The URL can be used to link to this page

Home My WebLink AboutCity of Tamarac Resolution R-82-1941 2 3 4 5 9 10 11 12 13 14 15 16 '. 0 21 22 23 24 25 26 27 28 29 2 33 34, 35 36 Introduced by Temp.# 2267 CITY OF TAMARAC, FLORIDA RESOLUTION NO. A RESOLUTION ACCEPTING AND APPROVING AN IRREVOCABLE OPTION FOR PRIVATE STREETS OFFERED BY F & R BUILDERS, INC., FOR THE KINGS POINT PROFESSIONAL PLAZA PROJECT AND THE KINGS POINT RECREATIONAL COMPLEX; AND PROVIDING AN EFFECTIVE DATE. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF TAMARAC, FLORIDA: SECTION 1: That the Irrevocable Option offered by F & R Builders, Inc., for private streets, for the Kings Point Professional Plaza and the Kings Point Recreational Complex, is hereby accepted and approved, a copy of said option being attached hereto as Exhibit "A". SECTION 2: That the City Clerk is hereby authorized and directed to record said document in the Public Records of Broward County, Florida. SECTION 3: This Resolution shall become effective upon its adoption. PASSED, ADOPTED AND APPROVED this day of Q,6,4 1982. ATTEST: A5 STANT CITY CLERK I HEREBY CERTIFY the form and car: Resolution. _ I have approved MAYOR: ss of this DISTRICT DISTRICT DISTRICT DISTRICT MAYOR RECORD OF COUNCIL VOTE F 114 IRREVOCABLE OPTION For good and valuable consideration, the receipt and adequacy of which is acknowledged, F&R Builders, Inc., gives and grants to the City of Tamarac for a period of fifty (50) years from the date the Plats of Kings Point Professional Plaza and Kings Point Recreational Complex dated April, 1982 and June, 1982, respectively, are recorded among the Public Records of Broward County, Florida, an option to purchase for One Dollar ($1.00) the private street to be located on the real property described on Exhibit A attached hereto. IN WITNESS WHEREOF, the undersigned has executed this instrument the4day of June, 1982. Signed, sealed and cLelivered in presenee �f F&R BUILDERS, INC. Tj By 7- - Vice President STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this day of June, 1982 by�- as Vice President of F&R Builders, Inc., a Florida corporati ", on behalf of the corporation. Notary Publ'" , State of Florida at Large My commission expires: -'%0 i ARY PUBLIC STATE OF FLOR I DA AT LARGE -- COMMISSION EXPIRES ;v1.,�A 7 Iro4 cONULD, ]H&U j'a_ENE&AL INS. Ui 0L9i.n,.riS THIS 1"ISTRUMENT PREPARED BY: Robert M. Haber, Esq. 9555 North Kendall Drive Miaml, Florida 33176 DANIEL CARNMAN CONSULTING ENGINEERS, INC. CONSULTING ENGINEERS LAND SURVEYORS LAND DEVELOPMENT CONSULTANTS 101 N. STATE R OAS T MAR GATE , FL. 33063 305 - 972 - 3959 INGRESS AND EGRESS EASEMENT SCALE: !"= i10' UPDATES and/or REVISIONS DATE BY CKD NOTES: 13 11EPR000CT10hS OF THIS SIQTC/I ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'! SEAL. 24 LANDS $"OWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD W DATA SI.OWN HEREON WAS COMPILED FROM OTHER INSTRUMENTS AND DOES NOT CONSTITUTE A FIELD SURVEY AS SUCH. JOB NO 1ZD3024 DATE (o g_B2 DRAWN r/.L A SHEfT 2 Of 2 1 HERESY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL DESCRIPTION AND OTHER PERTINENT DATA SHDWN HEREON, OF THE ABOvE DESCRIBED PROPERTY CONFORMS TO THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT Of PROFESSIONAL REOULATION, BOARD Of LAND SURVEYORS, N SEPTEMBER 1961, AND THAT SAID SKETCH IS TRUE AND CORRECT TO THE BEST Of MY KNOWLEDGE AND SEL►EF. DANIEL L. CARNA14AN REGISTERED LAND BURVEYOII BSOO! STATE OF FLORIDA CHECKED L d FB/ PG DANIEL CARNAHAN CONSULTING ENGINEERS, INC. CONSULTING ENGINEERS LAND SURVEYORS LAND DEVELOPMENT CONSULTANTS 101 N. STATE ROAD 7 MAR GATE , FL. 33063 305 - 972-3959 INGRESS A -ND EGRESS EASEMENT SKETCH ATID LEGAL DESCRIPTION A POIa'ION OF SECTIOE 6, TO ISHIP 49 SOLM, RA'\?GE 41 EAST, BEING MOPE PAMCULARLY DESCRIBED AS M11MIS : M.-F,E 'LING AT 71E SCLMM?LST (SE) CORNER (TF SAID SrCTIM 6; THFyNCE N.0000644'1 . AL " THE EAST LEE OF SAID SECTICU. 6, A DISTANCE Cr 3386.87 FAT; TMICE S.89053'16"W., A DISTANCE Or 285.05 FEET TO 11111 POINT OF BEGINNrgG, SAID POrdl ALSO LYING CN A CITCLIAP CURVE TO THE RIGHT, HAVING AN INITIAL, TANGEW BF.F:RTNG OF N.85002'06"W.; TI1= KESTER- LY ALONG THE ARC OF SAID CURVE, ALSO BEING ME S(LMERLY LINE OF AN 80.00 FYXy1' RIGHT-01-- WAY EN-0-IN AS N.W. 7 7 th STREET, AS RECORDED IN O. R. BOOY. 6260, PACT; 622 CF 711E PUBLI C RDCCIRDS OF BROt API) COMM, FLORIDA, HAVIT•IG A CEN7TAL ANGI£ cr 03009' 34" , A RADIUS Or 1680.00 FEET, FOR AN ARC DISTANCE OF 92.64 TTJ-.T TO 'I11E NOR'D -AST (%,T,) 00PNER OF 71F PLAT Z7'I'IT'.F.D "TAM7RAC-Ll1T.JDMlILL M&FEGATION OF JEHCT,'AH'S WITNESSES" AS RT7L`ORDED I;: PLAT BOX 91, PACE 45 Cr THE PL'BLI C RECOR11; CF BRUTARD CCxJI 7I'Y , FIARI DA; THRICE S . 0000 6 ' 4 411 r . , ALC;W 'I41E EAST IffNEE OF SAID PLFiT AND ITS E}X'T 4SICN THEPEOr, A DISTANCE Or 372.52 FELL' 'm T111E, POI*rT CF CIIPVAJL'TE (aF A CIRCULAR CURVE TO 7I1I: Ll�'; THENCF SO111ERLY AII>K 711E ARC OF SAID CURVE, HAVING A CE"N'TPAL ANGLE or 11035'18", A RX)TUF OF 292.00 FEET, FORA APC DISTANCE CF 59.06 FEET TO T1iE POrr T OF REVERSE C1_T7.'A'IURE Or A CIRCULAR CURVE TO 7-TIE RIGHT; T1irCE SCLI THIM- Y ANXIG THE ARC OF SAID CljMTE HAVING A C><,MT AL ANCZI: Cl' 11035' 18" , A RADIUS OF 200.00 FEET, FOR ATr ARC DISTANCE OI 40.45 FEET TO THE POTN'T Or TA: =CY; MENCE S.00006'44"E. , A DISTANCE OF' 15.00 FEET TO T1i17 POINIT OF Q:RI'ATL'PF OF A CIPCL Q)T?vT TO THE RIGHT; THENCE SOL"THF,RL.Y NX lti'FSTET?I.Y ALONG THE ARC OF SASD CUMT, 11P-'T'4(= 7' C�'TRAL ANIGIE OF 80048'41", A RADIUS Or 63.00 F , , MR A") ARC DIGTMCF. OF 88.8C TTT,T TO T1Z P017NIT OF TFNKF�CY; 7111:73CE S. 80°41 ' 57"l%. , A DISTANCE Or 586.53 FEET TC} r. T'CT'T LYI'3C CN A CIF'QJLl\R Clj7,,'L TO TILT, Ld=, RAVINC AID INITIAL TA`rC',I✓-r Br.AFI1dG (T S.09018'03"E; . KE SCUM RELY AL NG T1TE ARC OF SPJ D Q: Pk.T , SKID C ; RVE ALSC Br=r- T11F: EASTEPJ i I,I' T Or n 106.00 MDT RIGHT-OF-I'My iCXVN AS N.W. 100th 11vyMEE (NOB HILL ROAD) AS RE%COPM) I". O.R. BOOK 4747, PPCS- , 184, OF T11E MMLI C FECORDS OF BRC�'ARD CYXJ'm , FLORI DA , N n:: INN, A: CE:J"IRAL ANGLE OF 02014'48", A }2ADIUS Or 2347.00 FEET, FOR A?: ARC DISTANCE OF 92.03 ='; T112K1: N1. 80041' 57"F. , A DISTANCE CIF 584.73 FIIT T) THE POR!-1 OF OTT-1VATURT: OF A Cl-a- �P lt;T?�.T. Tn 'ail-' IJ=; THL'NCE E'.A.STERTLY ?t:lD NOR"_'h`L:R Y 7:I17; - TiLC-'.' ARC OF ST•SD CUT.- E 1 T,,.- X; i Ci'.ITRAL A':CLE Or 80048' 41" , A RADIUS CIF' 155. 00 FTT'I , MR AN Fair DTS"Ar:CE OF 218.62 "_Q MIF POIN 7 OF TANGT.":tiCY; 7n-Z(X N. 00006' 44"W. , 1. DISTANCE OF 15.00 FI 'J 7Y` - J T'OI,.1 CC (Y lP.TU RE OF A CIMi LI',R C UM7E T() T M LEFT ; -11n T NORTHERLY I IC THT ARC OF S AI D a:,77E, HAVING A. M\TRAL ANGLE OF 11^"15' lb" , A RADTL'S OF 292.00 FLIT, 1-0P .%N7 ll,� DIS7'�N(T- Or 59.06 FEET TO THE POr,.7 Or RF, 77SE CUT?JATUPF Or A CIRCZJLAP. C0.'RVE it 711E RTC]'T; NOR' EERLY ALONG THE ARC OE' SAID QJP.�T, 117VING A C F--,7RAL A'KME OF 11035' 16', A 1'AF;TL:S OF 200.00 FELT, FOR AN ARC DISTANCE Or 40.45 TILT TO THE POI"TT OF TANGENQ'; =KE N. 00006' 44"PI. , A DISTA^'CT OF 361.78 FEiTr TO THE POI':T C P EEGIr:!,ITc. SAJD IA DS SITUATE, LYINIC AND BEINC: IN BR(-A%APJ) COUN-17Y, =PJDA, XNT COTS" ;JTl-JNC- 2.579 ACRrS , MOM OR LESS. SCALE. Ex��a+T A S111jIT 1 of 2 UPDATES ono/or REVISIONS DATE 8Y I CWD I HEREBY CERTIFY THAT THE ATTACHED SKETCH AND LEGAL DESCRIPTION AND OTHER PERTINENT DATA SHOWN HEREON. OF THE ABOVE DESCRIBED PROPERTY CONFORMS TO THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING w THE STATE OF FLORIDA AS ADOPTED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, BOARD Of LAND SURVEYORS. IN SEPTEMBER IRRI, AND THAT SAID SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND RELIEF, NOTEs Ii REPROOUCTIONS OF THIS SIIETCH ARE NOT VAL 10 UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 2 4 LANOS SHOWN HENEON WIRE NOT ABSTRACTED FOR EASEMENTS ANO/OR RIGHTS"OF' WAY OF RECORD :J DATA SHOWN HEREJN WAS COMPILED FROM OTHER INSTRUMENTS AND DOES NOT CONSTITUTE • FIELD SURVEY AS SUCH UANIEL L CARMAHAN REGISTERED LAND SURVETOR a boat STATE Of FLORIDA P7//ar n7 ^ L DATE 11 p 1117 1 I)RA,Wv I I••,rtr�T^ ..