Loading...
DRS KIRAN AND PALLAVI PATEL FAMILY FOUNDATION INC (2)RETURN TO: Rob Brzak Engineering Department City of Clearwater P.O. Box 4748 Clearwater, FL 33756 Purchase Price: $137,000.00 Documentary Stamp Tax: $959.00 SPECIAL WARRANTY DEED THIS INDENTURE made and entered into this I day of fl1 t �rh 2018, by and between the CITY OF CLEARWATER, FLORIDA, a Municipal Corporation of the State of Florida, party of the first part, whose mailing address is 112 South Osceola Avenue, Clearwater, Florida 33756 (hereinafter referred to as the "Grantor") and DRS. KIRAN AND PALLAVI PATEL FAMILY FOUNDATION, INC., a non-profit corporation of the State of Florida, party of the second part, whose mailing address is 5600 Mariner Street, Suite 200, Tampa, Florida 33609 (hereinafter referred to as "Grantee"). WITNESSETH, that the party of the first part, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, to it in hand paid by said party of the second part, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold, conveyed and confirmed unto the party of the second part, and to its successors and assigns forever, all of the following piece, parcel, lot or tract of land, situate, lying and being in the County of Pinellas and State of Florida, and described more particularly as follows, to wit: See EXHIBIT "A" appended hereto and by this reference made a part hereof. TOGETHER WITH all and singular the tenements, hereditaments and appurtenances thereunto belonging or appertaining, and every right, title or interest, legal or equitable, of the said party of the first part in and to the same. The party of the first part hereby covenants with the party of the second part that the party of the first part is lawfully seized of the Property in fee simple; that party of the first part has good right and lawful authority to sell and convey the Property, and hereby warrants the title to the Property and defend the same against the claims of all persons arising by, through or under the party of the first part. TO HAVE AND TO HOLD, the same unto the said party of the second part, its heirs and assigns, to its own proper use, benefit and behoof forever. IN WITNESS WHEREOF, the said party of the first part has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. Countersigned: CketYkenCrlt t#t)f George N. Cretekos, Mayor Approved as to form /-1,1 Michael Fuino, Asst. City Attorney STATE OF FLORIDA : ss COUNTY OF PINELLAS CITY OF CLEARWATER, FLORIDA By: li/.c r -&L. . 8. -: William B. Horne, II, City Manager Attest:„ju24-Ltyttakj 0 Rosemarie Call, City BEFORE ME, the undersigned, personally appeared George N. Cretekos, the Mayor of the City of Clearwater, Florida, who executed the foregoing instrument and acknowledged the execution thereof to be his free act and deed for the use and purposes herein set forth, and who is personally known to me. WIT ► S my hand and offi ial seal this / day of /V:verb / Notary Public — State /of Florj, 'a Print/type name: %;ca / STATE OF FLORIDA COUNTY OF PINELLAS : ss 2018. BEFORE ME, the undersigned, personally appeared William B. Horne, II, the City Manager of the City of Clearwater, Florida, who executed the foregoing instrument and acknowledged the execution thereof to be his free act and deed for the use and purposes herein set forth, and who is personally known to me. WITNESS my hand and o, icial seal this 1St day of itJ O J YI la.e 2018. Notary Public — State Iorida Print/type name:.Sf.,,K7Ir °gu.t'tptltS Scott Burrows COMMISSION # OGa1179 EXPIRES: October 1. 2022 Bond.d lhru Aeon Notary J:\780\Dwgs\LS\780_LSO5B_RW.dwg — Apr 23, 2018 @ 9:57am — ]petenaude THIS IS NQT A SURVEY `HERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPER TY THAT MAY BE FOUND IN 1HE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. BEARINGS ARE ASSUMED Exhibit "A" LEGAL DESCRIPTION: A centerline of Right—of—Way lying within Government Lots 1 and 4, Sections 15 and 16, Township 29 South, Range 16 East, Pinellas County, Florida, being more particularly described as follows: COMMENCE at the intersection of the Southerly extension of the centerline of BAYSHORE BOULEVARD and the centerline of US ROUTE 60; thence Easterly along said centerline of US ROUTE 60, for 2,100 feet, more or less to the point of intersection with the centerline of DAMASCUS ROAD, same being the POINT OF BEGINNING; thence leaving said centerline of US ROUTE 60, Northerly, along said centerline of DAMASCUS ROAD, for 250 feet, more or less; thence Northeasterly, continuing along said centerline of DAMASCUS ROAD, for 910 feet, more or less to the POINT OF TERMINUS. Lying within the following described property The land referred to herein below is situated in the County of Pinellas, State of Florida, and is described as follows: A parcel of land located within Government Lot 1, Section 15, Township 29 South, Range 16 East and Government Lot 4, Section 16, Township 29 South, Range 16 East, and the North 1/2 of the Northeast 1/4 of said Section 16, Pinellas County, Florida, being more particularly described as follows: Commence at the Northeast corner of said Government Lot 4 for the Point of Beginning of this description; thence 58930,50"E along the Easterly projection of the North line of said Government Lot 4 for a distance of 524.51 feet to the Deep Water Channel of Tampa Bay thence departing said Easterly projection along said Channel the following two (2) courses: 1) thence S43'23'49"W for a distance of 763.40 feet; 2) thence 544'38'51"W for a aistance of 392.80 feet; thence departing said Channel S80'52'25"W for a distance of 345.42 feet to a point on a line that is 50.00 feet from (as measured at right angles to) and parallel with the Northerly right—of—way line of State Road 60 (also known as Gulf to Bay Boulevard, Courtney Campbell Causeway and Davis Causeway), a variable width right—of—way; thence along said parallel line S8235'34"W for a distance of 47.12 feet; thence departing said parallel line S89'45'39"W for o distance of 103.93 feet; thence S00'12'38"E for a distance of 13.08 feet to said parallel line; thence along said parallel line S82'35'34"W for a distance of 41.51 feet; thence departing said parallel line S69'47'22"W for a distance of 51.52 feet; thence 533.01'58"E for a distance of 6.47 feet to said parallel line; thence along said parallel line S82'35'34"W for a distance of 54,25 feet; thence deporting said parallel line N17'57'12"W for a distance of 1.90 feet; thence N08'41'14"E for a distance of 11.20 feet: thence 589'47'22"W for a distance of 5.31 feet; thence S24'52'04"W for a distance of 4.07 feet; thence S59'38'37"W for a distance of 21.04 feet; thence N83'06`54"W for a distance of 15.93 feet; thence S0324'39"W for a distance of 5.68 feet to said parallel line; thence along said parallel line S82'35'34"W for a distance of 93.56 feet; thence departing said parallel line N63'03'36"W for a distance of 4.61 feet; thence S34'48'54"W for a distance of 3.51 feet to said parallel line; thence along said parallel line S82'35'34"W for a distance of 48.30 feet; thence departing said parallel line N18'25'35"E for a distance of 17.60 feet; thence N66'10'36"W for a distance of 11.75 feet; thence NO7'24'44"E for a distance of 36.90 feet; thence N27'46'29"E NOTE: THE GEOMETRY SHOWN HEREON IS PER THAT CERTAIN SKETCH AS RECORDED IN OFFICIAL RECORDS BOOK 1936, PAGE 522, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: DAMASCUS ROAD RIGHT-OF-WAY SCALE: NONE DATE 7-17-2017 DRAWN: BGD CALCED: JTP CHECKED: JTP SEE SHEET 1 & 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR SKETCH AND ,LEGEND JOB No.: 2017-0026 EPN: 780 SECTION: 15 & 16 TOWNSHIP: 29 S RANGE: 16 E FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT. 3030 STARKEY. BOULEVARD, NEW PORT RICHEY, FLORIDA 34655 PHONE: (800) 532 - 1047 FAX: (727) 848 - 3648 WWW.FLDESIGN.COM L.B. N0.6707 AND NOT VAUt WIT 1- THE- • RIiGIN4t A. ED LIC NSCD-'SURF YOR HE`-StGKIATURE E.AL' OF, A FLORIDA ND= MAPPER. 1 Pty aN+ "SURVEYOR AND MAPPER ENAUDE L ° NSE NUMBER' PSM 6971 STATE OF. FLORIDA Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced withou ritten permission_ Sheet I of 3± J \780\Dwgs\LS\780_LSO5B_RW.dwy - Apr 23, 2018 0 9:5Bam - jpotenoude THIS IS NOT A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONSAFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. BEARINGS ARE ASSUMED Exhibit "A" LEGAL DESCRIPTION: (CONTINUED) for a distance of 34.57 feet; thence 122`06'03"E for a distance of 26.14 feet; thence S85'2749"E for a distance of 21.03 feet; thence N0022'32"W for a distance of 47.05 feet; thence N76'03'09"W for a distance of 10.17 feet; thence N09o14'50"W for a distance of 49.43 feet; thence N21'51'04"W for a distonce of 49,13 feet; thence N61'45'36"W for a distance of 15.55 feet; thence N39'4821"W for o distance of 36.76 feet; thence NO3'51'29"E fora distance of 38.04 feet; thence NO1'01'26"W for a distonce of 39.77 feet; thence N3914'16"W for a distance of 22.62 feet; thence NO2'01'50"E for a distance of 6.68 feet; thence N48'07'04"E for a distance of 21.83 feet; thence N23'43'08"W for a distance of 23.22 feet; thence 16013'20"E for a distance of 17.15 feet; thence N06o42'31"E for a distance of 10.05 feet; thence N41'29'06"W for a distance of 13.11 feet; thence N45'22'31"E for a distance of 25.74 feet; thence N6318'48"E for a distance of 23.82 feet; thence N53'55'07"E for a distance of 49.94 feet; thence N0016'34"W for a distance of 56.85 feet; thence N89'43'26"E for a distance of 180.68 feet; thence N0016'34"W for a distance of 107.99 feet; thence N89'43'26 "E for a distance of 17.99 feet; thence N00'56'49"W for a distance of 68.66 feet; thence N14'00'29"W for a distance of 71.74 feet; thence N1413'49"W for a distance of 31.35 feet; thence N25'04'24"W for a distance of 148.53 feet to a point of curvature; thence along said curve to the right having a radius of 25.00 feet, an arc length of 39.24 feet, a central angle of 89'56'13", a chord bearing of N19'53'43"E and a chord distance of 35.34 feet to a point of tangency; thence N64'51'49"E fora distonce of 43.89 feet; thence N55'02'03"E for a distonce of 61.06 feet; thence N6114'38"E for a distance of 52.20 feet; thence N63'49'38"E for a distance of 37.84 feet; thence N70'22'20"E for a distance of 92.52 feet; thence N68051'27"E for a distance of 104.70 feet to o point of curvature: thence along said curve to the right having a radius of 25.00 feet, an arc length of 37.46 feet, a central angle of 85'51'05", a chord bearing of S6813'01"E and a chord distance of 34.05 feet to point of tangency, thence S25.17'28"E for a distance of 63.57 feet; thence N36'18'39"E for a distance of 40.81 feet; thence N29'55'15"E for a distance of 19,77 feet; thence N66'58'31"E for a distance of 18.51 feet; thence S85'43'35"E for a distance of 27.81 feet; thence N71'55,13"E for a distance of 24.66 feet; thence 152'06'00"E for a distance of 30,63 feet thence S89'49'20"E for a distance of 204.74 feet; thence N6213'50"E for a distance of 9.09 feet; thence 121'46'43"E for a distance of 26.32 feet; thence N34'38'33,"W for a distance of 28.03 feet; thence N40o45'36"W for a distance of 36.60 feet; thence 585'40,57"W for a distonce of 47.45 feet; thence N42'47'16"W for a distance of 17.54 feet; thence N2120'23"E for a distance of 11.80 feet; thence N89'08'03"E for a distance of 23.76 feet; thence N47'26 36'E for a distance of 9.50 feet; thence N0622'13"E for a distance of 27.47 feet; thence N78'25'27"E for a distance of 22.62 feet; thence N46'51'13"E for a distance of 14.18 feet; thence S49.55'47"E for a distance of 20.43 feet; thence S23'46'33"E for a distance of 25.83 feet; thence N71'05'46"E for a distance of 56.43 feet; thence 538'52'30"E for a distance of 9.36 feet; thence S67'05'16"E for a distance of 24.28 feet; thence N33'07'17"E for a distance of 24.29 feet; thence 869'05'02"E for a distance of 28.70 feet; thence S24'08'40"E for a distance of 30.96 feet; thence 52016'44"E for a distance of 8.64 feet; thence S87'50'35"W for a distance of 11.51 feet; thence 526'48'43"W for a distance of 19.46 feet; thence 523'25'49"W for a distance of 19.13 feet; thence S11'23 43 E for a distance of 24.18 feet; thence N49'11'46"E for a distance of 17.83 feet; thence N82'59'36"E for a distance of 34.97 feet to the East line of said Section 16, Township 29 South, Range 16 East; thence S00'00'00"W along said Section line for a distance of 279.89 feet to the Northeast corner of said Government Lot 4 and the aforementioned Point of Beginning of this description. NOTE: THE GEOMETRY SHOWN HEREON IS PER THAT CERTAIN SKETCH AS RECORDED IN OFFICIAL RECORDS BOOK 1936, PAGE 522, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: DAMASCUS ROAD RIGHT-OF-WAY SCALE: NONE DATE: 7-17-2017 DRAWN: BGD CALCED: JTP CHECKED: JTP SEE SHEET 1 & 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR SXETCH AND ;LEGEND JOB No.: 2017-0026 EPN: 780 SECTION: 15 & 16 TOWNSHIP: 29 $ RANGE: 16 E FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT,---- 3030 STARKEY BOULEVARD,NEW PORT RICHEY, FLORIDA 34655 PHONE' (800)532. 1047 FAX: (727) 848 - 3648 WWW,FLDESIGN.COM L.B. 10,6707 VAL1D.'�JtTHOi1T TH :SIGNATURE AND E OFt I( L 'MED SEAL OF`;A FLORIDA IGEN ED S *VEYORMAPPER. ED'ATENAUDE PROF •SINAL RVEYOR AND MAPPER IGENSE NUMBER PSM 6971 STATE OF FLORIDA ©Copyright 2018 Florida Design Consultonts, Inc. Drawings and concepts may not be used or reproduced without written permission, Sheet 2 of 3_ \780\Dwgs\LS\78G_LS05B_RW.dwg — Apr 23, 2018 0 9:58om — jpatenaude THIS IS Nal A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFT OF A TITLE COMMITMENT. BEARINGS ARE ASSUMED THE SLY EXT OF NE C/L OF BAYSHORE BLVD BAYSHORE BLVD POC 0 200 400 1" = 400' NE INTERSECTION OF THE S'LY EXT OF THE C/L OF BAYSHORE BLVD AND THE C/L OF US ROUTE 60 LEGEND: C/L = CENTERLINE E'LY = EASTERLY EXT = EXTENSION N'LY = NORTHERLY NE'LY = NORTHEASTERLY P08 = POINT OF BEGINNING POC = POINT OF COMMENCEMENT POT = POINT OF TERMINUS R/W = RIGHT—OF—WAY S'LY = SOUTHERLY THE C/L OF US ROUTE 60 ELY 2.100'± uS ROU1E 50 Exhibit "A" GOVERNMENT LOT 4 POT GOVERNMENT LOT 1 Z 11 - POB THE INTERSECTION OF NE C/L OF DAMASCUS RD AND THE C/L OF US ROUTE 60 NOTE: THE GEOMETRY SHOWN HEREON IS PER THAT CERTAIN SKETCH AS RECORDED IN OFFICIAL RECORDS BOOK 1936, PAGE 527, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR' CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: DAMASCUS ROAD RIGHT—OF—WAY SCALE: 1"400' DATE: 7-17-2017 DRAWN: BGD CALCED: JTP CHECKED: JTP SEE SHEET 1 & 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR .SKETCH -AND, LEGEND JOB No.: 2017-0026 EPN: 760 SECTION: 15 a 16 TOWNSHIP: 29 S RANGE: 16 E FLORIDA DESIGN CONSULTANTS, INC. -- THINK IT. ACHIEVE IT, - 3030 STARKEY BOULEVARD. NEW PORT RICHEY. FLORIDA 34855 PRONE: (800) 532 - 1047 FAX: (727) 848 - 3645 WWW.FLDESIGN.COM L.B. NO 6707 NOT AND TRE LI F fGIAtA -RA I,SED ` 1*SEb URV YOR AN f :SgNATURE L Of. A FLORIDA AFPER. PROFESS T. "ATIsNAUDE SUR,VE.YOR, AND MAPPER NS NUMBER PSM 6971 STATE OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and conceptsmay not be used or reproduced ithout ritten perrnission. Sheet 3 of 3