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s <br />a <br />s <br />0 <br />N <br />I n ^. <br />N; <br />W,- <br />4 F' <br />IV\ w GMJ „nV ,711.40, <br />8" PVC AND 12" PVC PIPES FROM RETENTION <br />POND. CUT HOLES IN EXISTING INLET AT AN <br />ELEVATION PROVIDING V COVER OVER PIPES. <br />12" PVC SPILLWAY <br />RETENTION POND DISCHARGE PIPING <br />F "79 <br />/ 19 \980 79.80 - <br />6060 --. <br />SAME TRENCH - <br />SCALE IN FEET <br />79 <br />80 70 <br />E <br />115 ��6 <br />- 77 <br />. - 84 x <br />x 62� TAR S11A H\ y <br />87 <br />Q3.. �`\\ <br />x 4e x , <br />EXISTING SURFACE OF PARKING AREA <br />STORMWATER RETENTION POND <br />(SEE DETAIL 2, DRAWING 3) <br />4 <br />4 4 <br />SLOPE GUTTER TO DRAIN LONGITUDINALLY Al <br />0.5% MINIMUM <br />WELDED WIRE FABRIC #10 6" O.C. <br />BOTH DIRECTIONS <br />CONCRETE IDIVERSTON GLI!TER DETAIL <br />NOT TO SCALE <br />OIL SEPARATOR <br />(SEE DETAIL 1, DRAWING 3) <br />/SEDIMENT TRAP <br />/ (SEE DETAIL 1, DRAWING 3) <br />60 /// <br />- PROPOSED SITE PLAN <br />SCALE: 1" = 20' <br />27 <br />10 <br />\ �12 <br />415 <br />22 <br />I <br />GLYCOL STORAGE <br />(SEE DETAIL 7, DRAWING 2) <br />LEGEND <br />No <br />ProjwV <br />11 -407 <br />-- <br />TN.. Ain 16 11.2424 1o97 <br />ED <br />72 <br />Point 9towtks <br />ISSUED FOR CONSTRUCTION BIDDING AND PERMITTING <br />BRJ <br />i <br />MHL <br />7/97 <br />Stating point numbr: <br />I <br />-_ <br />SMM MIATM RETEN110N POND - - -- - <br />REVISED RETENTION POND DISCHARGE PIPING <br />BRJ <br />MHL <br />nt <br />Currant point nubr. <br />166 <br />('L' Ind"I" ioc " ponl) <br />.T6p7 <br />EXISTING INDEX CONTOUR <br />102 <br />404902.3000 <br />7 <br />O <br />GNO 9407 <br />N <br />45 <br />4048&12000 <br />11f <br />Cum4d ",14.to UAL, (Alf <br />ONO SHOT <br />EXISTING INTERMEDIATE CONTOUR <br />Pont <br />Nmadng <br />E9atng Ela tion <br />Do=iption <br />EXISTING FENCE LINE <br />- <br />16^ <br />- -._ .. <br />�_` .;:...x.100 <br />_.... <br />-... ��.. ........ _.. x 104 <br />x108. <br />X136 <br />E %1571440 RAILROAD TRACK <br />1 <br />404907.7300 <br />4462248700 <br />6057.80 <br />CL MTC4 <br />_ <br />..' <br />_ \..� <br />2 <br />404881.6400 <br />446290.1400 <br />6056.87 <br />DRAIN CP4T6 <br />x „ <br />CL RR TRACKS <br />3 <br />404841310D <br />446374.4800 <br />6057.71 <br />DRAIN GRAIL <br />87 <br />EXISTING ROAD <br />4 <br />4048240000 <br />4464363500 <br />60S9 1R <br />n Rnan <br />53 <br />5 <br />40483115 Milli <br />446434 3100 <br />LNIAt 111 <br />E 0 RnAn <br />54 <br />EXISTING WATER FEATURES <br />6 <br />404796.2200 <br />446430.1000 <br />6062.59 <br />CL ROAD <br />404926.4000 <br />151 <br />7 <br />404819.4300 <br />446361.1700 <br />6061.61 <br />CL ROAD <br />416369.5000 <br />le <br />a <br />404837.50DO <br />446369.0000 <br />6060.10 <br />CL ROAO <br />14 9 <br />EXISTING GUARD RAIL <br />9 <br />404871.5000 <br />446279.9000 <br />6058.92 <br />E.O.ROAD <br />- .. <br />...... .. ... <br />10 <br />404852.2000 <br />4462752000 <br />6060.39 <br />CL ROAD <br />r- <br />EXISTING RETAINING WALL <br />11 <br />404846.0000 <br />446581.6000 <br />6081.46 <br />E.O.ROAD <br />61 <br />404870.5000 <br />12 <br />404823.8000 <br />446576.5900 <br />6081.75 <br />E.O.ROAD <br />r�--1I <br />EXISTING BUILDING FEATURES <br />13 <br />4046345000 <br />446531.0000 <br />6060.72 <br />E.O.ROAO <br />1 -J <br />6080.87 <br />14 <br />404849.2000 <br />44 &* -`1000 <br />6080.67 <br />EO.ROAD <br />.. <br />M.. <br />CL RR TRACKS <br />15 <br />404853.2000 <br />4464914000 <br />6078.68 <br />LOKOAD <br />All <br />EXISTING POWERPOLE <br />16 <br />404640.7000 <br />446492.3000 <br />6078.62 <br />E.O.ROAD <br />156 <br />17 <br />404648.2000 <br />4464628000 <br />6075.24 <br />E.O.NOAD <br />x 20 <br />TABLE AT RIGHT <br />POINT ( TABLE <br />EXISTING SURVEY POINT <br />I6 <br />4U4657.2uu0 <br />446463.70 04 <br />6074.36 <br />L.U.NUAU <br />404826.6000 <br />446820.3000 <br />19 <br />404665.6000 <br />416430.7000 <br />6069.39 <br />E.O.ROAD <br />173 172 . <br />x _ 170 <br />x.. <br />20 <br />404851.5000 <br />446427.5000 <br />6089.77 <br />E.O.ROAD <br />._._ <br />C. DITCH <br />21 <br />404856.1000 <br />446401.4000 <br />606577 <br />E.O.ROAD <br />- 80.00 -- <br />PROPOSED INDEX CONTOUR (DATUM ELEV 6000 FT) <br />22 <br />4046750000 <br />4464045000 <br />600556 <br />E.O.ROAD <br />1 174 <br />23 <br />404887.9000 <br />446368.0000 <br />6061.74 <br />E.O.ROAD <br />75 <br />I <br />33 <br />446555.2000 <br />69 <br />/ 123 <br />I' q <br />675 <br />E.O.ROAD <br />- <br />PROPOSED INTERMEDIATE CONTOUR <br />25 <br />44401.100000 <br />444830.7000 <br />6605'9.23 <br />404936.9000 <br />446449.2000 <br />1' ��,' <br />26 <br />404845.3000 <br />446357.9000 <br />6059.94 <br />F O.ROAD <br />6078.08 <br />PROPOSED BUILDING FEATURES <br />27 <br />404854.6000 <br />446371.6000 <br />6062.09 <br />GUARD RAIL <br />- 176 177 <br />178 <br />i -' .x <br />25 <br />4048526000 <br />446402.2000 <br />6066.93 <br />GUARD RAIL <br />120 - <br />_ ___ <br />29 <br />404847.5000 <br />446432.6000 <br />6071.55 <br />GUARD RAIL <br />�1- <br />PROPOSED SWALE WITH FLOW DIRECTION <br />30 <br />404 8417000 <br />446463.2000 <br />6078.18 <br />GUARD RAIL <br />404917.4000 <br />31 <br />40183&1000 <br />4464916000 <br />6079.40 <br />GUARD RAIL <br />446371.5000 <br />NEW CONCRETE <br />32 <br />4 04833.3000 <br />446524.5000 <br />6080.92 <br />GUARD RAIL <br />6080.10 <br />CND SHOT <br />33 <br />404825.4000 <br />446554.5000 <br />6081.55 <br />GUARD RAIL <br />ONO SHOT <br />34 <br />404617.6000 <br />446572.6000 <br />6062.44 <br />GUARD RAIL <br />80.00 <br />SPOT ELEVATION DATUM ELEV - 6000 FT) <br />( Ti <br />35 <br />404615.2000 <br />418578.2000 <br />8061.9 <br />FENCE CORNER <br />69 <br />TW - TOP OF WALL BOW - BOTTOM OUTSIDE OF WALL <br />36 <br />404649.DDD0 <br />44a563.50DO <br />5061.47 <br />FENCE CORNER <br />404912.1000 <br />44642 8,7000 <br />37 <br />404846.2000 <br />446614.1000 <br />606217 <br />FENCE CORNER <br />4464380000 <br />6080.28 <br />3B <br />4048552000 <br />446493.5000 <br />6073,63 <br />CL DITCH <br />8080.78 <br />GNO SHOT <br />30 <br />404866.5000 <br />446439.2000 <br />6069.82 <br />CL DITCH <br />--- °a" -JGG UKAMNU L FVK t2KAU1N41 <br />AND DETAILS UNDER LOADOUT STRUCTURE <br />EXISTING TRANSFORMER PAD TO REMAIN <br />DI.ALL Iry rGLI <br />20 0 40 <br />No <br />DESCRIPTION <br />....... <br />-- <br />APPROVED <br />I DATE <br />72 <br />A <br />ISSUED FOR CONSTRUCTION BIDDING AND PERMITTING <br />BRJ <br />ALS <br />MHL <br />7/97 <br />..- <br />N <br />z_ <br />-_ <br />SMM MIATM RETEN110N POND - - -- - <br />REVISED RETENTION POND DISCHARGE PIPING <br />BRJ <br />MHL <br />RLK <br />x70 <br />4/98 <br />BRJ <br />- <br />MHL <br />102 <br />404902.3000 <br />7 <br />O <br />GNO 9407 <br />N <br />45 <br />4048&12000 <br />11f <br />6077.85 <br />ONO SHOT <br />46 <br />w <br />446429.8000 <br />6077.24 <br />GND SHOT <br />- <br />16^ <br />- -._ .. <br />�_` .;:...x.100 <br />_.... <br />-... ��.. ........ _.. x 104 <br />x108. <br />X136 <br />_ 139 <br />_ _.. -, <br />_.._..- -.... .2 <br />_. <br />144 <br />49 <br />_ <br />..' <br />_ \..� <br />CL RR TRACKS <br />`` <br />- - <br />_. <br />1 _ .. .... _. % 14 <br />x „ <br />CL RR TRACKS <br />19 <br />610 <br />x. <br />404878.4000 <br />_ 101 <br />6081.36 <br />87 <br />136 <br />x.14 _. <br />448602.1000 <br />6081.10 <br />_p <br />53 <br />106 <br />446547.7000 <br />6080.97 <br />CL RR TRACKS <br />54 <br />404907.1000 <br />446496.1000 <br />6060.71 <br />CL RR TRACKS <br />58 <br />404926.4000 <br />151 <br />6080.14 <br />CL RR TRACKS <br />.. <br />404947.5000 <br />416369.5000 <br />le <br />CL RR TRACKS <br />.,� .- ... .. .. <br />- _Lc:107 <br />x <br />- <br />150 <br />tg.. <br />14 9 <br />... <br />118 147 <br />146 <br />. <br />145 <br />b� <br />446329.0000 <br />6079.12 <br />- .. <br />...... .. ... <br />50 <br />404906.3000 <br />6082 <br />6079.27 <br />_... <br />10 <br />b <br />4464320000 <br />.. .... _._�.. __.. <br />... _ ... .... <br />61 <br />404870.5000 <br />- <br />6080.01 <br />64 <br />62 <br />' <br />446541.3000 <br />60110.47 <br />CL RR iMCX5 <br />63 <br />404857.4000 <br />446598.2000 <br />6080.87 <br />2 <br />17 <br />64 <br />404652.3000 <br />>_�.. JT <br />. <br />.. <br />M.. <br />CL RR TRACKS <br />65 <br />404848.3000 <br />446721.0000 <br />6081.49 <br />3 <br />16 <br />o <br />mo .. I <br />., <br />.. -. .... <br />6081.80 <br />160 <br />135x <br />156 <br />155 <br />448823.7000 <br />6062.90 <br />BLDG. PAD CORNER <br />OUTLINE OF STRUCTURAL <br />631 <br />6082 .... <br />446821.8000 <br />I <br />171 6080 .... <br />- <br />66 <br />404826.6000 <br />446820.3000 <br />608278 <br />13 FRAMEWORK ABOVE GROUND 621 <br />x 122 „_ <br />70 <br />404884.5000 <br />173 172 . <br />x _ 170 <br />x.. <br />71 <br />40/8822000 <br />448726.4000 <br />._._ <br />C. DITCH <br />_.- 132 <br />% r <br />446871.6000 <br />189.. 184 ' <br />% <br />CL DITCH <br />73 <br />404889.1000 <br />4486216000 <br />6080.38 <br />r 6042 <br />1 174 <br />404892.9000 <br />160 IWR 1'uG i <br />6080.11 <br />CL DITCH <br />75 <br />I <br />33 <br />446555.2000 <br />69 <br />/ 123 <br />I' q <br />675 <br />EXISTING DETENTION POND <br />x170 7i 176_11 1 18* <br />�.Ifx. <br />446499.6000 <br />6079.04 <br />0. DITCH <br />A <br />1T <br />404936.9000 <br />446449.2000 <br />1' ��,' <br />CL DITCH <br />- , , <br />404959.0000 <br />4 <br />x <br />6078.08 <br />CL DITCH <br />1 <br />.:125 <br />... .X. <br />.% .127 <br />- <br />1124,• <br />134,.. <br />- <br />- 176 177 <br />178 <br />i -' .x <br />Bo <br />404960.4000 <br />446339.7000 <br />6079.88 <br />84 ', <br />120 - <br />_ ___ <br />_ <br />Jx'j_0 . <br />-_ x 164 <br />186 <br />\� 6 <br />�x <br />404934.4000 <br />446337.9000 <br />1 35 <br />x- <br />63 <br />404917.4000 <br />6079.25 <br />GND SHOT <br />84 <br />404935.7000 <br />446371.5000 <br />6080.11 <br />129.. <br />65 <br />404948. 8010 <br />44637&0000 <br />6080.10 <br />CND SHOT <br />00 <br />404936.9000 <br />_'-- <br />-w� <br />ONO SHOT <br />- <br />153 <br />404919.9000 <br />4463915000 <br />DI.ALL Iry rGLI <br />20 0 40 <br />6 <br />EXISTING SITE PLAN <br />SCALE: 1" = 20' <br />No <br />DESCRIPTION <br />BY <br />CHKD. <br />APPROVED <br />I DATE <br />7/97 <br />A <br />ISSUED FOR CONSTRUCTION BIDDING AND PERMITTING <br />BRJ <br />ALS <br />MHL <br />7/97 <br />7107 <br />N <br />z_ <br />7/97 <br />SMM MIATM RETEN110N POND - - -- - <br />REVISED RETENTION POND DISCHARGE PIPING <br />BRJ <br />MHL <br />RLK <br />W <br />4/98 <br />BRJ <br />- <br />MHL <br />RLK <br />404902.3000 <br />7 <br />O <br />GNO 9407 <br />N <br />45 <br />4048&12000 <br />4464024000 <br />6077.85 <br />ONO SHOT <br />46 <br />w <br />446429.8000 <br />6077.24 <br />GND SHOT <br />47 <br />404861.6000 <br />446/680000 <br />6077.45 <br />GND SHOT <br />48 <br />404916.2000 <br />446377.2000 <br />6079.49 <br />GND SHOT <br />6 <br />EXISTING SITE PLAN <br />SCALE: 1" = 20' <br />PREPARED BY <br />0�00 AA <br />SHEPHERD MILLER <br />INCORPORATED <br />PREPARED FOR <br />`..... , ........ ...._ . <br />RECEIVED <br />JUL 2 9 = <br />DIV. OF MINERALS <br />& GEOLOGY <br />MOUNTAIN COAL COMPANY <br />West Elk Mine <br />PO Box 591 <br />Somerset, Colorado 81434 <br />Telephone: 303 929 -5015 <br />DRAWING No. <br />DRAWING TITLE <br />DATE <br />2 <br />LOAD OUT AREA PLAN VIEW AND SITE DETAIL <br />MHL <br />7/97 <br />U) <br />z <br />F. <br />w <br />U <br />3 <br />SEDIMENT TRAP AND RETENTION POND DETAIL <br />z <br />7/97 <br />APPROVED - <br />w <br />7/97 <br />Ld <br />cr <br />MHL <br />4/98 <br />W <br />APPROVED <br />RLK <br />LL. <br />44 <br />404902.3000 <br />w <br />6076.14 <br />GNO 9407 <br />45 <br />4048&12000 <br />4464024000 <br />6077.85 <br />ONO SHOT <br />PREPARED BY <br />0�00 AA <br />SHEPHERD MILLER <br />INCORPORATED <br />PREPARED FOR <br />`..... , ........ ...._ . <br />RECEIVED <br />JUL 2 9 = <br />DIV. OF MINERALS <br />& GEOLOGY <br />MOUNTAIN COAL COMPANY <br />West Elk Mine <br />PO Box 591 <br />Somerset, Colorado 81434 <br />Telephone: 303 929 -5015 <br />ENGINEERING RECORD <br />BY <br />DATE <br />006229 <br />DESIGNED <br />MHL <br />7/97 <br />U) <br />z <br />F. <br />DRAM - <br />CHECKED <br />BRJ <br />7/97 <br />ALS <br />7/97 <br />APPROVED - <br />MHL <br />7/97 <br />Ld <br />CHECKED <br />MHL <br />4/98 <br />416339.8000 <br />APPROVED <br />RLK <br />4/98 <br />44 <br />404902.3000 <br />416.136.3000 <br />6076.14 <br />PREPARED BY <br />0�00 AA <br />SHEPHERD MILLER <br />INCORPORATED <br />PREPARED FOR <br />`..... , ........ ...._ . <br />RECEIVED <br />JUL 2 9 = <br />DIV. OF MINERALS <br />& GEOLOGY <br />MOUNTAIN COAL COMPANY <br />West Elk Mine <br />PO Box 591 <br />Somerset, Colorado 81434 <br />Telephone: 303 929 -5015 <br />TITLE <br />PROPOSED AND EXISTING <br />SITE PLAN <br />11- 407 9""' JULY 1998 DRAWING NL""DN <br />Azia FiE- 114Q7001 %C`. <br />40 <br />404890.7000 <br />446363.9000 <br />006229 <br />CL DITCH <br />41 <br />404875.6000 <br />446317.6000 <br />6058.76 <br />CL DITCH <br />42 <br />404902.5000 <br />446321.2000 <br />6072.75 <br />POWER POLE <br />43 <br />40490&6000 <br />416339.8000 <br />6074.75 <br />GND SHOT <br />44 <br />404902.3000 <br />416.136.3000 <br />6076.14 <br />GNO 9407 <br />45 <br />4048&12000 <br />4464024000 <br />6077.85 <br />ONO SHOT <br />46 <br />404673,1000 <br />446429.8000 <br />6077.24 <br />GND SHOT <br />47 <br />404861.6000 <br />446/680000 <br />6077.45 <br />GND SHOT <br />48 <br />404916.2000 <br />446377.2000 <br />6079.49 <br />GND SHOT <br />49 <br />404879.0000 <br />446777.00DO <br />8081.97 <br />CL RR TRACKS <br />50 <br />404876. 6000 <br />448716.6000 <br />6061.68 <br />CL RR TRACKS <br />51 <br />404878.4000 <br />446657.9000 <br />6081.36 <br />CL RR TRACKS <br />52 <br />404884. 7000 <br />448602.1000 <br />6081.10 <br />CL RR TRACKS <br />53 <br />404894. 2000 <br />446547.7000 <br />6080.97 <br />CL RR TRACKS <br />54 <br />404907.1000 <br />446496.1000 <br />6060.71 <br />CL RR TRACKS <br />58 <br />404926.4000 <br />446441.9000 <br />6080.14 <br />CL RR TRACKS <br />56 <br />404947.5000 <br />416369.5000 <br />6079.93 <br />CL RR TRACKS <br />57 <br />404964.0000 <br />446349.1000 <br />6079.79 <br />OL RR TRACKS <br />58 <br />404928.4000 <br />446329.0000 <br />6079.12 <br />CL RR TRACKS <br />50 <br />404906.3000 <br />446377.6000 <br />6079.27 <br />CL RR TRACKS <br />60 <br />404866.1000 <br />4464320000 <br />6079.77 <br />CL RR TRACKS <br />61 <br />404870.5000 <br />4464905000 <br />6080.01 <br />CL RR TRACKS <br />62 <br />40400 Z;� <br />446541.3000 <br />60110.47 <br />CL RR iMCX5 <br />63 <br />404857.4000 <br />446598.2000 <br />6080.87 <br />CL RR TRACKS <br />64 <br />404652.3000 <br />4415661.0000 <br />6051.29 <br />CL RR TRACKS <br />65 <br />404848.3000 <br />446721.0000 <br />6081.49 <br />CL RR TRACKS <br />66 <br />404849.8000 <br />44677&1000 <br />6081.80 <br />CL RR TRACKS <br />67 <br />404886.4000 <br />448823.7000 <br />6062.90 <br />BLDG. PAD CORNER <br />66 <br />404844.7000 <br />446821.8000 <br />6082.95 <br />BLDG. PAD CORNER <br />66 <br />404826.6000 <br />446820.3000 <br />608278 <br />BLDG. PAD CORNER <br />70 <br />404884.5000 <br />4487&1.2000 <br />6061.29 <br />CL DITCH <br />71 <br />40/8822000 <br />448726.4000 <br />8060.93 <br />C. DITCH <br />72 <br />404883.7000 <br />446871.6000 <br />6090.38 <br />CL DITCH <br />73 <br />404889.1000 <br />4486216000 <br />6080.38 <br />CL DITCH <br />74 <br />404892.9000 <br />446594.8000 <br />6080.11 <br />CL DITCH <br />75 <br />404900.3000 <br />446555.2000 <br />6079.79 <br />0. DITCH <br />76 <br />404916.9000 <br />446499.6000 <br />6079.04 <br />0. DITCH <br />77 <br />404936.9000 <br />446449.2000 <br />6078.42 <br />CL DITCH <br />78 <br />404959.0000 <br />446395.801)0 <br />6078.08 <br />CL DITCH <br />79 <br />4049786000 <br />446346.3000 <br />6077.81 <br />CL DITCH <br />Bo <br />404960.4000 <br />446339.7000 <br />6079.88 <br />GNO SHOT <br />81 <br />404949.7000 <br />4463359000 <br />6079.75 <br />GNO SHOT <br />82 <br />404934.4000 <br />446337.9000 <br />6079.31 <br />GNO SHOT <br />63 <br />404917.4000 <br />446364.3000 <br />6079.25 <br />GND SHOT <br />84 <br />404935.7000 <br />446371.5000 <br />6080.11 <br />GND SHOT <br />65 <br />404948. 8010 <br />44637&0000 <br />6080.10 <br />CND SHOT <br />00 <br />404936.9000 <br />446401.1000 <br />6080.15 <br />ONO SHOT <br />87 <br />404919.9000 <br />4463915000 <br />8080.04 <br />GND SHOT <br />86 <br />404906.8000 <br />446389.1000 <br />6079.53 <br />GND SHOT <br />69 <br />404895.0000 <br />446420.7000 <br />6080.10 <br />170 SHOT <br />90 <br />404912.1000 <br />44642 8,7000 <br />6080.18 <br />GND SHOT <br />91 <br />404924.9000 <br />4464380000 <br />6080.28 <br />GNO SHOT <br />92 <br />404910.4000 <br />448488.9000 <br />8080.78 <br />GNO SHOT <br />93 <br />404895.1000 <br />4484654000 <br />6080.48 <br />ONO SHOT <br />94 <br />404880.6000 <br />4464019000 <br />6080.16 <br />CND SHOT <br />95 <br />404878.0000 <br />446485.3000 <br />6080.23 <br />GND SHJT <br />00 <br />404892.1000 <br />446487.4000 <br />6080.67 <br />GND SHOT <br />97 <br />404904.9000 <br />446490.8000 <br />6080.69 <br />GND SHOT <br />96 <br />404899.0000 <br />446509.1000 <br />6050.97 <br />CO SNOT <br />99 <br />404885.1000 <br />448507.4000 <br />6080.81 <br />670 SHOT <br />100 <br />404871.3000 <br />446506.1000 - ' <br />6080.45 <br />GND SHOT <br />101 <br />404886.40DO <br />446543.8000 <br />6080.72 <br />GND SHOT <br />102 <br />404878.7000 <br />448546.1000 <br />6081.29 <br />GND SHOT <br />103 <br />404890.5000 <br />446547.7000 <br />6081.34 <br />GTO SHOT <br />104 <br />40481117000 <br />446582.5000 <br />6081.30 <br />LNO SHOT <br />105 <br />404872.2000 <br />446580.4000 <br />6081.28 <br />GND SHOT <br />106 <br />404861.9000 <br />446579.2000 <br />8081.13 <br />GNO SHOT <br />107 <br />404859.3000 <br />448613.8000 <br />6081.37 <br />ONO SHOT <br />108 <br />404870.6000 <br />446613,7000 <br />6081.46 <br />GNO SHOT <br />109 <br />404879.5000 <br />446814.8000 <br />6081.49 <br />GNO SHOT <br />110 <br />404868.8000 <br />446459.4000 <br />6078.95 <br />CND SHOT <br />111 <br />4048754000 <br />446434.6000 <br />6079.36 <br />GND SHOT <br />112 <br />404887.6000 <br />446405.2000 <br />6079.58 <br />GND SHOT <br />113 <br />404902.2000 <br />446371.0000 <br />6079.03 <br />ONO SHOT <br />114 <br />4049119000 <br />4483428000 <br />6079.42 <br />CND SHOT <br />115 <br />404974.5000 <br />446343.4000 <br />6079.49 <br />708 DITCH <br />116 <br />404953.0000 <br />446392.9000 <br />6079.61 <br />TOO DITCH <br />117 <br />404933.8000 <br />446444.2000 <br />6080.17 <br />708 DITCH <br />118 <br />404913.9000 <br />446496.6000 <br />6080.35 <br />TOO DITCH <br />119 <br />404896.7000 <br />446555.2000 <br />6081.03 <br />TOO DITCH <br />120 <br />404817.5000 <br />446804.9000 <br />6089.44 <br />CO SHOT <br />121 <br />404835.7000 <br />448585.2000 <br />608200 <br />GND SHOT <br />122 <br />404815.7000 <br />446603.8000 <br />8082.01 <br />GND SHOT <br />123 <br />404825.4000 <br />448834.1000 <br />6081.63 <br />GND SHOT <br />124 <br />400820.2000 <br />446851.8000 <br />6081.75 <br />GND SHOT <br />125 <br />404822.6000 <br />446619.0000 <br />6082.20 <br />GND SHOT <br />125 <br />404 812.4000 <br />446612.7000 <br />608276 <br />GRID SHOT <br />127 <br />404820.4000 <br />446839.4000 <br />608251 <br />BLDG. PAD CORNER <br />128 <br />404810.7000 <br />448638.4000 <br />6082.57 <br />BLDG. PAD CORNER <br />129 <br />404811.8000 <br />446625.1000 <br />608283 <br />BLDG. PAD CORNER <br />130 <br />404606.1000 <br />446648.3000 <br />6083.47 <br />FENCE CORNER <br />131 <br />404836.6000 <br />446614.5000 <br />6082.31 <br />FENCE CORNER <br />132 <br />404633.3000 <br />446652.4000 <br />608221 <br />FENCE CORNER <br />133 <br />404811.0000 <br />446655.7000 <br />60117.72 <br />FENCE CORNER <br />134 <br />404822.9000 <br />446681.4000 <br />6083.26 <br />BIDE. PAD CORNER <br />135 <br />404840.9000 <br />446883.2000 <br />6083.25 <br />BLDG. PAD CORNER <br />136 <br />4048626000 <br />448665.1000 <br />6083.24 <br />BLDG. PAD CORNER <br />137 <br />404865.3000 <br />446646.5000 <br />6083.37 <br />BLDG PAD CORNER <br />136 <br />404872.3000 <br />446638.1000 <br />608200 <br />GIO SHOT <br />139 <br />404870.6000 <br />446655.4000 <br />608202 <br />ONO SHOT <br />140 <br />404667.7000 <br />446681.9000 <br />6082.11 <br />GNO SHOT <br />141 <br />4:,4887.4000 <br />4467w.0000 <br />6082.43 <br />GvG SHOT <br />142 <br />404868.0000 <br />446736.3000 <br />6082.54 <br />ONO SHOT <br />143 <br />404869.0000 <br />446761.6000 <br />608254 <br />GND SHOT <br />144 <br />404869.1000 <br />44077 &1000 <br />6082.51 <br />GND SHOT <br />145 <br />404856.7000 <br />4467780000 <br />6082.17 <br />GRO SHOT <br />146 <br />404856.6000 <br />446759.7000 <br />6062.44 <br />GND SHOT <br />147 <br />404855.3000 <br />446730.2000 <br />6082.29 <br />CND SHOT <br />148 <br />404855.2000 <br />446701 3000 <br />6082.11 <br />GND SHOT <br />149 <br />404856.6000 <br />446667.5000 <br />6082.08 <br />ONO SHOT <br />150 <br />404657.7000 <br />446652.0000 <br />6082.00 <br />GNO SHOT <br />151 <br />404859.4000 <br />446635.4000 <br />6081.81 <br />GNO SHOT <br />152 <br />404819.3000 <br />446669a000 <br />6082.85 <br />FENCE CORNER <br />153 <br />404807.2000 <br />44672&1000 <br />6061.06 <br />FENCE CORNER <br />154 <br />404616.1000 <br />446771.6000 <br />5051.42 <br />FENCE CORNER <br />155 <br />404840.7000 <br />446778.6000 <br />6081.89 <br />FENCE CORNER <br />156 <br />404635.5000 <br />4467000000 <br />6079.84 <br />ED POND <br />157 <br />404839.1000 <br />446752.8000 <br />- 8081.90 <br />ED POND <br />156 <br />404841.5000 <br />446728.7000 <br />6081.90 <br />ED POND <br />159 <br />404843.7000 <br />446700 6000 <br />608202 <br />ED POND <br />160 <br />404842.7000 <br />446M9.5000 <br />6081.42 <br />ED POND <br />161 <br />404936.3000 <br />446862.8000 <br />6061.72 <br />ED POND <br />162 <br />404829.5000 <br />446661.5666 <br />6062.02 <br />ED POND <br />163 <br />404822.3000 <br />446671 4000 <br />6082.06 <br />ED POND <br />164 <br />404817.6000 <br />448693.3000 <br />6081.64 <br />ED POND <br />165 <br />404816 .9000 <br />446716.2000 <br />6080.82 <br />ED POND <br />166 <br />404817.0000 <br />446744.4000 <br />6080.65 <br />ED POND <br />167 <br />404821.2000 <br />446759.6000 <br />6081.02 <br />ED POND <br />166 <br />404829 .7000 <br />446760.5000 <br />6079.50 <br />ED POND <br />169 <br />404832.1000 <br />4467483000 <br />6077.35 <br />1.70 SHOT <br />170 <br />4048383000 <br />446727.8000 <br />6076.96 <br />GND SHOT <br />171 <br />404838.5000 <br />446700.3000 <br />6077.44 <br />CND SHOT <br />172 <br />404835.0000 <br />448878.0000 <br />8077.76 <br />GND SHOT <br />173 <br />401834.4000 <br />446667.6000 <br />6077.63 <br />GND SHOT <br />174 <br />404870.0000 <br />446669.2000 <br />6078.09 <br />GND SHOT <br />175- <br />404825.3000 <br />44667&7001 <br />8077.86 <br />ONO SHOT <br />176 <br />404820.3000 <br />445700.4000 <br />6078.04 <br />GO SHOT <br />177 <br />404821.2000 <br />446722.4000 <br />6077.46 <br />OND SHOT <br />176 <br />4046209000 <br />44674&10DO <br />6077.84 <br />CIO SHOT <br />179 <br />404825.9000 <br />448753.8000 <br />6077.81 <br />GNO SHOT <br />180 <br />404830.0000 <br />446754.7000 <br />6077.84 <br />CID SHOT <br />161 <br />404B29.00DO <br />448780.8000 <br />6079.60 <br />400 SHOT <br />182 <br />404835.7000 <br />44675&0000 <br />6079.72 <br />CND SHOT <br />183 <br />404839.7000 <br />446763.8000 <br />6081.41 <br />GND SHOT <br />186 <br />4048320000 <br />446747.6000 <br />6060.90 <br />CHO SHOT <br />185 <br />404825.8000 <br />446770.5000 <br />6081.32 <br />GND SNOT <br />1003 <br />404477.9000 <br />416087.7000 <br />6231.09 <br />Bock*10t Station <br />1066 <br />404664.9000 <br />4464785000 <br />6079.70 <br />Foreinot Motion <br />1056 <br />404"8&5000 <br />446756.7000 <br />6084.71 <br />CONTROL PT. <br />TITLE <br />PROPOSED AND EXISTING <br />SITE PLAN <br />11- 407 9""' JULY 1998 DRAWING NL""DN <br />Azia FiE- 114Q7001 %C`. <br />