{"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\/ht\/city-hall\/public-works\/engineering-division\/section-7-4-special-considerations\/","title":{"rendered":"Seksyon 7 4. Konsiderasyon Espesyal"},"content":{"rendered":"<\/p>\n

SEKSYON 7 SIST\u00c8M KOLEKSYON GRAVITE EGOU SANIT\u00c8<\/p>\n

4. KONSIDERASYON ESPESYAL<\/strong><\/p>\n

A. . Krit\u00e8 konsepsyon:<\/p>\n

1. Pant minim\u00f2m: Yo dwe konsepsyone epi konstwi tiyo egou gravite yo pou yo rive nan vit\u00e8s fwotman, l\u00e8 yo ap koule plen, ki pa mwens pase 2.0 pye pa segonn, dapre f\u00f2mil Manning lan l\u00e8 l s\u00e8vi av\u00e8k yon val\u00e8 "n" 0.013.<\/p>\n

2. Gwos\u00e8 minim\u00f2m tiyo yo: Tiyo egou gravite yo dwe gen yon dyam\u00e8t minim\u00f2m de 8 pous. Tiyo lateral yo dwe gen yon dyam\u00e8t minim\u00f2m de 6 pous pou pwopriyete rezidansy\u00e8l unifamilyal; epi yon dyam\u00e8t minim\u00f2m de 8 pous pou pwopriyete miltifamilyal ak pwopriyete ki pa rezidansy\u00e8l epi yo dwe konekte ak tiyo prensipal la atrav\u00e8 yon twou egou.<\/p>\n

3. Yo dwe enstale twou egou nan fen chak liy; nan tout chanjman nan nivo, gwos\u00e8 oswa aliyman; nan tout ent\u00e8seksyon tiyo prensipal yo; epi ak distans liy ki pa plis pase 400 pye ant twou egou yo.<\/p>\n

4. Kote tiyo egou gravite yo kwaze anl\u00e8 liy dlo yo, tiyo egou a sou yon distans 6 pye (separasyon tiyo ak tiyo) sou chak b\u00f2 pasaj la dwe f\u00e8t ak DIP oswa PVC C900\/C905, san okenn jwenti ki pi pre orizontalman pase 3 pye ak pasaj la (separasyon tiyo ak tiyo).<\/p>\n

5. Yo dwe itilize matery\u00e8l tiyo sa yo selon pwofond\u00e8 v\u00e8tikal kouv\u00e8ti a ak kote yo ye a, sof si kalkil yo egzije otreman ak\u00f2z chaj espesyal oswa l\u00f2t kondisyon:<\/p>\n

a) Z\u00f2n rig\u00f2l ki pa pave:<\/p>\n

\u00a0 KOUV\u00c8TI < 30\u2033-36\u2033: S\u00e8vi ak tiyo PVC C-900 oubyen tiyo f\u00e8 duktil.<\/p>\n

\u00a0 KOUV\u00c8TI > 3 pye: SDR 35 oubyen C-900<\/p>\n

\nb) Z\u00f2n pave:<\/p>\n

\u00a0KOUV\u00c8TI < 30\u2033-36\u2033: S\u00e8vi ak tiyo PVC C-900 oubyen tiyo f\u00e8 duktil ak yon dal beton sou li, dapre Detay Estanda a.<\/p>\n

\u00a0KOUV\u00c8TI > 3 pye: S\u00e8vi ak tiyo PVC C-900 oubyen tiyo f\u00e8 duktil.<\/p>\n

B. Kontrakt\u00e8 a dwe konf\u00f2me li av\u00e8k tout dispozisyon ki aplikab nan Lwa sou Sekirite ak Sante nan Travay 1970 an, an jeneral, ak nenp\u00f2t amannman ak revizyon ki vin apre, epi espesyalman ak dispozisyon kons\u00e8nan antre nan espas f\u00e8men ak Lwa sou Sekirite nan Tranche yo. Pri konf\u00f2mite yo dwe enkli k\u00f2m yon pati nan pri inite enstalasyon tiyo a.<\/p>\n

C. Kontrakt\u00e8 a responsab pou bay yon plan antretyen trafik (MOT) ki apwouve epi li dwe mennen operasyon li yo nan yon fason ki apwopriye, l\u00e8 l s\u00e8vi av\u00e8k apar\u00e8y av\u00e8tisman tankou k\u00f2n trafik, bary\u00e8 ak limy\u00e8 av\u00e8tisman, ak p\u00e8son\u00e8l tankou moun ki bay drapo ak ofisye lapolis an inif\u00f2m, kontrakt\u00e8 a dwe asire ke piblik la resevwa bon av\u00e8tisman sou danje ki nan sit travay la jan Enjeny\u00e8 Vil la jije neses\u00e8. Nan ka gason k ap travay nan twou egou yo, Kontrakt\u00e8 a dwe bay dispozisyon sekirite pou kouvri nenp\u00f2t posib ech\u00e8k estriktir\u00e8l ak\/oswa inondasyon. Dispozisyon sa yo ka gen ladan yo men yo pa limite a, nech\u00e8l nan pozisyon pou p\u00e8m\u00e8t s\u00f2ti rapidman; senti sekirite; ekipman ponpe ki kanpe b\u00f2 kote; ekipman pou l\u00e8 siplemant\u00e8; ak l\u00f2t mezi ke sitiyasyon an ak bon pratik konstriksyon yo ka endike.<\/p>\n

D. Yo p ap p\u00e8m\u00e8t bag riser yo pou ajiste twou egou yo nan nivo final la, sof si Enjeny\u00e8 Vil la apwouve sa espesyalman.<\/p>\n

E. Ponpaj Kontournman Egou:<\/p>\n

1. Yo dwe kontwole koule dlo egou sanit\u00e8 yo atrav\u00e8 seksyon tiyo ak estasyon ponp kote travay la ap f\u00e8t la. Ankenn sikonstans pa ka retire p\u00f2syon nan sist\u00e8m nan nan s\u00e8vis pou pery\u00f2d tan ki depase sa Depatman Travay Piblik Vil la apwouve a.<\/p>\n

2. Kontrakt\u00e8 a responsab pou evalye kondisyon ak kapasite liy egou ak estasyon ponpaj ki deja egziste yo, an kow\u00f2dinasyon ak Depatman Travay Piblik Vil Miami Beach, epi pou akomode koule yo nan plan travay pwoj\u00e8 a pou aplike yon plan ponpaj bypass akseptab san okenn pri adisyon\u00e8l pou Vil la.<\/p>\n

3. Ponpaj bypass ap neses\u00e8 pou tout rekonstriksyon egou ak estasyon ponpaj ki ta lak\u00f2z f\u00e8men enstalasyon ki deja egziste yo. Kontrakt\u00e8 a dwe bay ponp, tiyo ak l\u00f2t ekipman ki neses\u00e8 yo, non s\u00e8lman pou detounen koule dlo a ozalantou estasyon ponpaj la, twou egou a oswa seksyon tiyo kote travay la pral f\u00e8t la, men tou pou transm\u00e8t koule dlo a nan liy egou ak\/oswa estasyon ponpaj an aval san okenn fr\u00e8 siplemant\u00e8.<\/p>\n

4. Sist\u00e8m bypass yo dwe gen ase kapasite pou jere koule ki deja egziste yo plis koule adisyon\u00e8l ki ka rive pandan pery\u00f2d mare wo oswa lapli. Anplis sist\u00e8m ponpaj bypass prensipal la, yon kapasite ponpaj ijans sekou, tankou yon kamyon aspirat\u00e8 ki gen yon kapasite minim\u00f2m de 1000 galon, dwe disponib nan yon (1) \u00e8dtan an ka ijans.<\/p>\n

5. Kontrakt\u00e8 a responsab pou bay travay, en\u00e8ji ak sip\u00e8vizyon ki neses\u00e8 pou enstale epi opere sist\u00e8m ponpaj ak sist\u00e8m kontou yo.<\/p>\n

6. L\u00e8 ponpaj la ap fonksyone, tout mot\u00e8 ponp yo dwe ekipe yon fason pou minimize bri ponp lan pou konf\u00f2me ak \u00f2donans bri Vil la.<\/p>\n

7. Kontrakt\u00e8 a dwe gen p\u00e8son\u00e8l prezan tout tan pandan operasyon pasaj egou sanit\u00e8 a. Pasaj nan wout yo oswa nan z\u00f2n trafik pyeton yo pa dwe reprezante yon danje pou pyeton yo oswa trafik la.<\/p>\n

8. Kontrakt\u00e8 a dwe bay yon plan antretyen trafik (MOT) ki apwouve epi jwenn tout p\u00e8mi dwa pasaj ak regilasyon ki neses\u00e8 yo anvan li k\u00f2manse nenp\u00f2t travay.<\/p>\n

F. Jan yo konstwi a:<\/p>\n

Anvan akseptasyon final la, yo dwe bay Vil la 2 kopi desen konstriksyon yo, s\u00e8tifye pa yon Topograf ak Map\u00e8 T\u00e8 ki Anrejistre nan Florid (PSM), pou apwobasyon ak akseptasyon tiyo egou yo, twou egou yo, lateral yo ak ouv\u00e8ti netwayaj yo, ansanm ak yon kopi medya dijital ki pwodui desen konstriksyon sa yo. Desen konstriksyon yo dwe montre nimewo Estasyon yo ak dekalaj orizontal yo soti nan Liy Debaz la ak liy Dwa Pasaj yo sou yon plan ki gen yon ech\u00e8l pa mwens pase 1\u2033=50 pye pou tout twou egou, koub Wye, ouv\u00e8ti netwayaj lateral yo, elatriye, nan aliyman orizontal, ak yon pwofil ki gen yon ech\u00e8l v\u00e8tikal pa mwens pase 1\u2033 = 2 pye ak elevasyon env\u00e8se nan tout twou egou, koub Wye ak apepr\u00e8 chak 50 pye omwen. Plan ak Pwofil Konstriksyon yo dwe montre tou tout tiyo egou ak lateral ki abandone ak bouche nan limit pwoj\u00e8 a.<\/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\/ht\/city-hall\/public-works\/engineering-division\/section-7-4-special-considerations\/\" \/>\n<meta property=\"og:locale\" content=\"ht_HT\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Section 7 4. 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