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HomeMy WebLinkAbout2605028-C040_Sanitary-Sewer+Storm-Drain-Details-1-21-20201/4" BELOW TOP OFNEW PAVEMENT SURFACE3'-0"(MIN)PAVED AREAS: INSTALL HEAVY DUTY MONUMENT BOX,SIMILAR TO CAIRD ENG. NO. 50608-1LANDSCAPED AREAS: SEE DETAIL 2 ON THIS SHEET.PAVING & GRAVELAS REQUIREDSEAL JOINT WITH RAM-NEK8" x 3' ROUNDCONCRETE SLABSLIP HUB TO THREADED ADAPTERTHREADED PLUGFROSTEXPANSIONSLEEVECLEANOUT PIPE -4" Ø PVC45° BEND NON-SHRINKBACKFILLEND OFTRENCHVERIFY PIPESIZE PER PLANDIMENSIONSEND OF LINE CLEANOUT(IF REQUIRED) USE PLUG S L O P E S H E L F A T 1 " P E R F O O T R A D I U S O F M A N H O L E S E C T I O N A - A F R A M E A N D C O V E R T O B E E I T H E R D & L A - 1 1 7 2 R I N G & A - 1 1 7 8 C O V E R , E J I W 3 7 7 1 / 3 7 7 2 S E R I E S , O R A P P R O V E D E Q U A L . ( C O V E R S S H A L L B E S T A M P E D W I T H T H E W O R D S " S A N I T A R Y S E W E R " O R " S T O R M S E W E R " A S A P P R O P R I A T E A N D H A V E T W O 1 " P I C K H O L E S ) M A N H O L E R I N G A N D C O V E R S H A L L B E A D J U S T E D T O G R A D E O F P A V E M E N T S U R F A C E A S R E Q U I R E D U S I N G V A R I A B L E L E N G T H S E C T I O N S A S R E Q U I R E D M A N H O L E S T E P S A T 1 6 " O N C E N T E R 2 4 " O R 2 7 " O P E N I N G A D J U S T A B L E R I N G S 4 " M I N T O 1 2 " M A X F L A T S L A B C O V E R C U T O U T S A S R E Q U I R E D A A C H A N N E L = 1 / 2 D I A M E T E R O F P I P E S H E L F : S L O P E A T 1 " P E R F O O T T O W A R D S C H A N N E L S E E C H A N N E L D E T A I L P R E C A S T O R P O U R E D - I N - P L A C E B A S E . P O U R E D - I N - P L A C E B A S E , M I N I M U M C O N C R E T E T H I C K N E S S B E L O W P I P E I S E I G H T I N C H E S ( 8 " ) . P R E C A S T B A S E , M I N I M U M T H I C K N E S S T O B E S I X I N C H E S ( 6 " ) . P O U R E D - I N - P L A C E B A S E T O E X T E N D B E Y O N D O U T E R E D G E O F M A N H O L E W A L L . N O T E S : 1 . A L L J O I N T S B E T W E E N M A N H O L E S E C T I O N S , A D J U S T I N G R I N G S , M A N H O L E R I N G & T O P S E C T I O N , A N D A R O U N D P I P E I N T O M A N H O L E S H A L L B E W A T E R T I G H T . J O I N T I N G M A T E R I A L S H A L L B E " R A M - N E K " O R A P P R O V E D E Q U A L F O R A L L J O I N T S E X C E P T B E T W E E N P I P E A N D M A N H O L E W A L L . 2 . A D J U S T I N G R I N G S A N D C A S T I N G S H A L L B E C E N T E R E D O N M A N H O L E . 3 . R E M O V E S H I M S A N D G R O U T A N Y G A P S B E T W E E N T H E C A S T I N G , A D J U S T I N G R I N G S , A N D B A R R E L . R E M O V E E X C E S S G R O U T . 4 . G R O U T A L L L I F T I N G H O L E S I N B A R R E L . 5 . A L L L A T E R A L P I P E S S H A L L B E F I N I S H E D F L U S H W I T H I N N E R B A R R E L W A L L . N O T E : S T O R M D R A I N M A N H O L E S S H A L L N O T H A V E F O R M E D C H A N N E L S A N D T H E L O W E S T P I P E I N V E R T S H A L L B E N I N E I N C H E S ( 9 " ) H I G H E R T H A N T H E B O T T O M O F T H E M A N H O L E . AS REQUIRED USINGVARIABLE LENGTH SECTIONS AS REQUIREDMANHOLE STEPS AT16" ON CENTER 24" OPENINGFLAT SLAB COVERCUTOUTS ASREQUIREDPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCR E T E THICKNESS BELOW PIPE IS EIGHT INCHES ( 8 " ) . PRECAST BASE, MINIMUM THICKNESS TO B E SIX INCHES (6"). POURED-IN-PLACE BASE T O EXTEND BEYOND OUTER EDGE OF MANHOL E W A L L . NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, A D J U S T I N G R I N G S , M A N H O L E RING & TOP SECTION, AND AROUND PIP E I N T O M A N H O L E S H A L L B E WATERTIGHT. JOINTING MATERIAL SHALL B E " R A M - N E K " O R A P P R O V E D EQUAL FOR ALL JOINTS EXCEPT BETWEEN PI P E A N D M A N H O L E W A L L . 2.ADJUSTING RINGS AND CASTING SHALL BE C E N T E R E D O N M A N H O L E . 3.REMOVE SHIMS AND GROUT ANY GAPS BETW E E N T H E C A S T I N G , A D J U S T I N G RINGS, AND BARREL. REMOVE EXCESS GROU T . 4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUS H W I T H I N N E R B A R R E L W A L L . MATCH TOP OFCURB ELEVATION EJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOODVARIES - REFER TO PLAN K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R NOT TO SCALE SANITARY SEWER & STORM DRAIN CLEANOUT DET A I L N O T T O S C A L E S T A N D A R D S T R A I G H T M A N H O L E D E T A I L NOT TO SCALE COMBINATION MANHOLE AND CURB INLET02720-1B 0 2 7 2 0 - 4 P V C C L E A N O U T 2 " 3 " M I N . G R A D E P V C C L E A N O U T W I T H T H R E A D E D P L U G 1 0 " R O U N D V A L V E B O X , G R E E N , W I T H L O C K I N G L I D , C E N T E R E D O V E R C L E A N O U T G R A V E L B E D D I N G & B A C K F I L L 2 " 2 " F I N I S H E D N O T T O S C A L E C L E A N O U T B O X - L A N D S C A P E D A R E A S VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 0 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R D A T E DESCRIPTIONNO. B Y N:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C040_SANITARY-SEWER+STORM-DRAIN-DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jan/17/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 2 8 8 0 T e c h n o l o g y B o u l e v a r d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e H O M E 2 - H O T E L 2 6 0 5 . 0 2 8 M O N T A N A S A N I T A R Y S E W E R A N D S T O R M D E T A I L S C 0 4 0 C M S C M S M E E 1 / 2 1 / 2 0 2 0 T E E 6 / 2 4 / 2 0 1 9 B O Z E M A N DEVELOPMENT REVIEW RESUBMITTAL 1.21.2020