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Resolution 1996-091 This resolution adopted after motion, . :,;. ~ ~ ,~':.s~~.:;~"~:~:,:..":",,,,, :f;:~i ":;",PATED;, "-'-A'7/f" ",,,' 'T:' ;I' ,.:ATTEST:'" '/', < ('-, :, ~';i'llllIGllTE" BROCK:',;:"~~ik (~ h~ : ,. . .. ,;:~~:.. ,-.'. : ".",. ,:.. 'l,<-P,'l..;.... . " eta 'II, ',r., " "f;(,-.r". - ,',. . ' . , ~~'~' Ap oved as, to ibm, and ~'..', ' leg'll'sufftciency:' ",~):,:. "J:;(:';L"fArw , < Heidi F, Ash ton Assistant County Attorney RESOLUTION NO. 96- 91 RESOLUTION FOR PETITION AV,96.002 TO VACATE AN ODD SHAPED DRAINAGE EASEMENT LOCATED ON A PORTION OF LOTS 1 AND 2 AND 5 FEET OF A 2S FOOT UTILITY EASEMENT LOCATED ON LOT 15, ON THE PLAT OF OAK COLONY AT VINEYARDS, AS RECORDED IN PLAT BOOK 25, PAGES 67-68, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. WHEREAS, pursuant to Section 177.101, Florida Statut.s, Jeffrey Nunner. a. agent' for owner, Vineyards Development Corporation, does hereby requut the vacation of an odd shaped drainage easement located on a portion of Lots 1 and, 2 anI! 5 feet of a 25 foot utility easement located on Lot 15, on the plat of" Oek;, . Colony at Vineyards, as recorded in Plat Book 25, Pages 67.68, of the Public Records of Collier County, Florida; and WHEREAS, the Board has this day held a public hearing to consider a portion of said plat as more fully described below, and notice of said public hearing to vacate was given as required by law; and ...~, ' ~, .. .. WHEREAS, the granting of the vacation will not adversely affect the ownership or right of convenient access of other property owners, NOW', THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA, that tha following be and is hereby vacated: See Exhibit "A" attached to and incorporated herein BE IT FURTHER RESOLVED, that the Clerk is hereby directed to record this, , Resolution in the Public Records of Collier County, Florida and to make notations of this vacation on said plat, second and majority vote . BOARD OF COUNTY COMMISSIONERS . .. .,'." "-','J,.:; COLLIQ FLORIDA .. ' '. ..' .' ~"'}',~~' By:, ~~~.i;' ,J{Jfl!l-c, NORRIS. Chairman,', "',';,,',<1.,', ,;,g:,'\~ .. ~ -ly,:j.t~4~I~f+ii 2028629 OR: 2154 PG: 05;~~~~~ IICOilllD In omcm IICOlllI of COLLm coum n', '.~ii Ol/Ol/" It 01:2m Dilm I, JlOcr, CLlII:~ .'.t.: ~'/~1Fk:.., ' , .. :"..': ~;"':(',:~- IIC m 'lll.ao",:Gi;i~\i;'iF COP II' ' 'l O' ',."~.l/v.;, ''t I ,'''1~~' {\I'~~)..y- ',;,~ ~.~f:,:.':,;;f;~f ~::~:t~~" ',- ,t1t""t>I'Iot~" "- ',- - "j ~";k~:':'~"<::4 .(!. . RDM/im/Ol1096/3ll0 letn: mil TO TSJ 8O.UD ImRolPICI 5TH lLOOI lIT 110' N ~ a :::lE i1l '" < ~ " R(f": OAKESMTZ 2"'9-04-1T FEB 2 71996 ~ 4~ /.(/ ~~ ~~. :t 8" J 1# ~ .r LOT 1 ~ THE VINEYARDS UNIT TWO TRACT L-13 (D,E) PUT BOOK 1-1. PAGE gg A. 5312'3J- R _ 85,00' T - 42.37' l - 7!l.g,' C _ 76,1J' B - S 27''04'56- E \S',o.l'\ 'T~ G ~o (1-t '~y ~ ... 'f.9~"J 049, ~ ' 0<~ "... LOT 3 THIS SKETCH IS FOR DESCRIPTION PURPOSES ONLY AND IS!!Ql A SURVEY k::~{~~WI - DENOTES SUB.f;CT DESCRIPTION P.O.B. - DENOTES POINT Of BEGINNING * ,- ornOTES BAStS OF BEARING SKETCH OF LEGAL DESCRIPTION (NOT TO SCAlf) LEGAL DESCRIPTION BEING A STRIP Of' lAND THAT IS L'l1r-1C v.milH LOTS 1 AND 2 Of THE PLAT .OAK COlONY AT \1NEYAAOs". AS RECORDED IN PLAT BOOK 25, PACES 67-S6 OF THE PUBue RECORDS FOR COUJER COUNTY, t1.ORIDA. AND WHICH IS WORE PARnCUlARl..Y DESCRIBED AS fOLLOWS: COMIo4(NONC AT THE NORTHWEST CORNER OF TIiE ABOVE DESCRIBED lOT 1, SAID POINT SElNG THE POfr.,r OF erClNNIN~ niENcr SOUTH .53 DEGREES 41 MINUTES 13 SECONDS EAST, A DISTANCE Of 56.59 FEET TO n-lE: POINT Of CURVATVRE OF' A HON-TANCENT CURVE" CONCAVE TO 1HE NORniEAST. HA'v'ING A RADIUS Of" !5.00 FEET. A CENTRAl ANCL! OF' 53 DECREES 12 MINUTES JJ SECONDS, AND A CHORD Of 76.1J fUT SEAR!NG SOUTI-l 27 DECREES 04 MINUTES 56 SECONDS EAST: TI-lENCE SOU'IHEASTERL Y ALONG SAID CURVE. A DISTANCE Of 7!.94' ruT; TI-lENCE NORTI-I 5J DECREES 41 MINUTES 1J SECONDS WEST. A DISTANCE OF 122.77 rrrr TO THE INTERSECTION OF TI-lE EASTERLY RIGHT-OF-WAY OF' ARBOR BOUlEVARD ( A 120 FOOT ROADWAY): THENCE NORTH JJ OECREES oe MINUTES 47 SECONDS EAST A!..OtIG SAID RIGHT-OF-WAY. A DISTANCE Of J4.15 FEET TO THE POINT OF BF"CtNNINC' SAID DESCRIBED TRACT CONTAlNINCi 2.5118.00 SQUAR( fEET (0.06 ACRE), MORE OR LESs. , '.\', . . ., (." ;.' THE BEARINCS USED fOR THIS DESCRIPTION ARE BA5to UPON THE NORTI-1V1EST UNE Of SAlD LOT '. MilCH IS SHO"",", ON THE ABOVE DE$:CRlDED' PI.A T OF "OAK COt,ONY AT V1NEy..vms. AS BONCi N4 ASSUMED 8~ OF "O~rH;)J qECREES 08 MINUTES 47 SECONDS EAST. ' .,..". ":: ..... .... ~ .... 1Hl~"O ~~~,,:,.u. rRrp~ED BY: ; ~~:,...~" ~!,'::"')~'~r.':~ .~I- '., 'I ,-,~' ;'..::- . .....-.~. ... .,~ PREPARED BY AMERICAN ENGINEERING CONSULTANTS, INC. ("'j...-ISS1 (f'AX) In-111% ("1 "4-1"7 (T~ H4-7S11 lOOK (]OOPI",433 :7'IOHAItlICUft~ 51) lAU! lAQ,L M. ~t"fT 1 nl" N I ,.." RU: OAKESNTJ 2449-04-08 I HS SK(TOf IS ~ KICRP'I'lOM I P\lRPOS(S OM.Y NfO IS m A .JICVf;t ~ .::.,'r ~ ~" ~ fil &:; I.:' ~ ","'k 'r "'>t *" a- FEB 2 71996 t,; , .~. .0"'", --?<?' ~ LOT 16 'vAl< COL ONY A T VINEYARDS "- PLAT BOOK 25 oS' PAGE aa ,,~oS'4:\, '" ,; '0>. LOT 15 4:r,:",e- 0>.." '. It' ,10.,. ~;4<, 'O3,l.18."" '4'~" k::.l A . 02OS2'3J- R . 100.00' l.. 5.02' CHO - 5.02' ca .. S 38"05'58- W E1/.NWOOD PHASE 1 PLA T BK. 16 pa 3'~ LOT 18 LOT 14 SKETCH OF LEGAL DESCRIPTION (!fOr TO ICH.L) l::riit1- !)[HOlD SU8":CT OCSCl'lPnOH P.O.c. .. D040ltS PotlT Of COWI-IEHc:twOlf P.O.&. .. DOI0Ta PO/HT Of' HCItfHlNO . * - 00I0TU lASS OF IIEN'l>>fO LEGAL DESCRIPTION BONG A STRIP Of'lAND THAT IS l'l1NC MTHlN lOT 1S OF THE PLAT .OAK COlONY AT \IINEYAROS'". AS RECOROED eN PLAT BOOK 25, PACES 67-68 Of THE PV8UC RECOROS FOR COWER COUNTY. flORIDA, AND 'MilCH IS MORE: PAATlCl.J\....lr.Rl.Y OESCRlBED AS rou.ows: COMWEHONG AT THE HORTHVrtST CORNER Of THE ABOVE DESCRIBED LOT l~: THOICE NORTH 33 DECREES OS MINUTES 47 SECONDS EAST, A DISTANCE Of' 20.00 FEET TO THE POINT Of' BEGINNING; n-tENCE CONTINUINQ NORTH 33 DEGREES 08 MINUTES 41 SECONDS EAST .A.l.OHQ S"'D UNE. II DISTN-ICE OF' 5.00 fEET; rnENCE SOUTIi S6 DEGREES Sf MINUTES 07 SECONDS EAST, A DISTNfC( Of 105.62 F'EET TO niE POINT Of CURVATURE Of A NON-TANGOH CURVE. CONCAVE TO THE sournEAST, HAVlNe; A RADIUS Of' 100.00 fEET, A CENTRAL AHCl( Of 2 DEGREES .52 MINUTES JJ SECONDS, AND A CHORD OF .5.02 FEET BEARfHG SOUTH JS DECRE:.ES 06 MINUTES 01 SECOND WEST: niENCE SOUTI-lM:STERl Y AlONG S,tJO CURVE. A DISTANCE Of' 5.02 fEET; niENC( NORm sa DEGREES 51 MINUTES 07 SECONDS WEST, A DISTANI;( or 105.19 fEET TO mE PCXHT OF BECfNNlNC; SAID OESCAJBED TRACT CONTAINING 526.92 SQUARE fUT (0.01 AW), .ORE OR LESS. nu: BEARINGS USED fOR n-nS DESCRIPTION ARE BA,SEO UPON AN ASSUMED BEARlNG Of NORTH JJ DEGREES OS MINUTES 47 SECONDS EAST FOR TI-lE ~ORlH(ASTtRl.Y UNE OF SAlll LOT IS. ,.\.:.' ,.' " PREPARED BY AMERICAN ENGINEERING CONSULTANTS, INC.' 7'JO HNleOC.M ElIlr<. ~ n.. CU'l,n-I"1 8~ .41-7112 J7.1 MD tMiLL DNW. liINtCO .... n.. ('" ,.....Ut7. .1.....7511 lOOK ;0 PAr" 434 SHrrT t ~ 1 "",i .~ :~' i" ,:;~~ ,;.,'~,] , "'1.:]1, .. "~;~' ; " , , ' 'I I- ~" < ,~:j~1 ':. ""l:f"i'Il. . '.,.~ 'f''':'f~~ {:" ~: . ,!~~ ; ':1 <\i 'iI. , ...c ,:j /iZj "~ "'I ' ~l 't ..<'ji ".'!,I" :, Jt ',~