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4 lead P'. Rod <br />T— zBc her, Face of <br />•H,•• Curb above Pavement <br />%777/ �Jjpl�.��/7�J/f% <br />// dloaenl PavtTMl �S <br />11. ,-»»->�i///�// <br />ea, 2 0 Def Tie Bort. <br />���� <br />Tie Bar recess pont- H 9''mox and 32 minand shall be 6".mess <br />ioned in reverse when otoe—se show., on the plans <br />Concrete Curbis con- '. Hz, - Some as adjacent pavement thinness for rigid pavement <br />strutted fast H1.. =12" For other than rigid pavement (Tie Snrs Omitted; <br />TYPE "A" TYPE "D" <br />(Including Tie Bore l (Excluding Tie Bore) <br />CONCRETE. CURB <br />I .. <br />4Rod.� 1-0" 2�-0�� <br />i ,Rad \ . <br />4 Tie Bar recess posiioned in reverse <br />when Cone Gutter is constructed first. <br />P � <br />x/7777/771ZMI/ <br />9. <br />Ad)acent Pov10 <br />7" <br />M4,2-0' Def T��sed <br />of 3'-O,' C C_.«__E, <br />ff Alternate Tie Bars or Bolt Type <br />instalattons may beuseelos shown for Longitudinal <br />Joints. <br />TYPE "A" <br />TYPE "D" <br />(Including Tie Bars) (Excluding Tie Bars) <br />CONCRETE GUTTER <br />a Rod. 6" 2. 0" 4, <br />• Tie Bar recess positioned m reverse <br />2 Batter, /.nen Conic. Gutter is constructed first. <br />Face Of Curb aI\ <br />" 2., i7TlT/Ill/7f <br />d1 ene Pavement! <br />7" _ 7" I I•_0" a4, 2'-0" I. it Bars <br />- - �SDpced of 3'-0 S_ // <br />"N' = 9" Max., 31 Mm,ond snow be 6" if Alternate Tit Bars or Soh Type installations <br />unless otherwise shown M the plans_ may be used las shown. for Longitudinal <br />Joints <br />TYPE "A" TYPE "D" <br />(Includina Tie Bars) (Excludina Tie Bas) <br />CONCRETE CURB AND GUTTER <br />(Barrier Type) <br />i'•Rod r2" <br />4 <br />;.W. "R a Pdvemenl <br />Surface'IF <br />_ v <br />• e4, 2-O' <br />'Def Tia Bort.• <br />Solaced at 3'-O'* CC <br />9" Mas and 4" min and stall be G' unless <br />otherwise shown on -pians <br />..H2. = Some oc adjacent pavement thickness <br />Inn rigid pave-nent and 12" far other <br />than rigid pavement (Tie Bars Omitted) <br />TYPE "G" TYPE "J" <br />( Including Tie Bort.) (Excluding Tie Bars) <br />CONCRETE CURB <br />(Mountable Type) <br />6" O" <br />4'Rod2 T,e bar recess po5 toned <br />� <br />— TT\ n reverse when Curb 9 Gutter <br />H�' o pJ \is constructed first. <br />1"Rad \ <br />_ All oceniT <br />9 Pavelne rt <br />f3 <br />L � <br />"H=9Y'rhax and4"min a e4,2-0Def Tie Bars <br />shall be 6 n -i ss otherwise or alternate Bolt Type instal. <br />shown on the plans. may be used, spaced a1 3-0' C <br />TYPE "G" TYPE "Jit <br />(including Tie Bars) ( Excluding Tie Bars) <br />CONCRETE CURB AND GUTTER <br />( Mountable Type) <br />Def Tie Bars at 3'-O"C C <br />IF — <br />I <br />� o'n <br />e4,Reinf. Steel Bars- <br />NOTE Typical Design Only. Exact <br />design and flume length stroll be \� <br />determined of time of construction <br />to fit held conditions. <br />4-O'min. <br />I <br />tp� Rood Shoulder <br />i <br />114, Rein) Steel Bars <br />of 3'-O CC <br />B,"'P <br />Toe of Slope-- <br />10.. <br />Cut-cff Wall .j-1'-0" <br />2'-0" Deep <br />a4, Pemf Steel Bars 2-0 <br />9.. f 6.. --t 6•• 16'.h� <br />4 Rad 3 Rod-�� <br />a4, Rel6 13" Steel Bars _ °J .r 7,_ —I <br />2" 1 <br />SECTION ASA" SECTION <br />CONCRETE INLET OR DISCHARGE FOR <br />CURB AND GUTTER SURFACE DRAIN <br />GENERAL NOTES <br />Details of construction and motenats not shown on th.s drawing shall=onform to <br />IN pertinent requirements of the Stondord Specifications and <br />the opplicoble Special Provisions. <br />JOINTS - <br />Joints shall not be sealed in concrete curb, concrete gutter, cone-ete Curb and <br />gutter, or concrete surface drains. <br />Nall . <br />