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<br /> <br />--~ <br />CS200 <br />s.€ET2 OfB <br /> <br />a' <br />- <br /> MAX <br />~ ~J;1 <br />- <br /> --- <br />- - <br />-, <br />CHATFIELD STATE PARK <br />RECREATK:lNAL MITIGATION SnJOY <br />RQJ.DWAY FEASIBIlITY NW.. YSIS <br />nn&CF__ <br />TYPICAl ROAD SECTlONS <br /> <br /> 42.00 <br /> ~ <br /> '" '" ~~ <br /> w w ~~ <br /> 9 9 <br /> 5 ~ 1!lt <br /> " w_ <br /> ~ '" 0.'" <br /> 11.00 1100 <br /> 1.5' '.00 TRAVEL LANE 1': TRAVEL LANE '.00 800 1.00 <br /> - - - - <br /> 1.5' <br /> - - <br /> - ~2% } ~ - <br /> - - <br /> TYPICAL BRIDGE ROSS SECTION <br /> - 110.00 - <br /> 11.00 11.00 11.00 11.00 <br />a' TRAVEL lANE TRAVEL lANE '6. TRAVEL lANE TAAVEL lANE <br />- - . - - <br /> INVERTED 2% <br /> .2% MEDIAN - - <br /> - = 10% SLOPE - - <br /> - <br />~-:J - - <br />6- ASPHAlT PAVEI.lENT TYPICAL ENTRANCE RC AD CROSS SECTION <br />2- ClASS 5 OR 6 ABC <br /> 5000 1 - <br /> ~ I '" <br /> w <br /> 9 <br /> 5 5 <br /> " " <br /> '" 11.00 1100 '" <br /> 10' '.00 TRAVEL lANE TRAVEL lANE 4.OQ a' <br /> - <br /> MAX .2% 2% MAX <br /> - <br /> 2:3:1 L :t3:1 <br /> --- - .-- <br /> .......... - <br /> 6- ASPHAlT PA~ENT---1 <br /> 12' ClASS 5 OR 6 >J3C--1 <br /> TYPIQ.AL ROAD CROSS SECTION <br /> - - <br /> . - <br /> - - <br /> - - I\R.BRO'ol <br /> 0 10 <br /> - - <br /> - - .......- <br /> Ftec..oo tm21-2e!Q <br /> - ~~~-:f-Ooll <br /> -...." <br /> _'--.aIm <br /> - = <br /> I <br /> <br /> <br />MAX <br />:l3:1 <br /> <br />I <br />I <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br /> <br /> <br />I <br />