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<br />It n~-R Id11E ti. U'00'BO" F, 170.38 1~1'. UIST'.; 'f I1F;NCE N TU3'On" E., :18L00 PI'. UIST. 'fIIRI U'P'
<br />71:1.(L1 fC. UI ;'I'. Alnll(: IIIE ARC OF A CURVE. TO '1'lIE RI(:II'I' IIAVItIi; A RAUIIIS OF n01 ::' [•'I'.
<br />hNU A LOtlq CIIOIiU OF V9111C11 f)EARS tJ. 12'60 00" E., 7,13.00 G"f. IlIS1'.; 'fNPd ICI? II 2.1'nYnn" h:,
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<br />' LAIR S RCi':1Ci'2~1" I'.., 708.80 F1'. DIS'I', MORR OR LESS, TU TIIF. RhST LINE OF SAII) FR Ijd SV. 't /.i;
<br />'fII1~;I1CR S 0'20'27" E., 008.12 F"P. UIgT., MORE OR LESS. 'IU 'T11R POINT OF RRGIIIt11NU.
<br />(;t)tffARllNf; 41.02 ACRRS, 610Rf1 OR LE55.
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<br /> IV~`;I~ C>1~ }l~ ARIPdG: 'I'Ito Stntl.lt lino of LLo Sf:; 1/-i of Sec,Livn 10,
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<br /> Irntn n hl n. 5 rcbnt ', wll.nc^setl 1>y n a 1/~I" nlnni. enl> (nt n 1." I,II,o
<br /> l:, 17 '~(ili fnr llle, ,S nnlli I/-I cornet' of sec lion lU, ttt n ~'~ nlnnl. cult
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<br />4;1.54 Fl'. UIST.; 'CI1ErICE N. 0'23'41" E.
<br />?_89.02 F'f
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<br />TEIEiJCE N_ 0'04'08" F,., (50401 F"C. UIST. TU TiIE GUIIi IISU1J
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<br />t!. 79~~I Vii' SP., 300.00 N"f. UIST.; 1'E3ENCR N. ER TfiE FULIA BRIG: 11. 72'30' W., 424,4 F'1'. UIST.; '1'I if,tICR
<br />7A'00' W., 410.00 FI'. DIS'f; TIIF
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<br />8:,'15' W
<br />400
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<br />F-C. 0151'.: TISGNC F. LEAVING '}"fiE CUNLIISUN RIVER
<br /> 5. 0
<br />28
<br />27
<br />F., 80A.12 F'I'. llIS'1'., MOf2E OR LESS, TU TJIF. PUIN'C OF UEGINNING. CO N1'AOllIIG 3A
<br />13
<br /> ACRI{S, MURE OR LESS. .
<br />
<br />' I3A.SIS Off'
<br />'1' AGARLNG: The Soutll line of the S); 1/4
<br /> . 15 S.,
<br />(tool
<br />N R 95 W., J3 tit. P. M. is cotlsldere<l to bear
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<br />S o. 5 rebar, vrltuessed by a 3 1/h" alum,
<br />' a
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<br />1l_7 for the South 1/4 cor ner of section lU
<br />
<br />on a No.
<br />d rebar, IS 20097 for
<br />the ,
<br />SP corner of
<br />
<br />
<br />1
<br />of Secl.lvn JU,
<br />cap on a 1" pipe
<br />t0 a 7" Fl1u211. Cap
<br />section 10.
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