Water Reservoir Project DWG Full Project for AutoCAD

It is a reservoir of 5m3

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

Reservoir supported, National social compensation fund, presidency of the Republic, design:, flat:, draft, drawing:, date:, mole.:, scale.:, reviewed:, Indicated, sheet:, National social compensation fund, presidency of the Republic, fist, Dist, fist, Dpto .:, Prov .:, Chuck, Drinking water system, Ing. Moises arias n., may, C.cotrado, Approved, Description, Rev, Zone, Date, Revisions, Valve stand, Proy. metal lid, mailbox, steps, plant, Roof slab reinforcement, Background armor, Tube projection, Ventilation of, mailbox, your B. Ventilation with grille, Protection at the output, Waterproofing plaster with mortar, Sika no Mortar sika no., Pressed with pure cement sika no., Mortar to give the, Earring background, water level, cut, Fc, Fy, Specifications, Overlaps, Armor weight, Type plane, M. M., Metal sanitary cover, Esc:, Valve stand, Proy. metal lid, mailbox, steps, plant, Roof slab reinforcement, Background armor, Tube projection, Ventilation of, mailbox, your B. Ventilation with grille, Protection at the output, Waterproofing plaster with mortar, Sika no Mortar sika no., Pressed with pure cement sika no., Mortar to give the, Earring background, water level, cut, Fc, Fy, Specifications, Overlaps, Armor weight, Type plane, M. M., Metal sanitary cover, Esc:, made by:, reviewed by:, Reservoir, Location:, flat:, flat, scale:, date:, draft:, August, Indicated, region, province, district, location, Huancane, fist, Drinking water system, Happy mothers, Lizani Pampas, L., bias. Lizani pampa

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.30.60 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.54 \A1;0.10 \A1;0.20 RESERVORIO APOYADO 5.0 M3 FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA Diseño: Plano: Proyecto : Dibujo: Fecha: Topo.: Escala.: Revisado: INDICADA RES-01 Lamina: FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA PUNO Dist.: PUNO Dpto.: Prov.: CHUCUITO SISTEMA DE AGUA POTABLE PURIA PARQUE Ing. MOISES ARIAS N. Mayo 1,999 C.COTRADO A C B D 4 3 2 APPROVED DESCRIPTION REV ZONE 1 DATE REVISIONS D B C A 3 2 4 1 \fTechnical|b0|i0|c0|p34;A \A1;2.15 \A1;0.15 \A1;0.10 \A1;2.15 \A1;0.15 \A1;0.10 \A1;1.20 \A1;0.30 \A1;2.85 \A1;2.85 \A1;2.85 \A1;2.65 \A1;2.65 \A1;0.09 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 d 3/8 @ 0.30 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.75 d 3/8 @ 0.30 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 -155.3966480542583 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.14 \A1;0.25 \A1;0.89 \A1;1.68 \A1;0.10 \A1;1.50 \A1;0.15 \A1;0.30.60 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.24 \A1;0.24 \A1;0.24 \A1;0.49 \A1;0.10 \A1;0.20 \A1;1.95 \A1;0.15 \A1;0.10 \A1;1.95 \A1;0.15 \A1;0.10 \A1;1.20 \A1;0.30 \A1;2.85 \A1;2.85 \A1;2.85 \A1;2.65 \A1;2.65 \A1;0.08 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.14 \A1;0.25 \A1;0.89 \A1;1.68 \A1;0.10 \A1;1.20 0.15 0.30.60 0.15 0.10 0.15 0.10 CASETA DE VALVULAS PROY. TAPA METALICA BUZON 0.60 x 0.60 PELDAÑOS ø 3/4″ @ 0.30 S = 1% S = 1% S = 1% PLANTA ARMADURA DE LOSA DE TECHO ARMADURA DE FONDO ø 3/8″ @ 0.25 ø 3/8″ @ 0.25 ø 3/8″ @ 0.25 2 ø 1/2″ 2 ø 1/2″ 5 5 PROYECCION TUBO VENTILACION DE ø 2″ BUZON 0.60 x 0.60 ø 3/8″ @ 0.30 ø 3/8″ @ 0.25 5 TUB. VENTILACION DE ø 2″ CON REJILLA DE PROTECCION EN LA SALIDA 5 ENLUCIDO IMPERMEABILIZANTE CON MORTERO 1:2 Y SIKA No. 1 (1 cm) MORTERO 1:1 Y SIKA No. 1 (8 mm) PLANCHADO CON CEMENTO PURO Y SIKA No. 1 (2 mm) MORTERO 1:5 PARA DAR LA PENDIENTE DE FONDO NIVEL DE AGUA ø 3/8″ @ 0.25 a/s ø 3/8″ @ 0.30 ø 3/8″ @ 0.25 S = 1% ø 3/8″ @ 0.30 0.10 0.20 S O L A D O 1 : 3 :. 6 CORTE A – A f’c = 210 kg/cm2 f’y = 4200 kg/cm2 ESPECIFICACIONES TRASLAPES ø 1/4″ —— 0.30 m ø 1/2″ —— 0.50 m ø 3/8″ —— 0.40 m PESO DE ARMADURA (Incluye 5% de desperdicio) ø 3/4″ —— 10 kg ø 1/2″ —— 10 kg ø 3/8″ —— 198 kg ø 1/4″ —— 21 kg \fTechnical|b0|i0|c0|p34;A (ver plano tipo ) 5 0.15 0.10 5 0.15 0.10 1.20 0.30 0.60 M. X 0.60 M. TAPA SANITARIA METALICA ø 3/8″ @ 0.30 2.85 2.85 2.85 2.65 2.65 5 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.10 0.25 0.50 0.75 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.10 0.25 0.50 0.75 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.10 0.25 0.50 0.75 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.10 0.25 0.50 0.75 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.10 0.25 0.50 0.75 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.14 0.25 0.89 1.68 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 0.10 1.50 0.15 0.30.60 0.15 0.10 0.15 0.10 CASETA DE VALVULAS PROY. TAPA METALICA BUZON 0.60 x 0.60 PELDAÑOS ø 3/4″ @ 0.30 S = 1% S = 1% S = 1% PLANTA ARMADURA DE LOSA DE TECHO ARMADURA DE FONDO ø 3/8″ @ 0.25 ø 3/8″ @ 0.25 ø 3/8″ @ 0.25 2 ø 1/2″ 2 ø 1/2″ 5 5 PROYECCION TUBO VENTILACION DE ø 2″ BUZON 0.60 x 0.60 ø 3/8″ @ 0.30 ø 3/8″ @ 0.25 5 TUB. VENTILACION DE ø 2″ CON REJILLA DE PROTECCION EN LA SALIDA 5 ENLUCIDO IMPERMEABILIZANTE CON MORTERO 1:2 Y SIKA No. 1 (1 cm) MORTERO 1:1 Y SIKA No. 1 (8 mm) PLANCHADO CON CEMENTO PURO Y SIKA No. 1 (2 mm) MORTERO 1:5 PARA DAR LA PENDIENTE DE FONDO NIVEL DE AGUA ø 3/8″ @ 0.25 a/s ø 3/8″ @ 0.30 ø 3/8″ @ 0.25 S = 1% ø 3/8″ @ 0.30 0.10 0.20 S O L A D O 1 : 3 :. 6 CORTE A – A f’c = 210 kg/cm2 f’y = 4200 kg/cm2 ESPECIFICACIONES TRASLAPES ø 1/4″ —— 0.30 m ø 1/2″ —— 0.50 m ø 3/8″ —— 0.40 m PESO DE ARMADURA (Incluye 5% de desperdicio) ø 3/4″ —— 10 kg ø 1/2″ —— 10 kg ø 3/8″ —— 198 kg ø 1/4″ —— 21 kg \fTechnical|b0|i0|c0|p34;A (ver plano tipo ) 5 0.15 0.10 5 0.15 0.10 1.20 0.30 0.60 M. X 0.60 M. TAPA SANITARIA METALICA ø 3/8″ @ 0.30 2.85 2.85 2.85 2.65 2.65 5 d 3/8 @ 0.30 0.30 0.30 0.30 0.30 0.14 0.25 0.89 1.68 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 0.10 1.20 REALIZADO POR: REVISADO POR: RESERVORIO 5 m3 UBICACION: PLANO: PLANO N°: ESCALA: FECHA: PROYECTO: AGOSTO DEL 2009 INDICADA R-01 Region : Provincia : Distrito : Localidad : HUANCANE PUNO SISTEMA DE AGUA POTABLE ROSASPATA PARCIALIDAD LIZANI PAMPA L.MAQUERA V. PARCIALIDAD. LIZANI PAMPA