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9130-18
KEN BURKE, CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL INST# 2018172376 05/31/2018 11:44 AM OFF REC BK: 20070 PG: 2558-2580 DocType:GOV RECORDING: $197.00 ORDINANCE NO. 9130-18 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING PUBLIC RIGHT-OF-WAY OF DAMASCUS ROAD, FORMERLY KNOWN AS BOSTROM ROAD, CLEARWATER, FLORIDA, ACQUIRED BY THE CITY OF CLEARWATER, FLORIDA PER RESOLUTION NO. 64-90 OF THE CITY OF CLEARWATER, FLORIDA, AS RECORDED IN OFFICIAL RECORDS BOOK 1936, PAGE 522 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, AFFECTED BY THE NAME CHANGE IN RESOLUTION NO. 80-29 OF THE CITY OF CLEARWATER, FLORIDA, AS RECORDED IN OFFICIAL RECORDS BOOK 5043, PAGE 479 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND VACATING AN INGRESS AND EGRESS EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 9551, PAGE 1433 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, Drs. Kiran Patel & Pallavi Family Foundation, Inc. ("Property Owner"), the owner in fee title of real property abutting the right-of-way described and depicted in Exhibit "A" (attached hereto and incorporated herein), and upon which that certain Ingress and Egress Easement lies, as described and depicted in Exhibit "B" (attached hereto and incorporated herein), has requested that the City vacate said right-of-way and Ingress and Egress Easement; and WHEREAS, after proper public notice and public hearing thereon, the City Council of the City of Clearwater, Florida finds that said right-of-way and easement are not necessary for municipal use and it is deemed to be in the best interest of the City and the general public that the same be vacated; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following: The right-of-way described as follows: See Exhibit "A" [GM17-1420-212/217955/2] GM17-1420-212/217955/2 1 Ord. No. 9130-18 and the easement described as follows: See Exhibit "B" are hereby vacated, closed and released, and the City of Clearwater releases all of its right, title and interest thereto, contingent upon, and subject to, the following conditions precedent: 1. The Property Owner will grant to the City of Clearwater, Florida, ("City") and Pinellas County, Florida ("County") an easement for ingress and egress access over a new access road connecting to that certain property to the North of Property Owner's parcel which is co -owned by the City and the County, and which will be a minimum of 24' in width and meet or exceed the City of Clearwater's Construction Standards Index No. 102 and the 700 Series of Section IV of the City of Clearwater's Construction Contract Specifications which are incorporated herein by reference and may be located at the myclearwater.com, Engineering Department page. This vacation ordinance shall be null and void if this condition is not met July 1,2019. 2. The Property Owner will grant to the City of Clearwater, Florida, a general blanket utility easement over, under and across the real property described in Exhibit "C", (attached hereto and incorporated herein) for the installation and maintenance of any and all utilities therein by the city of Clearwater. 3. The Property Owner shall grant individual easements to Duke Energy Florida, Inc. (doing business as "Duke Energy"), Bright House Networks, LLC, Verizon Florida, Inc. and Knology of Central Florida (doing business as WOW!), as may be requested by said providers and the location and terms of which are acceptable to the respective utility providers. This vacation ordinance shall be null and void if this condition is not met within forty-five (45) calendar days from the adoption of this ordinance. 4. Property Owner shall grant the City of Clearwater, Florida and Pinellas County, Florida a Blanket Temporary Ingress Egress Access Easement connecting to that certain property to the North of Property Owner's parcel which is co -owned by the City and the County, for ingress and egress access during construction, until such time as the permanent ingress egress access easement contemplated in section 1 above is granted and accepted. 5. The vacation as contemplated hereunder by the City of Clearwater as to the City of Clearwater's interest as conveyed in that certain Easement Deed as recorded in Official Records Book 9551, Page 1433 of the Public [GM17-1420-212/217955/2] GM17-1420-212/217955/2 2 Ord. No. 9130-18 Records of Pinellas County, Florida, in no way affects the interest conveyed to Pinellas County, Florida in the same instrument. 6. The declaration as surplus of the City -owned portions of real property described in Exhibit "D" (attached hereto and incorporated herein) by the Clearwater City Council in accordance with the City of Clearwater Code of Ordinances and City policies and procedures; and 7 Clearwater City Council approval of that certain Contact for the Purchase and Sale of Real Property as set forth in its entirety in Exhibit "E" (attached hereto and incorporated herein) and the closing on, and conveyance of, the property as described therein. Section 2. The City Clerk shall record this ordinance in the Public Records of Pinellas County, Florida, following adoption. Section 3. This ordinance shall take effect immediately upon adoption. Approved as to form: 'tom J Laura Lipowski Mahony Assistant City Attorney PASSED ON FIRST READING MAY:032018 PASSED ON SECOND AND FINAL READING AND ADOPTED MAY 1 7 2018 George N. Cretekos Mayor Attest: N.:, -e=rr: Rosemarie Call City Clerk [GM17-1420-212/217955/2] GM17-1420-212/217955/2 3 Ord. No. 9130-18 J: \780\0wgs\LS\780JS05 RW.dwg — Jul 17, 2017 IS 2: 48pm — bdrinkwater THIS IS Ma A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT 1 t+ 'I A MAY BE FOUND IN THE PUBLIC RECOROS OF THIS COUNTY. Exhibit THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A e T1 TLE COMMITMENT. BEARINGS ARE ASSUMED LEGAL DESCRIPTION: A centerline of Right—of—Way Tying 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 Govemment Lot 4 for the Point of Beginning of this description; thence S89'30,50"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 S4323'49"W for a distance of 763.40 feet; 2) thence S44'38'51 "W for a distance 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 S82'35'34"W for a distance of 47.12 feet; thence departing said parallel line S89'45'39"W for a distance of 103.93 feet; thence S00'12'38"E for a distance of 13.08 feet to said parallel Zine; thence along said parallel line S82'35'34"W for a distance of 41.51 feet; thence departing said parallel line S89'47'22"W for a distance of 51.52 feet; thence S33'01'58"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 departing 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 S03'24'39"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 o 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 N1825'35"E for o distance of 17.60 feet; thence N6610'36"W for a distance of 11.75 feet; thence N07'24'44"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 VACATION SCALE: NONE DATE 7-17-2017 DRAWN: BGD CALLED: 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 s 16 TONNSHP: 29 S RANGE: 16 E NOT OLID WITHOUT THE SIGNATURE AND l HE Q IGItyAL RAISED SEAL OF A FLORIDA LIC SE SUA RA Y D SEMAPPER. }Ji 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 .FLOESIGN.COM L.B. NO.6707 JA ED/'T. PATENAUDE PROFE SIQNAL SURVEYOR AND MAPPER LC NSE NUMBER PSM 6971 STATE OF FLORIDA ®Copyright 2017 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet I of 3 J: \780\Dwgs\LS\780JS05_RW.dwg - Jul 17, 2017 0 2: 48pm - bdrinkwater THIS IS NQI A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A Exhibit tt AIt TITLE COMMITMENT. BEARINGS ARE ASSUMED LEGAL DESCRIPTION: (CONTINUED) for a distance of 34.57 feet; thence N22'06'03"E for a distance of 26.14 feet; thence S85'27'49"E for a distance of 21.03 feet; thence N00'22'32"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 distance of 49.13 feet; thence N61'45'36"W for a distance of 15.55 feet; thence N39'48'21"W for a distance of 36.76 feet; thence NO3'51'29"E for a distance of 38.04 feet; thence N01'01'26"W for a distance 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 N6013'20"E for a distance of 17.15 feet; thence N06o42'31"E for a distance of 10.05 feet; thence N4129'06"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 N6451'49"E for a distance of 43.89 feet; thence N55'02'03"E for a distance 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 a 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 S2517'28"E for a distance of 63.57 feet; thence N3618'39"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 N52'06'00"E for a distance of 30.63 feet; thence S89'49'20"E for a distonce of 204.74 feet; thence N6213'50"E for a distance of 9.09 feet; thence N21'46'43"E for a distance of 26.32 feet; thence N34'38'33,"W for o distance of 28.03 feet; thence N40o45'36"W for a distance of 36.60 feet; thence S85'40,57"W for a distance of 47.45 feet; thence N42'47'16"W for a distance of 17.54 feet; thence N21'20'23"E for a distance of 11.80 feet; thence N89 08'03"E for a distance of 23.76 feet; thence N4726'36"E for a distance of 9.50 feet; thence N06'22'13"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 S38'52'30"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 S69'05'02"E for a distance of 28.70 feet; thence S24'08'40"E for a distance of 30.96 feet; thence S2016'44"E for a distance of 8.64 feet; thence S87'50'35"W for a distance of 11.51 feet; thence S26'48'43"W for a distance of 19.46 feet; thence S23'25'49"W for a distance of 19.13 feet; thence 511'23'43"E for a distance of 24.18 feet; thence N4911'46"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 800K 1936, PACE 522, OF THE PUBUC 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 VACATION 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 .108 No.: 2017-0026 EPN: 780 SECTION: 15 S 16 TOWNSHIP: 29 S RANGE: 16 E NOT AND THE LIC /ALIO WITH UT THE SIGNATURE RIGINAL R4kI ED SEAL OF A FLORIDA NSF) SUR/VIYOR Af)ID MAPPER. �T! 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. 140.6707 PROFE L J44RED > ATENAUDE SPINAL SURVEYOR AND MAPPER NSE NUMBER PSM 6971 STATE OF FLORIDA ©Copyright 2017 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 2 of 3 J: \780\Dwgs\LS\780_LS05_RW.dwg — Jul 17, 2017 0 2:48pm — bdrinkwater THERE MAY THIS TITLE BEARINGS 9 m co IXIX 6 WOZ// -J N W X THIS IS MQI A SURVEY MAY BE ADDITIONAL RESTRICTIONS AFFECTING BE FOUND IN THE PUBUC RECORDS OF THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED COMMITMENT. ARE ASSUMED N 0 200 400 MEM� QS J � n — 400' CO in C° THE C/L THIS PROPERTY COUNTY. WITHOUT LEGEND: THAT THE BENEFIT OF OF BEGINNING OF COMMENCEMENT OF TERMINUS US ROUIE AS RECORDED IN SURVEY. A Exhibit 'IA11 C/L = CENTERLINE E'LY = EASTERLY EXT = EXTENSION N'LY = NORTHERLY NE'LY = NORTHEASTERLY P08 = POINT POC = POINT POT - POINT R/W = RIGHT—OF—WAY S'LY = SOUTHERLY OF US ROUTE 60 2,100'f CERTAIN SKETCH ACCURATE FIELD BOUNDARY GOVERNMENT LOT 4 'fa 4yP (1'4;,W / 2 0) I N :21 W� 1 VI POB 60 THE INTERSECTION OF THE C/L OF DAMASCUS RD AND THE C/L OF US ROUTE 60 OFFICIAL RECORDS BOOK 1936, PAGE 522, OF THE PUBUC POT GOVERNMENT W fa I Na. tf11- {6 N RECORDS OF 1 E'LY l I7�` THE INTERSECTION OF THE S'LY EXT OF THE C/L OF BAYSHORE BLVD AND THE C/L OF US ROUTE 60 NOTE: THE GEOMETRY SHOWN HEREON IS PER THAT PINELLAS COUNTY, FLORIDA, AND IS SUBJECT TO AN PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: DAMASCUS ROAD RIGHT-OF-WAY VACATION SCALE: I��=400 _ DATE 7-17-2017 DRAWN: BGD CALLED: 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 8 16 TOWNSHP: 29 S RANGE: 16 E NOT VALIO WITHOUT THE SIGNATURE AND THE RIG!NAL RAISED SEAL OFA FLORIDA LI NSEQ SURVEYORAND MAPPER. r FLORIDA DESIGN CONSULTANTS,INC. THINK IT. ACHIEVE IT. 3030 STARKEY BOULEVARD, NEW PORT RICHEV. FLORIDA 34655 PHONE: (800) 532 - 1047 FAX (727) 848 - 3648 WWW.FLDESIGN.COM L.B. NO.6707 J �tED T. PATENAUDE PROFESyO�IAL SURVEYOR AND MAPPER L ESE NUMBER PSM 6971 STATE OF FLORIDA ®Copyright 2017 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 3 of 3 J: \780\Dwgs\LS\780_LS1AJE.dwg - Apr 23, 2018 a 9:43am - jpotenaude THIS IS NE A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT h + MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. EXhibit "1JR THIS LEGAL DESCRIPTION AND SKEICH WAS PREPARED WITHOUT THE BENEFIT OF A " TITLE COMMITMENT. BEARINGS ARE BASED UPON: SEE LEGAL DESCRIPTION AND SKETCH LEGAL DESCRIPTION: (ORB 9551, PG 1433) Commence at the Northeast corner of Government Lot 4, in Section 16, Township 29 South, Range 16 East, as recorded in the Public Records of Pinellas County, Florida; thence S89'30'14"E, 89.52 feet, to the Point of Beginning #1; thence continue S89'30'14"E, 26.96 feet; thence 52229'30"W, 146.78 feet; thence along the arc of a curve to the right, radius 25.00 feet , arc length 10.20 feet, chord 10.13 feet, chord bearing S3410'34"W, delta 23'22'41"; thence along the arc of a curve to the left, radius 358.03 feet, arc length 104.93 feet, chord 104.56 feet, chord bearing 53727'51"W, delta 16'47'32"; thence along the arc of a curve to the right, radius 149.92 feet, arc length 93.98 feet, chord 92.45 feet, chord bearing S47'01'34"W, delta 35'54'58"; thence along the arc of a curve to the left, radius 80.00 feet, arc length 30.88 feet, chord 30.69 feet, chord bearing S53'55'32"W, delta 22'07'01"; thence S42'52'02"W, 52.85 feet; thence S40'46'20"W, 70.73 feet; thence S38'45'18"W, 42.99 feet; thence S35'03'32"W. 122.25 feet, to Point "A" for future reference: thence S43'23'49"W, 28.74 feet; thence S41'29'04"W, 453.31 feet, to a point on the North right-of-way line of State Road 60 and a property corner of Clearwater Christian College (per deed and City of Clearwater Utility Maps); thence S82'38'52"W, 37,98 feet, along said North right of way line; thence N41'29'04"E, 449.16 feet; thence along the arc of a curve to the left, radius 30.00 feet, arc length 41.41 feet, chord 38.20 feet, chord bearing N01'56'26"E, delta 79'05'16"; thence N37'36'12"W, 70.15 feet; thence along the arc of a curve to the left, radius 306.72 feet, arc length 57.52 feet, chord 57.44 chord bearing N42'58'33"W, delta 10'44'42"; thence N36'51'43"E, 118.06 feet; thence along the arc of a curve to the left, radius 40.00 feet, arc length 25.28 feet, chord 24.86 feet, chord bearing N18'45'17"E, delta 36'12'52"; thence N00'38'51"E, 49.52 feet; thence along the arc of a curve to the right, radius 50.00 feet, arc length 19.71 feet, chord 19.59 feet, chord bearing N11'56'36"E, delta 22'35'29"; thence N23'14'21"E, 71.30 feet, thence along the arc of a curve to the right radius 80.00 feet, arc length 108.13 feet, chord 100.09 feet, chord bearing N61'57'43" E, delta 77'26'45"; thence along the arc of a curve to the left, radius 160.74 feet, arc length 95.71 feet, chord 94.30 feet, chord bearing N83'37'38"E, delta 34'06'54"; thence N66'34'12"E, 41.05 feet, thence along the arc of a curve to the right, radius 71.00 feet, arc length 80.58 feet, chord 76.33 feet, chord bearing S80'54'55"E, delta 65'01'46"; thence along the arc of a curve to the left, radius 40.00 feet, arc length 76.17 feet, chord 65.17 feet, chord bearing N77'02'44"E, delta 109'06'27"; thence N22'29'30"E, 106.81 feet to P06 #1. Less and except the following described tract: Commence at the above described Point "A"; thence N43'14'37"W, 15.32 feet, to the Point of Beginning #2; thence along, the arc of a curve to the right, radius 11.13 feet, arc length 20.85 feet, chord 17.93 feet, chord bearing S88'43'40"W, delta 107'20'15"; thence N37'36'12"W, 87.59 feet; thence along the arc of a curve to the left, radius 331.72 feet, arc length 42.31 feet, chord 42.28 feet, chord bearing N4115'27"W, delta 718'29"; thence along the arc of a curve to the right, radius 8.00 feet, arc length 11.42 feet, chord 10.47 feet, chord bearing N04'01'29" W, delta 81'46'24"; thence N36'51'43"E, 87.49 feet; thence along the arc of a curve to the left, radius 55.00 feet, arc length 34.76 feet, chord 34.19 feet, chord bearing N18'45'17"E, delta 36'12'52"; thence N00'38'51" E, 49.52 feet; thence along the arc of a curve to the right, radius 35.00 feet, arc length 13.80 feet, chord 13.71 feet, chord bearing N11'56'36" E, delta 22'35'29"; thence N23'14'21"E, 71.30 feet; thence along the arc of a curve to the right, radius 65.00 feet; arc length 87.86 feet, chord 81.32 feet, chord bearing N61'57'43"E, delta 77'26'45"; thence along the arc of a curve to the left, radius 175.74 feet, arc length 104.64, chord 103.10 feet, chord bearing N83'37'38"E, delta 34'06'54"; thence N66'34'12"E, 41.05 feet; thence along the arc of a curve to the right radius 56.00 feet, arc length NOTE: THE LEGAL DESCRIPTION AND GEOMETRY SHOWN HEREON IS THAT CERTAIN DESCRIPTION AS RECORDED IN OFFICIAL RECORDS 800K 9551, PAGE 1433. OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA THEREIN REFERENCED AS EXHIBIT "A" AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.. PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: INGRESS/EGRESS EASEMENT VACATION SCALE: NONE DATE: 7-10-2017 DRAWN: CRF CALCED: , JTP CHECKED: JTP SEE SHEETS 1-3 FOR LEGAL DESCRIPTION AND TABLES SEE SHEET 4 FOR LEGEND do SKETCH JOB No.: 2017-0026 EPN: 780 SECTION: 15 a 16 TOWNSHIP: 29 S RANGE 16 E AND T=V EC' ,IN 0' GINA"AISE !�E•�D @- THOUT THt 'SIGNATURE "EAI:„ OF A FLORIDA 'VEY�` AND MAPPER. 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. NO.6707 PR 'AR; 10 PATENAUDE F; I•NA •i'SURNICY.014 AND MAPPER CENSE ..NUMBER PSM 6971 STATE OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet I of 4 J:\780\Dwgs\LS\780J.S1A—IE.dwg — Apr 23, 2018 0 9:43am — patenaude THIS IS NU 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 WTHOUT THE BENEFIT OF A TITLE COMMITMENT. BEARINGS ARE BASED UPON: SEE LEGAL DESCRIPTION AND SKETCH LEGAL DESCRIPTION: (ORB 9551, PG 1433) Exhibit "B" 119.42 feet, chord 98.04 feet, chord bearing S52'20'19"E, delta 12210'59"; thence along the arc of a curve to the right, radius 134.92 feet, arc length 132.41 feet, chord 127.16 feet, chord bearing S36'52'07"W, delta 5613'53"; thence along the arc of a curve to the left, radius 95.00 feet, arc length 36.67 feet, chord 36.44 feet, chord bearing S53'55'32"W, delta 22'07'01"; thence S42'52'02"W, 53.13 feet; thence S40'46'20"W, 71.27 feet; thence S38'45'18"W, 43.74 feet; thence S35'03'32"W, 119.63 feet to POB #2. LINE TABLE LINE BEARING LENGTH L1 S89'30'14"E 26.96' L2 S22'29'30"W 146.78' L3 S42'52'02"W 52.85' L4 S40'46'20"W 70.73' L5 S38'45'18"W 42.99' L6 S35'03'32"W 122.25' L7 S43'23'49"W 28.74' L8 S41'29'04"W 453.31' L9 S8238'52"W 37.98' L10 N41'29'04"E 449.16' L11 N37'36'12"W 70.15' L12 N36'51'43"E 118.06' L13 N00'38'51 "E 49.52' L14 N23'14'21 "E 71.30' L15 N66'34'12"E 41.05' UNE TABLE LINE BEARING LENGTH L16 N22'29'30"E 106.81' L17 N43'14'37"W 15.32' L18 N37'36'12"W 87.59' L19 N36'51'43"E 87.49' L20 N00'38'51 "E 49.52' L21 N23'14'21"E 71.30' L22 N66'34'12"E 41.05' L23 S42'52'02"W 53.13' L24 S40'46'20"W 71.27' L25 S38'45'18"W 43.74' L26 S35'03'32"W 119.63' NOTE: 1HE LEGAL DESCRIPTION AND GEOMETRY SHOWN HEREON IS THAT CERTAIN DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 9551, PAGE 1433, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORI0A THEREIN REFERENCED AS EXHIBIT "A" AND I5 SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.. PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: INGRESS/EGRESS EASEMENT VACATION SCALE: NONE DATE: 7-10-2017 DRAWN: CRF CAL(:ED: JTP CHECKED: JTP SEE SHEETS 1-3 FOR LEGAL DESCRIPTION AND TABLES SEE SHEET 4 FOR LEGEND & SKETCH JOB No.: 2017-0026 EPN: 780 SECTION: 15 8 16 TOWNSHP: 29 S RANGE: 16 E FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT. 3030 STARKEY BOULEVARD. NEW PORT R!CHEY. FLORIDA 34655 PHONE: (800) 532 - 1047 FAX: (727) 848 - 3648 WWW.FLDESIGN.COM L.B. NO.6707 NOT IDWITHOUT THE. SIGNATURE AND THE • ' HNA RAISED L OF A FLORIDA LIC D ' RVY4•r/A r MAPPER. J ► PATENAUDE PROFE'SIO +A SURVEYOR AND MAPPER LICE SE NUMBER PSM 6971 STATE OF FLORIDA )Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 2 of 4 J \/80\Dwgs\LS\780_LS1A_IE.dwg - Apr 23, 2018 0 9:44am - jpotenoude THIS IS NE A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY 3E FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. BEARINGS ARE BASED UPON: SEE LEGAL DESCRIPTION AND SKETCH CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA C1 25.00' 10.20' 10.13' S34'10'34"W 23'22'41" C2 358.03' 104.93' 104.56' S37'27'51 "W 16'47'32" C3 149.92' 93.98' 92.45' S47131'34"W 35'54'58" C4 80.00' 30.88' 30.69' S53'55'32"W 22'07'01" C5 30.00' 41.41' 38.20' N01'56'26"E 79'05'16" C6 306.72' 57.52' 57.44' N42'58'33"W 10'44'42" C7 40.00' 25.28' 24.86' N18'45'17"E 36'12'52" C8 50.00' 19.71' 19.59' N11'56'36"E 22'35'29" C9 80.00' 108.13' 100.09' N61'57'43"E 77'26'45" C10 160.74' 95.71' 94.30' N83'37'38"E 34'06'54" C11 71.00' 80.58' 76.33' S80'54'55"E 65'01'46" Exhibit "B" CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA C12 40.00' 76.17' 65.17' N77'02'44"E 109'06'27" C13 11.13' 20.85' 17.93' 588'43'40"W 107'20'15" C14 331.72' 42.31' 42.28' N4115'27"W 7'18'29" C15 8.00' 11.42' 10.47' N04'01'29"W 81'46'24" C16 55.00' 34.76' 34.19' N18'45'17"E 36'12'52" C17 35.00' 13.80' 13.71' N11'56'36"E 22'35'29" C18 65.00' 87.86' 81.32' N61'57'43"E 77'26'45" C19 175.74' 104.64' 103.10' N83'37'38"E 34'06'54" C20 56.00' 119.42' 98.04' S52'2019"E 12210'59" C21 134.92' 132.41' 127.16' S36'52'07"W 5613'53" C22 95.00' 36.67' 36.44' S53'55'32"W 22'07'01" NOTE: THE LEGAL DESCRIPTION AND GEOMETRY SHOWN HEREON IS THAT CERTAIN DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 9551, PAGE 1433, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THEREIN REFERENCED AS EXHIBIT "A" AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.. PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: INGRESS/EGRESS EASEMENT VACATION SCALE: NONE DATE: 7-10-2017 J08 No.: 2017-0026 EPN: 780 DRAWN: CRF SECTION: 15 8 16 CALCED: JTP TOWNSHIP: 29 S CHECKED: JTP RANGE: 16 E SEE SHEETS 1-3 FOR LEGAL DESCRIPTION AND TABLES SEE SHEET 4 FOR LEGEND & SKETCH 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. NO.8707 NOT AND THE LIC PROFESS LIC LID - ITHOUT T ` SIGNATURE IGINRAM ' EAL OF A FLORIDA SED -URV 0 AN( UPPER. T., _PATEN'&UDE A SURVEYOR AND MAPPER SE NUMBER PSM 6971 STATE OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 3 of 4 J:\780\Dwgs\LS\780_LS1A_IE.dwg — Apr 23, 2018 0 10:19am — jpatenaude THIS IS N.Q] A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING IRIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. BEARINGS ARE BASED UPON: SEE LEGAL DESCRIPTION AND SKETCH 0 100 200 1"=200' LEGEND: C8 L13 C7 Ory v C5 COR = CORNER GOV'T = GOVERNMENT ORB = OFFICIAL RECORDS BOOK PG = PAGE POB = POIN1 OF BEGINNING �4 POC = POINT OF COMMENCEMENT R/W = RIGHT—OF—WAY SEC = SECTION NOTE: THE LEGAL DESCRIPTION THE PUBLIC RECORDS OF PINELLAS v POC NE COR OF GOVT LOT 4 SEC 16-29S—R16E C10 Nor Exhibit "B" C11 S89'30'14"E 89.52' POB #1 L1 POB #2 L17 POINT "A" C4 L7 INTERSECTION OF N R/W LINE & PROPERTY COR OF CLEARWATER CHRISTIAN COLLEGE (PER DEED AND L9 CITY OF CLEARWATER UTILITY MAPS) N R/W LINE (BEARING BASIS) SR 60 C3 C1 AND GEOMETRY SHOWN HEREON IS THAT CERTAIN DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 9551, PAGE COUNTY, FLORIDA, THEREIN REFERENCED AS EXIIIBIT "A" AND I5 SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY.. 1433, OF PREPARED FOR: CLEARWATER CHRISTIAN COLLEGE SHEET DESCRIPTION: INGRESS/EGRESS EASEMENT VACATION SCALE: I"=200' DATE 7-10-2017 DRAWN: CRF CALLED: JTP CHECKED: JTP SEE SHEETS 1-3 FOR LEGAL DESCRIPTION AND TABLES SEE SHEET 4 FOR LEGEND do SKETCH J08 No.: 2017-0026 EPN: 780 SECTION: 15 8 16 TOWI4SHP: 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. NO.6707 NO AND TH L UT THE SIGNATURE ED SE • OF A FLORIDA 1 MAPPER. PROF PATENAUDE SURVEYOR AND MAPPER LI S'VNUMBER PSM 6971 TATE OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 4 of 4 \780\Owgs\LS\780_LSO6A_ESMT.dwg — Apr 23, 2015 CO 9: 48am — jpotenaude THIS IS NOT A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MA" BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMEN I. BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH LEGAL DESCRIPTION: Exhibit "C" A parcel of land being a portion of GOVERNMENT LOT 1, Section 15, Township 29 South, Range 16 East, Pinellas County, Florida, being more particularly described as follows: Begin at the Northeast corner of GOVERNMENT LOT 4, Section 16, Township 29 South, Range 16 East, Pinellas County, Florida; thence S89'29'50"E, along the Easterly extension of the North line of said GOVERNMENT LOT 1, (being the basis of bearings for this legal description), for 524.51 feet to the point of intersection with the Deep Water Channel of Tampa Bay, thence leaving said Easterly extension of the North line of said GOVERNMENT LOT 4, S43'24'49"W, along said Deep Water Channel of Tampa Bay for 763.40 feet to the point of intersection with the East line of GOVERNMENT LOT 4, same being the West line of said GOVERNMENT LOT 1, Section 15, Township 29 South, Range 16 East, Pinellas County, Florida, same also being the West line of said Section 15, same also being the East line of said Section 16, same also being Reference Point "A"; thence leaving said Deep Water Channel of Tampa Bay, N00'01'01"E, along said East line of GOVERNMENT LOT 4, same being said West line of GOVERNMENT LOT 1, Section 15, same also being said West line of Section 15, same also being said East line of said Section 16, for 559.15 feet to the POINT OF BEGINNING. Containing 146,633 square feet or 3.366 acres, more or less. Together with: A parcel of land being a portion of GOVERNMENT LOT 4, Section 16, Township 29 South, Range 16 East, Pinellas County, Florida, being more particularly described as follows: Begin at REFERENCE POINT "A", thence S45'04'13"W, along the Deep Water Channel of Tampa Bay, for 395.87 feet; thence leaving said Deep Water Channel of Tampa Bay, S80'55'00"W, for 315.13 feet: thence N41'30'01"E, for 439.84 feet; thence S89'58'59"E, for 300.00 feet to the POINT OF BEGINNING. Containing 85,954 square feet or 1.973 acres, more or less. NOTE: THE GEOMETRY SHOWN HEREON IS PER THAT CERTAIN BOUNDARY SURVEY TITLED "CITY OF CLEARWATER RESTORATION PROJECT LANDS BOUNDARY SURVEY", PREPARED BY GEORGE F. YOUNG, INC., JOB NO. 16008000SU, DATED 7-6-16 AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR: DRKCOM SHEET DESCRIPTION: BLANKET UTILITY EASEMENT SCALE: NONE DATE 3-23-2018 DRAWN: CRF CALCED: JTP CHECKED: JTP SEE SHEET 1 FOR LEGAL DESCRIPTION SEE SHEET 2 FOR SKETCH AND LEGEND JOB No.: 2017-0026 EPN: 780 SECTION: 15 8 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. NO.6707 QT ,V?' 1p Wl`Ci10UT l`,HE SIGNATURE AND HE 0 IG1NAL RATSSEAL.. OF A FLORIDA LIC— SED SURa/.AND MAPPER. P T. PAT 1 AUDE AL SURVEYOR AND MAPPER NSE' NUMBER PSM 6971 STATE OF FLORIDA Sheet of 2 ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. J:\780\Dwgs\LS\780_LS06A_ESMT.dwg - Apr 23, 2018 0 9:48am - patenaude THIS IS NOT A SURVEY AFFECTING THIS PROPERTY THAT OF THIS COUNTY. WAS PREPARED WTHOUT THE BENEFIT OF AND SKETCH POB NE CORNER OF GOVERNMENT LOT 4 all 11011 A �jl (, (BASIS OF BEARINGS) S8929'50"E 524.51' THERE MAY BE ADDITIONAL RESTRICTIONS MAY BE FOUND IN THE PUBUC RECORDS THIS LEGAL DESCRIPTION AND SKETCH TITLE COMMITMENT. BEARINGS BASIS: SEE LEGAL DESCRIPTION N GOVERNMENT .................................. o 100 N UNE OF LOT 4 E UNE W LOT 4 REFERENCE OR .. . . , . .. 00," 315.3 STP` ROAD it IS PER THAT YOUNG, INC., JOB GOVERNMENT LOT 4 UNE GOVERNMENT LOT 1 � POINT "A" � � �r- j or S89'S8'59"E K;r 300.00' " " ••••••-• .................................... ` lA...... ::.:.:.:.:.:.....:.:.:.:..: c Q•.•...�_..... o ....... • •••- e -N>, to F N AND ••••• ELY EXT OF THE •••••••••• " " " .. NORTH UNE OF •" ••••GOVERNMENT LOT 4 ••..'•• • ..'.'.'.'.','.'.'.'.'.','.'...'.'.'.'..'.'..'.....•. ..• " . • 'V SUBJECT PROPERTY AREA = 146,633 .........y.►.'`. SQ FT OR t< 3.366 ACRES, ES, MORE OR LESS • � GOVERNMENT • Qr0 LOT 1 �r� 6 LEGEND: 1 = 2001 SUBJECT PROPERTY AREA = 85,954 SQ FT 1.973 ACRES, MORE OR LESS s8"0'S5 NOTE: THE GEOMETRY SHOWN HEREON SURVEY, PREPARED BY GEORGE F. .............. ................ '0 d,4., .- ' G N 60 CERTAIN BOUNDARY SURVEY TITLED N0. 16008000SU, DATED 7-6-16 C/L = CENTERLINE ELY = EASTERLY EXT = EXTENSION POB = POINT OF BEGINNING POC a POINT OF COMMENCEMENT SQ FT = SQUARE FEET WLY = WESTERLY "CITY OF CLEARWATER RESTORATION PRO.ECT LANDS BOUNDARY IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR: DRKCOM SHEET DESCRIPTION: BLANKET UTILITY EASEMENT SCALE: r.200. DATE: 3-23-2018CRF DRAWN: CALKED: JTP CHECKED: JTP SEE SHEET 1 FOR LEGAL DESCRIPTION SEE SHEET 2 FOR SKETCH AND LEGEND JOB No.: 2017-0026 EPN: 780 SECTION: 15 8 16 TOWNSHIP: 29 S RANGE: 16 E NO- VALID :WIT,H°, T THE SIGNATURE AND THE ORIGINAL fiA'ED SEAL OF A FLORIDA L EN�,E17 SURV� OR AND MAPPER. ,' 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. NO.6707 J ' = •TENAUDE PRO SSI • ' SURVEYOR AND MAPPER �1s NUMBER PSM 6971 STATE OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet L of J: \780\Dwgs\LS\780_LSO5A_RW.dwg — Apr 23, 2018 0 9: 51om — patenaude ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts moy not be used or reproduced without written permission. Sheet of D-1 THIS IS NU A SURVEY THERE MAY BL ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT "D"MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A Exhibit II TLE COMMITMENT. BEARINGS ARE ASSUMED 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 S8930,50"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 S44'38'S1"W for a distance 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 S82'35'34"W for a distance of 47.12 feet; thence departing said parallel line S89'45'39"W for a distance of 103.93 feet; thence S0012'38"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 S89'47'22"W for a distance of 51.52 feet; thence S33'01'58"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 departing 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 S89'47'22"W for a distance of 5.31 feet; thence 524'52'04"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 S03'24'39"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 N07'24'44"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: DECLARATION OF SURPLUS DAMASCUS ROAD RIGHT -OF --WAY SCALE: NONE DATE 7-17-2017 DRAWN: BGD CALLED: JTP CHECKED: JTP SEE SHEET 1 & 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR SKETCH AND LEGEND .106 Na: 2017-0026 EPN: 780 SECTION: 15 8 16 TOWNSHIP: 29 S RANGE: 16 E N AND T V LID' WITIIDIUT E SIGNATURE j CSE ED A LL RAI OR A D M PPER.LORIDA C 3030 STARKEV BOULEVARD. PHONE: (800) 532 - 1047 FAX: (727) LODA DESIGN CONSULTANTS, INC. ---� THINK IT. ACHIEVE IT. NEW PORT RICHEY. FLORIDA 34655 848 - 3848 WWW.FLDESIGN.COM L.B. N0.6707 PRO �.i'. PATENAUDE , • L�"SURVEYOR AND MAPPER E NUMBER PSM 6971 ATE OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts moy not be used or reproduced without written permission. Sheet of D-1 J: \780\Dwgs\LS\780_LSO5A_RW.dwg - Apr 23, 2018 0 9:52am - patenoude THIS IS NOT A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. BEARINGS ARE ASSUMED Exhibit "D" LEGAL DESCRIPTION: (CONTINUED) for a distance of 34.57 feet; thence N22'06'03"E for a distance of 26.14 feet; thence 58527'49"E for a distance of 21.03 feet; thence N00'22'32"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 N2151'04"W for a distance of 49.13 feet; thence N61'45'36"W for a distance of 15.55 feet; thence N39'48'21 "W for a distance of 36.76 feet; thence N0351'29"E for a distance of 38.04 feet; thence NO1'01'26"W for a distance of 39.77 feet; thence N3914'16"W for a distance of 22.62 feet; thence NO2'O1'50"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 N6013'20"E for a distance of 17.15 feet; thence N06o42'31"E for a distance of 10.05 feet; thence N4129'06"W for a distance of 13.11 feet; thence N4522'31"E for a distance of 25.74 feet; thence N6318'48"E for a distance of 23.82 feet; thence N5355'07"E for o 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 N0056'49"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 8956'13", a chord bearing of N1953'43"E and a chord distance of 35.34 feet to a point of tangency, thence N64'51'49"E for a distance of 43.89 feet; thence N55'02'03"E for a distance 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 a point of curvature; thence along said curve to the right having o radius of 25.00 feet, an arc length of 37.46 feet, O central angle of 85'51'05", a chord bearing of S68'13'01"E and a chord distance of 34.05 feet to point of tangency, thence 52517'28"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 585'43'35"E for a distance of 27.81 feet; thence N71'55,13"E for a distance of 24.66 feet; thence N52'06'00"E for a distance of 30.63 feet; thence S89'49'20"E for o distance of 204.74 feet; thence N6213'50"E for a distance of 9.09 feet; thence N21'46'43"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 S85'40,57"W for a distance of 47.45 feet; thence N42'47'16"W for a distance of 17.54 feet; thence N21'20'23"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 N7825'27"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 523'46'33"E for a distance of 25.83 feet; thence N71'05'46"E for a distance of 56.43 feet; thence S38'52'30"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 S69'05'02"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 S26'48'43"W for a distance of 19.46 feet; thence S2325'49"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 1S 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: DECLARATION OF SURPLUS DAMASCUS ROAD RIGHT-OF-WAY SCALE: NONE DATE 7-17-2017 DRAWN: BGD cALCED: JTP CHEKCED: 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: (127) 848 - 3646 WWW.FLDESIGN.COM L.B. N0.6707 NO AND TH L VA ORI EN ID WITHOUT THE SIGNATURE INAL RAISED SEAL OF A FLORIDA D SURV YOR D MAPPE PROFE L PATENAUDE URVEYOR AND MAPPER NS UMBER PSM 6971 ST • E OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced with t written permission. Sheet G of 3 D-2 J: \ /80\Dwgs \LS \780_LSO5A_RW.dwg — Apr 23, 2018 ® 9:53om — potenaude THIS IS NQI A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERLY IHAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THIS LEGAL DESCRIPTION AND SKETCH WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. BLARINGS ARE ASSUMED THE S'LY EXT OF THE C/L OF BAYSHORE BLVD BAYSHORE BLVD \-POC 0 200 400 1" = 400' THE INTERSECTION OF THE SLY EXT OF THE C/L OF BAYSHORE BLVD AND THE C/L OF US ROUTE 60 LEGEND: C/L = CENTERLINE ELY = EASTERLY EXT = EXTENSION N'LY = NORTHERLY NE'LY = NORTHEASTERLY PO8 = 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 E' LY 2,100'± us ROUTE 60 Exhibit "D" GOVERNMENT LOT 4 N Z 0 { rr POB THE INTERSECTION OF THE C/L OF DAMASCUS RD AND THE C/L OF US ROUTE 60 IA ID 40 01 0) N N VD 111 Z Z U U N u) POT GOVERNMENT LOT 1 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: DECLARATION OF SURPLUS DAMASCUS ROAD RIGHT—OF—WAY SCALE: I"=400' DATE 7-17-2017 DRAWN: 800 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 8 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. NO.6707 NO VAS WITHOUT THE SIGNATURE AND T ..4.ORI .( AL RAISSEAL OF A FLORIDA SURV j+R AND 1 PER. ENAUDE PRO ERVEYOR AND MAPPER L �r NS MBER PSM 6971 ST T OF FLORIDA ©Copyright 2018 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 3 of 3 D-3 L YY IC / w sed c O t4 oCD q, � n n Vin_ I cn om m ` @. N v m.0 dlCD m (D b cn N N � ❑ mpg, 3 p N o -(� W p. C LL-_ CONTRACT FOR SALE OF REAL PROPERTY BY THE CITY OF CLEARWATER, FLORIDA PARTIES: The CITY OF CLEARWATER, FLORIDA, a Municipal Corporation of the State of Florida (herein "Seller" or "City"), whose post office address is 112 South Osceola Avenue, Clearwater, FL 33756, and DRS. KIRAN AND PALLAVI PATEL FAMILY FOUNDATION, INC., a Florida not for profit corporation (herein "Buyer"), whose post office address is 5600 Mariner Street, Suite 200, Tampa, Florida 33609, (collectively "Parties"), hereby agree that the Seller shall sell and Buyer shall buy the following real property ("Property") upon the following terms and conditions. 1. PROPERTY DESCRIPTION See Exhibit "A" 2. FULL PURCHASE PRICE $ 137,000.00 3. MANNER OF PAYMENT: Wire transfer in U.S. funds at time of closing $ 137,000.00 4. PURCHASE PRICE The full Purchase Price as shown herein has been reached through negotiations with the Buyer by City staff. James Millspaugh and Associates, Inc. performed an appraisal of the Property on behalf of the Seller. 5. TIME FOR ACCEPTANCE; APPROVALS Following execution of this contract by Buyer, the price, terms and conditions as contained herein shall remain unchanged and be held unconditionally open for a period of 45 days following delivery in duplicate original to City Manager of the City of Clearwater for acceptance and approval, counter-offer, or rejection by action of the Clearwater City Council ("Council"). If this agreement is accepted and approved by the Council, it will be executed by duly authorized City officials and delivered to Buyer within 10 days thereafter. If a counter-offer is approved by the Council, it shall be delivered to Buyer in writing within 10 days of such action by the City Council, and Buyer shall have 10 days thereafter to deliver to Seller written notice of acceptance or rejection of such counter-offer. If written notice of acceptance is not timely delivered, or if the counter-offer is rejected by Buyer, this contract shall thereafter be null and void in all respects. If this contract is rejected by the Council upon initial presentation to the Council, this contract shall be null and void in all respects and Buyer shall be so informed in writing within 5 days of such action. Contingencies: The sale proposed in this contract shall be contingent upon: (1) City Council approval of an ordinance which vacates that certain portion of public right-of-way of Damascus Road, formerly known as Bostrom Road, acquired by the City per Resolution No. 64-90 of the City of Clearwater, Florida as recorded in Official Records Book 1936, Page 522 of the Public Records of Pinellas County, Florida (as more particularly described in Exhibit "B" attached hereto and incorporated herein) and an Ingress and Egress Easement as recorded in Official Records Book 9551, Page 1433 of the Public Records of Pinellas County, Florida (as more particularly described in Exhibit "C" attached hereto and incorporated herein), (2) The declaration of the Property as surplus by City Council for EXHIBIT"E''' conveyance to the adjoining property owner in accordance with the City of Clearwater Code of Ordinances/Charter. 6. TITLE Seller warrants legal capacity to and shall convey marketable title to the Property by Special Warranty Deed, subject only to matters contained in Paragraph 7 acceptable to Buyer. Otherwise title shall be free of liens, easements and encumbrances of record or known to Seller, but subject to property taxes for the year of closing; covenants, restrictions and public utility easements of record; and no others provided there exists at closing no violation of the foregoing and none of them prevents Buyer's intended use of the Property. 7. TITLE EVIDENCE Seller shall, at Seller expense and within 15 days prior to closing date deliver to Buyer a title insurance commitment issued by a Florida licensed title insurer agreeing to liens, encumbrances, exceptions or qualifications set forth in this Contract, and those which shall be discharged by Seller at or before closing. Seller shall convey a marketable title subject only to liens, encumbrances, exceptions or qualifications set forth in this Contract. Marketable title shall be determined according to applicable Title Standards adopted by The Florida Bar and in accordance with law. Buyer shall have 5 days from receiving evidence of title to examine it. If title is found defective, Buyer shall, within 3 days thereafter, notify Seller in writing specifying defect(s). If the defect(s) render title unmarketable, Seller will have 120 days from receipt of notice within which to remove the defect(s), failing which Buyer shall have the option of either accepting the title as it then is or withdrawing from this Contract. Seller will, if title is found unmarketable, make diligent effort to correct defect(s) in title within the time provided therefor, including the bringing of necessary suits. 8. SURVEY Buyer, at Buyer's expense, within time allowed to deliver evidence of title and to examine same, may have Real Property surveyed and certified to the Buyer by a registered Florida land surveyor. If survey shows any encroachment on Real Property, or that improvements located on Real Property encroach on setback lines, easements, lands of others, or violate any restrictions, contract covenants or applicable governmental regulation, the same shall constitute a title defect. The survey shall be performed to minimum technical standards of the Florida Administrative Code and may include a description of the property under the Florida Coordinate System as defined in Chapter 177, Florida Statutes. 9. CLOSING PLACE AND DATE Seller shall designate closing agent and this transaction shall be closed in the offices of the designated closing agent in Pinellas County, Florida, on or before August 31, 2018 but in no case later than 120 days following the effective date hereof, unless extended by other provisions of this contract including but not limited to time allotted for the removal of title defects as provided for in Paragraph 7 above. If either party is unable to comply with any provision of this contract within the time allowed, and be prepared to close as set forth above, after making all reasonable and diligent efforts to comply, then upon giving written notice to the other party, time of closing may be extended up to 60 days without [GM 17-1420-212/218719/1 ] Page 2 of 7 effect upon any other term, covenant or condition contained in this contract. 10. CLOSING DOCUMENTS Seller shall furnish closing statements for the respective parties, deed, bill of sale (if applicable), mechanic's lien affidavit, assignments of leases, tenant and mortgage estoppel letters, and corrective instruments. 11. CLOSING EXPENSES Pursuant to Chapter 201.24, Florida Statutes, Seller is exempt from paying documentary stamps on the deed. Buyer shall pay the cost for documentary stamps if applied to this transaction. Recordation of the deed shall be paid by Buyer. Seller shall pay the costs of recording any corrective instruments. 12. PRORATIONS; CREDITS Taxes, assessments, rent (if any) and other revenue of the Property shall be prorated through the day before closing. Closing agent shall collect all ad valorem taxes uncollected but due through the day prior to closing and deliver same to the Pinellas County Tax Collector. If the amount of taxes and assessments for the current year cannot be ascertained, rates for the previous year shall be used with due allowance being made for improvements and exemptions. Any deposits held by Seller in trust for third parties in occupancy of the Property shall be credited to Buyer at time of closing. 13. OCCUPANCY Seller warrants that there are no parties in occupancy other than the Seller, or as otherwise disclosed herein and the Property shall not be rented or occupied beyond closing. If occupancy is to be delivered before closing, Buyer assumes all risk of Toss to Property from date of occupancy, shall be responsible and liable for maintenance from that date, and shall be deemed to have accepted Property in its existing condition as of the time of taking occupancy unless otherwise stated herein or in separate writing. 14. LEASES Seller warrants that there are no leases encumbering the Property and Seller will not enter into a lease for the Property during the duration of this Contract. 15. PROPERTY CONDITION Seller shall deliver the Property to Buyer at time of closing in its present "as is" condition, ordinary wear and tear excepted, and shall maintain the landscaping and grounds in a comparable condition. Seller makes no warranties other than is disclosed herein in Paragraph 20 ("SELLER WARRANTIES") and marketability of title. Buyer's covenant to purchase the Property "as is" is more specifically represented in the following paragraph. a. As Is With Right of Inspection: Buyer may, at Buyer expense within forty-five (45) days following the effective date hereof ("Inspection Period"), conduct inspections, tests, environmental and any other [GM17-1420-212/218719/1 ] Page 3 of 7 investigations of the Property Buyer deems necessary to determine suitability for Buyer's intended use. Upon Seller's execution hereof, Seller shall grant reasonable access to the Property to Buyer, its agents, contractors and assigns for the purposes of conducting the inspections provided, however, that all such persons enter the Property and conduct the inspections and investigations at their own risk. Buyer shall not engage in any activity that could result in a mechanics lien being filed against the Property without Seller's prior written consent. Buyer may terminate this contract by written notice to Seller prior to expiration of the Inspection Period if the inspections and/or investigations reveal conditions which are reasonably unsatisfactory to Buyer. In the alternative, at the Buyer's sole discretion, if Seller offers to repair or otherwise remedy such conditions to Buyer satisfaction, Buyer may accept such offer; or Buyer, at its option, may elect to accept a credit at closing of the total estimated repair costs as determined by a licensed general contractor of Buyer's selection and expense. If Buyer terminates this contract, and this transaction does not close, Buyer agrees, at Buyer expense, to repair all damages to the Property resulting from the inspections and investigations and return the Property to its present condition. 16. WALK-THROUGH INSPECTION At a time mutually agreeable between the parties, but not later than the day prior to closing, Buyer may conduct a final "walk-through" inspection of the Property to determine compliance with any Seller obligations and to insure that all Property is in and on the premises. No new issues may be raised as a result of the walk-through. 17. RISK OF LOSS If the Property is damaged by fire or other casualty before closing, Buyer shall have the option of either taking the Property "as is", together with any insurance proceeds payable by virtue of such loss or damage, or of canceling this contract. 18. PROCEEDS OF SALE; CLOSING PROCEDURE The deed shall be recorded upon clearance of funds. Proceeds of sale shall be held in escrow by Seller's attorney or by such other mutually acceptable escrow agent for a period of not longer than 5 days from and after closing, during which time evidence of title shall be continued at Buyer's expense to show title in Buyer, without any encumbrances or change which would render Seller's title unmarketable from the date of the last title evidence. If Seller's title is rendered unmarketable through no fault of the Buyer, Buyer shall, within the 5 day period, notify the Seller in writing of the defect and Seller shall have 30 days from the date of receipt of such notification to cure the defect. If Seller fails to timely cure the defect, all funds paid by or on behalf of the Buyer shall, upon written demand made by Buyer and within 5 days after demand, be returned to Buyer and simultaneously with such repayment, Buyer shall vacate the Property and re -convey it to Seller by special warranty deed. If Buyer fails to make timely demand for refund, Buyer shall take title "as is", waiving all rights against Seller as to any intervening defect except as may be available to Buyer by virtue of warranties contained in the deed. The escrow and closing procedure required by this provision may be waived if title agent insures adverse matters pursuant to Section 627.7841, F.S. (2014), as amended. 19. DEFAULT [GM17-1420-212/218719/1] Page 4 of 7 If this transaction is not closed due to any default or failure on the part of the Seller, other than to make the title marketable after diligent effort, Buyer may seek specific performance or unilaterally cancel this agreement upon giving written notice to Seller. If this transaction is not closed due to any default or failure on the part of the Buyer, Seller may seek specific performance or unilaterally cancel this agreement upon giving written notice to Buyer. 20. SELLER WARRANTIES Seller warrants that there are no facts known to Seller that would materially effect the value of the Property, or which would be detrimental to the Property, or which would effect Buyer's desire to purchase the property except as follows: (Specify known defects. If none are known, write "NONE") Buyer shall have the number of days granted in Paragraph 15(a) above ("Inspection Period") to investigate said matters as disclosed by the Seller, and shall notify Seller in writing whether Buyer will close on this contract notwithstanding said matters, or whether Buyer shall elect to cancel this contract. If Buyer fails to so notify Seller within said time period, Buyer shall be deemed to have waived any objection to the disclosed matters and shall have the obligation to close on the contract. 21. RADON GAS NOTIFICATION In accordance with provisions of Section 404.056(8), Florida Statutes (2014), as amended, Buyer is hereby informed as follows: RADON GAS: Radon is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon and radon testing may be obtained from your county public health unit. 22. CONTRACT NOT RECORDABLE; PERSONS BOUND Neither this contract nor any notice of it shall be recorded in any public records. This contract shall bind and inure to the benefit of the parties and their successors in interest. Whenever the context permits, singular shall include plural and one gender shall include all. 23. NOTICE All notices provided for herein shall be deemed to have been duly given if and when deposited in the United States Mail, properly stamped and addressed to the respective party to be notified, including the parties to this contact, the parties attorneys, escrow agent, inspectors, contractors and all others who will in any way act at the behest of the parties to satisfy all terms and conditions of this contract. 24. ASSIGNABILITY; PERSONS BOUND [GM 17-1420-212/218719/1 ] Page 5 of 7 This contract is not assignable. The terms "Buyer", "Seller", and "Broker" (if any) may be singular or plural. This Contract is binding upon Buyer, Seller, and their heirs, personal representatives, successors and assigns (if assignment is permitted). 25. ATTORNEY FEES; COSTS In any litigation arising out of this contract, the prevailing party shall be entitled to recover reasonable attorney's fees and costs. 26. TYPEWRITTEN OR HANDWRITTEN PROVISIONS Typewritten or handwritten provisions shall control all printed provisions of contract in conflict with them. 27. BROKER REPRESENTATION Neither Party hereto is represented by a Licensed Real Estate Broker upon the execution hereof. Should either Party choose to obtain the services of a License Real Estate Broker, the Party obtaining such services shall be responsible for any Broker fee or expense due to said Broker. 28. EFFECT OF PARTIAL INVALIDITY The invalidity of any provision of this contract will not and shall not be deemed to affect the validity of any other provision. In the event that any provision of this contract is held to be invalid, the parties agree that the remaining provisions shall be deemed to be in full force and effect as if they had been executed by both parties subsequent to the expungement of the invalid provision. 29. GOVERNING LAW It is agreed by and between the parties hereto that this contract shall be governed by, construed, and enforced in accordance with the laws of the State of Florida. 30. COUNTERPARTS: FACSIMILE COPY This contract may be executed in two or more counterparts, each of which shall be deemed an original and all of which together shall constitute one instrument. A facsimile copy of this contract, including any addendum, attachments and any written modifications hereof, and any initials or signature thereon shall be deemed an original. 31. ENTIRE AGREEMENT Upon execution by Seller and Buyer, this contract shall constitute the entire agreement between the parties, shall supersede any and all prior and contemporaneous written and oral promises, representations or conditions in respect thereto. All prior negotiations, agreements, memoranda and writings shall be merged herein. Any changes to be made in this agreement shall only be valid when expressed in writing, acknowledged by the parties and incorporated herein or attached hereto. [GM17-1420-212/218719/1 ] Page 6 of 7 EXECUTED this day of , 2018 by Buyer. DRS. KIRAN & PALLAI PATEL FAMILY FOUNDATION, INC. By: Pallavi K. Patel APPROVED BY SELLER & EFFECTIVE this day of , 2018. THE CITY OF CLEARWATER, FLORIDA By: George N. Cretekos William B. Horne, II Mayor City Manager Approved as to form: Attest: Laura Lipowski Mahony Assistant City Attorney Rosemarie CaII City Clerk [GM17-1420-212/218719/1 ] Page 7 of 7