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<br />WE CDR.
<br />SEC28
<br />T8N,g10E
<br />FNlJ, 2' PIPE
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<br />125,03
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<br />h 1/4 COR,
<br />SEC.28
<br />nlW,RJOE
<br />F!'IIJ, l' REBAR
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<br />86.83
<br />24.41
<br />-~'3,56
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<br />89,63
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<br />20,69
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<br />179,62
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<br />1c."18'15'
<br />93'14',14'
<br />89'58''58'
<br />26'15'04'
<br />79'01 '39'
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<br />309,87
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<br />CHORD LENGTH
<br />86,67
<br />21.80
<br />21.21
<br />88,85
<br />19,09
<br />-07.J2
<br />
<br />CHaRD BEARING
<br />S 62'33'42' W
<br />N 64'34'21' W
<br />S 27'22'49' W
<br />S 57'59'31' W
<br />S 83'40'36" W
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<br />SECOND ADDENDUM TO
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<br />'B SURVCYDWS CCRT/FICA TD
<br />I, RDNALIJ E. WILLIAMSDN, REGISTERrJJ LANIJ SURVEYOR, f1EF!EBY CERTTFY
<br />~ THAT hilS nAT IS A CORRECT REPRESENTATIDN OF THE CONlJDl1INlUM
<br />~ lJESCRIBElJ ANlJ IlJENTInCA TIDN ANlJ LDCA TJON DF THE UNITS ANlJ THE
<br />'" CDI1MON ANlJ LIMITED CDI1MDN ELEMENTS CAN BE IJUERMlNfCIJ FROM THE
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<br />FilIJ'NlJ l' lJIAM. IRDN PIPE:
<br />
<br />RECORDEIJ AS
<br />
<br />N[]TD
<br />AREA COMPUTATIONS ARE BASED ON ARCHITECTURAL PLAN
<br />JJIMENSIDNS ANIJ IiO NDT SUPD?SElJE UNIT BOUNlJARiES AS
<br />SU FDUP TH iN THE CDNlJDMINIUM lIECU1RA TIONS,
<br />
<br />ALL fJTHER ARE:A !JilT IJESIGNATED AS LIMnEIJ CDMMON
<br />nn1EiVT IS CDMMO/V ELEMENT,
<br />
<br />ALL YTDDPS ARE LIMITElJ COMMDN ELEMENT
<br />
<br />'\ ALL PA TlDS ANIJ IJECKS ARE LiMITEIJ CDMMDN ELEMENT,
<br />
<br />wILLIAMSDN SUPVEYlNG CD.,lNC,
<br />BY;' RONALlJ E. WILLIAMSDN
<br />
<br />PAlD);;", ..~-+c. ,./ i!!.el t lil'/"-,,,,;j
<br />RONAL}) E VILLIAMSDN
<br />PPESlDENT
<br />
<br />RECEIVEIJ FDR RECDRlJING THIS :J.I IJAY Dr bt.c.~~f', ,.,;l
<br />
<br />Ar .D~:J1 D'CLDCKA,M ANlJ RECDPIJEIJ IN VOLUME 4-1708 ,Dr
<br />J 1>1 I
<br />C~ . ~ ,ON PAGES --L,~, '3 ,~,~& " .
<br />
<br />AHCRITfCH fASD/E:NT
<br />IJIj'C. Nf}. 3399470
<br />
<br />LINE BEARING DISTANCE
<br />r-- f--
<br />f-!:-1 N 79'49'18' E 3{/'3~_
<br />L2 S 42'03'1:5' W 61. 43
<br />L3 S 70',':5'32' W :'5981
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