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PROPOSED TYPICAL SECTION12' LANE12' LANEEXISTING GROUND℄ DRAIN 622.1%EXISTINGR/WEXISTINGR/WEXISTINGDRAIN 62R/WVARIES 27' - 42'VARIES 89' - 129'VARIES 39' - 56'℄ 36th St SE2:14:14:13'3" AGGREGATEBASE COURSE CL 5(IN PLACE)2.1%2:14:1(STA. 0+15.97 TO STA. 58+71.71)7" CRUSHED CONCRETE(IN PLACE)3'2" AGGREGATEBASE COURSE CL 510.5" NON REINFCONCRETE PVMTCL AE-DOWELED2'2'TOPSOILTOPSOIL(STA. 58+71.71 TO STA. 62+01.77)PROPOSED TYPICAL SECTIONVARIES 9.12' - 16.00'VARIES 9.54' - 16.00'EXISTING GROUND℄ DRAIN 622.1%EXISTINGR/WEXISTINGR/WEXISTINGDRAIN 62R/W33'62'SECTION LINE7" CRUSHED CONCRETE(IN PLACE)VARIES0' - 6'33'℄ 36th St SE4:14:14:13" AGGREGATEBASE COURSE CL 5(IN PLACE)4:12.1%4:1TOPSOILTOPSOIL2" AGGREGATEBASE COURSE CL 56" SUPERPAVE FAA XXWITH PG XX-XXASPHALT CEMENTVARIES 10' - 23.58'VARIES 11.20' - 23.58'4'SHOULDER4'SHOULDERByDateRevisionNo.H:\JBN\6000\6006\6006_0152\Phase 3 - Turn Lanes and Concrete\CAD\Exhibits\Typical Sections.dwg-Typical Sections 1-2/15/2023 2:51 PM-(gcowing)X PROJECT NO. CBXXXXSHEETScaleDrawn byDateChecked byJERAMRTYPICAL SECTIONS2/15/2336TH ST. SE (POTENTIAL FUTURE COUNTY ROAD)CASS COUNTY HIGHWAY DEPARTMENTCASSELTON, NDAS SHOWNP <br />R <br />E <br />L <br />IM <br />IN <br />A <br />R <br />Y <br />N <br />O <br />T <br /> <br />FO <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />RU <br />C <br />T <br />IO <br />NHEI NO. 6006-0152