Loading...
HomeMy WebLinkAboutC630 Storm-Drain-Details_22x34_20190801AS 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, MA N H O L E RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHA L L B E WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APP R O V E D EQUAL 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, ADJ U S T I N G RINGS, AND BARREL. REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL W A L L . MATCH TOP OFCURB ELEVATION EJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOODVARIES - REFER TO PLANSLOPE SHELFAT 1" PER FOOT RADIUS OFMANHOLESECTION A-A FRAME AND COVER TO BE EITHER D&L A-1172 RING & A-1178 COVER,EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL. (COVERS SHALLBE STAMPED WITH THE WORDS "SANITARY SEWER" OR "STORMSEWER" AS APPROPRIATE AND HAVE TWO 1" PICK HOLES)MANHOLE RING AND COVERSHALL BE ADJUSTED TO GRADEOF PAVEMENT SURFACEAS REQUIRED USINGVARIABLE LENGTH SECTIONSAS REQUIRED MANHOLE STEPS AT16" ON CENTER 24" OR 27"OPENING ADJUSTABLE RINGS4" MIN TO 12" MAXFLAT SLAB COVERCUTOUTS ASREQUIREDAACHANNEL = 1/2 DIAMETER OF PIPE SHELF: SLOPE AT 1" PERFOOT TOWARDS CHANNELSEE CHANNEL DETAILPRECAST 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, M A N H O L E RING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SH A L L B E WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR AP P R O V E D EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WAL L . 2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE . 3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJ U S T I N G RINGS, AND BARREL. REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL W A L L . NOTE: STORM DRAINMANHOLES SHALL N O T H A V E FORMED CHANNELS A N D THE LOWEST PIPE IN V E R T SHALL BE NINE INCH E S ( 9 " ) HIGHER THAN THE B O T T O M OF THE MANHOLE. N E W P V C P I P E A S N O T E D O N P L A N S N E W F O U R I N C H ( 4 " ) S C H . 4 0 P V C R O O F D R A I N L E A D E R @ 1 / 4 " P E R F O O T S L O P E ( M I N ) O R A S I N D I C A T E D P E R P L A N N E W T E E - W Y E F I T T I N G ( A S R E Q U I R E D ) F O R C O N N E C T I O N T O R O O F D R A I N L A T E R A L L I N E N O T E : V E R I F Y P L A N B U R Y D E P T H I N T H E F I E L D , I N S U R I N G E I G H T E E N I N C H E S ( 1 8 " ) O F M I N I M U M C O V E R © 2 8 8 0 T e c h n o l o g y B l v d . W . B o z e m a n , M T 5 9 7 1 8 P h o n e : ( 4 0 6 ) 5 8 7 - 0 7 2 1 F a x : ( 4 0 6 ) 9 2 2 - 6 7 0 2 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 R A W N B Y : C H K ' D . B Y : A P P R . B Y : D A T E : Q . A . R E V I E W D A T E : B Y : 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 . , 2 0 1 9 VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C630- Storm-Drain-Details.dwg Plotted by cooper krause on Jun/6/2019 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 5 3 0 5 . 0 0 5 C 6 3 0 B O Z E M A N M O N T A N A T E E K D J M E E 1 0 / 2 0 1 8 S T O R M D R A I N D E T A I L S R E S I D E N C E I N N - B O Z E M A N 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 COMBINATION MANHOLE & INLET DETAILNOT TO SCALE STANDARD STRAIGHT MANHOLE DETAIL N O T T O S C A L E R O O F D R A I N D O W N S P O U T C O N N E C T I O N 1 0 / 1 7 / 2 0 1 8