Reservoir Ferrecemento DWG Detail for AutoCAD

Reservoir Ferrecemento DWG Detail for AutoCAD

Water reservoir five meters in diameter; circular; courteous; elevations; constructive details

Drawing labels, details, and other text information extracted from the CAD file:

armadura de cúpula planta, concrete tile, gold, gray semigloss, concrete tile, gold, gray semigloss, concrete tile, gold, gray semigloss, concrete tile, gold, gray semigloss, concrete tile, gold, gray semigloss, concrete tile, gold, gray semigloss, sumidero, tuberia pvc sap, entrada, desague, rebose, salida, by pass, de inspeccion, de cimentacion, alfajías perimetrales, tabla de, alternativa madera machimbrada, tripley madera contrachapada, armado típico de encofrado de pared, nivel maximo, hexagonal dos capas, malla de, hasta de altura, nivel maximo, ingreso, desague, rebose, by pass, entra, salida, corte, boca de visita, c:h, cimiento, c:h, de concreto ciclopeo, exagonal, impermeabilizado, escalera, especificaciones tecnicas, módulo de finura:, diámetro de mm tamiz bien lavada., portland tipo ms, limpia, hexagonal la de, negro, del mortero al peso, cemento arena relación, mínima de suelo, menor que realizar mejoramiento., se debe rellenar alrededor del tanque., de tubería perforada de, paredes cúpula con, de tabla tripley, buzon de, inspeccion, fierro paralelo, fierro perimetral cada, fierro meridonial, hexagonal, de doblado para empotrar en pared, detalle junta:, nivel maximo, hexagonal, hexagonal, de brea, proyecto, plano, topografia, departamento, la libertad, alcalde, sarin, escala, indicada, cad, fecha, sector, consultor, distrito, provincia, lamina nº, municipalidad distrital de sarin, reservorio circular, planta corte detalles, tuberia perforada pvc, plástico papel alquitrán, detalle de drenaje, solado de concreto, mínimo, grava gruesa, gravilla, detalle armado, piso pared, ubicación de drenes, planta, forma general del encofrado de cúpula, armadura de cúpula planta, armado de losa de fondo

Raw text data extracted from CAD file:

\A1;0.40 \A1;0.40 \A1;4.70 \A1;0.15 \A1;0.15 \A1;0.50 \A1;R2.35 \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.80 \A1;3.08 \A1;1.47 \A1;2.35 \A1;20.00 \A1;0.30 \A1;0.90 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.15 \A1;30.00 \A1;30.00 \A1;30.00 \A1;0.15 \A1;30.00 \A1;0.40 \A1;0.05 \A1;0.60 \A1;0.10 \A1;0.15 \A1;0.15 \A1;1.32 \A1;0.15 \A1;0.15 \A1;1.01 \A1;0.20 \A1;0.31 \A1;0.125 \A1;0.10 -126.1766916443261 \A1;1.60 \A1;0.69 \A1;0.57 \A1;0.48 Armadura de Cúpula - Planta \A1; CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "1") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRAY SEMIGLOSS 0.6627,0.6627,0.6627 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.82") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 5 5 S=1% Sumidero 0.40 x 0.40m 1.50m 1.00m 0.75m 0.60m TUBERIA PVC SAP Ø4" L=10.00m S=1% Entrada Desague Rebose Salida By Pass \A1;ESCALERA DE F°G° Ø3/4" \A1;BUZON DE INSPECCION A A 5 5 5 5 \A1;PROYECCION DE CIMENTACION 5 5 5 5 5 Alfajías perimetrales Tabla de 1.90 x 25cm Alternativa I Madera machimbrada Tripley o madera contrachapada 1.00 1.90 Armado Típico de Encofrado de Pared Nivel Maximo \A1;PERIMETRAL Ø3/8" \A1;MERIDIONALES 34 Ø3/8" \A1;PARALELOS Ø 3/8" \A1;MALLA HEXAGONAL DOS CAPAS 3/8" 5 \A1;1Ø1/4" \A1;Ø1/2"@0.10m \A1;Ø1/2"@0.15m 5 MALLA DE 1/2"@0.10 HASTA 0.75m DE ALTURA \A1;1.20 2.35 0.10 20.00 Nivel Maximo 0.30 Ingreso Desague Rebose By Pass Entra Salida 0.90 0.15 1.00 0.15 \A1;4.70 S=1% 0.15 30.00 30.00 30.00 0.15 30.00 Corte A-A 0.40 Boca de visita 0.60x0.60m f'c=175 kg/cm2 0.05 0.60 C:H 1:10+30%PG Cimiento Cimiento C:H 1:10+30%PG \A1;SOLADO DE CONCRETO CICLOPEO \A1;MALLA EXAGONAL 1/2" \A1;ENLUCIDO IMPERMEABILIZADO Escalera F° G° 3/4" \A1;2.05 0.15 \A1;1.58 0.15 1.32 0.15 \A1;1.58 0.15 5 5 5 \A1;2.30 \A1;f'c=210 kg/cm2 \A1;f'c=210 kg/cm2 \A1;f'c=210 kg/cm2 \A1;f'c=210 kg/cm2 0.125 ESPECIFICACIONES TECNICAS -Arena : Módulo de Finura: 2.40 ó 2.60 Diámetro de 4.75 mm Tamiz N° 4 bien lavada. -Cemento Portland Tipo MS -Agua limpia -Mallas hexagonal o gallinero, la de 5/8" -Fierro Ø ¼", fy=4200 kg/cm2 -Alambre negro N°8 -Dosificación del mortero al peso 1:2:0.48, cemento - arena - relación agua/cemento. -Resistencia mínima de suelo 1 kg/cm2, Menor que 1 kg/cm2, realizar mejoramiento. -No se debe rellenar alrededor del tanque. -Drenes de Tubería Perforada de Ø4" -Fondo, Paredes y Cúpula con C° f'c=210 kg/cm2 \A1;ALFAJIAS \A1;SECTOR DE TABLA TRIPLEY BUZON DE INSPECCION 5 5 10 15 20 27 35 42 47 47 Fierro paralelo Ø3/8" Fierro perimetral Ø3/8" cada 0.15m Fierro meridonial 34 Ø1/4" \A1;SUMIDERO 5 \A1;MALLA HEXAGONAL 5/8" \A1;LONGITUD DE DOBLADO PARA EMPOTRAR EN PARED L=0.30 \A1;34 Ø3/8" Detalle Junta: Nivel Maximo \A1;MALLA HEXAGONAL Ø5/8" \A1;Ø1/4" \A1;1 Ø3/8" \A1;1 Ø3/8" \A1;MALLA HEXAGONAL Ø5/8" \A1;MALLA Ø1/4"@0.15 Pared-Cúpula \A1;JUNTA DE BREA PROYECTO : PLANO : TOPOGRAFIA : DEPARTAMENTO : LA LIBERTAD ALCALDE : SARIN ESCALA : INDICADA CAD : FECHA : RC-01 SECTOR : CONSULTOR : DISTRITO : PROVINCIA : LAMINA Nº : MUNICIPALIDAD DISTRITAL DE SARIN RESERVORIO CIRCULAR PLANTA CORTE Y DETALLES TUBERIA PERFORADA PVC Ø4" Plástico o papel alquitrán DETALLE DE DRENAJE 5 5 Solado de concreto Mínimo Grava gruesa Gravilla Detalle Armado Piso - Pared Pared-Cupula Ubicación de Drenes Planta Forma General del Encofrado de Cúpula Armadura de Cúpula - Planta Armado de Losa de fondo

Language	English
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, circular, constructive, courteous, DETAIL, details, diameter, DWG, einrichtungen, elevations, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, meters, provision, reservoir, wasser bestimmung, water, water reservoir