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TYPICAL SECTION"� .-./ �w <br /> STA.108+32 TO STA.131+00 /•�D ee 77 <pr0G7se 44K) fr. e /f!d <br /> STA.147+35 TO STA.174+01 /AV"...syqri,A4: AiseT A. 4r.,02,4, <br /> c. <br /> 4 60'RAN /• <br /> • 4 54'CLEAR ZONE 1.4 <br /> 4 40' - <br /> SLOPE 0.02 FT.PER FT. •1 <br /> 4:1 V DITCH � <br /> DEPTH VAR. •••••••• . <br /> FINISHED GRADE i �4•TOPSOIL <br /> r 7 TYPE 41 BIT.SURFACE-72'WIDE EXCAVATE TO THIS UNE <br /> FOR QUANTITIES INCLUDED•CLUDED.7 <br /> 4 QUANTITIES tNCLUOE.B IN <br /> W CLASS 5 AGG.BASE-2211 r 4 COMMON EXCAVATION.BUT NOT <br /> `-7 TYPE 31 BIT.BASE-72.4'WIDE SHOWN IN CROSSECTIONS <br /> TYPICAL SECTION <br /> STA.131+00 TO STA.147+35 %({PryLcG AL /ypKjam,4,4. P � <br /> . <br /> 60'R/W 46'CLEAR ZONE I <br /> 2' � 8412 CONC.CURB&GUTTER +114 PER FT. <br /> .1440 36' <br /> SLOPE 0.02 FT.PER FT. + 3:1 MAX. <br /> i rIII/ir .11111K I'' ''''' '''- ' ' , 11111111MBEFF <br /> ik <br /> r 7 TYPE 441 BIT.SURFACE•72'WIDE <br /> _�/"" 2 TYPE 31 BIT.BASE•72.4'WIDE <br /> 4110 6'CLASS S AGG.BASE`•2211 <br /> 1 <br /> TYPICAL SECTION <br /> STA 174+01 TO STA.218+00 /1/6-44.2""‘"'"•'9.'IC '.-.A TO ae 3Z <br /> L <br /> 4 60'RW/ ► <br /> B412 CURB&GUTTER ON WEST SIDE ONLY - 54'CLEAR ZONE. •• <br /> BETWEEN STA.196+00 TO STA.199+50 4 34' <br /> 4 30' <br /> SLOPE 0.02 FT.PER FT. <br /> 4:1 V DITCH \ J y <br /> DEPTH VAR. <br /> FINISHED GRADE` ` . ' \W TOPSOIL <br /> 7 TYPE 41 BIT.SURFACE-72'WIDE EXCAVATE TO THIS UNE <br /> CUT STAKE WILL BE TO FINISHED <br /> • DITCH GRADE.EXC.QUANTITY IS <br /> CALCULATED TO THIS LINE <br /> 7 CLASS 5 AGG.BASE-2211 SHOWN ON CROSS SECTION.CTION.. <br /> t NOT <br /> 2-TYPE 31 BIT.BASE-72.4'WIDE <br /> • <br />