Loading...
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 CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLERING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVEDEQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTINGRINGS, AND BARREL. REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.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 DETAIL 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 DATEDESCRIPTIONNO.BYN:\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 engineers surv 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