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I <br />I <br />I <br />I <br />I <br />West 1/16 Cor. — — <br />I <br />m <br />rn <br />N I <br />o l0 <br />U <br />w <br />P <br />'CZA ZIMIJ D <br />Neslta NiffM ne �`M 77 22/7 <br />Section 26, Yotivnsli z .�1/oYth; mange 74 Yllest, of tGie 6tFi Trip ulMeYi czn <br />Costillaz Country, Colo' ratio <br />Assumed North '/e Co,. Sec. 26 <br />Mound of stones. <br />N89 °10'11 "E 1314.47' <br />Permit Boundary <br />as surveyed. <br />200.82 Acres± <br />aw /o� <br />/ <br />I <br />I <br />/ <br />EI /2 NWI /4 <br />I � <br />— —_ CW1 /16 Cor. <br />`, <br />ms\1'00', <br />I <br />SW 1/16 Cor. (j— — <br />Set temporary lath) <br />I <br />West 1/16 Cor. <br />/ <br />13 " El 752.05' <br />�1 — <br />\ <br />J <br />`S62.s6a/ <br />/ F; <br />\ os,69, <br />NEI /4 <br />90,867.62 0 <br />- - -Sec� 26 - - - -- <br />I <br />NEI/4 SWI/4 <br />Pines <br />N 89 °15'24" E 2639.71' <br />I <br />/ <br />NE Cr. Sec. 26 <br />2'k" pipe w/1 notch <br />East side 6r 2 notches <br />South side. <br />I <br />I <br />\ <br />z <br />0 <br />I� o <br />rn <br />N <br />I <br />s <br />concrete <br />Pad <br />�1 <br />\n <br />PVV \E3S <br />— __ � -- -- -- -- East r/s Cor. Set. 26 <br />Cp -1 00 <br />a <br />ti <br />!I \ \ <br />N I/2 SE I/4 \ <br />s <br />�o <br />916 °03`14 "W j0114g �\ o <br />F X <br />CN <br />9 �n <br />CS 1116 Cor. <br />Set temporary lath <br />54,861.96 Cubic Yards <br />I <br />I <br />7-89-07'22"W 1315.50' South '/9 Cor. Sec. 26 <br />I� <br />0 <br />0 <br />I° <br />N <br />I <br />South 1/16 Cot. Sec. 26 <br />I <br />I <br />I� <br />0 <br />U <br />I' <br />N <br />Iw <br />I� <br />I <br />I <br />W.C. 30' <br />S 89 °11'43" W 2638.94' <br />� j i 6� S�f tec6L�10p-' cd-fl�et <br />Ji5 �i (�S V2u�tb(� Si CGS��2I5 Qc� <br />�A�2U i(A <br />ai'T� k �'1`QS CelwdJot,� • <br />J at.t.l <br />-Q.- -SUE•' .ti- <br />Ov <br />n <br />; <br />4f ? <br />G <br />�ONA4� <br />1, Brian Dirk Hatter, a Registered Land Surveyor in the State of Colorado, <br />do hereby certify that this plat accurately represents a survey made by me or <br />under my direction and supervision. I further certify that the <br />shown hereon actually exist, and that their positions are as _ [�® 1(29 <br />PLS No. 26597 <br />BASIS OF BEARING <br />The line between the East 1/4 of section 26 <br />and the NE corner of section 26, <br />T. 2 N., R. 74 W., 6th P.M. is assumed to <br />bear N. 00° 49' 33" W. and are <br />monumented as shown. All other bearings <br />are relative thereto. <br />LEGEND <br />0 <br />Found Stone <br />2'h" alum. cap on #6 rebar, - LS 32434 <br />0 <br />11/2' alum. cap on #5 rebar - LS 14842 <br />O <br />Monument as described <br />• <br />Control Station <br />— — <br />Reclamation Boundary <br />Permit Boundary #M- 77.227 <br />—E <br />Overhead Power Line <br />Mine Property by legal description. <br />