{"id":29112,"date":"2017-08-11T00:12:00","date_gmt":"2017-08-11T00:12:00","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-6-d-special-considerations\/"},"modified":"2018-01-26T15:36:09","modified_gmt":"2018-01-26T20:36:09","slug":"section-6-d-special-considerations","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/fr\/city-hall\/public-works\/engineering-division\/section-6-d-special-considerations\/","title":{"rendered":"Section 6 D. Consid\u00e9rations particuli\u00e8res"},"content":{"rendered":"<\/p>\n<p><strong>SECTION 6 DISTRIBUTION DE L&#039;EAU<\/p>\n<p>D. CONSID\u00c9RATIONS PARTICULI\u00c8RES<\/strong><\/p>\n<p>A. Les conduites d&#039;eau ne doivent pas \u00eatre pos\u00e9es dans la m\u00eame tranch\u00e9e que les canalisations d&#039;\u00e9gout, les \u00e9gouts pluviaux, les conduites de gaz, les conduites de carburant ou les c\u00e2bles \u00e9lectriques. La s\u00e9paration horizontale et verticale doit \u00eatre conforme \u00e0 la derni\u00e8re r\u00e9vision du minist\u00e8re de la Sant\u00e9 (HRS).\u00a0<\/p>\n<p>B. Le r\u00e9seau d&#039;eau existant doit \u00eatre analys\u00e9 lors de la conception afin de d\u00e9terminer quelles conduites peuvent \u00eatre abandonn\u00e9es et mises hors service pendant la construction. Les conduites abandonn\u00e9es doivent \u00eatre laiss\u00e9es en place et coup\u00e9es et obtur\u00e9es jusqu&#039;\u00e0 la vanne la plus proche.<\/p>\n<p>C. Le co\u00fbt des tests, y compris la consommation d&#039;eau et les nouveaux tests en cas de d\u00e9faillance, sera \u00e0 la charge de l&#039;entrepreneur.<\/p>\n<p>4.02 Dessins conformes \u00e0 l&#039;ex\u00e9cution, informations :<\/p>\n<p>\u00a0Avant l&#039;acceptation d\u00e9finitive, deux (2) exemplaires des plans d&#039;ex\u00e9cution certifi\u00e9s par un g\u00e9om\u00e8tre-expert agr\u00e9\u00e9 de Floride doivent \u00eatre fournis \u00e0 la Ville pour approbation, acceptation et certification par l&#039;ing\u00e9nieur responsable, ainsi qu&#039;une copie du support num\u00e9rique produisant ces plans d&#039;ex\u00e9cution. Au minimum, le plan d&#039;ex\u00e9cution doit indiquer les num\u00e9ros de station et les d\u00e9calages horizontaux par rapport \u00e0 la ligne de base et aux lignes d&#039;emprise sur un plan \u00e0 l&#039;\u00e9chelle 1\u2033 = 20 pieds pour tous les raccords, vannes et modifications d&#039;alignement horizontal, ainsi qu&#039;un profil \u00e0 l&#039;\u00e9chelle verticale d&#039;au moins 1\u2033 = 2 pieds, avec les \u00e9l\u00e9vations de tous les changements d&#039;alignement horizontaux et verticaux et les \u00e9l\u00e9vations du profil de niveau \u00e0 environ 50 pieds. Les plans et profils d&#039;ex\u00e9cution doivent \u00e9galement indiquer toutes les canalisations et bouchons abandonn\u00e9s qui ont \u00e9t\u00e9 modifi\u00e9s dans les limites du projet, ainsi que l&#039;\u00e9l\u00e9vation\/description r\u00e9elle de tous les autres services publics traversant ou rencontr\u00e9s \u00e0 proximit\u00e9 des nouvelles conduites d&#039;eau. Le format papier des plans doit \u00eatre de 22\u2033 x 34\u2033.<\/p>","protected":false},"excerpt":{"rendered":"<p>SECTION 6 WATER DISTRIBUTION D.\u00a0 SPECIAL CONSIDERATIONS A.\u00a0\u00a0\u00a0\u00a0 Water lines shall not be laid in the same trench with sewer [&hellip;]<\/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-29112","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.4 (Yoast SEO v27.4) - 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