{"id":29107,"date":"2017-08-11T00:11:57","date_gmt":"2017-08-11T00:11:57","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-5-9-excavation\/"},"modified":"2018-01-26T14:09:13","modified_gmt":"2018-01-26T19:09:13","slug":"section-5-9-excavation","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/pt\/city-hall\/public-works\/engineering-division\/section-5-1-general\/section-5-9-excavation\/","title":{"rendered":"Se\u00e7\u00e3o 5 9. Escava\u00e7\u00e3o:"},"content":{"rendered":"<\/p>\n\n\n\n
Escava\u00e7\u00e3o<\/caption>\n
\n

SE\u00c7\u00c3O 5 OBRAS NO LOCAL E NA RUA<\/p>\n

9. Escava\u00e7\u00e3o:<\/strong><\/p>\n

Escava\u00e7\u00e3o regular:<\/p>\n

A. A escava\u00e7\u00e3o regular deve incluir escava\u00e7\u00e3o de estradas e escava\u00e7\u00e3o de empr\u00e9stimo, conforme definido para cada uma.<\/p>\n

1. Escava\u00e7\u00e3o de Estradas: A escava\u00e7\u00e3o de estradas deve consistir na escava\u00e7\u00e3o e na utiliza\u00e7\u00e3o ou descarte satisfat\u00f3rio de todos os materiais necess\u00e1rios para a constru\u00e7\u00e3o da estrada, valas laterais, etc., dentro dos limites do direito de passagem da estrada, conforme mostrado nos planos.<\/p>\n

2. A Escava\u00e7\u00e3o por Empr\u00e9stimo consistir\u00e1 na escava\u00e7\u00e3o e utiliza\u00e7\u00e3o satisfat\u00f3ria de material proveniente de po\u00e7os de empr\u00e9stimo autorizados. Incluir\u00e1 apenas material adequado para a constru\u00e7\u00e3o de aterros rodovi\u00e1rios ou outras obras de constru\u00e7\u00e3o de aterros abrangidas pelo contrato, bem como material inadequado em \u00e1reas de empr\u00e9stimo fornecidas pelo Departamento, as quais dever\u00e3o ser escavadas conforme determinado pelo Engenheiro, a fim de obter o material adequado.<\/p>\n

3. Escava\u00e7\u00e3o de Valas Laterais: As valas laterais devem incluir valas de entrada e sa\u00edda para estruturas e vias, altera\u00e7\u00f5es nos canais de c\u00f3rregos e valas paralelas \u00e0 faixa de dom\u00ednio da via, conforme indicado nos planos. Salvo disposi\u00e7\u00e3o em contr\u00e1rio nos planos, toda a escava\u00e7\u00e3o na parte das valas laterais al\u00e9m dos limites da faixa de dom\u00ednio da via, incluindo as se\u00e7\u00f5es onde o aterro \u00e9 necess\u00e1rio conforme disposto em 120-11.1, deve ser classificada como Escava\u00e7\u00e3o de Valas Laterais.<\/p>\n

4. Escava\u00e7\u00e3o do Subsolo: Quando lama, rocha, argila ou outro material dentro dos limites da pista n\u00e3o for adequado em sua posi\u00e7\u00e3o original, a Contratada dever\u00e1 escavar tal material nas se\u00e7\u00f5es transversais mostradas nas plantas ou indicadas pelo Engenheiro, e aterr\u00e1-lo com material adequado, que dever\u00e1 ser moldado para se adequar \u00e0s se\u00e7\u00f5es transversais exigidas. Quando for necess\u00e1ria a remo\u00e7\u00e3o de solos pl\u00e1sticos abaixo do n\u00edvel do solo acabado, ser\u00e1 permitida uma toler\u00e2ncia de constru\u00e7\u00e3o, em rela\u00e7\u00e3o \u00e0s linhas mostradas nas plantas como limites de remo\u00e7\u00e3o, de mais ou menos 0,2 p\u00e9s de profundidade e mais ou menos seis polegadas (de cada lado) de largura.<\/p>\n

5. Escava\u00e7\u00e3o de valas:<\/p>\n

5.1 Geral<\/p>\n

A. Projetar, fornecer e manter escoramento, revestimento e contraventamento conforme necess\u00e1rio para dar suporte \u00e0 lateral das escava\u00e7\u00f5es e evitar recalques prejudiciais e movimentos laterais de instala\u00e7\u00f5es existentes, propriedades adjacentes e obras conclu\u00eddas.<\/p>\n

5.2 Plano de Escava\u00e7\u00e3o de Vala<\/p>\n

A. Preparar um plano de escava\u00e7\u00e3o de vala abordando os seguintes t\u00f3picos:<\/p>\n

1. Detalhes de escoramento, declive ou outras disposi\u00e7\u00f5es para prote\u00e7\u00e3o dos trabalhadores contra riscos de desabamento do solo.<\/p>\n

2. Projetar suposi\u00e7\u00f5es e c\u00e1lculos.<\/p>\n

3. M\u00e9todos e sequ\u00eancia de instala\u00e7\u00e3o de suporte de escava\u00e7\u00e3o.<\/p>\n

4. Locais propostos para o material escavado estocado.<\/p>\n

5. Dist\u00e2ncia lateral m\u00ednima do cume dos taludes para ve\u00edculos e materiais escavados estocados.<\/p>\n

6. Dificuldades previstas e resolu\u00e7\u00f5es propostas.<\/p>\n

B. Suporte e prote\u00e7\u00e3o de escava\u00e7\u00e3o:<\/p>\n

Forne\u00e7a suporte de escava\u00e7\u00e3o conforme necess\u00e1rio para dar suporte \u00e0s laterais das escava\u00e7\u00f5es e evitar recalques prejudiciais e movimentos laterais de instala\u00e7\u00f5es existentes, propriedades adjacentes e trabalhos conclu\u00eddos.<\/p>\n

5.3 Remo\u00e7\u00e3o do Suporte de Escava\u00e7\u00e3o<\/p>\n

A. Remova o suporte da escava\u00e7\u00e3o de forma que o suporte seja mantido enquanto a escava\u00e7\u00e3o \u00e9 aterrada ou deixe vazios de aterro.<\/p>\n

B. N\u00e3o comece a remover o suporte da escava\u00e7\u00e3o at\u00e9 que o suporte possa ser removido sem causar danos \u00e0s instala\u00e7\u00f5es existentes, ao trabalho conclu\u00eddo ou \u00e0 propriedade adjacente.<\/p>\n

5.4 Trincheiras<\/p>\n

A. Para valas com mais de 1,5 m de profundidade, forne\u00e7a um sistema de seguran\u00e7a adequado que atenda aos requisitos da ordem de seguran\u00e7a de constru\u00e7\u00e3o estadual e local aplic\u00e1vel, bem como aos requisitos federais.<\/p>\n

6.0 Sistemas de Desidrata\u00e7\u00e3o<\/p>\n

A. Fornecer, operar e manter um sistema de drenagem de tamanho e capacidade suficientes para permitir a escava\u00e7\u00e3o e a constru\u00e7\u00e3o subsequente em local seco, e para rebaixar e manter o n\u00edvel do len\u00e7ol fre\u00e1tico em pelo menos 1,5 m abaixo do ponto mais baixo da escava\u00e7\u00e3o. Manter a escava\u00e7\u00e3o continuamente livre de \u00e1gua, independentemente da fonte, at\u00e9 o aterro at\u00e9 o n\u00edvel final.<\/p>\n

B. Projetar e operar sistemas de desidrata\u00e7\u00e3o:<\/p>\n

1. Para evitar perda de p\u00f3 \u00e0 medida que a \u00e1gua \u00e9 removida.<\/p>\n

2. Para evitar induzir assentamentos ou danos \u00e0s instala\u00e7\u00f5es existentes, ao trabalho conclu\u00eddo ou \u00e0 propriedade adjacente.<\/p>\n

3. Para aliviar a press\u00e3o artesiana e a consequente eleva\u00e7\u00e3o do fundo da escava\u00e7\u00e3o.<\/p>\n

C. Instale valas e po\u00e7os suplementares apenas quando necess\u00e1rio para coletar \u00e1gua de infiltra\u00e7\u00f5es locais. N\u00e3o utilize valas e tocos como meio principal de drenagem.<\/p>\n

6.1 Liquida\u00e7\u00e3o<\/p>\n

A. Monitoramento da Desidrata\u00e7\u00e3o \u2013 Assentamento Induzido: Estabelecer monumentos para monitoramento do assentamento em locais selecionados pela ENGENHARIA. Monitorar o movimento vertical de cada monumento de assentamento, em rela\u00e7\u00e3o a um ponto de refer\u00eancia remoto selecionado pela ENGENHARIA, na frequ\u00eancia indicada no Plano de Desidrata\u00e7\u00e3o da CONTRATADA.<\/p>\n

6.2 Descarte de \u00c1gua<\/p>\n

A. Obter autoriza\u00e7\u00e3o de descarte de \u00e1gua das autoridades competentes.<\/p>\n

B. Trate a \u00e1gua coletada nas opera\u00e7\u00f5es de desidrata\u00e7\u00e3o, conforme exigido pelas ag\u00eancias reguladoras, antes do descarte.<\/p>\n

C. Descarregue a \u00e1gua conforme exigido pela licen\u00e7a de descarga e de maneira que n\u00e3o cause eros\u00e3o ou inunda\u00e7\u00e3o, nem danifique as instala\u00e7\u00f5es existentes, o trabalho conclu\u00eddo ou a propriedade adjacente.<\/p>\n

D. Remover s\u00f3lidos das instala\u00e7\u00f5es de tratamento e realizar outras manuten\u00e7\u00f5es nas instala\u00e7\u00f5es conforme necess\u00e1rio para manter sua efici\u00eancia.<\/p>\n

6.3 Prote\u00e7\u00e3o da Propriedade<\/p>\n

A. Avaliar o potencial de recalque induzido por desidrata\u00e7\u00e3o. Fornecer e operar dispositivos ou sistemas, incluindo, entre outros, po\u00e7os de reinje\u00e7\u00e3o, valas de infiltra\u00e7\u00e3o e muros de conten\u00e7\u00e3o, necess\u00e1rios para evitar danos \u00e0s instala\u00e7\u00f5es existentes, \u00e0s obras conclu\u00eddas e \u00e0s propriedades adjacentes.<\/p>\n

B. Apoiar com seguran\u00e7a as instala\u00e7\u00f5es existentes, as obras conclu\u00eddas e as propriedades adjacentes vulner\u00e1veis a recalques devido \u00e0s opera\u00e7\u00f5es de drenagem. O suporte deve incluir, entre outros, escoramento, sustenta\u00e7\u00e3o ou compacta\u00e7\u00e3o com rejunte.<\/p>\n

7.0 Armazenamento de material escavado<\/p>\n

A. Armazene o material escavado que for adequado para uso como aterro ou retroaterro at\u00e9 que o material seja necess\u00e1rio.<\/p>\n

B. Coloque placas indicando o uso proposto do material armazenado. Coloque placas leg\u00edveis de todas as dire\u00e7\u00f5es de acesso a cada pilha. As placas devem ser escritas com clareza e leg\u00edveis pelos operadores dos equipamentos em suas posi\u00e7\u00f5es sentadas normais.<\/p>\n

C. Limite os estoques a servid\u00f5es, faixas de dom\u00ednio e \u00e1reas de trabalho aprovadas. N\u00e3o obstrua estradas ou ruas.<\/p>\n

D. N\u00e3o armazene material escavado pr\u00f3ximo a valas e outras escava\u00e7\u00f5es, a menos que as encostas e os sistemas de suporte da escava\u00e7\u00e3o sejam projetados, constru\u00eddos e mantidos para cargas de estoque.<\/p>\n

E. N\u00e3o armazene materiais escavados perto ou sobre instala\u00e7\u00f5es existentes, propriedades adjacentes ou obras conclu\u00eddas, se o peso do material armazenado puder induzir recalque excessivo.<\/p>\n

7.1 Descarte de Res\u00edduos<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

\u00a0<\/p>","protected":false},"excerpt":{"rendered":"

Excavation SECTION 5 SITE AND ROAD WORK 9. Excavation: Regular Excavation: A. Regular Excavation shall include roadway excavation and borrow […]<\/p>\n","protected":false},"author":222,"featured_media":0,"parent":29096,"menu_order":0,"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-29107","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 5 9. Excavation: - 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-5-1-general\/section-5-9-excavation\/\" \/>\n<meta property=\"og:locale\" content=\"pt_BR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 5 9. 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