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

SEKSYON 5 TRAVAY SOU SIT AK WOUT<\/p>\n

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

Eskavasyon regilye:<\/p>\n

A. Eskavasyon regilye a dwe gen ladan l eskavasyon wout ak eskavasyon anpren, jan yo defini pou chak.<\/p>\n

1. Eskavasyon Wout: Eskavasyon wout la dwe konsiste de eskavasyon an ak itilizasyon oubyen eliminasyon satisfezan tout matery\u00e8l ki neses\u00e8 pou konstriksyon wout la, kannal b\u00f2 yo, elatriye, nan limit dwa pasaj wout la jan yo montre nan plan yo.<\/p>\n

2. Eskavasyon pa Anpr\u00e8 a dwe konsiste de eskavasyon ak itilizasyon satisfezan matery\u00e8l ki soti nan twou anpr\u00e8 otorize yo. Li dwe gen ladan s\u00e8lman matery\u00e8l ki apwopriye pou konstriksyon ranbl\u00e8 wout oswa l\u00f2t travay konstriksyon ranbl\u00e8 ki kouvri pa kontra a ak matery\u00e8l ki pa apwopriye nan z\u00f2n anpr\u00e8 Depatman an bay yo, ki dwe fouye jan Enjeny\u00e8 a det\u00e8mine, pou jwenn matery\u00e8l ki apwopriye a.<\/p>\n

3. Eskavasyon Fose Lateral: Fose lateral yo dwe gen ladan yo fose antre ak s\u00f2ti nan estrikti yo ak wout la, chanjman nan kanal rivy\u00e8 yo, ak fose paral\u00e8l ak dwa pasaj wout la, jan yo montre nan plan yo. S\u00f2f si plan yo montre otreman, tout eskavasyon nan p\u00f2syon fose lateral ki depase limit dwa pasaj wout la, ki gen ladan seksyon kote yo mande pou netwaye jan sa prevwa nan 120-11.1, dwe klase k\u00f2m Eskavasyon Fose Lateral.<\/p>\n

4. Eskavasyon Sout\u00e8: Kote labou, w\u00f2ch, ajil oswa l\u00f2t matery\u00e8l nan limit wout la pa apwopriye nan pozisyon orijinal li, Kontrakt\u00e8 a dwe fouye matery\u00e8l sa a nan seksyon kwa yo montre nan plan yo oswa Enjeny\u00e8 a endike, epi li dwe ranpli ak matery\u00e8l ki apwopriye, ki dwe gen f\u00f2m pou konf\u00f2me ak seksyon kwa yo mande yo. Kote yo bezwen retire t\u00e8 plastik anba nivo t\u00e8 fini an, yo pral p\u00e8m\u00e8t yon tolerans konstriksyon soti nan liy yo montre nan plan yo k\u00f2m limit retire yo, plis oswa mwens 0.2 pye nan pwofond\u00e8 ak plis oswa mwens sis pous (chak b\u00f2) nan laj\u00e8.<\/p>\n

5. Eskavasyon tranche:<\/p>\n

5.1 Jeneral<\/p>\n

A. Konsepsyon, Bay, epi kenbe sip\u00f2, dra ak ranf\u00f2sman jan sa neses\u00e8 pou sip\u00f2te b\u00f2 fouyman yo epi pou anpeche tasman danjere ak mouvman lateral enstalasyon ki deja egziste yo, pwopriyete adjasan an, ak Travay ki fini an.<\/p>\n

5.2 Plan pou fouye twou<\/p>\n

A. Prepare Plan pou Fouyman Tranche a ki Ab\u00f2de Sij\u00e8 sa yo:<\/p>\n

1. Detay oubyen sip\u00f2, pant, oubyen l\u00f2t dispozisyon pou pwoteksyon travay\u00e8 yo kont danje ki genyen nan t\u00e8 ki gen twou.<\/p>\n

2. Sipozisyon ak kalkil konsepsyon.<\/p>\n

3. Met\u00f2d ak sekans pou enstale sip\u00f2 ekskavasyon an.<\/p>\n

4. Kote yo pwopoze pou anpile matery\u00e8l fouye yo.<\/p>\n

5. Distans lateral minim\u00f2m apati t\u00e8t pant yo pou machin ak matery\u00e8l fouye ki anpile.<\/p>\n

6. Difikilte prevwa ak solisyon pwopoze yo.<\/p>\n

B. Sip\u00f2 ak Pwoteksyon pou Eskavasyon:<\/p>\n

Bay sip\u00f2 pou ekskavasyon jan sa neses\u00e8 pou sip\u00f2te kote ekskavasyon yo epi anpeche tasman danjere ak mouvman lateral enstalasyon ki deja egziste yo, pwopriyete adjasan an, ak travay ki fini yo.<\/p>\n

5.3 Retire Sip\u00f2 Eskavasyon an<\/p>\n

A. Retire sip\u00f2 ekskavasyon an yon fason ki pral kenbe sip\u00f2 a pandan y ap ranpli ekskavasyon an oubyen kite espas vid ki genyen nan ranblay la.<\/p>\n

B. Pa k\u00f2manse retire sip\u00f2 ekskavasyon an jiskaske ou ka retire sip\u00f2 a san domaje enstalasyon ki egziste deja yo, travay ki fini an, oswa pwopriyete ki b\u00f2 kote l la.<\/p>\n

5.4 Tranche<\/p>\n

A. Pou tranche ki depase 5 pye pwofond\u00e8, bay yon sist\u00e8m sekirite adekwa ki satisf\u00e8 egzijans l\u00f2d sekirite konstriksyon leta ak lokal ki aplikab yo, ansanm ak egzijans federal yo.<\/p>\n

6.0 Sist\u00e8m Dezidratasyon<\/p>\n

A. Bay, opere, epi kenbe yon sist\u00e8m dezidratasyon ki gen ase gwos\u00e8 ak kapasite pou p\u00e8m\u00e8t fouyman ak konstriksyon ki vin apre nan z\u00f2n s\u00e8k epi pou bese epi kenbe nivo dlo anba t\u00e8 a omwen 5 pye anba pwen ki pi ba nan fouyman an. Kenbe fouyman an kontiny\u00e8lman san dlo k\u00e8lkeswa sous dlo a, epi jiskaske li ranpli jiska nivo final la.<\/p>\n

B. Konsepsyon ak Operasyon Sist\u00e8m Dezidratasyon:<\/p>\n

1. Pou anpeche p\u00e8t t\u00e8 pandan y ap retire dlo.<\/p>\n

2. Pou evite pwovoke tasman oswa domaj nan enstalasyon ki deja egziste, travay ki fini, oswa pwopriyete adjasan.<\/p>\n

3. Pou soulaje presyon at\u00e8zyen an ak soul\u00e8vman ki vin apre a nan fon ekskavasyon an.<\/p>\n

C. Bay l\u00f2t kannal ak puisar s\u00e8lman si sa neses\u00e8 pou kolekte dlo ki soti nan flit lokal yo. Pa s\u00e8vi ak kannal ak souch k\u00f2m prensipal mwayen pou dezidrate.<\/p>\n

6.1 R\u00e8gleman<\/p>\n

A. Siveyans Dezidratasyon \u2013 Sediman Pwovoke: Moniman etabli pou siveyans sediman nan kote ENJENY\u00c8 a chwazi yo. Siveye mouvman v\u00e8tikal chak moniman sediman, parap\u00f2 ak yon referans aleka ENJENY\u00c8 a chwazi, nan frekans Plan Dezidratasyon KONTRAKT\u00c8 a.<\/p>\n

6.2 Jete Dlo<\/p>\n

A. Jwenn p\u00e8mi pou jete dlo nan men otorite ki gen jirisdiksyon yo.<\/p>\n

B. Trete dlo ki te kolekte nan operasyon dezidratasyon yo, jan ajans regilasyon yo egzije sa, anvan ou vide l.<\/p>\n

C. Vide dlo a jan p\u00e8mi pou vide dlo a egzije a epi nan yon fason ki pa pral lak\u00f2z ewozyon oswa inondasyon, oswa ki pa pral domaje enstalasyon ki deja egziste yo, travay ki fini yo, oswa pwopriyete adjasan an.<\/p>\n

D. Retire solid ki nan enstalasyon tretman yo epi f\u00e8 l\u00f2t antretyen enstalasyon tretman yo jan sa neses\u00e8 pou kenbe efikasite yo.<\/p>\n

6.3 Pwoteksyon Pwopriyete<\/p>\n

A. F\u00e8 evalyasyon potansy\u00e8l pou dezidratasyon pwovoke tasman. Bay epi opere apar\u00e8y oswa sist\u00e8m, ki gen ladan pi re-enjeksyon, tranche enfiltrasyon ak miray koupe, ki neses\u00e8 pou anpeche domaj nan enstalasyon ki deja egziste yo, travay ki fini yo, ak pwopriyete adjasan yo.<\/p>\n

B. Sip\u00f2te byen enstalasyon ki deja egziste yo, travay ki fini yo, ak pwopriyete adjasan ki vilnerab a tasman ak\u00f2z operasyon dezidratasyon. Sip\u00f2 a dwe gen ladan, men pa limite a, ranf\u00f2sman, sip\u00f2, oswa konpaksyon siman.<\/p>\n

7.0 Anpile Matery\u00e8l Eskavasyon<\/p>\n

A. Anpile matery\u00e8l fouye ki apwopriye pou itilize k\u00f2m ranpli oswa ranblaj jiskaske ou bezwen matery\u00e8l la.<\/p>\n

B. Mete siy ki endike kijan yo prevwa itilize matery\u00e8l ki anpile a. Mete siy ki lizib nan tout direksyon pou rive nan chak pil. Siy yo ta dwe byen ekri epi operat\u00e8 ekipman yo ta dwe li yo nan pozisyon chita n\u00f2mal yo.<\/p>\n

C. Konfine pil fatra yo nan s\u00e8vitwit, dwa pasaj, ak z\u00f2n travay apwouve yo. Pa bloke wout la oswa lari yo.<\/p>\n

D. Pa anpile matery\u00e8l fouye toupre tranche ak l\u00f2t fouyman sof si pant b\u00f2 fouyman yo ak sist\u00e8m sip\u00f2 fouyman yo byen f\u00e8t, konstwi epi antreteni pou chaj anpile yo.<\/p>\n

E. Pa anpile matery\u00e8l fouye toupre oswa anl\u00e8 enstalasyon ki deja egziste, pwopriyete adjasan, oswa travay ki fini, si pwa matery\u00e8l ki anpile a ka lak\u00f2z tw\u00f2p tasman.<\/p>\n

7.1 Eliminasyon Dech\u00e8<\/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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