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~I \\ ~~ ~ \\ PQ y ^ ` P ~-. % \ \\ PORTAL BENCH \ t 2 \ m \$ \ f a \ 614 5&89-INSTALL ~\ \ . p 131.1 OF A2 0 LMP ~ WITN NERM E45i OF p \g s PIPE. INV IN 6A03.0 SEE pETAIL pN pN'G,L-011 % \S m PROJECT NO MG-02-0O \ ~ T 6H DITCH LINING 1 AT THE WATFA TAKKROAOOIOO Rlh50 MAW ROAD TIf39 TOtth00 TV ' v y ~ +, q 1~9, ~ 1P p STA. NBO(PA R) 4 CONSTRUCT DPgINAGE ~ A55EMBLT ACEN59 POPT4 ~ PORTAL 4CCE5'S p -j ~- R040 ACCESS ROAD. 9EE OV.'G ND. C-ON FOR pEtAILS. B5°1251 E - ~ - ® THA-B " .. N50~ D J900"~. CURVE DATA-PORTAL A~ CESS ROAD Curve NO. D R T L p~ E PA-I 53°552) IB51fi 9119 ]126' 30°SBAO 2258 Pq-2 al°5 27 55.00 2101 002A q0°q 30 3.90 P4-3 26NN)21 18T.Sp 4068 8Ttt ~ 5.25 PO-4 62%000 112. 6E96 2.p 51°092 N.01 E ~ TNE ROAp BETWEEN STA.6]•OOx - AND ST4. 72.00 MAY BE NARROWED '. TO CNE LANE AT THE DNTIER'S ° REQUEST. /. INSTALL 5p II q' m BCM DIP WITN PLUG B REFERENCE + POST W< TI C .'Y ' CURVE DATA CMNR N5. D R T L Dc E' 22 10°23'00" 300' 2]2fi 50.37 M°o5~55. 'L24 23 31°59'00' 300 8598' I6].Afi Bb555 12.06 20 15°23'00' 3]5 50.]8 N]0.90 E°Ni 45' SAY " 23 2YI800 iT5 ]391 11595 ITS OS ].PI 26 101°15'00" 150 162.%8' 2650]' 38°115D" B6./S R 610. ]2bp ®~Em°R.pm~n 1 ; FR°POSEO I FUTURE Tjllll CIXJSTRUCTION T~~° ~-" 64 ~ ~E ~ ~ OF°CRO661NG6CRIPTICN \ L f 3 INV 63900 MSTPLL 4PPR0%. 83811. ~ INS L B" 0.1. '~ '_P' Y y o n 1-\ tOJ OF B'CM p.l P M41NT41NING 90' BENp ~ µ 'CI' ALIGNMENT 4PPR0%. I OFF ~ I 8 I' /~ O~y/q m 1 \ <ENTEPLINE. ~ N PN © \ T ~isa,ps g U n n ry ON NOTE'. i u a N p _ y°•0 •A °D O O Sy a ~ INSTALL GVARORAEALONG ENTIRE 8a < ¢~'8 \ lh ~ k 4, _ E • R q Q LENGTH OF STEEL BIN RETAININu"N4LL ~ sf a 4 ~ I °8° A "~ ~ W W %P IFIIL 61DE ONLTI SEE DRAWING NO OOOB F ~ ~ Vh ` IN6TALL 0211 ~~' ~ J' INSIDIl 55 FOR OETAIL6 e ¢ ~ POWGEP NV20UT 65pZ5 W a imn 0°1 \\\ ~ OF IB' CMP 9'8 `e CURVE DATA INV. IN 63680 • O o PoWDER MAG ACCESS R0. MAG4ZV E p ~ ~ \ «o° D=33°00'00" 1P \ hlWi R=1]6oa E ]:.EC-$UB6T4TpN ACCE35 ROAO ~ ~ 15 \ \ ~ T =5169 I C a'T 54-1 CURVE64-2 ~ L=100]9 6 :9`°OJ Lb 4 = 36°20 00 \\\ I D.1 P WATER LINE - a. DO' R : IBi.50 Po 0 50 100 - =:ti T = 6153 ) °~0 NOTE' SEE TEST HOLE LOCI B LEGEND - : } 1} L = 118.90 ~ \ \ ~ sR~R SCALE IN FEET SHEET FOfl DET41L5 GN TN's. SUBSTATION ~ 8 INV WT 6367,0 ~~ - ~-- ° 8 ~ e e d m ~ - / ~ m ~ e m e~ e ~ ~ ~ ~ e e' Ni i _. 6S_O- i~: _ 1 m m m ~ '~ I a p i( 4S' ~ 1 ~ I 3 ; 3 %/~ o i J ~. w0 <~ y a; R m I I C I -- , ~ ~ ~ TEST KILE A-B w. J EFFOF/LEWATER TANK RO " >~ _ 1 • j 100' VC w ~ !- _ _ I _~.fi I ~ c' ~ I ~ I nx.. o zop vfi .. .. a ._ - -- _ I 6 P2 D FIN4 - - ~ ~ PROP°SFD FINAL E GR40E ~ ~ - ~ n OPOSE L ~ GR \ ~ ~ < ~ ooh ~ ¢ o I m o ." TEST HO o] .. .-_ ... w ~ N$ y m H ~ I = ~ n / n' m&w r ~: k3L _ Q yy~ Ei.VJ _ N% /° -~ S~' ~ ~ `~C •-~w MIN 6' '~E%19T1NG GROUND ONE m8 ~ 8 0 ~, o $Q 8 covER ~~ o i ~G43~ ° IE%I6TING GRJUND ONE h Eb ~ -~~ -I /~ ti ~ R o ^8 ~8 ~' I e ~ .f°° _ _. \~m2 _- .. 1 ..- _ .. - - - a I ¢ I~ PP°GN ~¢PROritE PO~roER '' a~_ -_ I E-J: I e 'yam MAGAZINE M1Y) P ~ - ~W I ~ /_` ~ ~ - I I moiu ~ 1 W - ~~ i I ~ _ ~ o a w "' %'A/BSTAT/ON ACCESS HORO r[ PROfYLEI / ~`PROPOSEO B" G. M: 0.1. F ~ a i W fi ~m CONTIAV/E PROF/CE~J /F..S)%1TJ ELEV B3l2 ~ / ~ WATERLINE m ' -- - _ k _ _ I CEVEL OFF 70 6TT/®SUBSTATpN PA01 - 033°I° - ~ / p 8 . !)ED,' lr ~ P - :~l '",p _ ~ _.. _ _ _~ I -__~ ~-- - N - 8 - ~ _ - _ - _ i _ i-S4L}_ ~~ 1"N a Y¢ a YR eo 4 MIN.6 COVER - dm R Q Q - I roC vc ~ '^ ~~ i1'N '^ 1 . ~ '~ Nw 4 ~ ~ ~ ~ 1 :I. .- ;-II ___ _i 1. I1~ >w 1I _ -2 _645P- ___ _+_ __ 59 - • -~60a00 61 62 63 64 ..._ .._ _ w % 65x00 66 6] 6B 69 ]0.00 ] I ] ]3 SCALE DE91°"`° RpT MOUNT GIJNNISON DRAwN GUNNISON COUNTY, COLORADO Moprz 1;}so QNEDKED~R/~L °~~' f~': ~%- ROAD PLAN & PROFILE R°T ARCO Coal Com n ~` PRD,EQT ND. DNNM «.,rR.KNMwc.y.,, STA.58 MG-02-II ~ APrp°v6D DAF ocluRvRaC aLOUNoo COMPANY ~ Y " ~ +00 TO STA. 72+00 PROJECT NO 103-3376 OpAWING NO. RCV PAGE Y MT[ 6Y CNK APP DESGRI PTION DATE BY CNK APP DESCRIPTION OQE 12/10/BO SUBMITTED APPPOVED C-005 IB R