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<br />SLOPE
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<br />SURMOUNTABLE CURB
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<br />8618 CURB
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<br />Concrete Curb & Gutter
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<br />= TACIt COAT
<br />2"2350 lVNW3S030 B BASE COARS<:
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<br />6'ClASS5GRAVELBASE
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<br />a"TOPSOIL
<br />(TYP.BOTHSIDES)
<br />$URMOUNTAELECONCRETE
<br />ClJRBANDGUTTER
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<br />Typical Street Cross-Section
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<br />
<br />SU C>\TCH IlASlN f'IlAWE ""0 I<lJUSJIfG RINGS IN
<br />rull.El6l0FGROUT.
<br />2" CONCIlErE AWUSJlNG RINGS (2 ~IN. ~ MAxJ
<br />
<br />....U~MJII !.I,ll. STEPS 1"0 BE
<br />INSfM..llil Sl'ACUl 16"o.C.
<br />
<br />PRECAST RCNFORCEDCONOlE1E
<br />l'lf't: SEcnClNS (ClASS ~)
<br />
<br />GROOTUl ~.H. JOWTS REOORrn.
<br />_NEJ(ORO_RINCCASI(OS~to;or.l~orn
<br />INViEfMlo,sTO l.lFDINAlJIlAIION
<br />spoonClTlOllS.
<br />
<br />!HIS NQ. ""'Y B<: Bloc;~ !)R!'RI;OSr
<br />(To TOP Of PIPE)
<br />
<br />CASfllMJlTIHPlACE,SMQ(l11<TR!lWrufD
<br />~Jcr.Sl.OF'El/2-1N1Z".
<br />
<br />65-0l<.RBNRl=COIICllEIE
<br />Wlllj6'610/10~
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<br />Slab Top Catch Basin Manhole
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<br />OEFRESSCASTl>lGo.l"
<br />saOWFLO'M.lNE
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<br />
<br />Street & Storm Details
<br />
<br />TOI'OFCUIl!l
<br />
<br />PLAN
<br />
<br />Curb Transition At Catch Basin
<br />
<br />ISOMETRIC
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<br />A
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<br />~~~""'''"
<br />Z'"S"STYI..EC&G
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<br />SUR'-IOUNTABlECURB I
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<br />"B"STVLEC&G
<br />SURMOUNTABLECONCFlETECURB
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<br />C.B.CASTING
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<br />Curb Transition at Intersection
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<br />TAANSmON
<br />
<br />MANHOLE FRAME & COliER NEENAH R-2.'.i78G
<br />w/TYPECGAAll.:OAAPPROVEOEOUAL.
<br />(UNLESS OTHERIN'ISE NOTED)
<br />S8"CATGH BASIN FRAMEANDAOJUSTlNG
<br />RINGSINFULL8EOOFGROUT.
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<br />
<br />Z'CONCRETEADJUSTING RINGS (2 MIN,4 MAX)
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<br />AlUMlNUMM.H.S1EPSTOBE
<br />INSTALLEO SPACED 16'O.C.
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<br />6'0 REINFORCED CONCl'lETE
<br />8ASE~S><61ot10M5SH
<br />
<br />PRECASTREINFOFtCEOCONCRETE
<br />PIPESECTlONS(ClASSI~
<br />
<br />GROUTEO M.H. JOINTS REQUIRED,
<br />RAMNEKORO-f\INGGASKErS
<br />RECOMMENDED IN WUAREASTO
<br />MEETINFllTRATION SPEORCATTONS.
<br />
<br />THISARE!\MAY6E6LOCKOA
<br />P!IECAST (TOTOP OF PIPE)
<br />
<br />CAST INVERT IN PLACE, SMOOTH TROWEl.ED
<br />SURFACE.SLOPE1/Z'INl2".
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<br />Catch Basin Manhole
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<br />MATa-1 NEWC>OEXlSTTNG
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<br />w'''~''''"'''''~"~
<br />STREEr\
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<br />
<br />SECTION A-A
<br />
<br />
<br />GU'TTi;RSEC110NCl TOMA],"
<br />EXISTING FLOW UNE GRACE
<br />CONCAETEVALlEYGUTTER
<br />EXPANSION JOINT
<br />
<br />=
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<br />Concrete Valley Gutter
<br />
<br />f~:f"~1 i
<br />I I E" .~-
<br />
<br />BICYCLE SAFE GRATE [TYPE C)
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<br />R-2578-C Curb Inlet Frame, Flat Grate
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<br />R-3250-A Curb Inlet Frame, Grate, Curb Box
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<br />AlTERNATE DESIGN
<br />rT PLAN VIEW
<br />+ ~
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<br />D'
<br />
<br />
<br />,------j
<br />
<br />NOTES:
<br />1. HOLES ARE CAST IN SECTION AS
<br />REQUIRED FOA lYING FLARED END SECTION
<br />TO ADJACENT STRAIGKr SECTION.
<br />
<br />2. END SECTION IS MANUFACTURED IN
<br />ACCORDANCEWfTH APPUCABLE PORTIONS
<br />OF ASTM SPEC1ACATION C-76.
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<br />LONGITUDINAL SECTlON
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<br />GRoOVEENOQNOUl1..EfENo
<br />SECTTON TONGUE END ON
<br />INlET END SECTION
<br />
<br />D1A- W~RHT SLOPE
<br />METER ECTIO
<br />INCHES lBS. XTOY
<br />12 S30 2..4:1
<br />15 740 2.4:1
<br />18 900 2.3:1
<br />21 1200 2.4:1
<br />24 1520 2.5:1
<br />27 1930 2.5:1
<br />30 2100 2.5:1
<br />36 4100 2.5:1
<br />42 5360 2.5:1
<br />48 65S() 2.5:1
<br />54 824ll 2.0:1
<br />60 8730 1.s:1
<br />66 10,710 1.7:1
<br />72 12,520 l.a:l
<br />78 14,770 1.6:1
<br />84 16,160 1.6:1
<br />90 20,900 1.5:1
<br />" S7-1{2 IN NOR.TH DAKOTA
<br />
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<br />
<br />INCHES INCHES INCHES INCHES INCHES INCHES
<br />, , " *,. 72.718 "
<br />2_114 , V " '" ~
<br />2.1{2 , V " '" M
<br />~. , M 37-1{2 ~'" "
<br />, 0,. *'" w -n.112 "
<br />3-114 10-1/2 49-1/2 " ~,. ~
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<br />. M .90-112 " 111-\/2 '"
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<br />
<br />INCHES
<br />,
<br />2-114
<br />2_1/2
<br />2-314
<br />,
<br />3_114
<br />3-1/2
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<br />5.1/2
<br />,
<br />5-112-
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<br />
<br />Flared End Section for RCP Culvert
<br />
<br />COTIERPINAND4"OX~'WASHER
<br />(BOTH SlOES)
<br />
<br />3!8'"PLATE
<br />
<br />
<br />lV..GALVANIZED80LT&
<br />NUTAND4"OXWWASHER
<br />
<br />IV." BAA
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<br />
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<br />
<br />""M
<br />
<br />TIE RODS 2 EACH LAST FOUR samONS
<br />
<br />NOTE:lASTFOURSECTTONSTOBETIEDBACK
<br />
<br />USESTRIJCTURALSTEELSPEC.330B
<br />GALVANlZEO. WEI..D 6/8'BAASTO 1" BARS 6' D.C.
<br />WEI..D1"BAAST03IIf'PLATE.ORILLTHREE1-&1S'
<br />HOLESINAPRDNFORATTACHINGGAAll.:.
<br />
<br />Trash Guard for RCP Flared End Section
<br />
<br />
<br />SECTION A-A
<br />
<br />CLASS2RIPRAPREQUIRBlENTS
<br />12"1024" 4<:ubicyatds
<br />27"1033" 8 <:ubJcjtatds
<br />36"1048" 12cub'cyards
<br />54.""dUp IScub'cyatds
<br />(O""oobk:yardisappro>:Umtdy2,800bs.)
<br />NOTE: RLTER BLANKET REQUIRED
<br />UNOERRIPAAPOR2LAYERSOF
<br />500XM1RAF1FABAICOAEQUAL
<br />
<br />I
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<br />-. ,',..//
<br />,.. -;, '.-~'"'...- -~. "..,."..~.,..;-."..' '
<br />- __x_'.'
<br />
<br />SECTION B-B
<br />
<br />
<br />PLAN
<br />
<br />Rip Rap at R.C.P. Flared End Section
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