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1~ <br />~RE~AINING WPLL <br />SEE DWG C-006 <br />f <br />` aRCO SIDING ` <br />_ \- <br />~RQWINC ~ ' -' <br />N C <br />L3 <br /> TEST HOLE-LOGS <br /> TEST HOLE L~I TEST HOLE L-3 TEST HOLE 69 <br /> EL6069r EL. 60811 EL EA043 <br />E~5 <br />7 /12 <br /> WC=15 5 <br />Y W =112 3 <br />J 200=52 <br /> LL-24 <br /> PI -10 <br />60~ il/p <br />` ]/12 <br /> 200 ob wt=1G6 <br /> LL=28 DD=1034 <br /> PI=12 <br />I uL=4500 <br /> 13/12 <br />60T5 <br /> 42,3 <br /> so <br /> unz <br />60T0 <br /> 5/12 <br /> p0=4B <br /> LL-20 <br /> I <br />PI=12 DRY <br />6065 25/5 i/i/B~ <br /> <br /> <br /> <br />6060 • 9/12 <br /> a' <br />6055 <br />~RET4INING WPLL <br />SEE DWG. L-Op6 <br />i -~ __ _ \. <br />3" <br />~ - ~'~~d ~. ~. C-00'ti <br />, - - ,`.. .p5. '. ~ p. z ~yAWING DRAWING <br />~ N0. C-005 <br />' Y ~ / _~ I <br />~~61"x.= ~. !I III ~~- <br />LOCATION PLAN <br />zap ao 0 zaD 400 <br />scALE:I =zoo' NOTES <br />I. THE EARTHWORK fANTR4CT BNPLL INCLUDE THE 4 CONSTRUCt10N EMBaNKM£NiS AT IS~I MINIMUM <br />' CONSTRUCTION OF RPILR040 EMBPNNMENTS, 4LCE55 SLOPE. FINPL LRADE WORN, FpAD SDRFACING, ' <br />ROdO 10 LOAIXMIT, BIN WPLL RETPINING WPLLS AND 4N0 dNY PDDITIONAL gET41NING WPLL AND <br />PLL OTHER WOgN E%CLUSIVE Of TRACKPGE, DALLPST, ~ EM6dNKMENTS TO BE COMPLETED Ai TIME <br />6WITCHES, TIES ANO ITEMS DIRECTLY ASSCCIATEO OF NEW HIGHWAY CONSigII,CTION, BY OTNEgS <br />WITH THE TRaCN WORN, <br />2. THE EARTHWORK CONTRACTOR SHALL COORDINATE 5. GUPRG RAIL 10 BE PROVIDED ON SWTN SHWLDEF /~'' / <br />HIS OPERPTIONS WITH 4RC0 Wal CAMMNY, THE BEPR OF 6CCE55 FOaD AND ALOAG $OIITH SIDE OF FdgKING ~ <br />MINE, THE STATE NIGHWPY OEPafrtMENT, THE CENVER AREd. SEE DRAWING N0. C-Q.B' , PROJEti N0. MU02~11 ~~~// <br />D RIO GRANDE WESTERN RPILROAp AND 4LL OTXEq FOfl DETPILS, <br />_ ". ________ ENTITIES OR CONiflACTORS IN THIS VICINITY. <br />~~:--4-~-~~~ --- 6. SEE DRAWING N0. C-02] FOR CROSS SECTIONS OF -' <br />/ <br />'~ -- '--_-_' 3. CONigdCTOR SMPLL CWRDINPTE PLL VgRN IN THIS THIS AREd. <br />__ <br />-~ '- - dftEd WITH THE OPERPTIONS OF THE BFAR MINE ANO , ~ / / <br />~~-- ~~ ~~~ -,_ -_.Mil. BILL BEd0. Z DRAINPGE FACILITIES Ai THE LOAWUT SITE WILL ~ / / :, <br />.- ~ - ' Exl NG - g£ SHOWN qu THE CONSTRUCTION ORAwWGS FOR '/ / /, %. <br />/ _ - - _ '6)4TE NI! _ THE LOAOOUT wNICH PRE BEINL PREPPgEO RY / / ~/ / /; <br />' ~~ GMW4Y < • LIVELY MPNUFACTURIN4 _- / /, <br />- !~ i ~ - - ~_ - : -~-~ 133 ~~i.~T .~--- -__ _ ~ - ~~~ ,~i j //~.~ <br />III 1 ~ ,_ ___ __ ~_~ / _ ~ ta~,a % " / /,-,' <br />E4 I;' I ~ // i ~/ <br />-_ E%I$ING TRACK (TTFl __ _ ____ _ ~ ~ ~'00 / / / / <br />ARC TRACK - OAOOUT ~_ 't0 /%i% <br />-- PROPOSED TRACK IiYP.7 1 I -~~, !~~ il?D5 0,'.j, <br />n- r <br />SHOTCRETE LINED pTCX i '3-_" ..'656- ~.: <br />%~ :'~/, <br />_ ~// / <br />_ (BEAR MINE __ __-_ _ ~ ~ ~/' T <br />__ )~, / STEEL BIN ___ ' _ _ ~ ~/~'~ <br />UNCIXIT ~ __ ~ ~,•~~,~• <br />_ -'L ]"-( , RETPINING WALL ~ _ _ _ nIPRp RPIL - ~ _ _ /_~f'' <br />DRAWING NO. C-002 <br />~~~ .~ , ~ 1 <br />I <br />~_ <br />~'-=\. <br />~`a~o j ; ~I i ~.. <br />I \~ - 1~ ~i'4i~~~~l <br />i lUW /- <br />1 //m/~ <br />/ / <br />i ~ <br />MOTE' <br />RETPINING WALL TO BE <br />PRGVIOEO Fqi STATE I <br />HIGHWAY CONSTINCTgN / ; <br />\ BY OTHERS.' _l <br />/ <br />~~ <br />1 .. <br />• i <br />~. <br /> <br /> <br /> <br /> - <br />- <br />- _:- <br /> <br />F <br /> <br /> <br />,- <br /> <br />_ <br />... -__ ___ <br /> <br />-. <br />~_.1` - _-c-, <br />- <br />1 __ <br />_- <br />~a_~_ -_- <br /> <br />___ <br />- <br />" - <br /> <br />~Y <br /> <br />~~ N O H <br />R T <br />`_ `` j F O R K : G1LdL~ <br />LEGEND <br />FILL, CLPYET SAND 4N0 GgAVEL. LIGHT REDDISH BFOWN, FIgM <br />BALLAST <br />LLdY ILL-6C1, SaNOY WITH FgEOVENT BEDROCK fgAGMENTS <br />g0U6HLY STRATIFIED, MEDIUM PLASTIC FINf5, 5SIFF TO HARD <br />WITH DEPTH MOIST TO SLIGHTLY MOIST, BgoWN, GgPOES TO <br />CLAYEY SAIIp. <br />SAND 4N0 GRAVEL lSG-GC CLAYEY, COBBLE ID BOUIpEq <br />SIZE DEDROCK FRAGMENIIS, ROUGHLY STRATIFIED, MEDIUM <br />DENSE TO DENSE, BROWN. <br />~ INDICATES DEPTH TO FREE WATER AND NUMBER OF OAY$ PFTER <br />GRILLING MEASUREMENT WAS TPNEN <br />DEPTH AT WHICH HOLE LAVED IN <br />L UNDISTURBED DRIVE SAMPLE. THE 6YMBOL Ip92 INDICATES <br />II'I THAT W BLOWS OF 4 140 LB HAMMER FALLING 301NLHE5 WERE <br />REWIRED TO DRIVE THE 6PMRER 121NCNE5. <br />F DISTURBED STANDARD PENETRATION TEST. <br />WC WATER CONTENT 1%7 <br />OD DRT DENSITY <br />-200 PERCENT P4SSING N0. 200 SIEVE <br />LL LgUID LIMIT IYe7 <br />PI PLASTICITY INDE%(%) <br />UC UNCONFINED COMPRESSIVE STRENGTH <br />''~ _- jai j.~%/ .~;' ~O/"- ~ j ~--%" INDICATES E%ISTING CONTOURS <br />'_ L _- - "- " ~ % _-'! , "- ~ ~ •' ~ I .' ~_/ PROPoSED CON10UR5 <br />_ -i V \ <br />~`----~~j~- ='-R~~I :'~~~~~ /-ACCESS ROAD , <br />~_->~ / :--'"- I ,:' " / ~y/, ~ ~ AND SITE PLAN <br /> -- D.z ~ ~~~ <br />~ <br />~ MC7 ~J IV.T VV/V IV 1'?6.71V _°__ <br /> •' DaewM BRR d : -, <br />~ <br />~" GUNNISON COUNTY, coL_oPtA.po RAILROAD SIDING AS SHOWN • <br /> ' D.z I <br />~ OM <br />FA <br />Nr <br />V <br />yC <br />AR <br />CO Coal COQ G <br />13 <br />z <br />' <br /> - ~ <br />~ ' ~ - - <br />- <br />~ <br />~ ' Arraor[D <br />~ { <br />m s <br />1 DEN <br />E <br />NL0F1mo <br />... ~ <br />' ~ ~ <br /> <br /> <br />CCE <br />RO D <br />SS A <br />PLAN :. <br /> <br />o <br />~ <br /> ., . ~ <br />, .. ~ . <br />•~. ~ ;:, <br />~ ~ .. 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