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
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<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
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<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 ~ ~~~
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<br />~ MC7 ~J IV.T VV/V IV 1'?6.71V _°__
<br /> •' DaewM BRR d : -,
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<br />~" GUNNISON COUNTY, coL_oPtA.po RAILROAD SIDING AS SHOWN •
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