Fort Walton Beach Ordinance — 2097--Brooks Bridge Parcels to FDOT — reading text

said Section 24;  run thence North along the said East line of said Woodruff lot to the said POINT OF BEGINNING on Brooks Street. All lying and being in Okaloosa County, Florida." LESS: Commence at a point on the North line of Section 24, Township 2 South, Range 24 West, lying North 89"04' 59" East at a distance of 3479. 17 feet of the northwest corner of said section; thence run South 00053' 13" West a distance of 856. 48 feet to a point on the South right of way of Brooks Street; thence South 89° 54' 21" West along said South right of way a distance of 50.00 feet to a concrete monument and the POINT OF BEGINNING ( said monument being the northwest corner of the commercial outparcel); thence South 00°53' 10" West a distance of 70.97 feet; thence South 89°06' 50" East a distance of 40.74 feet; thence South 00" 53' 10" West a distance of 18. 85 feet; thence South 89" 06' 50" East a distance of 59.20 feet; thence North 00°48' 29" East a distance of 91. 53 feet to the South right of way of Brooks Street; thence South 89054' 21" West along said South right of way a distance of 99. 83 feet to the POINT OF BEGINNING"... lying within the following described boundaries: Commence at a 4 inch by 4 inch concrete monument ("Gustin Cothern and Tucker Corp 350 PRM") marking the northeast corner of Section 24, Township 2 South, Range 24 West, Okaloosa County, Florida; thence North 87° 31' 11" West 2, 122.68 feet along the north line of said Section 24 to the centerline of survey of Perry Avenue as shown Florida Department of Transportation ( F. D. O. T.) Right of Way Map F. P. No. 4154742 (said map being on file at F. D.O.T. District 3 Office, Chipley, Florida); thence South 03° 25' 09" West 585. 70 feet along said centerline of survey of Perry Avenue to the centerline of construction of State Road 30 ( US 98) as shown on said Right of Way Map, said point being on a non -tangent curve to the right (concave southwesterly); thence from a tangent bearing of South 73" 11' 34" East, run southeasterly along said centerline of construction of State Road 30 ( US 98) and said curve having a radius of 1, 432. 40 feel, for a distance of 155. 27 feet, through a central angle of 06" 12'39" to a point of compound curve to the right ( concave southwesterly); thence southeasterly along said centerline of construction and said curve, having a radius of 2, 850.00 feet, for a distance of 247.38 feet, through a central angle of 04° 58'24" to end of curve; thence departing said centerline of construction, run South 27"59' 29" West 141. 91 feet to the POINT OF BEGINNING on the existing southerly right of way line of Brooks Street SE, as shown on said Right of Way Map; thence South 88° 27' 16" East 23.40 feet along said southerly right of way line of Brooks Street BE; thence North 80018'02" East 100. 56 feet along said southerly right of way line to the southerly right of way line of Slate Road 30 as shown on said Right of Way Map; thence South 64° 05'04" East 33. 77 feet along said southerly right of way line of State Road 30 and to a point on a non - tangent curve to the right (concave southwesterly); thence from a tangent bearing of South 51 ° 01' 08" East, southeasterly along said southerly right of way line and said curve having a radius of 1; 399. 40 feel, for a distance of 322. 36 feet, through a central angle of 13° 11' 54" to end of curve; thence departing said southerly right of way line of State Road 30, run North 58°05' 10" West 89. 05 feet to a point on a non -tangent curve to the right (concave northerly) thence from a tangent bearing of North 58" 10'02" West, run northwesterly along said curve, having a radius of 154.00 feet, for a distance of 16. 25 feet, through a central angle of 06°02' 39" to and of curve and a point on a non -tangent curve to the left ( concave southerly); thence from a tangent bearing of North 52"03'48" West, run northwesterly along said curve having a radius of 1, 008.32 feet, for a distance of 74.33 feet, through a central angle of 04° 13' 26" to end of curve; thence North 56" 16' 41" West 139. 98 feet to a point of non -tangent curve to the left ( concave southwesterly); thence from a tangent bearing of 56° 17'41" West, run northwesterly along said curve, having a radius of 276.67 feet, for a distance of 132. 97 feet, through a central angle of 27° 32' 09" to end of curve; thence North 06° 11' 11" East 6. 04 feet to POINT OF BEGINNING; Containing 209 square feet, more or less and being in Section 24, Township 2 South, Range 24 West, Okaloosa County, Florida.  TO HAVE AND TO HOLD the same together with the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said grantor, either in law or equity, to the said grantee forever. IN WITNESS WHEREOF, the said grantor has caused these presents to be executed in its name by its Mayor, and its seal to be hereto affixed, attested by its City Clerk, the date first above written. ATTEST; The City of Fort Walton Beach Clei STATE OF COUNTY 0 The foregoing instrument was acknowledged before me this4J_ day ofAA, te k 20Q.i.by nt, g1yn[arao q Mayor, who is personally known to me or who has produced _ V-1 4 as identification. I Notary Public in and fore County and State last afores id. My Commission Ex ires: o r Serial No., if any: Amie L. Nelson -Wolf NOTARY PUBLIC STATE OF FLORIDA Comm* GG355W Expires 7/ 1712023 04-QCD. 14- 06/ 93 November 27, 2019 This instrument prepared by, or underihe-1lirection of, Department of Transportation P. O. Box 607 Chipley, FL 32428 Legal description approved by. Wilson Dilmore Parcel 104. 4 Item/ Segment No. 4154742 Managing District 3 S. R. No. 30 ( US 98) County Okalooss CITY QUITCLAIM DEED THIS QUITCLAIM DEED, Made thisalay ofd 20 ;$ by the City of FORT WALTON BEACH, a municipality of the State of Florida, grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, whose address is Post Office Box 607, Chipley, Florida 32428, grantee: ( wherever used herein the terms "grantor" and " grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of organizations.) WITNESSETH: That the said grantor, for and in consideration of the sum of $1. 00 and other valuable considerations, receipt and sufficiency being hereby acknowledged, does hereby remise, release and quitclaim unto the said grantee forever, all right, title, interest, claim and demand, which said grantor has in and to the hereinafter described parcel of land arising out of that certain easement, between Paul E. Kachmar and City of Fort Walton Beach, dated September 91', 1977, recorded in Official Records Book 926, Page 208, of the Public Records of Okaloosa County, Florida, together with all other right, title, interest, claim and demand, If any, which the said grantor has in and to said parcel situate in the County of Okaloosa, Florida, viz: That part of: That tract of land, known as the Westernmost lot, named " F. H. White", according to plat of Greater Camp Walton, East Hill Addition on file with the Clerk of Circuit Court, Okaloosa County, Florida, better described as beginning at a point on the North line of Section 24, Township 2 South, Range 24 West, thence South to South side of Brooks Street to point of beginning of tract herein described; thence East along the South side of Brooks Street 300 feet; thence South to waters edge, low water mark, thence West 300 feet to line of "Woodruff lot"; thence North to Brooks Street and the point of beginning, except these certain lots heretofore sold and recorded in Deed Book 33, Page 450, Deed Book 30, Page 104, Deed Book 30, Page 462, all records of Okeloosa County, Florida:` lying within the following described boundaries: Commence at a 4 inch by 4 inch concrete monument ("Gustin Cothern and Tucker Corp 350 PRM") marking the northeast corner of Section 24, Township 2 South, Range 24 West, Okaloosa County, Florida; thence North 87' 31' 11" West 2, 122. 68 feet along the north line of said Section 24 to the centerline of survey of Perry Avenue as shown Florida Department of Transportation ( F. D.O.T.) Right of Way Map F.P. No. 4154742 ( said map being on file at F. D.O.T. District 3 Office, Chipley, Florida); thence South 03°25' 09" West 585.70 feet along said centerline of survey of Perry Avenue to the centerline of construction of State Road 30 ( US 98) as shown on said Right of Way Map, said point being on a non -tangent curve to the right (concave southwesterly); thence from a tangent bearing of South 73° 11' 34" East, run southeasterly along said centerline of construction of State Road 30 ( US 98) and said curve having a radius of 1, 432.40 feet, for a distance of 155. 27 feet, through a central angle of 06` 12' 39" to a point of compound curve to the right ( concave southwesterly); thence southeasterly along said centedine of construction and said curve, having a radius of 2, 850. 00 feet, for a distance of 247. 38 feet, through a central angle of 04" 58' 24" to end of curve; thence departing said centerline of construction, run South 27°59'29" West 141. 91 feel to the POINT OF BEGINNING on the existing southerly right of way line of Brooks Street SE, as shown on said Right of Way Map; thence South 88" 27' 16" East 23.40 feet along said southerly right of way line of Brooks Street SE; thence North 80" 18' 02" East 100. 56 feet along said southerly right of way line to the southerly right of way line of State Road 30 as shown on said Right of Way Map; thence South 64" 05'04" East 33.77 feet along said southerly right of way line of State Road 30 and to a point on a non - tangent curve to the right ( concave southwesterly); thence from a tangent bearing of South 51' 01' 08' East, southeasterly along said southerly right of way line and said curve having a radius of 1, 399.40 feel, for a distance of 322. 36 feet, through a central angle of 13" 11' 54" to end of curve; thence departing said southerly right of way line of State Road 30, run North 58"05' 10" West 89.05 feet to a point on a non -tangent curve to the right (concave northerly) thence from a tangent bearing of North 58" 10'02" West, run northwesterly along said curve, having a radius of 154. 00 feet, for a distance of 1625 feet, through a central angle of 06"02' 39" to end of curve and a point on a non -tangent curve to the left (concave southerly); thence from a tangent bearing of North 52° 03'48" West, run northwesterly along said curve having a