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HomeMy WebLinkAboutGrading Plans\ #.91 _...1260.-"' -:.] o/s 55.73R :k"" ,\ -72a0..--. pT. I O9+99.50 \ PC:l l0+79.81 N3l 9463.45 EJ28997.96 ?2s 03060l+ '-60'FEET. rN. oul (,z æ. LIJL!zoz LIJvú.oL (9z &. oú. 8329052.53 HICH GNGE BP:9br>aY ì url ü3et7! PC:1 19 \ MIqRIFI EELOW AoO o/s..33.44R ,./ I qo^, : o.5ô qÞ'' ut1Þ;. t--:s' .! 'eqoì' CHECKED BY DCS DRAW\ 8Y: ÆW z ã ô\ ì,Y1," I tÈd: 2I ô7325 7320 731 5 731 0 7105 HIGH GNGE culwRl --t-7245 72AO 7275 1270 7265 7260 7255 7250 7245 72& 723s 7230 7225 7220 7215 7210 7205 1200 7195 7180 / 73OO / 7295 / i2so JOB#:2021-08 NOT FOR CONSTRUOION FINISHED GNE \ ar,*"" "m¡t ¿/ -- -9>¿-l #. z,o È gîi eE> UJãt, 5ú Í(9 1J+57.50 N31 97t2.64 F32AS75 30 PRC:1 1 4+73.J6 9¡P I lfl t" ulu a 7325 7320 731 5 7310 7J05 7J00 7295 7290 1245 72AO 7275 7270 7265 7260 7255 7250 1246 72Æ 7235 7230 7226 7220 7215 7210 tu ELry.7zt K=21.O2 HIGH GruGE CUIWRÌ'I 103+60 H.P.5TA.r03+22.28 H Þ.Fl û.7219_23 PU STA.10J+1E.56tu EW.7219.60 280.49' 102+00 102+40 102+EO 10J+20 104+00 lo4+40 salo0+14.54 1æ+55.E1 721 1-41 7205 scALE_7200 HORZ. 1"=60 7195 WRtr I '=JO.O ru fÀ100+ñ.15ry ELW.721 1.6J K:2.12 14,€7' VC WCS:100+70,49ME: 7211.86 L.P.S^.100+62.94 L.P.ELW.721 1.74 :-= 3 ti /-1\ o/s -2t.tgL PTt04+52.22 A Pr:102+53. lO 8720.21 3.25 ....... .''*... oul Et.72r 105+80,38 o/s 46.00'L 100+22.60, o/s 46.641 100+4a.79, O/S 1 FC:l 0O+31.56 rNv. our sla.o/s 2a.32R EJ28878.91 3.5 00+5s-9s, o/s 46.00R CEN. Final Plat plan of road segment subject to grad¡ng perm¡t. Final Plat profile of road segment subject to grading perm¡t. i07120 107+60 10a+00 108+€ 104+60 109+20 HIGH GNGE CENIENLIÑE PNOFILE 112+OO i12+O 112+a0 113+20 lt3+60 114+00 11¡+4 1l HIGH GNG P&P STA100+00.m To STA117+8t00 (1) Preliminary plan of road segment subject to grading permit. ñl É oz ..i',.., .... 1 o¡¡N¡ço à ô uoou( úz E E 0 ,II rl eÈ ãE za 5 v"" t_9 "L vu¿s¿V 'i, , ú ?7N 7680 7800 LOw POINT ELEV=7521,J1 LOW POINT SIA=50+91.16 Þv sÍÀ t;¡3.05 HORIZONTAL GRAPHIC SCALE IN FEETilrcHÁ ru Ef,@rc¡lw1lw. $ EF PV StA=55+47,24 PV ELEV=754O.44 A.O.= -J.17 K-7.00 PV slA=sEr40./9PM E|EV:7520.66 PU E[EV=7546.1S 22:1a vc A,o.:b.aaHtcH PıNl ElFv=7521 67 Á,0 =5 99 H|GH PdNl sTÀ-5o+174r K=26.00.(=26.00 llPV SfA=48+61.56 ?v EEv-l??!a1 A.D.=-a-60 15J.01'VC 7e& 7420 7ô00 7580 9* 9ñ HN PM SIA=33+62.04' PM ELEV=7409.45 7m 7520 SIA=24+49.97 ELEv=7JEE-97 . A.O,=J.60 X=50.æ d 180.ra'w K=40,00 7S 7ßO 160.00 rc 7Æ 7120 7Æ 7S0 7$0 7ru ?720 Hlfr PqNl'ELEV=7223;45 HICH PqNI STÀ=3+18.56 PROPOSÐ ffiAOE FONl ElEV=7215.92 LO!,! qorN-f SrA=5+82.85pv sla=6+34 a5 PV E'EV:721T76 FNSflM K=12.O0 A.D.=12.@ I UZ ¿ trlJJ U Z LN ì{¡ ErÈ+ c,FC'tìC Ëe -€EJ. -e ì ea Iru Preliminary profile of road segment subject to grading permit. 96.00' vc 312.0d VC Ctì =l.Éoz UP =;oi! l¡¡ ut r-9ff Uð oposu=(g drt <=ol >a(ã ou =oq (, z auu2 ttzu E = t?ì;Ì oytnfI nÉô oFo { r:¡ll!¡ã ÊE ',¿ àu 28* Yà zo t ào I! ni x;r! (Hl -(L)- FIN¡SHID GUDÉ SUtrACE TO SE WGÍAÍEO IN ACCO¡DAÑCE WTH frE ItrGgAI¡ON PNS ANÞ r{s¡¡ñG COWtrO MH MIMfl 5MX OR ÆPROWD EQUI ND CæÚD WfH NAM $IL L'"i1ff't',f^. nons'lof tNsrcfiaÍoN sPEcf ¡af oNs t{0f$: ll ft)=dNIMUMGþIÉnLELENGTH lHl - wÆ HEGfl L - 0.7s xl4 2l GEOlmtEtO SEPUCEO BEMENSLOCßÍmñGÁrfiEBIOCK FrcEAND CONÍNUING PÆTSACKOF 8L@K 8TæKDÉNH IS INCLUDEDIN(r). 3) GEOmE SHAI 3E PUCEDONAL Um OF fiE rcmONSOf WAL IHAI EXCEEO ó Í. IN HEIôflT,8UT IS NOIREQUIREDON TRÍONS OF w tL L!$ fr^ñ 6 fr. lN HFGHI. ì) {! = slNlMuMGEoTEmtE ENGIH r - 0.75 x(H) 2l GtottrtrE lo 3E PhcED 8ftEN tLæßSlÆlNO^llHE SIOCKFACEN0 coNfNUtNc pÁr 8^cK oF 8Læe ¡rocKDEm ßNcLuoEDtñ [)- 3l GþrñrE st[t sE PucEÐoN Àt um oF tE þtloNsoFwÁrLlH f EXCEED ó Í.IN HÉIGHI BUT 15 NOI REQU¡trD ON þ@SOFWATLLE$ GEOmtE{OR IOP OF FREÉ DMININCACOffGAIT 'O EE GEOrtr[E (O¡ EQUI ND CMEÐ W NAIM þtr cow o€Þ ro 95* oF REÎANIÑG WAIL BLOC6 TO BE IfrANEO þ[ ORCOMPACIED FILT SAL BE COMPACftD fO 95* OF MODIFIED PIOqÕROENSñ RSAINING WÆL 3Læ6 fO 3E CON'¡UæÞ IÑ ACCOiDNCE MH NUF@ERS MCOMNDAtrONS. Rf,ÀNIreWALL 3LæKÛPE Æ'TRNUF CTIRS RECO&ÉñD^Ì|ON5, ENGINÉf RS SPECf ¡ANONs. IE€ DUNING AæREGAÍE PASHED ROCO 2.O FEÛMN¡MUM fHcruÉs 0ÉHtNDwatl MÆHED ROCK 2-O f TEI MININM fttcKNE$3€HtNDW[toR PER NUt tUtr SSPtCf løÌÔNg M¡CHMR IS GbTÊR CUR6&GUÍIR HOtSruMtNOÛS MlN.OIST NCE- ì¿31æKHÊlGfr OR PER MNUFA@R6 $ECIFIAIONS. wHtcHwEfl tso6ftRó]NCH DIMfr¿RPT*OMftD rc DdN ÉPE trTÑDTO TO DAYLIGHI OR COMFACTIO ÍRUOUT F¡LL {SE€ WPe ffiIOÑI rxærôR DFNSfr ÔR ^ rÔW STRENGfi CONCM MYSE USED IORÁ TftIING SU¡FACE. CROSS.SECIION OT IIIE(HANICAI.CROSS.STCilOI{ OF MECHAiIICAT SIABITIZED TÄRIH CUT REÏAINI]IO WAII SÏABII¡ZED EARIH FII.T REIAI wAil. Noi To kole Noi To tãtã l*llci dfNG OROUNO SURFÀCÊ iltl lãll¡l l'El lãl l+Íl I I ll¿l l=lLäl T¡f.l l.llËl l!ll¡ltilt l-5llFllOllrJløiløJ OEMDíEMNED 3YÉNGIÑÉI¡ 6IEML $!C|F|CAíONS IO BEDEIÉNINEOSY ENGINEER DEMH DÍEMNED BYENGINEER atL RoþslDE DdMGf snucrurEs INCLUDIÑG 8UfÑOT UÚEO IO DdÑAGÉ OTCHÊS,SOil5MË CULWM' AND/OR CURS NO 6Uf ER TO 3T COILÊCIMIY DÊ9IGNEÞ IO ADEOUÀÍILY COÑfl TE PW fLOW SYENdNEER i I ROt r?.0ûSHOUTOER SHOULDER ENIRÂNCE ROAD NE COUßE MTERht S¡rcf rc^tþNS ENO|ñüi DEM DÍEilINED BY TÑGIN'ÊR ROAOSIOE OUNAGE NUæREs: ALT ROÀO$OÈ DUNAGE *U@RÉS INCIUD¡NG SUI NOI LIÆD IO DMNAGE OtrCHES,SObSM6, CULWRI' ANO/OR CUB ND GfrER IO BE COLLECMLY DEgGNEO IO ó x¿w.9 xM.9ÆsH Æ ft R GÉOIÉCHÑICA ENGINEER GENEMITD BY BE ¡MYW$ou MM. I f, 3 DOftSS¡^CÊO 3',OC. 8TARING PúIE W NETSN SruDS A PÊR ôEÔIECHNI&L ÉN6NEf R GEOÍICHNIfr ÉNGINÊ8R ROr SHOUTOER SHOUTDÉR floiEoNrA NE6ONfrDS {4 ror4 TIINOR ROAD DEMDÍÊNINID SYENGTNEER âYEÑGIÑÉTR ROÂOS|DI DUñ^GÊ f RU@trSi AIL ROADSIDÉ DMNAGE SIru@MS DWNÀG! DtrCHÉs,fOilSM6 cuLw¡ts, ND/oi curs N0 GW€i ro tt colttctMlY oÊgGNED to DE¡NOTEÙINEO MIERAT SPECIflqIONS EÑGINEER BYENONEER ROADSIDEOHNAGE ÍNMES: TL ROADSD: DdMGE SNUCilruS BYENGINEERDTM DSTMNÉD 3YEÑGINEER MIEWSPECIFOIIONS3'ñin. COMP q[D NtCOUSE INCLUÒINo SUI ÑOTTÆIO DilNreÉ DÍCHES, fOWW6, CUTWRIS. AND/OR CURB AÑO GFER ENOINÊEA GEOÌmLE f^orc (ÆRÉOUIED] NNIMUü ¡2'ffI¡IEOND GCO#ACED INSITU SU8GME MI€flÂL CONIINUED FROM SIREÍ. -L t2.m COUNTY ROAD WIÏH PASSINO IANE COUI{TY ROAD J Uz u.]JJ (, Z,¿ (/) â Il li ! T'fH) H-- -trt- Highgrange Pass entrance road dimensions for o E rt 6 =E.så'F C' Srrt¡E E.* G'Fê¡ oã EgoEæ6 êr TTPICAT SOIt IIAII. TO SHOTCRETE RTÏAINI¡¡G WAI.I. AOEOUÀIETY COÑfl f HE PAK FTOW GENÉMITOSYûE Iæffi