{"id":29124,"date":"2017-08-11T00:12:06","date_gmt":"2017-08-11T00:12:06","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-7-4-special-considerations\/"},"modified":"2018-01-26T15:36:51","modified_gmt":"2018-01-26T20:36:51","slug":"section-7-4-special-considerations","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/fr\/city-hall\/public-works\/engineering-division\/section-7-4-special-considerations\/","title":{"rendered":"Section 7 4. Consid\u00e9rations particuli\u00e8res"},"content":{"rendered":"<\/p>\n

SECTION 7 SYST\u00c8ME DE COLLECTE GRAVIQUE DES \u00c9GOUTS SANITAIRES<\/p>\n

4. CONSID\u00c9RATIONS PARTICULI\u00c8RES<\/strong><\/p>\n

A. . Crit\u00e8res de conception :<\/p>\n

1. Pentes minimales : Les conduites d'\u00e9gout gravitaires doivent \u00eatre con\u00e7ues et construites pour atteindre des vitesses de r\u00e9curage, lorsqu'elles s'\u00e9coulent \u00e0 plein r\u00e9gime, d'au moins 2,0 pieds par seconde, sur la base de la formule de Manning utilisant une valeur \u00ab n \u00bb de 0,013.<\/p>\n

2. Dimensions minimales des conduites\u00a0: Les conduites d'\u00e9gout gravitaires doivent avoir un diam\u00e8tre minimal de 8 pouces. Les conduites lat\u00e9rales doivent avoir un diam\u00e8tre minimal de 6 pouces pour les r\u00e9sidences unifamiliales et de 8 pouces pour les immeubles multifamiliaux et non r\u00e9sidentiels. Elles doivent \u00eatre raccord\u00e9es \u00e0 la conduite principale par un regard.<\/p>\n

3. Des regards doivent \u00eatre install\u00e9s \u00e0 l'extr\u00e9mit\u00e9 de chaque ligne, \u00e0 tous les changements de pente, de taille ou d'alignement, \u00e0 toutes les intersections de conduites principales et avec des distances de ligne ne d\u00e9passant pas 400 pieds entre les regards.<\/p>\n

4. Lorsque les conduites d'\u00e9gout gravitaires se croisent au-dessus des lignes de flottaison, le tuyau d'\u00e9gout sur une distance de 6 pieds (s\u00e9paration de tuyau \u00e0 tuyau) de chaque c\u00f4t\u00e9 du croisement doit \u00eatre en DIP ou en PVC C900\/C905, sans joint plus proche horizontalement \u00e0 moins de 3 pieds du croisement (s\u00e9paration de tuyau \u00e0 tuyau).<\/p>\n

5. Les mat\u00e9riaux de tuyauterie suivants doivent \u00eatre utilis\u00e9s en fonction de la profondeur verticale de la couverture et des emplacements, sauf indication contraire des calculs en raison d'une charge particuli\u00e8re ou d'autres conditions :<\/p>\n

a) Zone de rigole non pav\u00e9e :<\/p>\n

\u00a0 COUVERTURE < 30\u2033-36\u2033 : Utilisez un tuyau en PVC C-900 ou en fonte ductile.<\/p>\n

\u00a0 COUVERTURE > 3 pieds : SDR 35 ou C-900<\/p>\n

\nb) Zones pav\u00e9es :<\/p>\n

\u00a0COUVERTURE < 30\u2033-36\u2033 : Utilisez un tuyau en PVC C-900 ou en fonte ductile avec une dalle de b\u00e9ton par-dessus, conform\u00e9ment aux d\u00e9tails standard.<\/p>\n

\u00a0COUVERTURE > 3 pieds : Utilisez un tuyau en PVC C-900 ou en fonte ductile.<\/p>\n

B. L'entrepreneur doit se conformer \u00e0 toutes les dispositions applicables de la loi de 1970 sur la s\u00e9curit\u00e9 et la sant\u00e9 au travail, en g\u00e9n\u00e9ral, ainsi qu'\u00e0 toutes ses modifications et r\u00e9visions ult\u00e9rieures, et plus particuli\u00e8rement aux dispositions relatives \u00e0 l'acc\u00e8s aux espaces confin\u00e9s et \u00e0 la loi sur la s\u00e9curit\u00e9 des tranch\u00e9es. Les co\u00fbts de mise en conformit\u00e9 doivent \u00eatre inclus dans le co\u00fbt unitaire de l'installation des canalisations.<\/p>\n

C. L'entrepreneur est tenu de fournir un plan de maintenance de la circulation (MT) approuv\u00e9 et de mener ses op\u00e9rations de mani\u00e8re \u00e0 ce que, gr\u00e2ce \u00e0 des dispositifs d'avertissement tels que des c\u00f4nes de signalisation, des barri\u00e8res et des feux de signalisation, et \u00e0 l'intervention de personnel tel que des signaleurs et des policiers en uniforme, le public soit d\u00fbment averti des dangers du chantier, comme l'ing\u00e9nieur municipal le juge n\u00e9cessaire. En cas de travaux dans les regards, l'entrepreneur doit pr\u00e9voir des mesures de s\u00e9curit\u00e9 pour parer \u00e0 toute d\u00e9faillance structurelle et\/ou inondation \u00e9ventuelle. Ces mesures peuvent inclure, sans s'y limiter, des \u00e9chelles en position pour permettre une \u00e9vacuation rapide\u00a0; des harnais de s\u00e9curit\u00e9\u00a0; du mat\u00e9riel de pompage de secours\u00a0; des r\u00e9serves d'air suppl\u00e9mentaires\u00a0; et toute autre mesure requise par la situation et les bonnes pratiques de construction.<\/p>\n

D. Les anneaux de rehausse ne seront pas autoris\u00e9s pour ajuster les regards \u00e0 la pente finale, sauf approbation sp\u00e9cifique de l'ing\u00e9nieur de la ville.<\/p>\n

E. Pompage de d\u00e9rivation des \u00e9gouts :<\/p>\n

1. Le d\u00e9bit des \u00e9gouts sanitaires doit \u00eatre contr\u00f4l\u00e9 sur le tron\u00e7on de canalisation et les stations de pompage o\u00f9 les travaux sont effectu\u00e9s. En aucun cas, des portions du r\u00e9seau ne peuvent \u00eatre mises hors service pendant une dur\u00e9e sup\u00e9rieure \u00e0 celle approuv\u00e9e par le Service des travaux publics de la Ville.<\/p>\n

2. L'entrepreneur sera responsable d'\u00e9valuer les conditions et les capacit\u00e9s des conduites d'\u00e9gout et des stations de pompage existantes, en coordination avec le service des travaux publics de la ville de Miami Beach, et de tenir compte des d\u00e9bits dans le plan de travail du projet afin de mettre en \u0153uvre un plan de pompage de d\u00e9rivation acceptable sans frais suppl\u00e9mentaires pour la ville.<\/p>\n

3. Un pompage de d\u00e9rivation sera n\u00e9cessaire pour toute reconstruction d'\u00e9gouts et de stations de pompage entra\u00eenant la fermeture des installations existantes. L'entrepreneur devra fournir les pompes, conduits et autres \u00e9quipements n\u00e9cessaires non seulement pour d\u00e9tourner le d\u00e9bit autour de la station de pompage, du regard ou de la section de canalisation concern\u00e9e, mais aussi pour acheminer le d\u00e9bit vers les conduites d'\u00e9gout et\/ou les stations de pompage en aval, sans surco\u00fbt.<\/p>\n

4. Les syst\u00e8mes de d\u00e9rivation doivent avoir une capacit\u00e9 suffisante pour g\u00e9rer les d\u00e9bits existants et les d\u00e9bits suppl\u00e9mentaires pouvant survenir en p\u00e9riode de mar\u00e9e haute ou de pluie. Outre le syst\u00e8me de pompage de d\u00e9rivation principal, un syst\u00e8me de pompage de secours, tel qu'un camion-citerne d'une capacit\u00e9 minimale de 1\u00a0000 gallons, doit \u00eatre disponible dans l'heure qui suit en cas d'urgence.<\/p>\n

5. L\u2019entrepreneur sera responsable de fournir la main-d\u2019\u0153uvre, l\u2019\u00e9nergie et la supervision n\u00e9cessaires \u00e0 la mise en place et \u00e0 l\u2019exploitation des syst\u00e8mes de pompage et de d\u00e9rivation.<\/p>\n

6. Lorsque le pompage est en cours, tous les moteurs de pompe doivent \u00eatre \u00e9quip\u00e9s de mani\u00e8re \u00e0 r\u00e9duire au minimum le bruit de la pompe afin de se conformer aux ordonnances de la Ville sur le bruit.<\/p>\n

7. L'entrepreneur doit assurer la pr\u00e9sence permanente de personnel lors des op\u00e9rations de contournement des \u00e9gouts sanitaires. Le contournement des \u00e9gouts sanitaires sur les routes ou dans les zones de circulation pi\u00e9tonne ne doit pas constituer un danger pour les pi\u00e9tons ou la circulation.<\/p>\n

8. L'entrepreneur doit fournir un plan d'entretien de la circulation (MOT) approuv\u00e9 et obtenir tous les permis de passage et r\u00e9glementaires requis avant de commencer tout travail.<\/p>\n

F. Tel que construit :<\/p>\n

Avant la r\u00e9ception d\u00e9finitive, deux exemplaires des plans d'ex\u00e9cution certifi\u00e9s par un g\u00e9om\u00e8tre-expert et cartographe agr\u00e9\u00e9 de Floride (PSM) doivent \u00eatre fournis \u00e0 la Ville pour approbation et r\u00e9ception des conduites d'\u00e9gout principales, des regards, des canalisations lat\u00e9rales et des regards de curage, ainsi qu'une copie du support num\u00e9rique produisant ces plans d'ex\u00e9cution. Les plans d'ex\u00e9cution doivent indiquer les num\u00e9ros de station et les d\u00e9calages horizontaux par rapport \u00e0 la ligne de base et aux lignes d'emprise sur un plan \u00e0 l'\u00e9chelle d'au moins 1\u2033 = 50 pieds pour tous les regards, les d\u00e9rivations, les canalisations lat\u00e9rales, les regards de curage, etc., en alignement horizontal, ainsi qu'un profil \u00e0 l'\u00e9chelle verticale d'au moins 1\u2033 = 2 pieds, avec les cotes de l'inversion de la direction pour tous les regards, d\u00e9rivations et au moins tous les 50 pieds environ. Les plans et profils d'ex\u00e9cution doivent \u00e9galement indiquer toutes les canalisations d'\u00e9gout et canalisations lat\u00e9rales abandonn\u00e9es et bouch\u00e9es dans les limites du projet.<\/p>","protected":false},"excerpt":{"rendered":"

SECTION 7 SANITARY SEWER GRAVITY COLLECTION SYSTEM 4. SPECIAL CONSIDERATIONS A.\u00a0.\u00a0Design criteria: 1.\u00a0Minimum slopes: Gravity sewer mains shall be designed […]<\/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-29124","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 7 4. Special Considerations - City of Miami Beach<\/title>\n<meta name=\"description\" content=\"%\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.miamibeachfl.gov\/fr\/city-hall\/public-works\/engineering-division\/section-7-4-special-considerations\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 7 4. 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