{"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\/pt\/city-hall\/public-works\/engineering-division\/section-7-4-special-considerations\/","title":{"rendered":"Se\u00e7\u00e3o 7 4. Considera\u00e7\u00f5es especiais"},"content":{"rendered":"<\/p>\n

SE\u00c7\u00c3O 7 SISTEMA DE COLETA DE ESGOTO SANIT\u00c1RIO POR GRAVIDADE<\/p>\n

4. CONSIDERA\u00c7\u00d5ES ESPECIAIS<\/strong><\/p>\n

A. . Crit\u00e9rios de projeto:<\/p>\n

1. Declives m\u00ednimos: As redes de esgoto por gravidade devem ser projetadas e constru\u00eddas para atingir velocidades de eros\u00e3o, quando em fluxo m\u00e1ximo, n\u00e3o inferiores a 2,0 p\u00e9s por segundo, com base na f\u00f3rmula de Manning usando um valor \u201cn\u201d de 0,013.<\/p>\n

2. Dimens\u00f5es m\u00ednimas das tubula\u00e7\u00f5es: As tubula\u00e7\u00f5es principais de esgoto por gravidade devem ter, no m\u00ednimo, 20 cm de di\u00e2metro. As tubula\u00e7\u00f5es laterais devem ter, no m\u00ednimo, 15 cm de di\u00e2metro para resid\u00eancias unifamiliares; e, no m\u00ednimo, 20 cm de di\u00e2metro para resid\u00eancias multifamiliares e n\u00e3o residenciais, e devem ser conectadas \u00e0 tubula\u00e7\u00e3o principal por meio de um po\u00e7o de visita.<\/p>\n

3. As caixas de visita devem ser instaladas no final de cada linha; em todas as mudan\u00e7as de n\u00edvel, tamanho ou alinhamento; em todas as intersec\u00e7\u00f5es das linhas principais; e com dist\u00e2ncias de linha n\u00e3o superiores a 400 p\u00e9s entre as caixas de visita.<\/p>\n

4. Onde as redes de esgoto por gravidade se cruzam acima das linhas de \u00e1gua, o cano de esgoto por uma dist\u00e2ncia de 6 p\u00e9s (separa\u00e7\u00e3o de cano a cano) em cada lado do cruzamento deve ser DIP ou PVC C900\/C905, sem nenhuma junta mais pr\u00f3xima horizontalmente do que 3 p\u00e9s do cruzamento (separa\u00e7\u00e3o de cano a cano).<\/p>\n

5. Os seguintes materiais de tubula\u00e7\u00e3o devem ser usados com base na profundidade vertical da cobertura e nas localiza\u00e7\u00f5es, a menos que seja exigido de outra forma pelos c\u00e1lculos devido a carga especial ou outras condi\u00e7\u00f5es:<\/p>\n

a) \u00c1rea de vala n\u00e3o pavimentada:<\/p>\n

\u00a0 COBERTURA < 30\u2033-36\u2033: Use tubo de PVC C-900 ou ferro d\u00factil.<\/p>\n

\u00a0 COBERTURA > 3 p\u00e9s: SDR 35 ou C-900<\/p>\n

\nb) \u00c1reas pavimentadas:<\/p>\n

\u00a0COBERTURA < 30\u2033-36\u2033: Use tubo de PVC C-900 ou ferro d\u00factil com laje de concreto sobre ele, conforme detalhes padr\u00e3o.<\/p>\n

\u00a0COBERTURA > 3 p\u00e9s: Use tubo de PVC C-900 ou ferro d\u00factil.<\/p>\n

B. O Contratante dever\u00e1 cumprir todas as disposi\u00e7\u00f5es aplic\u00e1veis da Lei de Seguran\u00e7a e Sa\u00fade Ocupacional de 1970, em geral, e quaisquer altera\u00e7\u00f5es e revis\u00f5es subsequentes, e especificamente as disposi\u00e7\u00f5es relativas \u00e0 entrada em espa\u00e7os confinados e \u00e0 Lei de Seguran\u00e7a de Valas. Os custos de conformidade dever\u00e3o ser inclu\u00eddos como parte do custo unit\u00e1rio da instala\u00e7\u00e3o da tubula\u00e7\u00e3o.<\/p>\n

C. O Contratante ser\u00e1 respons\u00e1vel por fornecer um plano de manuten\u00e7\u00e3o de tr\u00e1fego (MOT) aprovado e conduzir\u00e1 suas opera\u00e7\u00f5es de tal maneira, utilizando dispositivos de alerta como cones de tr\u00e2nsito, barricadas e luzes de advert\u00eancia, e pessoal como sinalizadores e policiais uniformizados, o Contratante dever\u00e1 garantir que o p\u00fablico receba avisos adequados sobre os perigos do local de trabalho, conforme considerado necess\u00e1rio pelo Engenheiro Municipal. No caso de homens trabalhando dentro dos bueiros, o Contratante dever\u00e1 fornecer medidas de seguran\u00e7a para cobrir qualquer poss\u00edvel falha estrutural e\/ou inunda\u00e7\u00e3o. Tais medidas podem incluir, entre outras, escadas posicionadas para permitir sa\u00edda r\u00e1pida; cintos de seguran\u00e7a; equipamento de bombeamento de emerg\u00eancia; suprimento de ar extra; e outras medidas que a situa\u00e7\u00e3o e as boas pr\u00e1ticas de constru\u00e7\u00e3o possam indicar.<\/p>\n

D. Os an\u00e9is de eleva\u00e7\u00e3o n\u00e3o poder\u00e3o ajustar os bueiros ao n\u00edvel final, a menos que sejam especificamente aprovados pelo engenheiro da cidade.<\/p>\n

E. Bombeamento de desvio de esgoto:<\/p>\n

1. O fluxo de esgoto sanit\u00e1rio dever\u00e1 ser controlado atrav\u00e9s da se\u00e7\u00e3o da tubula\u00e7\u00e3o e das esta\u00e7\u00f5es de bombeamento onde o trabalho estiver sendo realizado. Em nenhuma circunst\u00e2ncia, partes do sistema poder\u00e3o ser retiradas de servi\u00e7o por per\u00edodos superiores ao aprovado pelo Departamento de Obras P\u00fablicas da Cidade.<\/p>\n

2. O contratante ser\u00e1 respons\u00e1vel por avaliar as condi\u00e7\u00f5es e capacidades das linhas de esgoto e esta\u00e7\u00f5es de bombeamento existentes, em coordena\u00e7\u00e3o com o Departamento de Obras P\u00fablicas da Cidade de Miami Beach, e acomodar os fluxos no plano de trabalho do projeto para implementar um plano de bombeamento de desvio aceit\u00e1vel sem custo adicional para a Cidade.<\/p>\n

3. O bombeamento de bypass ser\u00e1 necess\u00e1rio para todas as reconstru\u00e7\u00f5es de esgotos e esta\u00e7\u00f5es de bombeamento que resultarem na paralisa\u00e7\u00e3o das instala\u00e7\u00f5es existentes. A Contratada dever\u00e1 fornecer as bombas, condu\u00edtes e outros equipamentos necess\u00e1rios n\u00e3o apenas para desviar o fluxo ao redor da esta\u00e7\u00e3o de bombeamento, po\u00e7o de visita ou se\u00e7\u00e3o de tubula\u00e7\u00e3o na qual o trabalho ser\u00e1 realizado, mas tamb\u00e9m para transmitir o fluxo para as linhas de esgoto e\/ou esta\u00e7\u00f5es de bombeamento a jusante, sem custo adicional.<\/p>\n

4. Os sistemas de desvio devem ter capacidade suficiente para lidar com os fluxos existentes, al\u00e9m dos fluxos adicionais que possam ocorrer durante per\u00edodos de mar\u00e9 alta ou chuva. Al\u00e9m do sistema de bombeamento de desvio prim\u00e1rio, deve haver capacidade de bombeamento de reserva de emerg\u00eancia, como um caminh\u00e3o a v\u00e1cuo com capacidade m\u00ednima de 1.000 gal\u00f5es, dispon\u00edvel dentro de uma (1) hora em caso de emerg\u00eancia.<\/p>\n

5. O Contratante ser\u00e1 respons\u00e1vel por fornecer a m\u00e3o de obra, energia e supervis\u00e3o necess\u00e1rias para configurar e operar os sistemas de bombeamento e desvio.<\/p>\n

6. Quando o bombeamento estiver em opera\u00e7\u00e3o, todos os motores da bomba dever\u00e3o ser equipados de maneira a manter o ru\u00eddo da bomba no m\u00ednimo, a fim de cumprir com as normas de ru\u00eddo da cidade.<\/p>\n

7. A Contratada dever\u00e1 manter pessoal presente o tempo todo durante a opera\u00e7\u00e3o de passagem de esgoto sanit\u00e1rio. Desvios em vias ou \u00e1reas de circula\u00e7\u00e3o de pedestres n\u00e3o dever\u00e3o resultar ou representar risco aos pedestres ou ao tr\u00e2nsito.<\/p>\n

8. O contratante dever\u00e1 fornecer um plano de manuten\u00e7\u00e3o de tr\u00e1fego (MOT) aprovado e obter todas as autoriza\u00e7\u00f5es de passagem e regulat\u00f3rias necess\u00e1rias antes de iniciar qualquer trabalho.<\/p>\n

F. Como constru\u00eddo:<\/p>\n

Antes da aceita\u00e7\u00e3o final, duas c\u00f3pias dos desenhos "as-built" certificados por um Agrimensor e Mapeador Registrado da Fl\u00f3rida (PSM) devem ser fornecidas \u00e0 Prefeitura para aprova\u00e7\u00e3o e aceita\u00e7\u00e3o das redes de esgoto, po\u00e7os de visita, ramais e limpezas, juntamente com uma c\u00f3pia da m\u00eddia digital que produz tais desenhos "as-built". Os desenhos "as-built" devem mostrar os n\u00fameros das esta\u00e7\u00f5es e os deslocamentos horizontais da Linha de Base e das linhas de direito de passagem em uma planta com escala n\u00e3o inferior a 1" = 50 p\u00e9s para todos os po\u00e7os de visita, conex\u00f5es em Y, limpezas laterais etc. em alinhamento horizontal, e um perfil com escala vertical n\u00e3o inferior a 1" = 2 p\u00e9s com eleva\u00e7\u00f5es invertidas em todos os po\u00e7os de visita, conex\u00f5es em Y e a cada 50 p\u00e9s, no m\u00ednimo. Os planos e perfis "as-built" tamb\u00e9m devem mostrar todas as tubula\u00e7\u00f5es e ramais de esgoto abandonados e obstru\u00eddos dentro dos limites do projeto.<\/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\/pt\/city-hall\/public-works\/engineering-division\/section-7-4-special-considerations\/\" \/>\n<meta property=\"og:locale\" content=\"pt_BR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 7 4. 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