{"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\/fr\/city-hall\/public-works\/engineering-division\/section-5-1-general\/section-5-9-excavation\/","title":{"rendered":"Section 5 9. Fouilles :"},"content":{"rendered":"<\/p>\n\n\n\n
Excavation<\/caption>\n
\n

SECTION 5 CHANTIER ET TRAVAUX ROUTIERS<\/p>\n

9. Fouilles :<\/strong><\/p>\n

Fouilles r\u00e9guli\u00e8res :<\/p>\n

A. L'excavation r\u00e9guli\u00e8re comprend l'excavation de la chauss\u00e9e et l'excavation d'emprunt, telles que d\u00e9finies pour chacune.<\/p>\n

1. Excavation de la chauss\u00e9e : L'excavation de la chauss\u00e9e comprend l'excavation et l'utilisation ou l'\u00e9limination satisfaisante de tous les mat\u00e9riaux n\u00e9cessaires \u00e0 la construction de la chauss\u00e9e, des foss\u00e9s lat\u00e9raux, etc., dans les limites de l'emprise de la chauss\u00e9e, comme indiqu\u00e9 dans les plans.<\/p>\n

2. Les travaux d'excavation d'emprunt comprennent l'excavation et l'utilisation satisfaisante des mat\u00e9riaux provenant des bancs d'emprunt autoris\u00e9s. Ils comprennent uniquement les mat\u00e9riaux adapt\u00e9s \u00e0 la construction de remblais routiers ou \u00e0 d'autres travaux de construction de remblais couverts par le contrat, ainsi que les mat\u00e9riaux inadapt\u00e9s des zones d'emprunt fournis par le Minist\u00e8re, qui doivent \u00eatre excav\u00e9s selon les instructions de l'Ing\u00e9nieur afin d'obtenir les mat\u00e9riaux appropri\u00e9s.<\/p>\n

3. Excavation de foss\u00e9s lat\u00e9raux\u00a0: Les foss\u00e9s lat\u00e9raux comprennent les foss\u00e9s d'entr\u00e9e et de sortie des structures et de la chauss\u00e9e, les changements de lit des cours d'eau et les foss\u00e9s parall\u00e8les \u00e0 l'emprise de la chauss\u00e9e, comme indiqu\u00e9 sur les plans. Sauf indication contraire sur les plans, toute excavation dans la partie des foss\u00e9s lat\u00e9raux situ\u00e9e au-del\u00e0 des limites de l'emprise de la chauss\u00e9e, y compris les sections n\u00e9cessitant un appr\u00eatage conform\u00e9ment \u00e0 l'article\u00a0120-11.1, est class\u00e9e comme excavation de foss\u00e9s lat\u00e9raux.<\/p>\n

4. Excavation du sous-sol\u00a0: Lorsque la terre, la roche, l'argile ou tout autre mat\u00e9riau pr\u00e9sent dans les limites de la chauss\u00e9e ne convient pas \u00e0 son emplacement d'origine, l'entrepreneur doit excaver ces mat\u00e9riaux selon les sections transversales indiqu\u00e9es sur les plans ou par l'ing\u00e9nieur, et les remblayer avec un mat\u00e9riau appropri\u00e9, dont la forme sera conforme aux sections transversales requises. Lorsque l'enl\u00e8vement de sols plastiques sous le niveau du sol fini est requis, une tol\u00e9rance de construction par rapport aux lignes indiqu\u00e9es sur les plans comme limites d'enl\u00e8vement, de plus ou moins 0,2 pied de profondeur et de plus ou moins 15 cm de largeur (de chaque c\u00f4t\u00e9) sera autoris\u00e9e.<\/p>\n

5. Excavation de tranch\u00e9es :<\/p>\n

5.1 G\u00e9n\u00e9ralit\u00e9s<\/p>\n

A. Concevoir, fournir et entretenir l'\u00e9tayage, le rev\u00eatement et le contreventement n\u00e9cessaires pour soutenir le c\u00f4t\u00e9 des excavations et pour emp\u00eacher tout tassement pr\u00e9judiciable et tout mouvement lat\u00e9ral des installations existantes, des propri\u00e9t\u00e9s adjacentes et des travaux termin\u00e9s.<\/p>\n

5.2 Plan d'excavation de tranch\u00e9es<\/p>\n

A. Pr\u00e9parer un plan d'excavation de tranch\u00e9e abordant les sujets suivants\u00a0:<\/p>\n

1. D\u00e9tails ou \u00e9tayage, pente ou autres dispositions pour la protection des travailleurs contre les dangers des terrains en ruine.<\/p>\n

2. Hypoth\u00e8ses de conception et calculs.<\/p>\n

3. M\u00e9thodes et s\u00e9quencement d\u2019installation du support d\u2019excavation.<\/p>\n

4. Emplacements propos\u00e9s pour les mat\u00e9riaux excav\u00e9s stock\u00e9s.<\/p>\n

5. Distance lat\u00e9rale minimale par rapport \u00e0 la cr\u00eate des pentes pour les v\u00e9hicules et les mat\u00e9riaux excav\u00e9s stock\u00e9s.<\/p>\n

6. Difficult\u00e9s anticip\u00e9es et solutions propos\u00e9es.<\/p>\n

B. Soutien et protection des fouilles :<\/p>\n

Fournir un soutien d'excavation si n\u00e9cessaire pour soutenir les c\u00f4t\u00e9s des excavations et emp\u00eacher tout tassement pr\u00e9judiciable et tout mouvement lat\u00e9ral des installations existantes, des propri\u00e9t\u00e9s adjacentes et des travaux termin\u00e9s.<\/p>\n

5.3 Retrait du support d'excavation<\/p>\n

A. Retirer le support d'excavation de mani\u00e8re \u00e0 maintenir le support pendant que l'excavation est remblay\u00e9e ou \u00e0 laisser des vides de remblai.<\/p>\n

B. Ne commencez pas \u00e0 retirer le support d\u2019excavation tant que le support ne peut pas \u00eatre retir\u00e9 sans endommager les installations existantes, les travaux termin\u00e9s ou les propri\u00e9t\u00e9s adjacentes.<\/p>\n

5.4 Tranch\u00e9es<\/p>\n

A. Pour les tranch\u00e9es de plus de 5 pieds de profondeur, pr\u00e9voir un syst\u00e8me de s\u00e9curit\u00e9 ad\u00e9quat r\u00e9pondant aux exigences des ordonnances de s\u00e9curit\u00e9 de construction locales et nationales applicables et aux exigences f\u00e9d\u00e9rales.<\/p>\n

6.0 Syst\u00e8mes d'ass\u00e8chement<\/p>\n

A. Fournir, exploiter et entretenir un syst\u00e8me d'ass\u00e8chement de taille et de capacit\u00e9 suffisantes pour permettre l'excavation et la construction ult\u00e9rieure \u00e0 sec, ainsi que pour abaisser et maintenir le niveau de la nappe phr\u00e9atique \u00e0 au moins 1,5 m sous le point le plus bas de l'excavation. Maintenir l'excavation exempte d'eau en permanence, quelle qu'en soit la source, jusqu'au remblayage final.<\/p>\n

B. Concevoir et exploiter des syst\u00e8mes d\u2019ass\u00e8chement :<\/p>\n

1. Pour \u00e9viter la perte de mouture lorsque l'eau est retir\u00e9e.<\/p>\n

2. Pour \u00e9viter de provoquer des tassements ou des dommages aux installations existantes, aux travaux termin\u00e9s ou aux propri\u00e9t\u00e9s adjacentes.<\/p>\n

3. Pour soulager la pression art\u00e9sienne et le soul\u00e8vement du fond de l\u2019excavation qui en r\u00e9sulte.<\/p>\n

C. Pr\u00e9voir des foss\u00e9s et des puisards suppl\u00e9mentaires uniquement si n\u00e9cessaire pour recueillir l'eau des suintements locaux. Ne pas utiliser les foss\u00e9s et les souches comme principal moyen d'ass\u00e8chement.<\/p>\n

6.1 R\u00e8glement<\/p>\n

A. Surveillance de l'ass\u00e8chement \u2013 Tassement induit : Des bornes de surveillance du tassement ont \u00e9t\u00e9 install\u00e9es aux emplacements choisis par l'ING\u00c9NIEUR. Le mouvement vertical de chaque borne de tassement doit \u00eatre surveill\u00e9 par rapport \u00e0 un rep\u00e8re distant choisi par l'ING\u00c9NIEUR, \u00e0 la fr\u00e9quence pr\u00e9vue par le plan d'ass\u00e8chement de l'ENTREPRENEUR.<\/p>\n

6.2 \u00c9limination de l'eau<\/p>\n

A. Obtenir un permis de rejet pour l\u2019\u00e9limination des eaux aupr\u00e8s des autorit\u00e9s comp\u00e9tentes.<\/p>\n

B. Traiter l\u2019eau recueillie lors des op\u00e9rations d\u2019ass\u00e8chement, comme l\u2019exigent les organismes de r\u00e9glementation, avant son rejet.<\/p>\n

C. \u00c9vacuer l'eau conform\u00e9ment au permis de rejet et d'une mani\u00e8re qui ne causera pas d'\u00e9rosion ou d'inondation, ni n'endommagera les installations existantes, les travaux termin\u00e9s ou les propri\u00e9t\u00e9s adjacentes.<\/p>\n

D. Retirer les solides des installations de traitement et effectuer d\u2019autres travaux d\u2019entretien des installations de traitement si n\u00e9cessaire pour maintenir leur efficacit\u00e9.<\/p>\n

6.3 Protection de la propri\u00e9t\u00e9<\/p>\n

A. \u00c9valuer le potentiel de tassement induit par l'ass\u00e8chement. Fournir et exploiter les dispositifs ou syst\u00e8mes, notamment les puits de r\u00e9injection, les tranch\u00e9es d'infiltration et les murs de protection, n\u00e9cessaires pour pr\u00e9venir les dommages aux installations existantes, aux ouvrages achev\u00e9s et aux propri\u00e9t\u00e9s adjacentes.<\/p>\n

B. Soutenir solidement les installations existantes, les travaux achev\u00e9s et les propri\u00e9t\u00e9s adjacentes vuln\u00e9rables aux tassements dus aux op\u00e9rations d'ass\u00e8chement. Le sout\u00e8nement comprend, sans s'y limiter, le contreventement, le sout\u00e8nement en sous-\u0153uvre ou le compactage par injection.<\/p>\n

7.0 Stockage des mat\u00e9riaux excav\u00e9s<\/p>\n

A. Stocker les mat\u00e9riaux excav\u00e9s qui peuvent \u00eatre utilis\u00e9s comme remblai ou remblayage jusqu'\u00e0 ce que le mat\u00e9riau soit n\u00e9cessaire.<\/p>\n

B. Installer des panneaux indiquant l'utilisation pr\u00e9vue des mat\u00e9riaux stock\u00e9s. Installer des panneaux lisibles depuis toutes les directions d'approche de chaque stock. Les panneaux doivent \u00eatre clairement libell\u00e9s et lisibles par les op\u00e9rateurs d'\u00e9quipement depuis leur position assise habituelle.<\/p>\n

C. Limiter les stocks aux servitudes, aux emprises et aux zones de travail autoris\u00e9es. Ne pas obstruer les routes ni les rues.<\/p>\n

D. Ne pas stocker de mat\u00e9riaux excav\u00e9s \u00e0 proximit\u00e9 de tranch\u00e9es et d\u2019autres excavations, \u00e0 moins que les pentes lat\u00e9rales de l\u2019excavation et les syst\u00e8mes de soutien de l\u2019excavation ne soient con\u00e7us, construits et entretenus pour les charges de stockage.<\/p>\n

E. Ne pas stocker les mat\u00e9riaux excav\u00e9s \u00e0 proximit\u00e9 ou au-dessus d\u2019installations existantes, de propri\u00e9t\u00e9s adjacentes ou de travaux termin\u00e9s, si le poids des mat\u00e9riaux stock\u00e9s peut provoquer un tassement excessif.<\/p>\n

7.1 \u00c9limination des d\u00e9blais<\/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. 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