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Home My WebLink About1990 Hyatt, Nelson - Barber St. ExtensionReturn to: (enciose self- addressed stamped envelc Name Address: Thls Instrument Prepared by: Fred T. Gallagher, Esq. Address: P. 0. Box 1900 Vero Beach, Florida 3296: SPACE ABOVE THIS LINE fOR PROCESSING DATA phis 6uit -flaim Deed, Executed this NELSON C. HYATT first party, to RAMCO FORM 8 SPACE ABOVE THIS LINE FOR RECORDINO DATA 22ndday of May , A. D. 19 90 , by CITY OF SEBASTIAN, a Municipal Corporation of the State of Florida, whose posto f f ice address is P. 0. Box 780127, Sebastian, Florida 32978 second party: (Wherever used herein the terms "first party" and "second party" shall include singular and plural, heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, wherever the context so admits or requires.) U1itnesseth. That the said first party, for and in consideration of the sum of $10.00 , in hand paid by the said second party, the receipt whereof is hereby acknowledged, does hereby remise, re- lease and quit -claim unto the said second party forever, all the right, title, interest, claim and demand which the said first party has in and to the following described lot, piece or parcel of land, situate, lying and being in the County of Indian River State of Florida , to -wit: Legal Description as per that Sketch and Description attached hereto as Exhibits A and B. Subject to easements heretofore granted to Southern Bell, Indian River County and Florida Power & Light, and all other easements, restrictions and reservations of record. Grantor certifies that the property conveyed hereby is not his home- stead nor that of any member of his family, nor does he reside on any property contiguous thereto. To Haut and to Mold the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim what- soever of the said first party, either in law or equity, to the only proper use, benefit and behoof of the said second party forever. In fitness Uhereof, The said first party has signed and sealed these presents the day and year first above written. Signeesealed and delivered in presence of: ...... g ....................... el on C. Hyatt STATE OF FLZYRiHA-,— COUNTY OF INDIAN RIVER I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared NELSON C. HYATT to me known to be the person described in and who executed the foregoing instrument and he acknowledged before me that he executed the same. WITNESS my hand and official seal in the Cot, -d -St4te last aforesaid this 22nd day of ida May, A. D. 1990. l � Notary P blic, Stat of Flor at Large. ommission Expires: 12 -14 -92 .SThai9TJ'O/V .9YE/Yt%E A road right --of -way 80.00 -feet in width, with the North right -of -way line having a 35.00 foot* radius curve, concave Northwest to intersect the Westerly right -of -way of U.S. Highway #1, lying in and being a part of Sections 20 and 21, Township 31 South, Range 39 East, Indian River County, Florida, and being centered on the following described line: COMMENCING at. the Southwest corner of said Section 21; thence North 00 °02139" East along the West line of said Section 21, a distance of 1888.67 feet; thence.South 89 013121" East, a distance of 232.41 feet to the Westerly right -�of=way line of U.S. Highway #1; thence North 26 003152" West along said Westerly right -of -way line, a distance of 44.83 feet to the POINT OF BEGINNING of said centerline; thence North 89 °131.21" West along said centerline, a distance of 350.44 feet to the point of curvature of a curve concave to the.North, said curve having a radius of 70.00 feet, a central angle of 22 °03134 ", a chord bearing of North 78 011134" West; thence Westerly along the arc of said centerline curve,. a distance of.26.95 feet; thence North 67 009147" West, a distance of 76.59 feet, to the point of curvature of a curve concave to the South, said curve having a radius of 315.00 feet, a central angle of 22 00313411, a chord bearing of North 78 °11134" West; thence Westerly along the arc of said centerline curve, a distance of 121.28 feet; thence North 89 013121" West, a distance of 295.00 feet to the point of curvature of a curve concave to the South , said curve having a radius of 418.33 feet, a central angle-of 25 °37106" and a chord bearing of South 76 048151" West; thence Westerly along the arc of said centerline curve, a distance of 187.04 feet; thence South 64 000118" East along said centerline, a distance of 262.19 feet to the point of curvature of a curve concave to the Southeast, said curve having a radius of 340.00 feet, a central angle of 64 °13131" and a chord bearing of South 31053133" West; thence Southwesterly along the arc of said centerline curve, a distance of 381.13 feet; thence South 00 613113" East along said centerline, a distance of. 437.51 feet to the point of.curvature of a curve concave to the Northwest, said curve having a radius of 290.00 feet, a central angle of 68 000100" and a chord bearing of South 33 046.147" West; thence Southwesterly along the arc of said centerline curve, a distance of 344.18 feet; thence South 67 °46147" West along said centerline, a distance of 220.02 feet to the point of curvature of a curve concave to the Southwest,, said curve having a radius of 3568.37 feet, a central angle of 02 °14143" and a chord bearing of South 66 °39125" West; thence Westerly along the arc of said centerline curve, a distance of 139.84 feet; thence South 65 032104." West along said centerline, a distance of 666.05 feet to the point of curvature of a curve concave to the North, said curve having a radius of 516.87 feet, a central angle of 23 058155" and a chord bearing of South 77 031132" West; thence Westerly. along the arc of, said centerline curve, a distance of .216..34 feet; thence South 89 030159" West along said centerline, a distance of 70.00 feet to a point on the West line of the Southeast 4 of said Section 20, said point lying 384.50 feet North, as measured along .said West line, of the Southwest corner of the Southeast ; of said Section 20, said point being the point of termination of said centerline. Less and Excepting a 100.00 foot right -of -way for the Florida East Coast Railroad. I hereby certify that the sketch' and legal description shown hereon was completed. under my direction and supervision, and is true and correct to the beet of my kpowledge and belief and meets the minimum technical stardasds as not forth in rule 21HH -6 adopted by the Florida Board of IWO .&zVeyocs. Doted this LY. day of /li , 1990 -. KOUDA CFR?ItICATE ND, 3690 Sh�EET / OF 2 JOB iYo: 6'9- y87 ppyG zt //,5-77 -, 1 WEATHERINGTON LAND SURVEYORS 4075 VIRGINIA AVE. FT. PIERCE, FLORIDA 34981 (407) 461 -8084 (407) 878 -6378 EXHIBIT A � o � o- it 0�! 3s I I ' C-/ I I I. III I� I 1 IV40R 7-1V CO.Pii/E.Q K \l. ti /Dp 6 cp , h /Ao i� \ o ti oo /3 G!i.QvE � _ �d �O- i'J�Y•• Cif'= 1i. 7d' CGsQ!/E .do• Z CGtPvE tib. ,3 p r ?5.37'06 L = /W7 0 •s'' G'v.Pvs No. p O ' ell ell. eew. GU.Pv.F if/o. S Q a, 6B °00'00" 46 ''gyp r 3S6B, 37' �Cl/RYE /vo . 7 cH. r 2 /4o. 77' S. 00 °/3'/3'E' *t-7.7. -V-/ ' SEC. L /NE V —"'-,6 rioror°. OS' �- 410' T}'P \ \\ \\\ \ 1 I 1 S'9B�9ST /Ati f/ /G•'s�L.9�vos l/tiYT / % .IT4IETC.S/ Gt�'QESC•�P /�°T /Ort/ NOT . f S'l/.Q!/fy a�% i PREPARED BY: WEATHERINGTON LAND SURVEYORS - s//EET ,2 OF2 4075 VIRGINIA "E. FT. PIERCE, FLORIDA 34981 ,106 Na (40T) 461-8084 (40T)878-6378 EXHIBIT B