Orange County NC Website
�PagE. 4,99 of 686 PROOFS 4/3/20 14 <br /> BOOFOEJY B" VOJGJFE EFV\FNPON FOU PSEJOBODF ©8/9 <br /> )vyjj* Bo befrvbd uvso.bspvo e j t j grbdf buts f foe pgt.i f spbe< <br /> )jy* Sfrvjsfe wfst dbrrboe i psj{potbrrdrfibsbodf jt gspvyefe<boe <br /> )y* Tjhi uejttbodf boe dpott.svdt po buts f jot.fstfdt po xjLi b gvcrj'dspbe i bt cffo <br /> bggspde cz ODEPI.V <br /> )3* Usbwf rm bz <br /> )b* Ui f t.sbd r-a bz n vt u cf t vsgbdf e boe dpn q bduf e x j d b n bt.f sj brrbddf q t.bcrfi t.p P sbo hf <br /> Dpvotz t.p Li f sfrvjsfe xjed pgt.i f gbst dvrbsdrbtt pgspbe/ <br /> )c* B dspx o ti pv re cf cvj m j o t.p Li f usbd r-a bz t p Li bu x bt.f s x j m-esbj o g3pn t.i f spbe <br /> t v sgbdf j o t.p t.i f t j e f ej udi / <br /> )d* Ui f dspx o t i pv re o pu cf t p hsf bu bt t.p dbvt f wf i j drftt t.p t rj-ef pgg Li f t.sbwf rm bz x i f o <br /> j df ps t o px j t po Li f spbe/ <br /> )e* H of sbrm Li f spbe boe t i pv ref s t i pv re cf dspx of e bt t i px o j Li f esbx j o h cf rpx t p <br /> Li bu sv o pgg x j mesbj o t.p Li f ejudi ft po cpd tjoft pgLi f spbe/ <br /> Figure 7.8.5.D.2:Crowning of Roadway,NCDOT Typical Shoulder/Cross Section <br /> 5'-6' 6'-8" 18'-20' 6'-8' 5' 6' <br /> Ditch Shoulder Roadway Shoulder Ditch <br /> S/ 016,..% 0.08 0.02.,E 0.08 3 e <br /> a� <br /> )f* Jo tpn f tjuvbtjpot jun bz cf eftjsbcrfioput.p dspx o Li f spbe cvut.pi bd Li f t.sbwfr-a bz <br /> t rpgf e t.p b tjohrfi ejudi bt t i px o cf rpx/ Ui jt jt bggrj'dbcrfi jo g)vs tjuvbt pot; <br /> )j* X i f sf j u j t of df t t bsz t.p dv u e px o po Li f rfio h d pg b ej udi j o pse f s t.p sf e v df Li f <br /> fsptjpo gpt.fot brroz efdsfbtjoh t.i f %prun f pgsvopp <br /> )j j* X i f sf j u j t ej go dv m t.p dpo t t.sv du ej udi f t e v f t.p spol - <br /> )jjj* Up gspvyef g)s t vqf s.f rftvAbtj po- ps <br /> )j uv* Jo dv swf t/ <br /> )g' Ui f tjohrfi trpgf eftdsjcfejo )f*ti pvne brmbzt esbjo t.pxbse t.i f jotjef pgbdvsd/Ui f <br /> dspx o t rpgf pg t.i f spbe boe ti pv refs ti pv re cf bggspyj n bt.f m M t.p 2 j odi of s g)pJ <br /> Figure 7.8.5.D.2.e/f:Crowning of Roadway,NCDOT Typical Shoulder/Cross Section Single Slope <br /> 6"-W 5'-6' <br /> Roadway Shoulder Ditch <br /> Sfgvcrj-dbgpo Tqfdjbm DEB;5: 4 <br />