{"id":29109,"date":"2017-08-11T00:11:58","date_gmt":"2017-08-11T00:11:58","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-6-a-materials\/"},"modified":"2018-01-26T15:35:36","modified_gmt":"2018-01-26T20:35:36","slug":"section-6-a-materials","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/es\/city-hall\/public-works\/engineering-division\/section-6-a-materials\/","title":{"rendered":"Secci\u00f3n 6 A. Materiales"},"content":{"rendered":"<\/p>\n\n\n\n
MATERIALES<\/caption>\n
\n

SECCI\u00d3N 6 DISTRIBUCI\u00d3N DE AGUA<\/p>\n

A. MATERIALES:
\n<\/strong>
\n1.01 Red el\u00e9ctrica:<\/strong><\/p>\n

A. El Departamento de Obras P\u00fablicas de la Ciudad de Miami Beach no permite el uso de tuber\u00edas, accesorios ni v\u00e1lvulas de 10, 14 o 18 pulgadas, excepto las aprobadas para conexiones a tuber\u00edas principales existentes. El di\u00e1metro m\u00ednimo de la l\u00ednea de distribuci\u00f3n es de 8 pulgadas.<\/p>\n

B. Tuber\u00eda de hierro d\u00factil (DIP) con junta restringida, clase 52, fabricada por US Pipe o American Pipe (o equivalente aprobado) de acuerdo con la norma ANSI A21.51, con una presi\u00f3n de trabajo no inferior a 250 libras por pulgada cuadrada (113 kg\/cm\u00b2). El revestimiento interior de la tuber\u00eda ser\u00e1 de mortero de cemento, seg\u00fan la norma ANSI A21.4 y AWWA C 104. El revestimiento exterior ser\u00e1 de asfalto, de aproximadamente una mil\u00e9sima de pulgada (2,54 mm) de espesor, seg\u00fan lo especificado en AWWA C 151. Todas las tuber\u00edas y accesorios estar\u00e1n revestidos con polietileno, de acuerdo con los requisitos de la norma ANSI A21.5, y tendr\u00e1n un espesor m\u00ednimo de 8 mil\u00e9simas de pulgada (203 mm).<\/p>\n

C. Las juntas de caucho DIP y el lubricante deber\u00e1n cumplir con los requisitos aplicables de la norma ANSI A21.11<\/p>\n

D. Las tuber\u00edas de PVC deber\u00e1n ser tuber\u00edas de presi\u00f3n ASTM 1120 con di\u00e1metro exterior de hierro, Clase 150 (DR 18), conforme a la norma ANSI\/AWWA C-900 o C-905, \u00faltima revisi\u00f3n. La tuber\u00eda deber\u00e1 estar impregnada con pigmento azul y utilizar juntas de goma a presi\u00f3n. La tuber\u00eda de PVC se instalar\u00e1 de acuerdo con la Gu\u00eda para la Instalaci\u00f3n de Tuber\u00edas de Presi\u00f3n de PVC para Sistemas Municipales de Distribuci\u00f3n de Agua de la Asociaci\u00f3n de Tuber\u00edas Pl\u00e1sticas Uni-Bell.<\/p>\n

1.02 Accesorios y accesorios para la red el\u00e9ctrica<\/p>\n

A. Los accesorios y accesorios de hierro fundido d\u00factil deber\u00e1n tener una presi\u00f3n nominal de 250 PSI.<\/p>\n

B. Los accesorios y accesorios deber\u00e1n estar revestidos con mortero de cemento, de acuerdo con la norma ANSI A21.4. El exterior de los accesorios y accesorios deber\u00e1 estar recubierto con una capa asf\u00e1ltica de aproximadamente una mil\u00e9sima de pulgada de espesor, seg\u00fan la \u00faltima revisi\u00f3n de la norma AWWA C151.<\/p>\n

C. El espesor m\u00ednimo de pared de la tuber\u00eda deber\u00e1 ser Clase 52 para di\u00e1metros de 6\u2033 y mayores.<\/p>\n

\u00a0<\/p>\n

1.03 V\u00e1lvulas<\/p>\n

A. Las v\u00e1lvulas de mariposa se utilizar\u00e1n en tuber\u00edas principales de agua de m\u00e1s de 12\u2033 de di\u00e1metro:<\/p>\n

1. Ser\u00e1 clase 150B de AWWA.<\/p>\n

2. Deber\u00e1n estar dise\u00f1adas para su instalaci\u00f3n en tuber\u00edas horizontales con el eje de operaci\u00f3n en posici\u00f3n vertical. Las v\u00e1lvulas de mariposa deber\u00e1n cumplir con la norma ANSI\/AWWA C504, \u00faltima revisi\u00f3n.<\/p>\n

3. Deber\u00e1 tener dispositivo limitador de par.<\/p>\n

B. Se utilizar\u00e1n v\u00e1lvulas de compuerta en tuber\u00edas principales de entre 3\u2033 y 12\u2033 de di\u00e1metro.<\/p>\n

1. Deber\u00e1 estar dise\u00f1ado para una presi\u00f3n de trabajo de no menos de 200 libras por pulgada cuadrada con asiento totalmente resistente y conforme a la \u00faltima revisi\u00f3n de ANSI\/AWWA C 504.<\/p>\n

2. Deber\u00e1 tener un disco en la parte superior de la tuerca de operaci\u00f3n, que especifique el n\u00famero de vueltas y la direcci\u00f3n de apertura.<\/p>\n

C. V\u00e1lvulas en l\u00edneas de 3 pulgadas y menores:<\/p>\n

1. Deber\u00e1 ser de bronce con doble disco, v\u00e1stago fijo y apertura a la izquierda (en sentido antihorario) con rueda de accionamiento. No se permitir\u00e1n ruedas de accionamiento de peltre ni de metal fundido; ser\u00e1n totalmente de bronce.<\/p>\n

2. Deber\u00e1 cumplir con la especificaci\u00f3n federal WW-V-54, tipo I, clase B.<\/p>\n

1.04 Cajas de v\u00e1lvulas<\/p>\n

A. Las cajas de hierro fundido ser\u00e1n de extensi\u00f3n con ajuste deslizante y base acampanada. El espesor m\u00ednimo del metal ser\u00e1 de 3\/16 de pulgada. La palabra "W" deber\u00e1 estar en la tapa. Las cajas tendr\u00e1n una longitud que se adapte, sin extenderse completamente, a la profundidad de la tapa requerida sobre la tuber\u00eda en la ubicaci\u00f3n de la v\u00e1lvula. Las cajas ser\u00e1n del n\u00famero 3 para l\u00edneas de 6" o m\u00e1s.<\/p>\n

1.05 Hidrantes contra incendios<\/p>\n

A. Todos los hidrantes contra incendios ser\u00e1n fabricados por American Darling, modelo B-84B-5, con patr\u00f3n roscado. El tama\u00f1o de las boquillas deber\u00e1 cumplir con los requisitos del Departamento de Bomberos de la Ciudad de Miami Beach:<\/p>\n

\u00a0<\/p>\n

1. Tama\u00f1o de rosca y boquilla para manguera: Dos HN de 2-\u00bd\u201d<\/p>\n

2. Rosca de la boquilla de la bomba: Una PN de 4\u2033<\/p>\n

3. Tama\u00f1o, forma, ubicaci\u00f3n y rotaci\u00f3n de la tuerca de operaci\u00f3n: B41 OP NUT OL-Upper<\/p>\n

\u00a0\u00a0<\/p>\n

B. Los hidrantes reutilizados deben tener menos de 10 a\u00f1os. Los hidrantes nuevos deben ser del mismo a\u00f1o.<\/p>\n

\u00a0<\/p>\n

C. El contratista debe inspeccionar y verificar que los equipos roscados y los acoplamientos sean compatibles con los equipos de la ciudad, particularmente las \u201croscas de manguera\u201d.<\/p>\n

1.06 Servicio de agua y l\u00edneas contra incendios<\/p>\n

A. Todas las l\u00edneas de servicio de dos pulgadas (2\u2033) de di\u00e1metro deber\u00e1n ser de tuber\u00eda de polietileno, conforme a las normas AWWA C-901, ASTM D2239 y AASHTO 294 (\u00faltimas revisiones). Los servicios de polietileno que crucen la acera y se conecten a una tuber\u00eda principal de agua en la zona de la zanja se instalar\u00e1n dentro de una tuber\u00eda de hierro negro de cuatro pulgadas (4\u2033) de di\u00e1metro, debajo de la acera y la acera.<\/p>\n

\u00a0\u00a0\u00a0 B. No se permiten tuber\u00edas de cobre ni lat\u00f3n, salvo en condiciones especiales. Utilice tuber\u00edas roscadas o accesorios de compresi\u00f3n. No se permiten uniones soldadas.<\/p>\n

\u00a0\u00a0\u00a0 C. Las tuber\u00edas de hierro d\u00factil de menos de 6\u2033 de di\u00e1metro ser\u00e1n de clase 53.<\/p>\n

\u00a0\u00a0\u00a0 D. Las sillas de toma de tierra deber\u00e1n tener dos (2) correas de acero inoxidable y un tope de corporaci\u00f3n.<\/p>\n

\u00a0 E. Los medidores deber\u00e1n ser suministrados, instalados, reemplazados y\/o mantenidos por la Ciudad.<\/p>\n

\u00a0\u00a0\u00a0 F. Las cajas de medidores deber\u00e1n ser suministradas por el contratista de acuerdo con las especificaciones de la Ciudad.<\/p>\n

\u00a0\u00a0<\/p>\n

1.07 Conjunto de verificaci\u00f3n de detector doble (DDCA)\u00a0<\/p>\n

\u00a0\u00a0\u00a0\u00a0 A. Instale el conjunto de verificaci\u00f3n de detector doble (DDCA) de acuerdo con AWWA M14, \u00faltima revisi\u00f3n.<\/p>\n

\u00a0<\/p>\n

\u00a0\u00a0\u00a0\u00a0 B. Las estructuras abastecidas directamente desde la red p\u00fablica de agua con un suministro de agua auxiliar dedicado al uso del Departamento de Bomberos y disponible para las instalaciones deber\u00e1n estar protegidas del Sistema P\u00fablico de Abastecimiento de Agua mediante un conjunto de prevenci\u00f3n de reflujo (RPBA) con RPZ.<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 .<\/p>\n

\u00a0\u00a0\u00a0\u00a0 C. El conjunto de v\u00e1lvula de retenci\u00f3n doble (DCVA) y el conjunto de prevenci\u00f3n de reflujo por principio de presi\u00f3n reducida (RPBA) se instalar\u00e1n por encima de la elevaci\u00f3n del plano de inundaci\u00f3n.<\/p>\n

D. Todas las tuber\u00edas sobre el nivel del suelo deber\u00e1n ser de cobre o DIP. No se permiten tuber\u00edas de PVC ni galvanizadas.<\/p>\n

E. Los dispositivos de prevenci\u00f3n de reflujo deber\u00e1n estar equipados con soporte vertical y seguridad adecuados.\n<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>","protected":false},"excerpt":{"rendered":"

MATERIALS SECTION 6 WATER DISTRIBUTION A. MATERIALS: 1.01\u00a0Mains: A.\u00a0The City of Miami Beach Public Works Department does not permit the […]<\/p>\n","protected":false},"author":222,"featured_media":0,"parent":28940,"menu_order":183,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_searchwp_excluded":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[],"tags":[],"class_list":["post-29109","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 6 A. 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