A1;.10 -151.9883723032078 .60 x .60 e=1/8" de reservorio Grifo para limpieza 1/2" -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 SALIDA LIMPIEZA Y REBOSE -151.9883723032078 Tapa Met. Sanitaria 1Ø1/4"@.10 Conc. f'c=140 Kg/cm2 Grava Ø max=1/2" INGRESO ESC. 1:25 CORTE C-C -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 DETALLE - VENTILACION S/E Codo PVC SAL Ø=2" Tapón Ranurado .21 .10 .25 .40 -151.9883723032078 -151.9883723032078 -151.9883723032078 -151.9883723032078 Manguera Ø = 1/2" FºGº Ø 1/2" DETALLE DE PELDAÑO DE ESCALERA 8 7 6 5 17 20 21 4 4 4 4 17 13 10 10 11 9 12 15 16 14 15 17 12 19 17 17 18 3 2 1 2 4 4 <-- Tub. Salida a la Red <-- Tub. Rebose y Limpieza Tub. de Ingreso --> S/E ESQ. ISOMETRICO DE TUBERIAS PLANO: ESPECIALIDAD. JAREN-LOYVAL DIB. INDICADA ESC: AGUA POTABLE PLANTA Y ELEVACIÓN DEL RESERVORIO ENERO - 2013 FECHA: ALMACENAMIENTO DE AGUA PARA PLANO N° 15 R-PE MUNICIPALIDAD DISTRITAL DE PINRA PINRA HUACAYBAMBA HUÁNUCO DISTRITO : REGIÓN : PROVINCIA : UBICACIÓN PROFESIONAL RESPONSABLE: ING. LOCALIDAD : LA MERCED PROYECTO: \W5.49399; "AMPLIACIÓN Y MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE E INSTALACIÓN DEL \W5.49399; SISTEMA DE ALCANTARILLADO Y LETRINAS EN LA LOCALIDAD DE LA MERCED DEL \W5.49399; DISTRITO DE PINRA - PROVINCIA DE HUACAYBAMBA - HUÁNUCO" CÓDIGO ALCALDE. MARCELINO SANCHEZ RIVERA CONSUMO HUMANO: ARQUITEC. \A1;1.00 \A1;3.70 \A1;1.50 5 5 5 .15 .10 5 .20 .15 5 .15 .20 5 5 5 5 5 5 5 5 5 Enlucido impermeabilizante con mortero 1:2 y Sika N° 1 (1 cm): Mortero 1:1 y Sika N° 1 (8 mm.) planchado con cemento puro y Sika N° 1 (2 mm.) S=1% 5 TAPA MET. SANITARIA .60X.60 e=1/16" V=30.00 M3 A Proyección: Losa de DETALLES: Ver Plano TAPA: INGRESO .20 .15 5 .15 .20 .20 .15 5 .15 .20 de Caja de Válvulas Techo y de Fondo 3.70 V=30.00 M3 A T-2 T-1 \A1;.07 \A1;.15 \A1;.38 \A1;3.30 \A1;.15 \A1;.10 \A1;3.83 \A1;.20 \A1;.15 \A1;3.00 \A1;.15 \A1;.20 \A1;.45 \A1;.23 \A1;.30 \A1;2.03 \A1;.08 \A1;.90 \A1;.45 \A1;.45 \A1;.45 \A1;.20 \A1;.15 \A1;3.00 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;3.00 \A1;.15 \A1;.20 \A1;3.70 V=30.00 M3 ELEVACIÓN FRONTAL ESC. 1:20 ELEVACIÓN LATERAL - CORTE A - A ESC. 1:20 PLANTA ESC. 1:20 1/8" 0.60 ANCHO espesor T-1 0.60 T-2 LARGO CUADRO DE TAPAS 1/16" 0.60 0.60 A - 02 ESC. 1/20

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, reservoir, rural, Sanitation, square, wasser bestimmung, water