Reservoir For Drinking Water DWG Detail for AutoCAD

Reservoir For Drinking Water DWG Detail for AutoCAD

Plano silver and Details – Cap. 2m3

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

Elevation of perimeter fence, of steel, cut, Esc., Vent tube, Copper mesh, Against insects, flange, Of square section, Nipple, Reservoir roof, Detail ventilation tube, Esc., Spills, Armed: f’c, Ground: f’c, Long Minimum hook, Overlaps, Minimum coatings:, steel, Walls cms., Slab background cms., Valve stand: see plan, Pipe fittings, Exterior cms., Interior cms., concrete, Upper slab cms., Technical specifications, Water stop on wall, Break water, corresponding, Roof slab armor, top, projection, steps, Pipe of, your B. Of ventilation, Protection grid in the, plant, cut, Scheme of armor, Of the walls, #, Plant: armor, Niv Water, #, #, Esc., Esc., ventilation, Metal cap type, To the reservoir, steps, Of entry, Esc., detail:, Additional, Armor not shown, Of the tub, detail, Encounter in, Vent tube, Copper mesh, Against insects, flange, Of square section, Nipple, Reservoir roof, Detail: ventilation tube, Esc., Armor cap, metal lid, Additional, Additional, typical:, Of diffusion, Sole, Roof slab projection, concrete, Valve stand, Cut armor, Esc., #, #, #, #, sector:, scale, Design drawing:, sheet, date, Location:, flat:, draft:, Indicated, Cpu, Reservoir, Apurimac, Grade, Dpto., Prov., Dist., location, District municipality of mamara, Of drinking water services basic sanitation in the sectors of the district of mamara provincia de grado, Mom, Corour

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.10 \W1.14286; \A1;ver \W1.14286; \A1;detalle \W1.14286; \A1;N\A1;º\A1; 02 \W1.14286; \A1;ver \W1.14286; \A1;detalle \W1.14286; \A1;N\A1;º\A1; 02 ELEVACION DEL CERCO PERIMETRICO \A1;0.06 \A1;0.25 \A1;0.03 \A1;0.05 \A1;PLANCHA DE ACERO e=\S1/4;" CORTE A-A ESC. 1/25 A A \A1;0.15 \A1;0.30 \A1;0.80 \A1;1.50 \A1;0.90 \A1;.70 \A1;1.50 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.15 \A1;.07 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.10 \A1;0.25 \A1;0.30 \A1;1.35 \A1;0.20 \A1;2.35 \A1;2.35 \A1;0.30 \A1;0.10 \A1;0.40 1 1 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.75 d3/8"@.20 TUBO DE VENT. MALLA DE COBRE CONTRA INSECTOS BRIDA P/ANCLAJE DE SECCION CUADRADA NIPLE TECHO RESERVORIO DETALLE TUBO DE VENTILACION ESC. S/E \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;1.35 \A1;0.30 \A1;0.20 \A1;0.70 -311232.8451558745 \A1;0.30 -311226.0621277888 \A1;0.35 \A1;0.25 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.30 \A1;0.30 \A1;TIPICO: 0.17 \A1;1.95 \A1;2.35 -311226.411447609 \A1;1.95 \A1;1.35 \A1;1.35 \A1;0.75 \A1;0.15 \A1;0.60 \A1;1.10 \A1;0.30 \A1;0.15 \A1;0.45 \A1;0.60 \A1;0.43 \A1;0.30 \A1;0.43 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.42 \A1;0.15 \A1;0.15 \A1;0.43 \A1;2.50 \A1;1.75 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.20 \A1;1.35 \A1;0.20 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.35 \A1;0.25 TARRAJEOS Y DERRAMES 2 2 C° ARMADO: f'c =210 Kg/cm Solado: C° f'c = 100 Kg/cm Long. mínimo gancho = .15 m Ø 1/4" = .30 m. Ø 3/8" = .40 m. Ø 1/2" = .50 m. TRASLAPES RECUBRIMIENTOS MINIMOS: ACERO Muros = 2 cms. Losa de fondo = 4 cms. Caseta de Válvulas: ver plano TUBERIA Y ACCESORIOS Exterior 1:5 e=1.5 cms. Interior 1:1 e=2.0 cms. CONCRETO Losa superior = 2 cms. ESPECIFICACIONES TECNICAS 5 5 5 5 5 5 5 5 \A1;DETALLE 2: WATER STOP EN MURO ESC:1/10 \A1;DETALLE 1: ROMPE AGUA ESC:1/10 correspondiente 5 5 5 5 ARMADURA LOSA DEL TECHO A A TAPA 0.60mx0.60m PROYECCION 5 5 PELDAÑOS d3/8"@.30 TUBERIA DE TUB. DE VENTILACION d3" (CON REJILLA DE PROTECCION EN LA SALIDA) PLANTA CORTE A-A d3/8"@.30 0.80 1.50 0.90 .70 1.50 ESQUEMA DE ARMADRURA DE LOS MUROS Nro. 3 Nro. 1 Nro. 2 PLANTA: ARMADURA NIV. AGUA d3/4"@.30 (VER DETALLE) d1/2"@.20 d3/8"@.20 Nro. 3 d3/8"@.17 d3/8"@.17 Nro. 2 ESC. 1:15 S/E ESC. 1:20 ESC. 1:20 ESC. 1:15 VENTILACION d3" 5 TAPA METALICA TIPO T-1 5 5 5 5 5 5 5 2d3/8"@0.15 AL RESERVORIO PELDAÑOS DE ENTRADA ESC. 1:10 DETALLE: d3/4"@0.30 5 5 5 2d3/8" ADICIONALES NO SE MUESTRA LA ARMADURA DE LA CUBA CT=+0.00 NPT=-0.72 5 5 5 5 5 5 5 5 5 5 \A1;ver detalle \A1;N\A1;º\A1; 02 \A1;ver detalle \A1;N\A1;º\A1; 01 5 \A1;0.025 \A1;0.025 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 5 5 5 NTT=+0.73 NTT=-0.12 \W2.14050; \A1;DETALLE:\A1; ENCUENTRO EN \W2.14050; \A1;ESQUINAS ESC:1/10 TUBO DE VENT. d3" MALLA DE COBRE CONTRA INSECTOS BRIDA P/ANCLAJE DE SECCION CUADRADA NIPLE TECHO RESERVORIO DETALLE: TUBO DE VENTILACION ESC. S/E ARMADURA TAPA 5 5 5 5 5 5 5 TAPA METALICA 0.60mx0.60m 5 5 5 5 5 5 d3/8"@.30 5 5 2d3/8" ADICIONALES d3/8"@.30 d3/8"@.30 d3/8"@.30 2d3/8" ADICIONALES d3/8"@.30 d3/8"@.30 TIPICO: 0.17 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 \A1;Hipoclorador de \A1;flujo difusion S=1% SOLADO PROYECCION LOSA DE TECHO f'c=100Kg/cm2 5 5 5 5 5 5 5 CONCRETO f'c=210Kg/cm2 CASETA DE VALVULAS CORTE A-A: ARMADURA ESC. 1:20 d1/2"@.20 d3/8"@.20 Nro. 1 d3/8"@.17 Nro. 2 d3/8"@.17 5 d3/8"@.15 d3/8"@.17 Nro. 3 d3/8"@.20 d3/8"@.25 5 d3/8"@.30 Nro. 1 d3/8"@.20 5 5 SECTOR: ESCALA : A-02 DISEÑO Y DIBUJO: LAMINA : FECHA : UBICACION: PLANO: PROYECTO: INDICADA CPU RESERVORIO CAP= 2.00 m3 APURIMAC GRAU DPTO. PROV. DIST. LOCALIDAD FEBRERO-2016 MUNICIPALIDAD DISTRITAL DE MAMARA \W6.27543; “MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y SANEAMIENTO \W6.27543; BASICO EN LOS SECTORES DE HUARUCHACA, ILLAUPO, ACETA, CORURO, DEL \W6.27543; DISTRITO DE MAMARA PROVINCIA DE GRAU - APURIMAC” MAMARA CORURO Coruro

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

Elevation of perimeter fence, of steel, cut, Esc., Vent tube, Copper mesh, Against insects, flange, Square section, Nipple, Reservoir roof, Detail ventilation tube, Esc., Spills, Armed: f’c, Flooring: f’c, Long Minimum hook, Overlaps, Minimum coatings:, steel, Walls cms., Slab cms., Valve housing: see plan, Pipe fittings, Exterior cms., Interior cms., concrete, Upper slab cms., Technical specifications, Water stop on wall, Break water, corresponding, Roof slab armor, top, projection, steps, Pipe of, your B. Of ventilation, Protection grid in the, plant, cut, Scheme of armor, Of the walls, #, Plant: armor, Niv Water, #, #, Esc., Esc., ventilation, Metal cap type, To the reservoir, steps, Input, Esc., detail:, Additional, Armor not shown, Of the tub, detail, Encounter in, Vent tube, Copper mesh, Against insects, flange, Square section, Nipple, Reservoir roof, Detail: ventilation tube, Esc., Armor cap, metal lid, Additional, Additional, typical:, Of diffusion, Sole, Roof slab projection, concrete, Valve stand, Cut armor, Esc., #, #, #, #, sector:, scale, Design drawing:, sheet, date, Location:, flat:, draft:, Indicated, Cpu, Reservoir, Apurimac, Grade, Dpto., Prov., Dist., location, District municipality of mamara, Of drinking water services basic sanitation in the sectors of the district of mamara provincia de grado, Mommy, Corundum

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.10 \W1.14286; \A1;ver \W1.14286; \A1;detalle \W1.14286; \A1;N\A1;º\A1; 02 \W1.14286; \A1;ver \W1.14286; \A1;detalle \W1.14286; \A1;N\A1;º\A1; 02 ELEVACION DEL CERCO PERIMETRICO \A1;0.06 \A1;0.25 \A1;0.03 \A1;0.05 \A1;PLANCHA DE ACERO e=\S1/4;" CORTE A-A ESC. 1/25 A A \A1;0.15 \A1;0.30 \A1;0.80 \A1;1.50 \A1;0.90 \A1;.70 \A1;1.50 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.15 \A1;.07 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.10 \A1;0.25 \A1;0.30 \A1;1.35 \A1;0.20 \A1;2.35 \A1;2.35 \A1;0.30 \A1;0.10 \A1;0.40 1 1 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.75 d3/8"@.20 TUBO DE VENT. MALLA DE COBRE CONTRA INSECTOS BRIDA P/ANCLAJE DE SECCION CUADRADA NIPLE TECHO RESERVORIO DETALLE TUBO DE VENTILACION ESC. S/E \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;1.35 \A1;0.30 \A1;0.20 \A1;0.70 -311232.8451558745 \A1;0.30 -311226.0621277888 \A1;0.35 \A1;0.25 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.30 \A1;0.30 \A1;TIPICO: 0.17 \A1;1.95 \A1;2.35 -311226.411447609 \A1;1.95 \A1;1.35 \A1;1.35 \A1;0.75 \A1;0.15 \A1;0.60 \A1;1.10 \A1;0.30 \A1;0.15 \A1;0.45 \A1;0.60 \A1;0.43 \A1;0.30 \A1;0.43 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.42 \A1;0.15 \A1;0.15 \A1;0.43 \A1;2.50 \A1;1.75 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.20 \A1;1.35 \A1;0.20 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.35 \A1;0.25 TARRAJEOS Y DERRAMES 2 2 C° ARMADO: f'c =210 Kg/cm Solado: C° f'c = 100 Kg/cm Long. mínimo gancho = .15 m Ø 1/4" = .30 m. Ø 3/8" = .40 m. Ø 1/2" = .50 m. TRASLAPES RECUBRIMIENTOS MINIMOS: ACERO Muros = 2 cms. Losa de fondo = 4 cms. Caseta de Válvulas: ver plano TUBERIA Y ACCESORIOS Exterior 1:5 e=1.5 cms. Interior 1:1 e=2.0 cms. CONCRETO Losa superior = 2 cms. ESPECIFICACIONES TECNICAS 5 5 5 5 5 5 5 5 \A1;DETALLE 2: WATER STOP EN MURO ESC:1/10 \A1;DETALLE 1: ROMPE AGUA ESC:1/10 correspondiente 5 5 5 5 ARMADURA LOSA DEL TECHO A A TAPA 0.60mx0.60m PROYECCION 5 5 PELDAÑOS d3/8"@.30 TUBERIA DE TUB. DE VENTILACION d3" (CON REJILLA DE PROTECCION EN LA SALIDA) PLANTA CORTE A-A d3/8"@.30 0.80 1.50 0.90 .70 1.50 ESQUEMA DE ARMADRURA DE LOS MUROS Nro. 3 Nro. 1 Nro. 2 PLANTA: ARMADURA NIV. AGUA d3/4"@.30 (VER DETALLE) d1/2"@.20 d3/8"@.20 Nro. 3 d3/8"@.17 d3/8"@.17 Nro. 2 ESC. 1:15 S/E ESC. 1:20 ESC. 1:20 ESC. 1:15 VENTILACION d3" 5 TAPA METALICA TIPO T-1 5 5 5 5 5 5 5 2d3/8"@0.15 AL RESERVORIO PELDAÑOS DE ENTRADA ESC. 1:10 DETALLE: d3/4"@0.30 5 5 5 2d3/8" ADICIONALES NO SE MUESTRA LA ARMADURA DE LA CUBA CT=+0.00 NPT=-0.72 5 5 5 5 5 5 5 5 5 5 \A1;ver detalle \A1;N\A1;º\A1; 02 \A1;ver detalle \A1;N\A1;º\A1; 01 5 \A1;0.025 \A1;0.025 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 5 5 5 NTT=+0.73 NTT=-0.12 \W2.14050; \A1;DETALLE:\A1; ENCUENTRO EN \W2.14050; \A1;ESQUINAS ESC:1/10 TUBO DE VENT. d3" MALLA DE COBRE CONTRA INSECTOS BRIDA P/ANCLAJE DE SECCION CUADRADA NIPLE TECHO RESERVORIO DETALLE: TUBO DE VENTILACION ESC. S/E ARMADURA TAPA 5 5 5 5 5 5 5 TAPA METALICA 0.60mx0.60m 5 5 5 5 5 5 d3/8"@.30 5 5 2d3/8" ADICIONALES d3/8"@.30 d3/8"@.30 d3/8"@.30 2d3/8" ADICIONALES d3/8"@.30 d3/8"@.30 TIPICO: 0.17 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 \A1;Hipoclorador de \A1;flujo difusion S=1% SOLADO PROYECCION LOSA DE TECHO f'c=100Kg/cm2 5 5 5 5 5 5 5 CONCRETO f'c=210Kg/cm2 CASETA DE VALVULAS CORTE A-A: ARMADURA ESC. 1:20 d1/2"@.20 d3/8"@.20 Nro. 1 d3/8"@.17 Nro. 2 d3/8"@.17 5 d3/8"@.15 d3/8"@.17 Nro. 3 d3/8"@.20 d3/8"@.25 5 d3/8"@.30 Nro. 1 d3/8"@.20 5 5 SECTOR: ESCALA : A-02 DISEÑO Y DIBUJO: LAMINA : FECHA : UBICACION: PLANO: PROYECTO: INDICADA CPU RESERVORIO CAP= 2.00 m3 APURIMAC GRAU DPTO. PROV. DIST. LOCALIDAD FEBRERO-2016 MUNICIPALIDAD DISTRITAL DE MAMARA \W6.27543; “MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y SANEAMIENTO \W6.27543; BASICO EN LOS SECTORES DE HUARUCHACA, ILLAUPO, ACETA, CORURO, DEL \W6.27543; DISTRITO DE MAMARA PROVINCIA DE GRAU - APURIMAC” MAMARA CORURO Coruro

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, cap, DETAIL, details, drinking, DWG, kläranlage, plano, reservoir, silver, tank, treatment plant, water