Reservoir CilÍNdrico 10m3 3D DWG Detail for AutoCAD

Reservoir CilÍNdrico 10m3 3D DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

Care, Propose, Cosiness, Propose, Care, Deza, Ddc, Dsc, Sdc, Cosiness, plant, Esc., cut, Esc., M. both senses, Lower armor, M., M. both senses, Projection: roof slab, Details: see valve box plane, Sole, Foundation, Bottom slab, Upper armor, Esc., Roof slab, M., Wall, The horiz. Wall, The vertical wall, As slab roof, The horiz. Wall, The vertical wall, As slab roof, The contraction temp., Foundation, Ace slab, Armed: f’c, Ground: f’c, Long Minimum hook, Overlaps, Minimum coatings:, steel, Walls cms., Slab background cms., Valve housing: see corresponding drawing, Pipe fittings, Exterior cms., Interior cms., Spills, Upper slab cms., concrete, Technical specifications, Isometric armor, Perimeter, Cap met. Sanitary, Esc., The contraction temp., Foundation, M. both senses, Ace slab, Waterproofing plaster with sika mortar, Mortar sika, Pressed with pure sika cement, Mortar to give, The slope to the bottom, Main accessory materials, Cant, Und., description, Fc, steel, Vrlla, Fc, Protection sidewalk, Projection: wall, Health education services of the lagoon, Training in operation maintenance of, district Municipality, Installation of potable water infrastructure sanitation, hamlet:, date:, sheet:, Apartment, Prov:, Dist:, Rev:, Approve, Esc .:, Indicated, flat:, agreement:, Circular reservoir of, technical office, District municipality of sucre, recommendations, On the accessories of entrance exit., The entrance opening to the reservoir will not go directly, With the inflow line the hypochlorinator. See plan of, The inside edge of the feed opening will be aligned, Valve hut for more detail, Projection: income, perimeter fence, The reservoir will be enclosed min. With rows of, Wire of posts max., Leaving minimal between walls siege, Pilot project to improve management, District sustainability in water sanitation, July, technical office, District municipality of sucre

Raw text data extracted from CAD file:

\A1;.50 R1.50 \A1;.10 \A1;.30 \A1;.10 .12 5.00 .50 \A1;.40 \A1;.15 \A1;.10 \A1;.10 \A1;.30 \A1;2.60 \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;.12 \A1;5.00 \A1;.12 \A1;.10 \A1;.30 \A1;.30 \A1;.20 \A1;.12 \A1;2.35 \A1;.05 \A1;.60 \A1;.05 \A1;.25 \A1;.30 \A1;.40 \A1;2.50 \A1;.12 \A1;.20 \A1;2.95 \A1;2.50 \A1;.30 \A1;.40 \A1;3.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.30 \A1;.60 \A1;.60 care SM PROPILAS COSUDE PROPILAS care SM DEZA DDC DSC SDC COSUDE PLANTA ESC. 1:100 CORTE A-A ESC. 1:30 A A 1Ø3/8"@.15 m. - Ambos sentidos ARMADURA INFERIOR 1Ø3/8"@.05 Resto @ 15 m. 1Ø3/8"@.30 m. 1Ø3/8"@.15 m. - Ambos sentidos 1Ø3/8"@.30 m. - Ambos sentidos 1Ø3/8"@.25 m. 5 1Ø3/8"@.10 m. Proyección: Losa de Techo 5 DETALLES: Ver Plano de Caja de Válvulas Solado C°: f'c=100 Kg/cm 5 5 5 .12 5.00 5 1 1 1/4 CIMIENTO 1/4 LOSA DE FONDO ARMADURA SUPERIOR ESC. 1:50 1/4 LOSA DE TECHO 1Ø3/8"@.05, Resto @ .15 m. 1Ø3/8"@.30 1/4 MURO As Horiz. Muro As Vertical Muro As Losa de Techo As Horiz. Muro As Vertical Muro As Losa de Techo As Contracción y Temp. As Cimiento As Losa Fondo 2 2 C° ARMADO: f'c =175 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 correspondiente TUBERIA Y ACCESORIOS Exterior 1:5 e=1.5 cms. Interior 1:1 e=2.0 cms. TARRAJEOS Y DERRAMES Losa superior = 2 cms. CONCRETO ESPECIFICACIONES TECNICAS S/ESC. ISOMETRICO DE ARMADURA 5 5 1Ø 3/8" Perimetral TAPA MET. SANITARIA .60X.60 e=1/16" 2 5 5 5 2.60 5 5 5 5 .12 5.00 .12 5 5 5 5 .12 5 5 5 5 5 ESC. 1:50 1Ø3/8"@.25 m. As Contracción y Temp. 5 1Ø3/8"@.10 m. As Cimiento 1Ø3/8"@.30 m. - Ambos sentidos As Losa Fondo 5 2.50 .12 5 2.95 2.50 5 5 3.20 .30 .30 .30 .30 .30 .30 .15 .30 .15 .15 .15 .15 .15 .15 .15 .25 .30 .10 .10 .10 .10 .10 .10 C° f'c=175 Kg/cm 2 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% Mortero 1:5 para dar la pendiente al fondo PRINCIPALES MATERIALES - ACCESORIOS CANT. UND. DESCRIPCION C° f'c = 175 Kg/cm m 3 2 Acero Ø = 3/8" Vrlla. 65 C° f'c = 100 Kg/cm 3 m 2 3.90 1.05 5 5 Vereda de Protección Proyección: Muro 3 SERVICIOS Y EDUCACION SANITARIA DE LA LAGUNA CAPACITACION EN ADMINISTRACION, OPERACION Y MANTENIMIENTO DE LOS MUNICIPALIDAD DISTRITAL INSTALACION DE LA INFRAESTRUCTURA DE AGUA POTABLE Y SANEAMIENTO RURAL, CASERIO: FECHA: LAMINA: DPTO: ----- PROV: DIST: RVDO: APROB: ESC.: Indicada PLANO: CONVENIO: RESERVORIO CIRCULAR DE 25 m OFICINA TECNICA MUNICIPALIDAD DISTRITAL DE SUCRE RECOMENDACIONES sobre los accesorios de ingreso y salida. La abertura de ingreso al reservorio no irá directamente con la tubería de ingreso y el hipoclorador. Ver plano de El borde interior de la abertura de ingreso estará alineada caseta de válvulas para mayor detalle Proyección: Ingreso CERCO PERIMETRAL El reservorio irá cercado mín. con 5 hileras de alambre de puas y postes @ 1.50 m máx. dejando mínimo .60 m entre paredes y cerco PROYECTO PILOTO PARA MEJORAR LA GESTION Y LA SOSTENIBILIDAD DISTRITAL EN AGUA Y SANEAMIENTO ====== ====== ==-=== ------ ------- JULIO 2015 OFICINA TECNICA MUNICIPALIDAD DISTRITAL DE SUCRE

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

Care, Propose, Cosiness, Propose, Care, Deza, Ddc, Dsc, Sdc, Cosiness, plant, Esc., cut, Esc., M. both senses, Lower armor, M., M. both senses, Projection: roof slab, Details: see valve box plane, Sole, Foundation, Bottom slab, Upper armor, Esc., Roof slab, M., Wall, The horiz. Wall, The vertical wall, As slab roof, The horiz. Wall, The vertical wall, As slab roof, The contraction temp., Foundation, Ace slab, Armed: f’c, Flooring: f’c, Long Minimum hook, Overlaps, Minimum coatings:, steel, Walls cms., Slab cms., Valve housing: see corresponding drawing, Pipe fittings, Exterior cms., Interior cms., Spills, Upper slab cms., concrete, Technical specifications, Isometric armor, Perimeter, Cap met. Sanitary, Esc., The contraction temp., Foundation, M. both senses, Ace slab, Waterproofing plaster with sika mortar, Mortar sika, Pressing with pure sika cement, Mortar to give, The slope to the bottom, Main accessory materials, Cant, Und., description, Fc, steel, Vrlla., Fc, Protection sidewalk, Projection: wall, Health care services of the lagoon, Training in operation maintenance of, district Municipality, Installation of potable water infrastructure sanitation, hamlet:, date:, sheet:, Apartment, Prov, Dist:, Rev:, Approve, Esc .:, Indicated, flat:, agreement:, Circular reservoir of, technical office, District municipality of sucre, recommendations, On the accessories of entrance exit., The entrance opening to the reservoir will not go directly, With the inflow line the hypochlorinator. See plan of, The inner edge of the entrance opening will be aligned, Valve hut for more detail, Projection: income, perimeter fence, The reservoir will be enclosed min. With rows of, Wire of posts max., Leaving minimal between walls siege, Pilot project to improve management, District sustainability in water sanitation, July, technical office, District municipality of sucre

Raw text data extracted from CAD file:

\A1;.50 R1.50 \A1;.10 \A1;.30 \A1;.10 .12 5.00 .50 \A1;.40 \A1;.15 \A1;.10 \A1;.10 \A1;.30 \A1;2.60 \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;.12 \A1;5.00 \A1;.12 \A1;.10 \A1;.30 \A1;.30 \A1;.20 \A1;.12 \A1;2.35 \A1;.05 \A1;.60 \A1;.05 \A1;.25 \A1;.30 \A1;.40 \A1;2.50 \A1;.12 \A1;.20 \A1;2.95 \A1;2.50 \A1;.30 \A1;.40 \A1;3.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.30 \A1;.60 \A1;.60 care SM PROPILAS COSUDE PROPILAS care SM DEZA DDC DSC SDC COSUDE PLANTA ESC. 1:100 CORTE A-A ESC. 1:30 A A 1Ø3/8"@.15 m. - Ambos sentidos ARMADURA INFERIOR 1Ø3/8"@.05 Resto @ 15 m. 1Ø3/8"@.30 m. 1Ø3/8"@.15 m. - Ambos sentidos 1Ø3/8"@.30 m. - Ambos sentidos 1Ø3/8"@.25 m. 5 1Ø3/8"@.10 m. Proyección: Losa de Techo 5 DETALLES: Ver Plano de Caja de Válvulas Solado C°: f'c=100 Kg/cm 5 5 5 .12 5.00 5 1 1 1/4 CIMIENTO 1/4 LOSA DE FONDO ARMADURA SUPERIOR ESC. 1:50 1/4 LOSA DE TECHO 1Ø3/8"@.05, Resto @ .15 m. 1Ø3/8"@.30 1/4 MURO As Horiz. Muro As Vertical Muro As Losa de Techo As Horiz. Muro As Vertical Muro As Losa de Techo As Contracción y Temp. As Cimiento As Losa Fondo 2 2 C° ARMADO: f'c =175 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 correspondiente TUBERIA Y ACCESORIOS Exterior 1:5 e=1.5 cms. Interior 1:1 e=2.0 cms. TARRAJEOS Y DERRAMES Losa superior = 2 cms. CONCRETO ESPECIFICACIONES TECNICAS S/ESC. ISOMETRICO DE ARMADURA 5 5 1Ø 3/8" Perimetral TAPA MET. SANITARIA .60X.60 e=1/16" 2 5 5 5 2.60 5 5 5 5 .12 5.00 .12 5 5 5 5 .12 5 5 5 5 5 ESC. 1:50 1Ø3/8"@.25 m. As Contracción y Temp. 5 1Ø3/8"@.10 m. As Cimiento 1Ø3/8"@.30 m. - Ambos sentidos As Losa Fondo 5 2.50 .12 5 2.95 2.50 5 5 3.20 .30 .30 .30 .30 .30 .30 .15 .30 .15 .15 .15 .15 .15 .15 .15 .25 .30 .10 .10 .10 .10 .10 .10 C° f'c=175 Kg/cm 2 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% Mortero 1:5 para dar la pendiente al fondo PRINCIPALES MATERIALES - ACCESORIOS CANT. UND. DESCRIPCION C° f'c = 175 Kg/cm m 3 2 Acero Ø = 3/8" Vrlla. 65 C° f'c = 100 Kg/cm 3 m 2 3.90 1.05 5 5 Vereda de Protección Proyección: Muro 3 SERVICIOS Y EDUCACION SANITARIA DE LA LAGUNA CAPACITACION EN ADMINISTRACION, OPERACION Y MANTENIMIENTO DE LOS MUNICIPALIDAD DISTRITAL INSTALACION DE LA INFRAESTRUCTURA DE AGUA POTABLE Y SANEAMIENTO RURAL, CASERIO: FECHA: LAMINA: DPTO: ----- PROV: DIST: RVDO: APROB: ESC.: Indicada PLANO: CONVENIO: RESERVORIO CIRCULAR DE 25 m OFICINA TECNICA MUNICIPALIDAD DISTRITAL DE SUCRE RECOMENDACIONES sobre los accesorios de ingreso y salida. La abertura de ingreso al reservorio no irá directamente con la tubería de ingreso y el hipoclorador. Ver plano de El borde interior de la abertura de ingreso estará alineada caseta de válvulas para mayor detalle Proyección: Ingreso CERCO PERIMETRAL El reservorio irá cercado mín. con 5 hileras de alambre de puas y postes @ 1.50 m máx. dejando mínimo .60 m entre paredes y cerco PROYECTO PILOTO PARA MEJORAR LA GESTION Y LA SOSTENIBILIDAD DISTRITAL EN AGUA Y SANEAMIENTO ====== ====== ==-=== ------ ------- JULIO 2015 OFICINA TECNICA MUNICIPALIDAD DISTRITAL DE SUCRE

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	Car Parking Lot
Tags	autocad, construction, cuts, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, reservoir, sizing, specification, supply, treatment plant, wasserversorgung, water