|
a
<br />N
<br />3
<br />sin
<br />v
<br />ws
<br />E
<br />nor
<br />EXISTING SURFACE OF PARKING AREA
<br />fip�b '
<br />�.
<br />- 78.so <--'� •yam,'... .YS
<br />' I 7<
<br />12" PVC SPILLWAY PI 7 9, 40
<br />-�
<br />1 DROP 5fiCT10NNDETAiL PIPING ' 91.
<br />8" PVC AND 12" PVC PIPES FROM RETENTION - \
<br />FOND. CUT HOLES IN EXISTING INLET AT AN
<br />ELEVATION O PROVIDING
<br />1' COVER OVER PIPES.
<br />- - -- 606 0 1
<br />RUN PIFES SIDE-13
<br />- -SAME TRENCH
<br />SCALE IN FEET
<br />20 0 40
<br />CONCRETE DIVERSION GUTER (SEE CONCRETE
<br />DIVERSION GUTTER DETAIL THIS SHEET)
<br />PROPOSED SITE PLAN
<br />SCALE: 1" = 20'
<br />8" PVC
<br />DISCHARGE PIPE
<br />STORMWATER RETENTION POND
<br />(SEE DETAIL 2, DRAWING 3)
<br />20' MIN OIL SEPARATOR
<br />(SEE DETAIL 1, DRA1
<br />hi I i Flmlf MIN
<br />i CLEAN
<br />V PIPE ELEV y
<br />I
<br />r
<br />0
<br />,
<br />,
<br />t
<br />EXCAVATE THALWEG OF EXISTING SWALE
<br />4 INCHES DEEP AND 3 FEET WIDE. FILL
<br />EXCAVATION NTH SURPLUS RAILROAD BALLAST.
<br />FRAMEWORK ABOVE
<br />101
<br />102
<br />103
<br />104
<br />105
<br />106
<br />107
<br />108
<br />109
<br />110
<br />111
<br />112
<br />113
<br />114
<br />115
<br />118
<br />117
<br />118
<br />119
<br />120
<br />121
<br />122
<br />123
<br />124
<br />125
<br />126
<br />127
<br />128
<br />129
<br />130
<br />131
<br />132
<br />133
<br />134
<br />135
<br />73 1056 136
<br />- x _....__ _ 137
<br />_ . 70 _.. - 138
<br />___ 71 x 139
<br />141
<br />..._ - -.. ... -. 142
<br />�. 943
<br />------- --------
<br />._, _- .._._._ _.- 145
<br />.. . ._. - _ - x -143 ._ '.. 14 ;4t{
<br />7 .. _.
<br />t .. __._
<br />_.... 1 149
<br />150
<br />_ 149 148 147 x 1 - x 145 '1.�Ri�
<br />-6082 tS{,U 153
<br />.._ . �� 36 ,:684
<br />66 45
<br />\0 ` �!6!� \6 158
<br />-r - \ 158 i r�r M" 159
<br />135 x
<br />C 080 _-,- x--.�u 160
<br />8
<br />171 _.........._ 710 ._x.3..
<br />983
<br />182
<br />f89 �` 1 ` - 1 163
<br />6082 z 1,74 x ' _.' :: X 160 1 6 `8 i YC 1 I / . 168
<br />EXISTING DETENTION POND .(et 6Y 1 "
<br />404888.4000 446543,8000
<br />404878.7000 446546.ID00
<br />404890.5000 446547.7000
<br />404883,7000 465825000
<br />4048722000 448580.4000
<br />404881,9000 446579.2000
<br />404859.3009 446813.8000
<br />404870.6000 446613.7000
<br />404879.5000 446614.8000
<br />404868.8000 446459.4000
<br />404875.4000 446434.6000
<br />404887.8000 446405.2000
<br />4049022000 446371.0000
<br />4091.19000 4463428000
<br />404974,5000 44634,14001)
<br />404953,OODO 4463929000
<br />404933.8000 44644.2000
<br />404913«9000 446496,6000
<br />404898:7000 446555.2000
<br />404817.5000 446604,90°0
<br />404835.7000 446585.2000
<br />404835.7000 446803.8000
<br />404825.4000 4486341000
<br />404820.2000 46651.8000
<br />404822.8000 446619.0000
<br />4048124000 446612,7000
<br />404820.4000 446839:4000
<br />4048IM7000 446638.4000
<br />404811.6000 446825.1000
<br />404808.1000 - 446848.3000
<br />404836.5000 446614.5000
<br />404833.3000 446652.4000
<br />404811.0000 446655.7000
<br />4048229000 446881.4000
<br />404840.9000. 446663.2000
<br />4048628000 446665.1000
<br />4048653000 46645.50'!0
<br />4048723000 446638.1000
<br />404870.6060 446655.4000
<br />404887.7000 446881:9000
<br />404867,4000 446708:5000
<br />404868.0000 448736.3000
<br />404889.0000 446761.6000
<br />4D4869.1000 44877 8,1000
<br />404856,7000 44677 8.0000
<br />404856.8000 446759.7000
<br />404855,3000 446730.2000
<br />4048552000 446701.3000
<br />404858,8000 446887 «5000
<br />40857.7000 4468520000
<br />404859.4000 4466354000
<br />404819.3000 446669.8000
<br />4048072000 44872 &1000
<br />404816.1000 448771.6000
<br />404640.7000 44677 8.6000
<br />40835.5000 44675&0000
<br />40839.1000 446752.8000
<br />404841. 5000 446728.7000
<br />404843.7000 446700.6000
<br />404842.7000 44668 &5000
<br />404838.3000 4466628000
<br />404824 5009 4468615000
<br />4048223000 4466714000
<br />404817.6000 446693 3000
<br />404816.9000 446716 2000
<br />40817.0000 44674.4000
<br />6080.72 ONO SHOT
<br />6081,29 GND SHOT
<br />6081.34 ONO SHOT
<br />6061.30 GND SHOT
<br />6081.28 GNU SHOT
<br />608133 ONO SHOT
<br />6061.37 GND SHOT
<br />6081,46 GND SHOT
<br />6081.49 GND SHOT
<br />6078.95 ONO SHOT
<br />6079.36 ORD SHOT
<br />6079.58 ONE SHOT
<br />6079:03 ONO SHOT
<br />6079.42 - CND SHOT
<br />6079.49 T00 DITCH
<br />6079.61 T00 DITCH
<br />6080.17 TOB DITCH
<br />6060.35 TOB DITCH
<br />6081.03 708 DITCH
<br />6089.44 CND SHOT
<br />6082.00 GND SHOT
<br />600201 ONO SHOT
<br />6081.63 GND SHOT
<br />6081.75 ONG SHOT
<br />608220 GND SHOT
<br />808276 ONO SHOT
<br />6082.51 BLDG. PAD CORNER
<br />608257 BLDG. PAD CORNER
<br />608283 BLDG. PAD CORNER
<br />601 FENCE CORNER
<br />6082.31 FENCE CORNER
<br />6082.21 FENCE CORNER
<br />6083.72 FENCE CORNER
<br />5083.28 BLDG. PAD CORNER
<br />608325 BLDG PAD CORNER
<br />6083.24 BLDG PAD CORNER
<br />6083_37 L.OG PAD CrKiH.ER
<br />608200. ONO SHOT
<br />6082.02 GND SHOT
<br />6082:11. GNO SHOT
<br />608243 ONO SHOT
<br />6082.54 GND SHOT
<br />608254 ONO SHOT
<br />608251 GND SHOT
<br />6082.17 CND SHOT
<br />608244 GND SHOT
<br />6082.29 GND SHOT
<br />6l GND SHOT
<br />6082.08 GNO SHOT
<br />5082.00 ONO SHOT
<br />6081:81 GND SHOT
<br />6082.85 FENCE CORNER
<br />6081.06 FENCE CORNER
<br />6081.42 FENCE CORNER
<br />6081$8 'FENCE CORNER
<br />6079.64 ED POND
<br />6081.90 EO POND
<br />6081.80 EO POND
<br />608202 EO POND
<br />608742 EO POND
<br />6081.72 EO POND
<br />608202 EO PONO
<br />608206 EO POND
<br />6081.64 EO POND
<br />601 EO POND
<br />608065 EO POND
<br />74
<br />" SLOPE GUTTER TO DRAIN LONGITUDINALLY AT - PoInt St atis t ics : t1 -407 mo. ,M" ,6 , Y3 <>a ,av7
<br />P
<br />oint oing poi
<br />0.
<br />j �% MINIMUM - 6tortlny point num64r: t
<br />Curtest point nurl 186 (� ind,COtea i"kua pmn,j
<br />4' : � � EXISTING INDEX CONTOUR
<br />- -a 1 EXISTING INTERMEDIATE CONTOUR 4 aad Cow d. to El (A l}
<br />Northing __ -_�9
<br />1 EXISTING FENCE LINE
<br />01st N East Ebwtion
<br />- - --- - - -- Oarcrlptiw
<br />:' \ s t "� ^"'-- ��.,,� ��� "' -. - "'. ,? �,3. ',� \`t � \r ' \ ... • r EXISTING RAILROAD TRACK D
<br />» - L
<br />, 404907 7300 446224 8700 6057 80 !7ry I
<br />404881,6400. 446263.1400 60587 DRAIN ITC
<br />_ 3 4!4845,3100 445-374,4600 605771 DRAIN GRAIL
<br />' EXISTING ROAD a 404624.0000 446438.4500 en59.36 n.. ROAD
<br />5 404815.5400 446434,5100 6067 ON En Rnnrl I
<br />6" EXISTING WATER FEATURES 6 404790,2200 446430.1000 6062.59 CL ROAD
<br />WELDED WIRE FABRIC #10 6" O.C, 7 404819.43°° 446361,1700 6x61.61 Gt. ROAD
<br />!. BOTH DIRECTIONS - 3. - EXISTING GUARD RAIL 6 404837.5000 446369.0000 6060.10
<br />9 404877 000 5000 446279.9 6058,92 E a R OAD D
<br />! 10 404852.2000 446275.2000 8060.39 CL ROAD
<br />�-s- •,'-v- EXISTING RETAINING WALL 11 404846.0000 446581.6000 6081.46 E.O.ROAD
<br />12 404823.8000 446676.5000 6081.75 E.O.ROAD
<br />CONCRETE DIVERSION ' GvA :a�14R' D r41�S111 Q
<br />EXISTING BUILDING FEATURES 13 404834.5°°° 448531.0000 6080.72 C O.ROA
<br />T O
<br />,�* + + DIVERSION GUTTER 14 404849,2000 448535.3000 6080,87 E.O.ROAU
<br />15 404853.2000 4464914000 6078.68 E.O.ROAD
<br />t 000 EXISTING POWERPOLE t6 404640.700° 446492.3 66078.62 E.o
<br />- 17 404846,2000 446462.8000 6075.24 E_OROAD
<br />NOT TO SCALE X 20 EXISTING SURVEY POINT (TABLE AT RIGHT) 16 404657,20011 448483.7uUu 6074.86 L.OROAD
<br />19 404865.8100 446430,7000 6069.39 E.O.ROAD
<br />- 20 404851.5000 446427,5000 6069.77 E.O.ROAD
<br />-' 21 404856,1000 446401.4000 6065.77 E.O.ROAD
<br />°- 80.00 ^ - PROPOSED INDEX CONTOUR (DATUM ELEV a 6000 FT) 22 4048750000 446404.80DO 606x56 E.O.ROAD
<br />23 404887.9000 446368.0000 6061.74 E0.1ROAD
<br />- PROPOSED INTERMEDIATE CONTOUR 24 404863.1000 448366,9000 6061.17 E.O.ROAD
<br />25 404661.0000 446309.7000 6059.23 E.O.ROAD
<br />ING $) 26 404846,3000 446357.9000 6059.94 L.O.ROAD
<br />PROPOSED BUILDING FEATURES 27 404854.6000 446371.6000 6062,09 GUARD RAIL
<br />28 404852.6000 4464022000 6066,93 GUARD RAIL
<br />-+-- . ° PROPOSED SWALE WITH FLOW DIRECTION 29 404647.5000 446432.8000 6071.55 GUARD RAAL
<br />BENT TRAP' 30 4048427000 446483.2000 6076.18 GUARD RAIL
<br />DRAWING 3) 31 404638.1000 446493,8000 6079.40 GUARD RAIL
<br />DETAIL i
<br />F NEW CONCRETE 32 40483,13000 446524.5000 6080.92 GUARD RAIL
<br />33 404825.4000 446554.5000 6081.55 GUARD RAIL
<br />- r^-, X 00 SPOT ELEVATION (DATUM ELEV - 6000 FT) 35 �is.2� 4441 6 44 FENCE CORNER
<br />7_ I!' ' 87' TW -TOP OF WALL BOW - BOTTOM OUTSIDE OF WALL 36 404649.0000 4463&3.5000 6081.47 FENCE CORNER
<br />"'""�`-- `-- �,.�,- - 37 404846.2000 446614.1000 6082.17 FENCE CORNER
<br />38 404855,2000 4464915000 6078.63 CL DITCH
<br />>'^°
<br />-- .._ -_,� 20' :. .' - .. 39 404866.5000 :... 446439.2000 6069.82 CL DITCH
<br />- 40 404890,7000 446383.9000 606229 ` CL DITCH
<br />� "'---' 41 404875.6000 446317.4000 6056.76 CL DITCH
<br />"--- -' � - 42 404902.5000 446321.2000 6072.75 POWER POLE
<br />43 404908.6000 448339.8000 6074.75 ONO SHOT
<br />:. .. :: z- . :_.'
<br />. -.... .. ._ _ : -...._ .. .:._..., 4 4042023000 48358.3000 8078.11 CND SHOT
<br />_ _--- 45 4048842400 446402.4000 6077.65 GNO 61+07
<br />48 40487 446429, 6077.24 ONO SHOT SHOT
<br />47 404861.60M 48 i86.2000 4 6079.49 GND SHOT
<br />79 0000 8000 608 1. RR 97 CL TRACKS
<br />446777. sm iles _ ......... .- -__. _. _... - - - 40487 8.4000 446657000 9 6081,36 CL RR TRACKS
<br />51 40487 KS
<br />✓ :.. a 3.5. ,l
<br />52 404884.7000 446802.1000 608 CL RR TRACKS
<br />53 404894. 2000 446547.7000 8080,90.9 7 CL RR TRACKS
<br />0
<br />54 4926.4 44641.9000 6070.14 C 00 4464907000 6080.77 CL RR TRACKS
<br />61
<br />..wrx a
<br />pe L RR TRACKS
<br />a.
<br />"'r 4
<br />d.. 4 .
<br />58 4049 75000 446389,5000 6079.93 CL RR TRACKS
<br />RR
<br />57 X404984.0000 446349.1000 6079.79 CL TRACKS
<br />20 55 404926.4000
<br />__
<br />- 58 404926.4000 44329.000 607912 CL RR TRACKS
<br />59 404908.3000 4486377.86000 6079.27 RR TRACKS
<br />:_ .-,. �_ ;•ry'"!' ,. „• .. -... __. __ 60 404886.1000 4484320000 8079.77 CRR TRACKS
<br />- , -.✓� n ',;,2; ` .1 61 404870, 446490. 6080.01 CL RR TRACKS
<br />------ 62 404862 70DO 446541.3000 6080.47 CL RR TRACKS
<br />63 404657.40G0 .. 64 23000 446868.0000 808128 CRR TRACKS FIR TRACKS
<br />n 1.80 $16 en...
<br />. .,,..�:-_-- 85 4048483000 446721.0 8081.49 CL RR TRACKS
<br />44677&1000 6081.80 CL RR TRACKS
<br />i rr..__. __ __-. .._ . -_- .. -__ -_ 87 404866.4000 446623.7000 608290 BLDG. PAD CORNER
<br />\ V
<br />p2• t .. i ..r$ 8'�., �. �' \_ 8 4
<br />8 4048.7000 446621,8000 8082:95 BLDG. PAD. CORNER
<br />'C _ _ . BLDG.
<br />��. i I fig 404826:6000 46720:3000 600278 PAD L CORNER
<br />70 404054,6000 446783.2000 6061.29 CL DITCH
<br />'., 1 v ` + 2.0 "' •#`r , \. \. -- 81.t10. xr 72 4 44
<br />448726,4000 6600 6080.93 C CL L DITCH
<br />': .. \ ` :� / :"`•�.. �.. \ �- 73 404689,1000 446623.6000 6080.38 CL DITCH
<br />• , ". �, ,� ';8''""��- '" .__ �. 74 '404892.9000 446594.8000 6080.11 CL DITCH
<br />.... .. -.... _ice, 75 404900,3000 446555.2000 6079.79 CL DITCH
<br />_ _
<br />.
<br />' � -'� � ' . / 78 404918.9000 448489.8000 609.0 0. DITCH
<br />k
<br />77 404936.9000 4464 1 6078.42 CL DITCH
<br />... 78 404959,0000 446395.8000 8071108 CL DITCH '
<br />79 404978. 446346.3000 6077,81 'CL DITCH CND SHOT
<br />- '° D 81 4049 &7000 44 6079.7 CND SHOT
<br />GLYCOL STORAGE SEE DRAWING 2 FOR GRADING $2 404934.4000 4463379000 6079.31 GND SHOT
<br />(SEE DETAIL 7, DRAWING 2) AND DETAILS UNDER LOADOUT STRUCTURE 83 404917,4000 446364.3000 6079.25 GND SHOT
<br />: - 84 404935.7000 446371.5000 6080.11 ONO SHOT
<br />85 404946.8000 44637&0000 6080.10 ONO SHOT
<br />88 404936.9000 448401.1000 6080.75 ONO SHOT
<br />EXISTING TRANSFORMER PAD TO REMAIN 87 404919.9000 4463915000 6080.04 ONO SHOT
<br />Be 404906.8000 446389.1000 6079,53 GND SHOT
<br />89 404895.0900 446420,7000 6080.10 GND SHOT
<br />90 4 049111000 44642 8.7000 6080.18 CND SHOT
<br />91 404924.9000 446435,0000 6080.28 GNO SHOT
<br />- 92 404910.4000 446468.9000 8080.78 CND SHOT'
<br />93 404895:1000. 446475.4000 6080.48 GND SHOT
<br />94 404880 «6000 4464619000 6080.16 GND SHOT
<br />95 404876.0000 446485:3000 6080.23 ONO SHOT
<br />96 4048921000 446487:4000 8080.67 GND SHOT
<br />97 4041110li 0 446490:8000 6080.69 ONO SHOT
<br />98 404899,0000 446509.1000 6080.97 ONO SHOT
<br />99 4 04085,1000 446507 4000 6060.61 GND SHOT
<br />100 404871.3000 446506.1000 6080.45 ONO SHOT
<br />x
<br />122 131
<br />x Y_
<br />5
<br />SCALE IN FEET
<br />20 0 40
<br />\ .
<br />, ,
<br />34 1 i l 126
<br />1 35 I x,
<br />- 'r
<br />EXISTING SITE PLA
<br />SCALE: I" = 20'
<br />DRAWING No. DRAWIN T
<br />V) ` 2 LOAD, OUT AREA PLAN VIEW AND SITE DETAIL
<br />w 3 SEDIMENT TRA AND RETENTION POND DETAIL
<br />z
<br />w
<br />0'_
<br />w
<br />w
<br />w
<br />1h
<br />8 CLEANOUT' t
<br />o INV PIPE ELEV a 6078,00
<br />I� a 187 404821.2000 446759.6000 - 6081:02 EO POND
<br />134- - :: I 1, f I � I / 168 404829.7000 446760,5000 6079.50 EO POND
<br />fiZ7 `;'' 12y! \ \ - :.._ .... 176 177_ 78 1�Ti 1 404832.1000 446748.3000 6077.35 ONO SHOT
<br />.. ---'r i ;.' �. .-, `1 '• .'- ..- ... _. x /• .^ i% pQ. RE 1
<br />1 70 4467278000 6076.96 GND SNOT
<br />154 4 .essee•,�• 171 4048385000 446700.3000 6077.44 qJD SHOT
<br />- -
<br />i �-- y 0 .: \,.�`�G ° �i0 17 2 404835.0000 446576.0000 8D77.76 GND SHOT
<br />= . "�,.,. -_"'� i,�` • 173 404834:4000 446667.6000 6077.63 GND SHOT
<br />�.�'
<br />Q. 174 404830.0000 446669:2000 607 &09 GND SHOT
<br />17 404825300 446878.7000 6077.68 GNO SHOT
<br />-- C' ��_ , • 178 6 404820.3000 446700.4000 6078:0 CND SHOT
<br />177 404621,9000 446722.4000 6077:46 GND SHOT
<br />lab 404810.9000_ 44674 5.1000 6077.64 cND.SHOT
<br />e ° ty w 179 404825.9000 446753.11000 6077.81 ONO SHOT
<br />�,!+ •. e , \.1 180 404830.0000 446754.7000 6077.84 GND SHOT
<br />t8} 404829, 0000 446760.8000 6D9.6Q._ GND. SHOT
<br />' /Q f,!At EAU 182 404835.7000 446758.0000 6079.72 ONO SHOT
<br />183 404839.7000 446763,8000 6081.41 GND SHOT
<br />'- 184. 404832.0000 446767:6000. 6°80.90 ONO SHOT
<br />- 185 - 404825.8000 446770.5000 GNO SHOT
<br />1003 40477.9000 446087.7000 6231.09 Bookslght Stotlon
<br />_ 1068 404864.9000 448474.5000 6079.7Q Forealght Station
<br />.1056 404888.8000 446755.7000 6084.71 CONTROL PT.
<br />ENGIN RECORD BY DATE
<br />DESIGNED _ MHL 7/97,
<br />w DRAWN 9RJ 7/97
<br />z CHECKED AI.S 7/97
<br />APPROVED MHL 7/ 97
<br />o CHECKED MHL 4f9$'
<br />APPROVED I RLK 4 19$
<br />MOUNTAIN COAL COMPANY
<br />What Elk Mitts
<br />PO Box 591
<br />Somerset, Colorado 81434
<br />Telephone: 303 929 -5015
<br />'N'TE PLAN
<br />11 -407 °A JULY 1 DRAWING TENSON
<br />q
<br />1" = 2CT• Al FILE` 11407010? 0 ��\
<br />79
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<br />___ 71 x 139
<br />141
<br />..._ - -.. ... -. 142
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<br />------- --------
<br />._, _- .._._._ _.- 145
<br />.. . ._. - _ - x -143 ._ '.. 14 ;4t{
<br />7 .. _.
<br />t .. __._
<br />_.... 1 149
<br />150
<br />_ 149 148 147 x 1 - x 145 '1.�Ri�
<br />-6082 tS{,U 153
<br />.._ . �� 36 ,:684
<br />66 45
<br />\0 ` �!6!� \6 158
<br />-r - \ 158 i r�r M" 159
<br />135 x
<br />C 080 _-,- x--.�u 160
<br />8
<br />171 _.........._ 710 ._x.3..
<br />983
<br />182
<br />f89 �` 1 ` - 1 163
<br />6082 z 1,74 x ' _.' :: X 160 1 6 `8 i YC 1 I / . 168
<br />EXISTING DETENTION POND .(et 6Y 1 "
<br />404888.4000 446543,8000
<br />404878.7000 446546.ID00
<br />404890.5000 446547.7000
<br />404883,7000 465825000
<br />4048722000 448580.4000
<br />404881,9000 446579.2000
<br />404859.3009 446813.8000
<br />404870.6000 446613.7000
<br />404879.5000 446614.8000
<br />404868.8000 446459.4000
<br />404875.4000 446434.6000
<br />404887.8000 446405.2000
<br />4049022000 446371.0000
<br />4091.19000 4463428000
<br />404974,5000 44634,14001)
<br />404953,OODO 4463929000
<br />404933.8000 44644.2000
<br />404913«9000 446496,6000
<br />404898:7000 446555.2000
<br />404817.5000 446604,90°0
<br />404835.7000 446585.2000
<br />404835.7000 446803.8000
<br />404825.4000 4486341000
<br />404820.2000 46651.8000
<br />404822.8000 446619.0000
<br />4048124000 446612,7000
<br />404820.4000 446839:4000
<br />4048IM7000 446638.4000
<br />404811.6000 446825.1000
<br />404808.1000 - 446848.3000
<br />404836.5000 446614.5000
<br />404833.3000 446652.4000
<br />404811.0000 446655.7000
<br />4048229000 446881.4000
<br />404840.9000. 446663.2000
<br />4048628000 446665.1000
<br />4048653000 46645.50'!0
<br />4048723000 446638.1000
<br />404870.6060 446655.4000
<br />404887.7000 446881:9000
<br />404867,4000 446708:5000
<br />404868.0000 448736.3000
<br />404889.0000 446761.6000
<br />4D4869.1000 44877 8,1000
<br />404856,7000 44677 8.0000
<br />404856.8000 446759.7000
<br />404855,3000 446730.2000
<br />4048552000 446701.3000
<br />404858,8000 446887 «5000
<br />40857.7000 4468520000
<br />404859.4000 4466354000
<br />404819.3000 446669.8000
<br />4048072000 44872 &1000
<br />404816.1000 448771.6000
<br />404640.7000 44677 8.6000
<br />40835.5000 44675&0000
<br />40839.1000 446752.8000
<br />404841. 5000 446728.7000
<br />404843.7000 446700.6000
<br />404842.7000 44668 &5000
<br />404838.3000 4466628000
<br />404824 5009 4468615000
<br />4048223000 4466714000
<br />404817.6000 446693 3000
<br />404816.9000 446716 2000
<br />40817.0000 44674.4000
<br />6080.72 ONO SHOT
<br />6081,29 GND SHOT
<br />6081.34 ONO SHOT
<br />6061.30 GND SHOT
<br />6081.28 GNU SHOT
<br />608133 ONO SHOT
<br />6061.37 GND SHOT
<br />6081,46 GND SHOT
<br />6081.49 GND SHOT
<br />6078.95 ONO SHOT
<br />6079.36 ORD SHOT
<br />6079.58 ONE SHOT
<br />6079:03 ONO SHOT
<br />6079.42 - CND SHOT
<br />6079.49 T00 DITCH
<br />6079.61 T00 DITCH
<br />6080.17 TOB DITCH
<br />6060.35 TOB DITCH
<br />6081.03 708 DITCH
<br />6089.44 CND SHOT
<br />6082.00 GND SHOT
<br />600201 ONO SHOT
<br />6081.63 GND SHOT
<br />6081.75 ONG SHOT
<br />608220 GND SHOT
<br />808276 ONO SHOT
<br />6082.51 BLDG. PAD CORNER
<br />608257 BLDG. PAD CORNER
<br />608283 BLDG. PAD CORNER
<br />601 FENCE CORNER
<br />6082.31 FENCE CORNER
<br />6082.21 FENCE CORNER
<br />6083.72 FENCE CORNER
<br />5083.28 BLDG. PAD CORNER
<br />608325 BLDG PAD CORNER
<br />6083.24 BLDG PAD CORNER
<br />6083_37 L.OG PAD CrKiH.ER
<br />608200. ONO SHOT
<br />6082.02 GND SHOT
<br />6082:11. GNO SHOT
<br />608243 ONO SHOT
<br />6082.54 GND SHOT
<br />608254 ONO SHOT
<br />608251 GND SHOT
<br />6082.17 CND SHOT
<br />608244 GND SHOT
<br />6082.29 GND SHOT
<br />6l GND SHOT
<br />6082.08 GNO SHOT
<br />5082.00 ONO SHOT
<br />6081:81 GND SHOT
<br />6082.85 FENCE CORNER
<br />6081.06 FENCE CORNER
<br />6081.42 FENCE CORNER
<br />6081$8 'FENCE CORNER
<br />6079.64 ED POND
<br />6081.90 EO POND
<br />6081.80 EO POND
<br />608202 EO POND
<br />608742 EO POND
<br />6081.72 EO POND
<br />608202 EO PONO
<br />608206 EO POND
<br />6081.64 EO POND
<br />601 EO POND
<br />608065 EO POND
<br />74
<br />" SLOPE GUTTER TO DRAIN LONGITUDINALLY AT - PoInt St atis t ics : t1 -407 mo. ,M" ,6 , Y3 <>a ,av7
<br />P
<br />oint oing poi
<br />0.
<br />j �% MINIMUM - 6tortlny point num64r: t
<br />Curtest point nurl 186 (� ind,COtea i"kua pmn,j
<br />4' : � � EXISTING INDEX CONTOUR
<br />- -a 1 EXISTING INTERMEDIATE CONTOUR 4 aad Cow d. to El (A l}
<br />Northing __ -_�9
<br />1 EXISTING FENCE LINE
<br />01st N East Ebwtion
<br />- - --- - - -- Oarcrlptiw
<br />:' \ s t "� ^"'-- ��.,,� ��� "' -. - "'. ,? �,3. ',� \`t � \r ' \ ... • r EXISTING RAILROAD TRACK D
<br />» - L
<br />, 404907 7300 446224 8700 6057 80 !7ry I
<br />404881,6400. 446263.1400 60587 DRAIN ITC
<br />_ 3 4!4845,3100 445-374,4600 605771 DRAIN GRAIL
<br />' EXISTING ROAD a 404624.0000 446438.4500 en59.36 n.. ROAD
<br />5 404815.5400 446434,5100 6067 ON En Rnnrl I
<br />6" EXISTING WATER FEATURES 6 404790,2200 446430.1000 6062.59 CL ROAD
<br />WELDED WIRE FABRIC #10 6" O.C, 7 404819.43°° 446361,1700 6x61.61 Gt. ROAD
<br />!. BOTH DIRECTIONS - 3. - EXISTING GUARD RAIL 6 404837.5000 446369.0000 6060.10
<br />9 404877 000 5000 446279.9 6058,92 E a R OAD D
<br />! 10 404852.2000 446275.2000 8060.39 CL ROAD
<br />�-s- •,'-v- EXISTING RETAINING WALL 11 404846.0000 446581.6000 6081.46 E.O.ROAD
<br />12 404823.8000 446676.5000 6081.75 E.O.ROAD
<br />CONCRETE DIVERSION ' GvA :a�14R' D r41�S111 Q
<br />EXISTING BUILDING FEATURES 13 404834.5°°° 448531.0000 6080.72 C O.ROA
<br />T O
<br />,�* + + DIVERSION GUTTER 14 404849,2000 448535.3000 6080,87 E.O.ROAU
<br />15 404853.2000 4464914000 6078.68 E.O.ROAD
<br />t 000 EXISTING POWERPOLE t6 404640.700° 446492.3 66078.62 E.o
<br />- 17 404846,2000 446462.8000 6075.24 E_OROAD
<br />NOT TO SCALE X 20 EXISTING SURVEY POINT (TABLE AT RIGHT) 16 404657,20011 448483.7uUu 6074.86 L.OROAD
<br />19 404865.8100 446430,7000 6069.39 E.O.ROAD
<br />- 20 404851.5000 446427,5000 6069.77 E.O.ROAD
<br />-' 21 404856,1000 446401.4000 6065.77 E.O.ROAD
<br />°- 80.00 ^ - PROPOSED INDEX CONTOUR (DATUM ELEV a 6000 FT) 22 4048750000 446404.80DO 606x56 E.O.ROAD
<br />23 404887.9000 446368.0000 6061.74 E0.1ROAD
<br />- PROPOSED INTERMEDIATE CONTOUR 24 404863.1000 448366,9000 6061.17 E.O.ROAD
<br />25 404661.0000 446309.7000 6059.23 E.O.ROAD
<br />ING $) 26 404846,3000 446357.9000 6059.94 L.O.ROAD
<br />PROPOSED BUILDING FEATURES 27 404854.6000 446371.6000 6062,09 GUARD RAIL
<br />28 404852.6000 4464022000 6066,93 GUARD RAIL
<br />-+-- . ° PROPOSED SWALE WITH FLOW DIRECTION 29 404647.5000 446432.8000 6071.55 GUARD RAAL
<br />BENT TRAP' 30 4048427000 446483.2000 6076.18 GUARD RAIL
<br />DRAWING 3) 31 404638.1000 446493,8000 6079.40 GUARD RAIL
<br />DETAIL i
<br />F NEW CONCRETE 32 40483,13000 446524.5000 6080.92 GUARD RAIL
<br />33 404825.4000 446554.5000 6081.55 GUARD RAIL
<br />- r^-, X 00 SPOT ELEVATION (DATUM ELEV - 6000 FT) 35 �is.2� 4441 6 44 FENCE CORNER
<br />7_ I!' ' 87' TW -TOP OF WALL BOW - BOTTOM OUTSIDE OF WALL 36 404649.0000 4463&3.5000 6081.47 FENCE CORNER
<br />"'""�`-- `-- �,.�,- - 37 404846.2000 446614.1000 6082.17 FENCE CORNER
<br />38 404855,2000 4464915000 6078.63 CL DITCH
<br />>'^°
<br />-- .._ -_,� 20' :. .' - .. 39 404866.5000 :... 446439.2000 6069.82 CL DITCH
<br />- 40 404890,7000 446383.9000 606229 ` CL DITCH
<br />� "'---' 41 404875.6000 446317.4000 6056.76 CL DITCH
<br />"--- -' � - 42 404902.5000 446321.2000 6072.75 POWER POLE
<br />43 404908.6000 448339.8000 6074.75 ONO SHOT
<br />:. .. :: z- . :_.'
<br />. -.... .. ._ _ : -...._ .. .:._..., 4 4042023000 48358.3000 8078.11 CND SHOT
<br />_ _--- 45 4048842400 446402.4000 6077.65 GNO 61+07
<br />48 40487 446429, 6077.24 ONO SHOT SHOT
<br />47 404861.60M 48 i86.2000 4 6079.49 GND SHOT
<br />79 0000 8000 608 1. RR 97 CL TRACKS
<br />446777. sm iles _ ......... .- -__. _. _... - - - 40487 8.4000 446657000 9 6081,36 CL RR TRACKS
<br />51 40487 KS
<br />✓ :.. a 3.5. ,l
<br />52 404884.7000 446802.1000 608 CL RR TRACKS
<br />53 404894. 2000 446547.7000 8080,90.9 7 CL RR TRACKS
<br />0
<br />54 4926.4 44641.9000 6070.14 C 00 4464907000 6080.77 CL RR TRACKS
<br />61
<br />..wrx a
<br />pe L RR TRACKS
<br />a.
<br />"'r 4
<br />d.. 4 .
<br />58 4049 75000 446389,5000 6079.93 CL RR TRACKS
<br />RR
<br />57 X404984.0000 446349.1000 6079.79 CL TRACKS
<br />20 55 404926.4000
<br />__
<br />- 58 404926.4000 44329.000 607912 CL RR TRACKS
<br />59 404908.3000 4486377.86000 6079.27 RR TRACKS
<br />:_ .-,. �_ ;•ry'"!' ,. „• .. -... __. __ 60 404886.1000 4484320000 8079.77 CRR TRACKS
<br />- , -.✓� n ',;,2; ` .1 61 404870, 446490. 6080.01 CL RR TRACKS
<br />------ 62 404862 70DO 446541.3000 6080.47 CL RR TRACKS
<br />63 404657.40G0 .. 64 23000 446868.0000 808128 CRR TRACKS FIR TRACKS
<br />n 1.80 $16 en...
<br />. .,,..�:-_-- 85 4048483000 446721.0 8081.49 CL RR TRACKS
<br />44677&1000 6081.80 CL RR TRACKS
<br />i rr..__. __ __-. .._ . -_- .. -__ -_ 87 404866.4000 446623.7000 608290 BLDG. PAD CORNER
<br />\ V
<br />p2• t .. i ..r$ 8'�., �. �' \_ 8 4
<br />8 4048.7000 446621,8000 8082:95 BLDG. PAD. CORNER
<br />'C _ _ . BLDG.
<br />��. i I fig 404826:6000 46720:3000 600278 PAD L CORNER
<br />70 404054,6000 446783.2000 6061.29 CL DITCH
<br />'., 1 v ` + 2.0 "' •#`r , \. \. -- 81.t10. xr 72 4 44
<br />448726,4000 6600 6080.93 C CL L DITCH
<br />': .. \ ` :� / :"`•�.. �.. \ �- 73 404689,1000 446623.6000 6080.38 CL DITCH
<br />• , ". �, ,� ';8''""��- '" .__ �. 74 '404892.9000 446594.8000 6080.11 CL DITCH
<br />.... .. -.... _ice, 75 404900,3000 446555.2000 6079.79 CL DITCH
<br />_ _
<br />.
<br />' � -'� � ' . / 78 404918.9000 448489.8000 609.0 0. DITCH
<br />k
<br />77 404936.9000 4464 1 6078.42 CL DITCH
<br />... 78 404959,0000 446395.8000 8071108 CL DITCH '
<br />79 404978. 446346.3000 6077,81 'CL DITCH CND SHOT
<br />- '° D 81 4049 &7000 44 6079.7 CND SHOT
<br />GLYCOL STORAGE SEE DRAWING 2 FOR GRADING $2 404934.4000 4463379000 6079.31 GND SHOT
<br />(SEE DETAIL 7, DRAWING 2) AND DETAILS UNDER LOADOUT STRUCTURE 83 404917,4000 446364.3000 6079.25 GND SHOT
<br />: - 84 404935.7000 446371.5000 6080.11 ONO SHOT
<br />85 404946.8000 44637&0000 6080.10 ONO SHOT
<br />88 404936.9000 448401.1000 6080.75 ONO SHOT
<br />EXISTING TRANSFORMER PAD TO REMAIN 87 404919.9000 4463915000 6080.04 ONO SHOT
<br />Be 404906.8000 446389.1000 6079,53 GND SHOT
<br />89 404895.0900 446420,7000 6080.10 GND SHOT
<br />90 4 049111000 44642 8.7000 6080.18 CND SHOT
<br />91 404924.9000 446435,0000 6080.28 GNO SHOT
<br />- 92 404910.4000 446468.9000 8080.78 CND SHOT'
<br />93 404895:1000. 446475.4000 6080.48 GND SHOT
<br />94 404880 «6000 4464619000 6080.16 GND SHOT
<br />95 404876.0000 446485:3000 6080.23 ONO SHOT
<br />96 4048921000 446487:4000 8080.67 GND SHOT
<br />97 4041110li 0 446490:8000 6080.69 ONO SHOT
<br />98 404899,0000 446509.1000 6080.97 ONO SHOT
<br />99 4 04085,1000 446507 4000 6060.61 GND SHOT
<br />100 404871.3000 446506.1000 6080.45 ONO SHOT
<br />x
<br />122 131
<br />x Y_
<br />5
<br />SCALE IN FEET
<br />20 0 40
<br />\ .
<br />, ,
<br />34 1 i l 126
<br />1 35 I x,
<br />- 'r
<br />EXISTING SITE PLA
<br />SCALE: I" = 20'
<br />DRAWING No. DRAWIN T
<br />V) ` 2 LOAD, OUT AREA PLAN VIEW AND SITE DETAIL
<br />w 3 SEDIMENT TRA AND RETENTION POND DETAIL
<br />z
<br />w
<br />0'_
<br />w
<br />w
<br />w
<br />1h
<br />8 CLEANOUT' t
<br />o INV PIPE ELEV a 6078,00
<br />I� a 187 404821.2000 446759.6000 - 6081:02 EO POND
<br />134- - :: I 1, f I � I / 168 404829.7000 446760,5000 6079.50 EO POND
<br />fiZ7 `;'' 12y! \ \ - :.._ .... 176 177_ 78 1�Ti 1 404832.1000 446748.3000 6077.35 ONO SHOT
<br />.. ---'r i ;.' �. .-, `1 '• .'- ..- ... _. x /• .^ i% pQ. RE 1
<br />1 70 4467278000 6076.96 GND SNOT
<br />154 4 .essee•,�• 171 4048385000 446700.3000 6077.44 qJD SHOT
<br />- -
<br />i �-- y 0 .: \,.�`�G ° �i0 17 2 404835.0000 446576.0000 8D77.76 GND SHOT
<br />= . "�,.,. -_"'� i,�` • 173 404834:4000 446667.6000 6077.63 GND SHOT
<br />�.�'
<br />Q. 174 404830.0000 446669:2000 607 &09 GND SHOT
<br />17 404825300 446878.7000 6077.68 GNO SHOT
<br />-- C' ��_ , • 178 6 404820.3000 446700.4000 6078:0 CND SHOT
<br />177 404621,9000 446722.4000 6077:46 GND SHOT
<br />lab 404810.9000_ 44674 5.1000 6077.64 cND.SHOT
<br />e ° ty w 179 404825.9000 446753.11000 6077.81 ONO SHOT
<br />�,!+ •. e , \.1 180 404830.0000 446754.7000 6077.84 GND SHOT
<br />t8} 404829, 0000 446760.8000 6D9.6Q._ GND. SHOT
<br />' /Q f,!At EAU 182 404835.7000 446758.0000 6079.72 ONO SHOT
<br />183 404839.7000 446763,8000 6081.41 GND SHOT
<br />'- 184. 404832.0000 446767:6000. 6°80.90 ONO SHOT
<br />- 185 - 404825.8000 446770.5000 GNO SHOT
<br />1003 40477.9000 446087.7000 6231.09 Bookslght Stotlon
<br />_ 1068 404864.9000 448474.5000 6079.7Q Forealght Station
<br />.1056 404888.8000 446755.7000 6084.71 CONTROL PT.
<br />ENGIN RECORD BY DATE
<br />DESIGNED _ MHL 7/97,
<br />w DRAWN 9RJ 7/97
<br />z CHECKED AI.S 7/97
<br />APPROVED MHL 7/ 97
<br />o CHECKED MHL 4f9$'
<br />APPROVED I RLK 4 19$
<br />MOUNTAIN COAL COMPANY
<br />What Elk Mitts
<br />PO Box 591
<br />Somerset, Colorado 81434
<br />Telephone: 303 929 -5015
<br />'N'TE PLAN
<br />11 -407 °A JULY 1 DRAWING TENSON
<br />q
<br />1" = 2CT• Al FILE` 11407010? 0 ��\
<br />94 404880 «6000 4464619000 6080.16 GND SHOT
<br />95 404876.0000 446485:3000 6080.23 ONO SHOT
<br />96 4048921000 446487:4000 8080.67 GND SHOT
<br />97 4041110li 0 446490:8000 6080.69 ONO SHOT
<br />98 404899,0000 446509.1000 6080.97 ONO SHOT
<br />99 4 04085,1000 446507 4000 6060.61 GND SHOT
<br />100 404871.3000 446506.1000 6080.45 ONO SHOT
<br />x
<br />122 131
<br />x Y_
<br />5
<br />SCALE IN FEET
<br />20 0 40
<br />\ .
<br />, ,
<br />34 1 i l 126
<br />1 35 I x,
<br />- 'r
<br />EXISTING SITE PLA
<br />SCALE: I" = 20'
<br />DRAWING No. DRAWIN T
<br />V) ` 2 LOAD, OUT AREA PLAN VIEW AND SITE DETAIL
<br />w 3 SEDIMENT TRA AND RETENTION POND DETAIL
<br />z
<br />w
<br />0'_
<br />w
<br />w
<br />w
<br />1h
<br />8 CLEANOUT' t
<br />o INV PIPE ELEV a 6078,00
<br />I� a 187 404821.2000 446759.6000 - 6081:02 EO POND
<br />134- - :: I 1, f I � I / 168 404829.7000 446760,5000 6079.50 EO POND
<br />fiZ7 `;'' 12y! \ \ - :.._ .... 176 177_ 78 1�Ti 1 404832.1000 446748.3000 6077.35 ONO SHOT
<br />.. ---'r i ;.' �. .-, `1 '• .'- ..- ... _. x /• .^ i% pQ. RE 1
<br />1 70 4467278000 6076.96 GND SNOT
<br />154 4 .essee•,�• 171 4048385000 446700.3000 6077.44 qJD SHOT
<br />- -
<br />i �-- y 0 .: \,.�`�G ° �i0 17 2 404835.0000 446576.0000 8D77.76 GND SHOT
<br />= . "�,.,. -_"'� i,�` • 173 404834:4000 446667.6000 6077.63 GND SHOT
<br />�.�'
<br />Q. 174 404830.0000 446669:2000 607 &09 GND SHOT
<br />17 404825300 446878.7000 6077.68 GNO SHOT
<br />-- C' ��_ , • 178 6 404820.3000 446700.4000 6078:0 CND SHOT
<br />177 404621,9000 446722.4000 6077:46 GND SHOT
<br />lab 404810.9000_ 44674 5.1000 6077.64 cND.SHOT
<br />e ° ty w 179 404825.9000 446753.11000 6077.81 ONO SHOT
<br />�,!+ •. e , \.1 180 404830.0000 446754.7000 6077.84 GND SHOT
<br />t8} 404829, 0000 446760.8000 6D9.6Q._ GND. SHOT
<br />' /Q f,!At EAU 182 404835.7000 446758.0000 6079.72 ONO SHOT
<br />183 404839.7000 446763,8000 6081.41 GND SHOT
<br />'- 184. 404832.0000 446767:6000. 6°80.90 ONO SHOT
<br />- 185 - 404825.8000 446770.5000 GNO SHOT
<br />1003 40477.9000 446087.7000 6231.09 Bookslght Stotlon
<br />_ 1068 404864.9000 448474.5000 6079.7Q Forealght Station
<br />.1056 404888.8000 446755.7000 6084.71 CONTROL PT.
<br />ENGIN RECORD BY DATE
<br />DESIGNED _ MHL 7/97,
<br />w DRAWN 9RJ 7/97
<br />z CHECKED AI.S 7/97
<br />APPROVED MHL 7/ 97
<br />o CHECKED MHL 4f9$'
<br />APPROVED I RLK 4 19$
<br />MOUNTAIN COAL COMPANY
<br />What Elk Mitts
<br />PO Box 591
<br />Somerset, Colorado 81434
<br />Telephone: 303 929 -5015
<br />'N'TE PLAN
<br />11 -407 °A JULY 1 DRAWING TENSON
<br />q
<br />1" = 2CT• Al FILE` 11407010? 0 ��\
<br />x
<br />122 131
<br />x Y_
<br />5
<br />SCALE IN FEET
<br />20 0 40
<br />\ .
<br />, ,
<br />34 1 i l 126
<br />1 35 I x,
<br />- 'r
<br />EXISTING SITE PLA
<br />SCALE: I" = 20'
<br />DRAWING No. DRAWIN T
<br />V) ` 2 LOAD, OUT AREA PLAN VIEW AND SITE DETAIL
<br />w 3 SEDIMENT TRA AND RETENTION POND DETAIL
<br />z
<br />w
<br />0'_
<br />w
<br />w
<br />w
<br />1h
<br />8 CLEANOUT' t
<br />o INV PIPE ELEV a 6078,00
<br />I� a 187 404821.2000 446759.6000 - 6081:02 EO POND
<br />134- - :: I 1, f I � I / 168 404829.7000 446760,5000 6079.50 EO POND
<br />fiZ7 `;'' 12y! \ \ - :.._ .... 176 177_ 78 1�Ti 1 404832.1000 446748.3000 6077.35 ONO SHOT
<br />.. ---'r i ;.' �. .-, `1 '• .'- ..- ... _. x /• .^ i% pQ. RE 1
<br />1 70 4467278000 6076.96 GND SNOT
<br />154 4 .essee•,�• 171 4048385000 446700.3000 6077.44 qJD SHOT
<br />- -
<br />i �-- y 0 .: \,.�`�G ° �i0 17 2 404835.0000 446576.0000 8D77.76 GND SHOT
<br />= . "�,.,. -_"'� i,�` • 173 404834:4000 446667.6000 6077.63 GND SHOT
<br />�.�'
<br />Q. 174 404830.0000 446669:2000 607 &09 GND SHOT
<br />17 404825300 446878.7000 6077.68 GNO SHOT
<br />-- C' ��_ , • 178 6 404820.3000 446700.4000 6078:0 CND SHOT
<br />177 404621,9000 446722.4000 6077:46 GND SHOT
<br />lab 404810.9000_ 44674 5.1000 6077.64 cND.SHOT
<br />e ° ty w 179 404825.9000 446753.11000 6077.81 ONO SHOT
<br />�,!+ •. e , \.1 180 404830.0000 446754.7000 6077.84 GND SHOT
<br />t8} 404829, 0000 446760.8000 6D9.6Q._ GND. SHOT
<br />' /Q f,!At EAU 182 404835.7000 446758.0000 6079.72 ONO SHOT
<br />183 404839.7000 446763,8000 6081.41 GND SHOT
<br />'- 184. 404832.0000 446767:6000. 6°80.90 ONO SHOT
<br />- 185 - 404825.8000 446770.5000 GNO SHOT
<br />1003 40477.9000 446087.7000 6231.09 Bookslght Stotlon
<br />_ 1068 404864.9000 448474.5000 6079.7Q Forealght Station
<br />.1056 404888.8000 446755.7000 6084.71 CONTROL PT.
<br />ENGIN RECORD BY DATE
<br />DESIGNED _ MHL 7/97,
<br />w DRAWN 9RJ 7/97
<br />z CHECKED AI.S 7/97
<br />APPROVED MHL 7/ 97
<br />o CHECKED MHL 4f9$'
<br />APPROVED I RLK 4 19$
<br />MOUNTAIN COAL COMPANY
<br />What Elk Mitts
<br />PO Box 591
<br />Somerset, Colorado 81434
<br />Telephone: 303 929 -5015
<br />'N'TE PLAN
<br />11 -407 °A JULY 1 DRAWING TENSON
<br />q
<br />1" = 2CT• Al FILE` 11407010? 0 ��\
<br />ENGIN RECORD BY DATE
<br />DESIGNED _ MHL 7/97,
<br />w DRAWN 9RJ 7/97
<br />z CHECKED AI.S 7/97
<br />APPROVED MHL 7/ 97
<br />o CHECKED MHL 4f9$'
<br />APPROVED I RLK 4 19$
<br />MOUNTAIN COAL COMPANY
<br />What Elk Mitts
<br />PO Box 591
<br />Somerset, Colorado 81434
<br />Telephone: 303 929 -5015
<br />'N'TE PLAN
<br />11 -407 °A JULY 1 DRAWING TENSON
<br />q
<br />1" = 2CT• Al FILE` 11407010? 0 ��\
<br />MOUNTAIN COAL COMPANY
<br />What Elk Mitts
<br />PO Box 591
<br />Somerset, Colorado 81434
<br />Telephone: 303 929 -5015
<br />'N'TE PLAN
<br />11 -407 °A JULY 1 DRAWING TENSON
<br />q
<br />1" = 2CT• Al FILE` 11407010? 0 ��\
<br />
|