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<br />NgiURgL <br />GPOUfO <br />II <br />Ii <br />~~l L <br />•462' <br />1 23PACE5 L~6:-3'•12-6"I ~ 35PACE5 ~~ <br />~ ~ <br />10'-0" __ i 3'-I" <br />`. IB-9" 25PACE5 yG_3 <br /> <br /> I INLET EL. 62]5.00 <br />! ' ' /WTLET EL.62TL20 <br />' <br />\ <br /> <br />Y X93" GMPA 'd <br />~9 ~ IB <br />I6- SCNbP, CgA!IE LSA I <br />I <br />04 ~_ <br />1.0.138' 1 O <br />\ <br /> <br />~ ~ <br />\TO DE <br /> ~ .p sEED6D <br /> .N~ '•1 INL T-DEL. 6266.0 <br /> OUTLET EL 626q.2 INLET EL. 626].25 <br />_-- ~~ . __•i---_-F-_ L (OUTLET EL. 6263.45 <br /> <br />STA. 33 ~ 10 <br />END VIEW -OUTLET <br />SCALE W"• I -t;' <br />0' i Y ] O 6' B <br /> <br /> <br />• I <br />I <br />i <br /> 1 <br /> q 5-8 <br /> '4 TDR OF THE CHANNEL <br /> S-d_L COMINUE AT ]MI6 <br />E_%1igN UNTIL IT 6UpRDRAIL ON <br />~ <br /> <br />I\'ERSELTS WRH THE <br />~ HFADWgLL$` <br />SEE Dw; <br />C-W2 <br /> r'-/UL wounD . <br /> rCit£. <br /> 1 ~ L <br />6P5.00 <br /> ~Y1 <br />I@6 '. <br />~ <br /> <br />T- " <br />%9®S' _ <br /> I m <br /> NV IN li/2"Cl. <br /> ~„= EL 62 6.0 <br />- <br /> ~~ <br /> ~ <br />--R} <br />T y <br />- E sz <br /> ~ <br />, 9/d 9' VS aT12" <br /> ba <br />. <br />" <br /> -- <br />Y--. t <br />I <br />I <br />DEYORIPTION <br />.` <br />GRAVEL LINED DCLR ~INLETI <br />`R~ SHOi<RETE LwEO DITCN RUttEiI <br />I <br />~ 5 ~ 0 E- <br />IR'0 LMP <br />sa(dTz"T <br />b <br />DITCH HEADWALL <br />V STA. 33+10 <br />k ROpD <br />O' <br />-0"t 12' - 0" ~ 12' 0" <br />S. <br />TOP OF ROAD <br />i EL 62)6.5) <br />25' 0" <br />L9 -O y2 -O+ 10'2 <br />NTS <br /> 50'ARC(TYF ---}- - ~ - ~ <br /> <br />) NTS <br />~I <br />I <br />m <br />1 <br />>I z <br />V O <br />~ <br />_ <br />' ~ <br />I I I V <br />_ STA. 33+10 <br /> I _ <br /> L <br />W ~ <br /> __ r <br />g~ ~ 561.5)'00"E <br />~_ _ I 1 _ <br />1 <br />F __ <br /> _of <br />N 1 I m I . 90 <br />] I - <br />c <br />O"LL Z ~ <br />_ Q <br />I m <br />~ <br /> a. I f I <br />_ <br />J L^ <br />r+`c _ q-_O <br />) <br /> <br />° <br />i I e I <br />T Gkgv EL I <br />p CM- I Ivry 62]3.1 .I}- <br />~ I ----_-1~ <br />~~~_~ INV. 62)24 51gILRFTE <br />I <br />IB"OCMP I DITCH <br />-~n=ao4o _~~--_ <br />--- <br />-- <br /> I ~ ~ ' <br />~ - _ <br />- _ I ~OITCM HEAOWA' <br /> ~~'•~.~'- '1'.y !i. SEE DETAIL TH <br /> b ~ //why <br />INLET \ B. <br />C. <br /> / / <br /> ~~ //~ ~ ~ / INSTALL <br /> / <br />/ ~ I ~ EACH I <br />~ <br /> j <br />/ <br />~ ,l ~) <br />CK'..i ~ i:f) E%PANSION JOINT _FI <br />I/2 PREFORMED h ~N.}~ <br />\ / ROAD. <br />+'q''M1 ENO q <br />A <br />J' <br /> ~ <br />S. ~ <br />/ E%PANSION JOINT <br />FILLER SEE DETAIL R <br />IL . <br />CETALL <br /> I THIS SHEET <br /> 4. <br /> _ +13 -1" _ 20~ <br />' <br />• a13-1" <br /> } <br />~, STA. 33x10 _____ <br /> ( <br />PLAN VIEW rz"PREFOwnED <br /> .. SCALE' I/6"•I-0 ~ <br />E%PgNS10N <br />J01NT FILLER <br /> I{ ® <br /> .I OIY 6 B 1 <br />, r. •'- <br /> <br />4 <br /> <br />it <br />.•• ' <br />} <br />`111 <br />3/q"CHAMFER <br />EACH 61OE OF/ <br />Y'I <br />`o <br />SCALE I/2 = I-0- <br />+ICI <br />T <br />~ / pLL E%F05ED EWES <br />' (TYR) <br />• GRAOH LSY. <br />~ MANE TggN51TION TO <br />-EL. 62TL 20~• __ /NATURAL Gg0UN0 LEVEL <br />~~ /NpTUNAL GROVfID PROFILE ~ <br />__- _ ~ <br />1 <br />2-69'%93" --~--_~~~_- .._--- ____. ___._\ <br />GMPA (in.•0.138 •)\ --' -- <br />'~-~~~I GALM STEEL 24/3"xl/2" COgRJ ~ <br />~ E16264 2 I <br />i I <br />El. 6263.85 _ _ _ _ <br />-i-l <br />COMPACTED _1-' /~ I <br />SUBGRADE I -- -----__J~ <br />I ~ -- <br />STA. 33 ' 10 z'-s' a'. f-liin_' <br />SECTION VIEW - 6 ~• REINFORCING STEEL IN <br />WINGWALL6 TO BE 61MILgq <br />- .f TO REINFORCING STEEL IN <br />6ULE ~ 1/q ~ • I -0" MEAGWALL. <br />O.J.M. MC7UNT G"aIJNNISON <br />~ C3UNNI~0N COUNT"Y, COLORADO <br />J. P_ - . ...-_ -.. - -_. <br />O. q. F. 1.. ,,4, MERRICK AND COMPANY ARCO Coal Company <br />-- DENVER, COLORADO M.%raAlM•ISe4Myyp„%.,T <br />O.p.F fOx~ % Pr°Nd N°. 10]-33M q <br />i <br />/10/60 SUOMIT LEO ___ _ __._. NPPRDViO _ <br />~~ - - II RIP FAP <br />BOTTOM <br />7 <br /> <br />L <br />S SHEET <br />GUARD RAIL TRpNSITNNiS <br />IRECTICN~ DOM SIDES OF <br />NSTAIL SO~APC WITH 9 <br />FSET AND TYPE i GUARD <br />EE DWG. C-0OB FOR PoST <br />O. <br />> r2'~aq'KETWgY <br />EXPANSION JOINT DETAIL <br />nD scpLE <br />CULVERT DETAILS <br />as SHOwn <br />OJEDT N0. <br />MG -O2-I I <br />AWIMO M0. REV PNi[ <br />0010 23 <br />