{"id":28979,"date":"2017-08-11T00:10:35","date_gmt":"2017-08-11T00:10:35","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-1-a-surveying-standards-and-requirements\/"},"modified":"2018-01-26T15:33:01","modified_gmt":"2018-01-26T20:33:01","slug":"section-1-a-surveying-standards-and-requirements","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/pt\/city-hall\/public-works\/engineering-division\/section-1-a-surveying-standards-and-requirements\/","title":{"rendered":"Se\u00e7\u00e3o 1 A. Padr\u00f5es e requisitos de topografia"},"content":{"rendered":"<\/p>\n\n\n\n
SE\u00c7\u00c3O 1 CRIT\u00c9RIOS PADR\u00c3O DE PROJETO E PLANO DE PRODU\u00c7\u00c3O<\/caption>\n
\n

SE\u00c7\u00c3O 1 CRIT\u00c9RIOS PADR\u00c3O DE PROJETO E PLANO DE PRODU\u00c7\u00c3O<\/strong><\/p>\n

A. Padr\u00f5es e requisitos de topografia<\/strong><\/p>\n

Requisitos para levantamentos topogr\u00e1ficos dentro do direito de passagem da cidade<\/p>\n

O levantamento topogr\u00e1fico ser\u00e1 realizado por um Agrimensor Profissional no Estado da Fl\u00f3rida, de acordo com o Cap\u00edtulo 472.027 dos Estatutos da Fl\u00f3rida, e dever\u00e1 atender aos padr\u00f5es t\u00e9cnicos m\u00ednimos identificados no Cap\u00edtulo 61G17-6, FAC. Todos os arquivos de levantamento topogr\u00e1fico ser\u00e3o preparados em formato AutoCAD, utilizando os Padr\u00f5es da Cidade de Miami Beach.<\/p>\n

Requisitos gerais: No m\u00ednimo, os levantamentos topogr\u00e1ficos abordar\u00e3o o seguinte:<\/p>\n

\u2022 Estabelecer uma linha de base com esta\u00e7\u00f5es de 100 p\u00e9s (30 metros). Os monumentos, conforme exigido pelo Cap\u00edtulo 61G17-6 do C\u00f3digo Administrativo da Fl\u00f3rida e pelo Cap\u00edtulo 472.027 dos Estatutos da Fl\u00f3rida, ser\u00e3o definidos pelo Agrimensor ao longo da linha de base em todas as mudan\u00e7as de alinhamento, pontos de curvatura, esquinas de quarteir\u00f5es e em todos os cruzamentos de ruas. A linha de base do levantamento topogr\u00e1fico ser\u00e1 vinculada aos monumentos de direito de passagem e de terrenos seccionados. Cada agrimensor ser\u00e1 respons\u00e1vel por obter informa\u00e7\u00f5es sobre o direito de passagem a partir dos registros dispon\u00edveis.<\/p>\n

\u2022 O agrimensor estabelecer\u00e1 marcos de refer\u00eancia em locais convenientes ao longo do corredor, a serem utilizados durante as fases de projeto e constru\u00e7\u00e3o do projeto. No m\u00ednimo, marcos de refer\u00eancia permanentes dever\u00e3o ser estabelecidos em intervalos de 300 metros ao longo do alinhamento. O agrimensor dever\u00e1 conectar pelo menos dois monumentos governamentais existentes no condado ao circuito vertical e realizar cortes transversais em intervalos de 30 metros ao longo de todo o corredor do projeto. Os marcos de refer\u00eancia dever\u00e3o ser derivados de marcos de refer\u00eancia governamentais existentes e incorporados ao sistema proposto utilizando procedimentos de Segunda Ordem, Classe II. Uma lista completa dos locais de marcos de refer\u00eancia dever\u00e1 acompanhar os dados do levantamento.<\/p>\n

\u2022 As eleva\u00e7\u00f5es da se\u00e7\u00e3o transversal devem definir todas as quebras de n\u00edvel, como interse\u00e7\u00f5es, valas, bordas do pavimento, linha central do pavimento, meio-fio e sarjeta, bordas da cal\u00e7ada, conex\u00f5es de entrada de ve\u00edculos, linha de direito de passagem, borda do deslocamento de direito de passagem de 25 p\u00e9s, invas\u00f5es (naturais e constru\u00eddas), etc.<\/p>\n

\u2022 O agrimensor dever\u00e1 localizar e identificar todas as melhorias vis\u00edveis da superf\u00edcie e caracter\u00edsticas topogr\u00e1ficas existentes ao longo da largura do corredor, como as seguintes:<\/p>\n

\u2022 Caixas de v\u00e1lvulas existentes, caixas de medidores de \u00e1gua\/eletricidade, caixas de distribui\u00e7\u00e3o el\u00e9trica, risers telef\u00f4nicos\/de cabos, cercas, hidrantes, etc.<\/p>\n

\u2022 Servi\u00e7os p\u00fablicos acima e abaixo do solo, eleva\u00e7\u00f5es invertidas de servi\u00e7os p\u00fablicos subterr\u00e2neos acess\u00edveis, postes de madeira\/concreto, bueiros, guarda-corpos, limites de pavimento, muros de cabeceira, muros de fundo, bueiros, cofres, caixas de correio, entradas de ve\u00edculos, ruas laterais, \u00e1rvores, paisagismo, sinaliza\u00e7\u00e3o de tr\u00e2nsito e quaisquer outras melhorias observadas. Observe que o levantamento topogr\u00e1fico identificar\u00e1 o material\/altura da cerca, os limites do material vegetal do paisagismo e os materiais de constru\u00e7\u00e3o da entrada de ve\u00edculos; bem como invas\u00f5es de propriedade privada (ou seja, paisagismo, beirais, melhorias, etc.).<\/p>\n

\u2022 Os limites da pesquisa devem incluir todo o direito de passagem e uma sobreposi\u00e7\u00e3o adicional de 25 p\u00e9s em cada lado do direito de passagem.<\/p>\n

\u2022 Todos os locais devem estar vinculados ao Sistema de Coordenadas de Avi\u00e3o do Estado da Fl\u00f3rida, Zona Leste (NAD 83\/90).<\/p>\n

\u2022 Todo o controle vertical dever\u00e1 ser o Datum da Cidade de Miami Beach (Datum da M\u00e9dia de \u00c1guas Baixas da Ba\u00eda).<\/p>\n

\u2022 Os dados da pesquisa indicar\u00e3o a geometria dos lotes perimetrais de propriedades privadas (incluindo cercas, paisagismo e cal\u00e7adas).<\/p>\n

O inspetor dever\u00e1 coordenar com cada ag\u00eancia de servi\u00e7os p\u00fablicos em um esfor\u00e7o para identificar a localiza\u00e7\u00e3o de todos os servi\u00e7os subterr\u00e2neos existentes, caso essa informa\u00e7\u00e3o seja necess\u00e1ria.\n<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

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

SECTION 1 STANDARD DESIGN AND PLAN PRODUCTION CRITERIA SECTION 1 STANDARD DESIGN AND PLAN PRODUCTION CRITERIA A. Surveying Standards and […]<\/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-28979","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 1 A. Surveying Standards And Requirements - 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-1-a-surveying-standards-and-requirements\/\" \/>\n<meta property=\"og:locale\" content=\"pt_BR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 1 A. 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