{"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\/fr\/city-hall\/public-works\/engineering-division\/section-6-a-materials\/","title":{"rendered":"Section 6 A. Mat\u00e9riaux"},"content":{"rendered":"<\/p>\n\n\n\n
MAT\u00c9RIELS<\/caption>\n
\n

SECTION 6 DISTRIBUTION DE L'EAU<\/p>\n

A. MAT\u00c9RIAUX :
\n<\/strong>
\n1.01 Plats principaux :<\/strong><\/p>\n

A. Le service des travaux publics de la ville de Miami Beach n'autorise pas l'utilisation de tuyaux, raccords ou vannes de 10, 14 ou 18 pouces, sauf autorisation pour les raccordements aux conduites existantes. Le diam\u00e8tre minimal des conduites de distribution est de 8 pouces.<\/p>\n

B. Tuyau en fonte ductile (DIP) \u00e0 joint retenu de classe 52, fabriqu\u00e9 par US Pipe ou American Pipe (ou \u00e9quivalent approuv\u00e9) conform\u00e9ment \u00e0 la norme ANSI A21.51, pression de service minimale de 250 livres par pouce carr\u00e9. Le rev\u00eatement int\u00e9rieur du tuyau doit \u00eatre en mortier de ciment, conform\u00e9ment aux normes ANSI A21.4 et AWWA C 104. Le rev\u00eatement ext\u00e9rieur doit \u00eatre un rev\u00eatement asphaltique d'environ 1 mil d'\u00e9paisseur, conform\u00e9ment \u00e0 la norme AWWA C151. Tous les tuyaux et raccords doivent \u00eatre envelopp\u00e9s de poly\u00e9thyl\u00e8ne conform\u00e9ment aux exigences de la norme ANSI A21.5 et avoir une \u00e9paisseur minimale de 8 mils.<\/p>\n

C. Les joints en caoutchouc DIP et le lubrifiant doivent \u00eatre conformes aux exigences applicables de la norme ANSI A21.11<\/p>\n

D. Les tuyaux en PVC doivent \u00eatre des tuyaux sous pression ASTM 1120 avec un diam\u00e8tre ext\u00e9rieur en fonte, classe 150 (DR 18), conformes \u00e0 la norme ANSI\/AWWA C-900 ou C-905, derni\u00e8re r\u00e9vision. Ils doivent \u00eatre impr\u00e9gn\u00e9s de pigment bleu et munis de joints en caoutchouc \u00e0 embo\u00eeter. L'installation des tuyaux en PVC doit \u00eatre conforme au Guide d'installation des tuyaux sous pression en PVC pour les r\u00e9seaux de distribution d'eau municipaux de l'Uni-Bell Plastic Pipe Association.<\/p>\n

1.02 Raccords et accessoires pour conduites principales<\/p>\n

A. Les raccords et accessoires en fonte ductile doivent avoir une pression nominale de 250 PSI<\/p>\n

B. Les raccords et accessoires doivent \u00eatre rev\u00eatus de mortier de ciment conform\u00e9ment \u00e0 la norme ANSI A21.4. L'ext\u00e9rieur des raccords et accessoires doit \u00eatre recouvert d'un rev\u00eatement asphaltique d'environ un milli\u00e8me de pouce d'\u00e9paisseur, conform\u00e9ment \u00e0 la derni\u00e8re r\u00e9vision de la norme AWWA C151.<\/p>\n

C. L'\u00e9paisseur minimale de la paroi du tuyau doit \u00eatre de classe 52 pour un diam\u00e8tre de 6 pouces et plus.<\/p>\n

\u00a0<\/p>\n

1.03 Vannes<\/p>\n

A. Les vannes papillon doivent \u00eatre utilis\u00e9es sur les conduites d'eau d'un diam\u00e8tre sup\u00e9rieur \u00e0 12 pouces :<\/p>\n

1. Sera de classe AWWA 150B.<\/p>\n

2. Les vannes papillon doivent \u00eatre con\u00e7ues pour \u00eatre install\u00e9es sur une canalisation horizontale avec un arbre de commande en position verticale. Elles doivent \u00eatre conformes \u00e0 la norme ANSI\/AWWA C504, derni\u00e8re r\u00e9vision.<\/p>\n

3. Doit \u00eatre \u00e9quip\u00e9 d'un dispositif de limitation de couple.<\/p>\n

B. Les robinets-vannes doivent \u00eatre utilis\u00e9s sur les conduites principales d'un diam\u00e8tre de 3 \u00e0 12 pouces.<\/p>\n

1. Doit \u00eatre con\u00e7u pour une pression de service d'au moins 200 livres par pouce carr\u00e9 avec un si\u00e8ge enti\u00e8rement r\u00e9silient et conforme \u00e0 la derni\u00e8re r\u00e9vision de la norme ANSI\/AWWA C 504.<\/p>\n

2. Doit avoir un disque sur le dessus de l'\u00e9crou de commande, sp\u00e9cifiant le nombre de tours et le sens d'ouverture.<\/p>\n

C. Vannes sur les conduites de 3 pouces et moins :<\/p>\n

1. Doit \u00eatre en bronze, avec double disque, tige fixe et ouverture \u00e0 gauche (sens antihoraire) avec volant de man\u0153uvre. Les volants de man\u0153uvre en \u00e9tain et en bronze ne sont pas autoris\u00e9s. Doit \u00eatre enti\u00e8rement en bronze.<\/p>\n

2. Doit \u00eatre conforme \u00e0 la sp\u00e9cification f\u00e9d\u00e9rale WW-V-54, type I, classe B<\/p>\n

1.04 Bo\u00eetes \u00e0 vannes<\/p>\n

A. Les bo\u00eetes en fonte doivent \u00eatre extensibles, avec r\u00e9glage coulissant et base \u00e9vas\u00e9e. L'\u00e9paisseur minimale du m\u00e9tal doit \u00eatre de 3\/16 po. Le mot \u00ab\u00a0W\u00a0\u00bb doit figurer sur le couvercle. La longueur des bo\u00eetes doit \u00eatre adapt\u00e9e, sans extension compl\u00e8te, \u00e0 la profondeur de recouvrement requise au-dessus de la conduite \u00e0 l'emplacement de la vanne. Les bo\u00eetes doivent \u00eatre de type n\u00b0\u00a03 pour les conduites de 6 po et plus.<\/p>\n

1.05 Bornes d'incendie<\/p>\n

A. Toutes les bornes d'incendie doivent \u00eatre fabriqu\u00e9es par American Darling, mod\u00e8le B-84B-5, avec un filetage. Les dimensions des buses doivent \u00eatre conformes aux exigences du service d'incendie de la ville de Miami Beach\u00a0:<\/p>\n

\u00a0<\/p>\n

1. Taille du filetage et de la buse du tuyau : Deux 2-\u00bd\u201d HN<\/p>\n

2. Filetage de la buse de la pompe : Un PN 4\u2033<\/p>\n

3. Taille, forme, emplacement et rotation de l'\u00e9crou de commande : B41 OP NUT OL-Upper<\/p>\n

\u00a0\u00a0<\/p>\n

B. Les bornes d'incendie r\u00e9utilis\u00e9es doivent avoir moins de 10 ans. Les nouvelles bornes d'incendie doivent \u00eatre du m\u00eame fabricant que celui de l'ann\u00e9e en cours.<\/p>\n

\u00a0<\/p>\n

C. L'entrepreneur doit inspecter et v\u00e9rifier que l'\u00e9quipement filet\u00e9 et les raccords sont compatibles avec l'\u00e9quipement de la ville, en particulier les \u00ab filetages de tuyaux \u00bb.<\/p>\n

1.06 Conduites d'eau et d'incendie<\/p>\n

A. Toutes les conduites de service de deux pouces (2\u2033) de diam\u00e8tre doivent \u00eatre en poly\u00e9thyl\u00e8ne, conformes aux normes AWWA C-901, ASTM D2239 et AASHTO 294 (derni\u00e8res r\u00e9visions). Les conduites en poly\u00e9thyl\u00e8ne traversant une chauss\u00e9e et se raccordant \u00e0 une conduite d'eau principale dans la zone de rigole doivent \u00eatre install\u00e9es dans un manchon en fonte noire de quatre pouces (4\u2033) de diam\u00e8tre, sous la chauss\u00e9e et le trottoir.<\/p>\n

\u00a0\u00a0\u00a0 B. Les tuyaux en cuivre ou en laiton ne sont pas autoris\u00e9s, sauf conditions particuli\u00e8res. Utilisez des tuyaux filet\u00e9s ou des raccords \u00e0 compression. Les soudures sont interdites.<\/p>\n

\u00a0\u00a0\u00a0 C. Les tuyaux en fonte ductile de moins de 6 pouces de diam\u00e8tre doivent \u00eatre de classe 53.<\/p>\n

\u00a0\u00a0\u00a0 D. Les selles de taraudage doivent avoir deux (2) sangles en acier inoxydable et un arr\u00eat de canalisation.<\/p>\n

\u00a0 E. Les compteurs doivent \u00eatre fournis, install\u00e9s, remplac\u00e9s et\/ou entretenus par la Ville.<\/p>\n

\u00a0\u00a0\u00a0 F. Les bo\u00eetiers de compteurs doivent \u00eatre fournis par l'entrepreneur conform\u00e9ment aux sp\u00e9cifications de la Ville.<\/p>\n

\u00a0\u00a0<\/p>\n

1.07 Ensemble de contr\u00f4le du d\u00e9tecteur double (DDCA)\u00a0<\/p>\n

\u00a0\u00a0\u00a0\u00a0 A. Installez l'ensemble de contr\u00f4le du d\u00e9tecteur double (DDCA) conform\u00e9ment \u00e0 la norme AWWA M14, derni\u00e8re r\u00e9vision.<\/p>\n

\u00a0<\/p>\n

\u00a0\u00a0\u00a0\u00a0 B. Les structures directement aliment\u00e9es par le r\u00e9seau public d'eau avec une alimentation en eau auxiliaire d\u00e9di\u00e9e \u00e0 l'usage des pompiers et disponible pour les locaux doivent \u00eatre prot\u00e9g\u00e9es du r\u00e9seau public d'eau par un ensemble anti-retour (RPBA) avec 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. L'ensemble de clapet anti-retour double (DCVA) et l'ensemble de pr\u00e9vention du reflux \u00e0 principe de pression r\u00e9duite (RPBA) doivent \u00eatre install\u00e9s au-dessus de l'\u00e9l\u00e9vation du plan d'inondation.<\/p>\n

D. Toute la tuyauterie au-dessus du niveau du sol doit \u00eatre en cuivre ou DIP. Aucun tuyau en PVC ou galvanis\u00e9 n'est autoris\u00e9.<\/p>\n

E. Les dispositifs anti-retour doivent \u00eatre \u00e9quip\u00e9s d'un support vertical et d'une s\u00e9curit\u00e9 appropri\u00e9s.\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":"","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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