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19-25RESOLUTION NO. 19-25 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA ACCEPTING AN ACCESS EASEMENT FROM DRS. KIRAN & PALLAVI PATEL 2017 FOUNDATION FOR GLOBAL UNDERSTANDING, INC., FOR VEHICULAR AND PEDESTRIAN ACCESS ACROSS THE EASEMENT PREMISES FOR ACCESS TO THE GRANTEE'S PROPERTY LOCATED ADJACENT TO THE GRANTOR'S PROPERTY AND OTHERWISE KNOWN AS COOPERS POINT PRESERVE; PROVIDING AN EFFECTIVE DATE. WHEREAS, as a condition of Ordinance 9202-18, Drs. Kiran & Pallavi Patel 2017 Foundation for Global Understanding Inc., was required to grant an alternative Access Easement for vehicular & pedestrian access across easement premises; and, WHEREAS, by this Resolution, the City Council of the City of Clearwater wishes to accept said grant of easement; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER FLORIDA: Section 1. The City Council of the City of Clearwater hereby accepts the Access Easement, a copy of which is attached hereto and incorporated herein as Exhibit "A" to Resolution 19-25. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this /411' day of -' o--J-t 2019. —Gk.)/(tk1\Cr� �s Approved as to form: Laura Mahony Assistant City Attorney George N. Cretekos Mayor Rosemarie Call City Clerk Resolution No. 19-25 EXHIBIT A TO RESOLUTION 19-25 Return to: Rob Brzak Engineering Department City of Clearwater P. O. Box 4748 Clearwater, FL 33758-4748 1 NON-EXCLUSIVE ACCESS EASEMENT 1 FOR AND IN CONSIDERATION of the sum of Ten Dollars ($10.00) in hand paid, the receipt of which is .hereby acknowledged, and the benefits to be derived therefrom, Drs. Kiran & Pallavi Patel 2017 Foundation for Global Understanding, Inc., a Florida not for profit corporation ("Grantor"), whose address is 5600 Mariner St., Suite 200, Tampa, FL 33609 does grant to City of Clearwater, a 'municipal corporation ("Grantee"), whose address is 112 S. Osceola Ave., Clearwater, Florida 33756, its licensees, agents, successors and assigns a non-exclusive easement over, under, across and through the following described land lying and being situate in the County of Pinellas, State of Florida, to wit: See Exhibit A appended hereto and by this reference made a part hereof ("Easement Premises") This easement is for vehicular and pedestrian access across the Easement Premises for access to the Grantee's property located adjacent to the Grantor's property and otherwise known as Coopers Point Preserve. The CITY OF CLEARWATER, FLORIDA, shall have the right to enter upon the above-described premises and to inspect and alter and/or replace same from time to time. Grantee shall be solely responsible for obtaining all governmental and regulatory permits required to exercise the rights granted herein. The CITY OF CLEARWATER, FLORIDA covenants and agrees with Grantor that it shall promptly restore the Easement Premises and any affected areas surrounding the Easement Premises upon completion of any work activities undertaken in the exercise of these rights to at least the same quality of condition that existed as of the date Grantee first exercised any of its rights hereunder, and on each and every succeeding occasion thereafter. Grantee further represents and warrants that it shall diligently pursue the completion of all work activities in a timely manner. Grantor warrants and covenants with Grantee that Grantor is the owner of fee simple title to the herein described Easement Premises, and that Grantor has full right and lawful authority to grant and convey this easement to Grantee, and that Grantee shall have the non-exclusive, limited purpose quiet and peaceful possession, use and enjoyment of this easement. It is expressly understood that Grantor reserves alt rights of ownership of the Easement Premises not inconsistent with the easement rights granted herein. In the event Grantor, its successors or assigns, should ever determine it necessary to relocate Grantee's access to facilitate further development or redevelopment of the property encumbered hereby; then Grantor, its successors or assigns, in consultation with and upon approval of Grantee, shall provide an alternate easement as may mutually be determined and shall at Grantor's sole cost and expense relocate the easement. Upon completion of the relocation Grantee shall cause this easement to be vacated and evidence of vacation duly recorded in the public records of Pinellas County, Florida. This easement is binding upon the Grantor, the Grantee, their heirs, successors and assigns. The rights granted herein shall be perpetual and irrevocable and shall run with the land, except by the written mutual agreement of both parties, or by abandonment of the Easement Premises by Grantee. IN WITNESS WHEREOF, the undersigned grantor has caused these presents to :be duly executed this 1st day of July 2019. WITNESSES: Name:ler r Miller (Print or Type Name) Name: Bill West (Print or Type Name) STATE OF FLORIDA COUNTY OF _HILLSBOROUGH GRANTOR: Drs. Kiran & Pallavi Patel 2017 Foundation for Global Un ' rs l n 'y g, Inc., a Florida not for profit corporati The foregoing instru ent wasacknowledged before me this 25 day of rq, 2019, by r'a J�at.- C. Pal , President, Drs. Kiran & Pallavi Patel 2017 Foundation for Global Understanding, Inc., a Flory; . not for profit corporation, on behalf of the corporation and the partnership. S/He rsonally. •wn to me or 0 has produced as identifcationn/ , iAt Notary Public ,. ",,, EVER D. BRYANT if� � _State of Florida -Notary Public •= Commission I GG 199045 3 =v. My Commission Expires , 'k•0;^i• March 21. 2022 (Print, Type or Stamp Name) My Commission Expires: AFFIDAVIT OF NO LIENS STATE OF FLORIDA . ss COUNTY OF PINELLAS BEFORE ME, the undersigned authority, personalty appeared whom, being duly authorized does depose and say: 1. That aforesaid party is the owner of legal and equitable title to the following described property in 'Pinellas County, Florida, to wit: See Exhibit A appended hereto and by this reference .made a part hereof 2. That there has been no labor performed or materials fumished on said property for which there are unpaid bilis for labor or materials against said property, other than those which will be paid during the normal course of business, except (list, or if none, insert "NONE". If no entry, it will be deemed that "NONE" has been entered.) 3. That there are no liens or encumbrances of any nature affecting the title of the property herein described, except easements and restrictions of record, any encroachments, overlaps or other rights of third parties which would be shown by a current survey, except: (list, or if none. insert "NONE." If no entry, it will be deemed that "NONE" has been entered.) 4. That no written notice has been received for any public hearing regarding assessments for improvements by any government, and there are no unpaid assessments against the above described property 'for improvements thereto by any government, whether or not said assessments appear of record. 5. That there are no outstanding sewer service charges or assessments payable to any government. 6. That the representations embraced herein have been requested by the CITY OF CLEARWATER, its agents, successors and assigns to rely thereon in connection with the granting of the easement herein being conveyed to encumber the above-described property. WITNESSES: Name: Eric Miller (Prr Typc Name) Name: Bill West (Print or Type Name) STATE OF FLORIDA COUNTY OF HILLSBOROUGH GRANTOR: Drs. Kiran & Pallavi Patel 2017 Foundation for Global Under 1 d* g, Inc., a Florida not for profit corporation By: Print Name: C. Patel T e foregoing instr men w s acknowledged before me this 2S day of—Mr,2019, by 'rale C . ,� , President, Drs. Kiran & Pallavi Patel 2017 Foundation for Global Understanding, Inc., a Flan. - not for profit corporation, on behalf of the corporation and the partnership. s/He :! is personally k..wn to me or 0 has .produced as identifca on. .fx EVER D. BRYANT 4• �: State of Florida -Notary Public '• •5 Commission if GG 199045 skiviMy Commission Expires '�,�,�+,��� March21.2022 11593416x2 Notary Public (Print, Type or Stamp Name) J: \780\Dwgs\L3\780_LS07_ARE.dwg - Sep 14, 2018 ® 1: 59pm - cfesier THIS IS NQj 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 BENEFIT OF A TITLE COMMITMENT. BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH LEGAL DESCRIP110N: A parcel of land being o portion of 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 os follows: COMMENCE at the Northeast corner of GOVERNMENT LOT 4, Section 16, Township 29 South, Range 16 East, Pinellas County, Florida; thence N00'02'20"E, along the East line of said Section 16, (being the basis of bearings for this legal description), for 89.44 feet to the POINT OF BEGINNING; thence leaving said East line of Section 16, N89'54'39"W, for 70.22 feet to the point of intersection with a non -tangent curve, concave Northeasterly, thence Northwesterly along the arc of said curve, with a radial bearing of N00'02'20"E, having a radius of 58.00 feet, a central angle of 62'02'15", an arc length of 62.80 feet, and a chord bearing N58'56'33"W, for 59.78 feet, to the point of intersection with a non -tangent line; thence N27'55'25"W, for 18.89 feet to the point of intersection with a non -tangent curve, concave Southerly, thence Westerly along the arc of said curve, with a radial bearing of 562'01'33"W, having a radius of 30.00 feet, a central angle of 83'49'14", an arc length of 43.89 feet, and a chord bearing N69'53'04"W, for 40.08 feet, to the point of tangent; thence S6812'19"W, for 60.06 feet to the point of curvature of a curve concave Northerly, thence Westerly along the arc of said curve, having a radius of 262.00 feet, a central angle of 1118'21", an arc length of 51.70 feet, and a chord bearing S73'51'29"W, for 51.62 feet to the point of reverse curvature of a curve concave Southerly, thence Westerly along the arc of said curve, having a radius of 528.00 feet, a central angle of 11'24'28", an arc length of 105.13 feet, and a chord bearing S73'48'26"W, for 104.95 feet, to the point of tangent; thence S68'06'12"W, for 77.14 feet to the point of curvature of a curve concave Northeasterly, thence Northwesterly along the arc of said curve, having a radius of 74.00 feet, a central angle of 90'06'54", an arc length of 116.39 feet, and a chord bearing N66'50'21 "W, for 104.76 feet to the point of tangent; thence N21'46'54"W, for 23.86 feet to the point of curvature of a curve concave Southwesterly, thence Northwesterly along the arc of said curve, having a radius of 30.00 feet, a central angle of 90'00'00", on arc length of 47.12 feet, and a chord bearing N66'46'54"W, for 42.43 feet to the point of tongent; thence S6813'06"W, for 266.87 feet to the point of curvature of o curve concave Southeasterly, thence Southwesterly along the arc of said curve, having a radius of 30.00 feet, a central angle of 90'00'00", an arc length of 47.12 feet, and a chord bearing 52313'06"W, for 42.43 feet to the point of reverse curvature of a curve concave Westerly, thence Southerly along the arc of said curve, having a radius of 649.53 feet, a central angle of 0717'34", on arc length of 82.67 feet, and a chord bearing S18'08'07"E, for 82.62 feet, to the point of tangent; thence S14'29'20"E, for 20.54 feet to the point of curvature of o curve concave Easterly, thence Southerly along the arc of said curve, hoving o radius of 388.00 feet, a central angle of 0717'34", on arc length of 49.39 feet, and a chord bearing 518'08'07"E, for 49.35 feet to the point of tangent; thence S21'46'54"E, for 84.94 feet to the point of curvature of a curve concave Westerly, thence Southerly along the arc of said curve, having o radius of 312.00 feet, a central angle of 24'43'06", on arc length of 134.60 feet, and a chord bearing S09'25'21"E, for 133.56 feet to the point of tangent; thence S02'56'12"W, for 108.94 feet to the point of curvature of a curve concave Northeasterly, thence Southeasterly along the arc of said curve, having a radius of 88.00 feet, a central angle of 64'28'34", an arc length of 99.03 feet, and a chord bearing S2918'05"E, for 93.88 feet to the point of tangent; thence S61'32'21"E, for 199.57 feet to the point of intersection with a non -tangent curve, concave Northeasterly, thence Southeasterly along the arc of said curve, with a radial bearing of N56'30'06"E, having a radius of 32.61 feet, a central angle of 27'43'55", on arc length of 15.78 feet, and a chord bearing 547'21'52"E, for 15.63 feet, to the point of intersection with a non -tangent curve, concave Northerly, thence Easterly along the arc of said curve, with a radial bearing of N28'45'54"E, having a radius of 143.62 feet, a central angle of 3514'40", an orc length of 88.35 feet, and a chord bearing S78'51'26"E, for 86.96 feet, to the point of intersection with a non -tangent line; thence S10'35'04"W, for 51.68 feet to the point of curvature of a curve concave Northwesterly, thence Southwesterly along the arc of said curve, having a radius of 167.00 feet, a central angle of 37'00'40", an arc length of 107.88 feet, and a chord bearing S29'05'24"W. for 106.01 feet to the point of intersection with a non -tangent line; thence S47'35'44"W, for 57.90 feet to the point of curvature of a curve concave Southeasterly, thence Southwesterly along the arc of said curve, having a radius of 83.00 feet, a central angle of 26'22'06", an arc length of 38.20 feet, and a chord bearing S34'24'41"W, for 37.86 feet to the point of intersection with a Northerly line of that certain property as described in Official Records Book 19261, Page 2058 of the Public Records of Pinellas County, Florida same being the point of intersection with a non -tangent line; thence 580'55'00"W, along said Northerly line of that certain property as described in Official Records Book 19261, Page 2058, for 37.59 feet to the point of Intersection with a non -tangent curve, concave Southeasterly, thence leaving said Northerly line of that certain property as described in Official Records NOTE 11E GEOMETRY SHOWY HEREON PERTAINING TO 1HE PERIMETER BOUNDARY LiiES or THE OVERALL BOUNDARY CF THE PARCEL IS PER THAT CERTAIN BOUNDARY SURVEY TITLED "CITY OF a.EARWATER 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 DESCRP110N: DAMASCUS ROAD ACCESS EASEMENT SCALE: NONE DATE: 9-13-2018 DRAWN: CRF CALLED: JTP CHECKED: BGD JOB No.: 2017-0026 EPN: 780 SECTION: 16 TOWNSHIP: 29 S RANGE: 16 E SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR TABLES SEE SHEET 4 FOR SKETCH AND LEGEND FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT. 3030 STARKEY BOULEVARD, NEW PORT RICHEY, FLORIDA 39655 PHONE: (800) 532 - 1047 FAX: (727) 848 . 3698 WWW.FLOESION.COM L.B. NO.6707 NOT AND THE VA ttDA , ArSE ' WITHICiT T AL GFAAURE FLORIDA D ;SURVEY() ' ANDM PPER. ROBERT G. WRIGHT, J. PROFESSIONAL SURVEYOR.AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ©Copyright 2015 Florida Design Consultants, Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 1 of 4 J: \780\Dwgs\LS\780_1307_ARE.dwg - Sep 14, 2018 0 1: 59pm - cfesler THIS IS Ku 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 BENEFIT OF A TITLE COMMITMENT. BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH Book 19261, Page 2058, Northeasterly along the arc of said curve, with a radial bearing of S78'0615"E, having a radius of 117.00 feet, a central angle of 3541'59", an arc length of 72.90 feet, and a chord bearing N2944'44"E, for 71.73 feet, to the point of tangent; thence N47'35'44"E, for 57.90 feet to the point of curvature of a curve concave Northwesterly, thence Northeasterly along the arc of said curve, having a radius of 133.00 feet, a central angle of 2914'41", an arc length of 67.89 feet, and a chord bearing N32'S8'24"E, for 67.15 feet to the point of compound curvature of a curve concave Southwesterly, thence Northwesterly along the arc of soid curve, having a radius of 35.00 feet, a central angle of 89'57'05", an arc length of 54.95 feet, and a chord bearing N26'37'29"W, for 49.48 feet, to the point of intersection with a non -tangent curve, concave Northeasterly, thence Northwesterly along the arc of said curve, with a radial bearing of N1913'48"E, having a radius of 201.30 feet, o central angle of 08'42'27", an orc length of 30.59 feet, and a chord bearing N66'24'59"W, for 30.56 feet, to the point of intersection with a non -tangent curve, concave Northeasterly, thence Northwesterly along the arc of said curve, with a radial bearing of N2846'33"E, having a radius of 58.11 feet, a central angle of 1744'53", an arc length of 18.00 feet, and a chord bearing N52'21'01"W, for 17.93 feet, to the point of reverse curvature of a curve concave Southwesterly, thence Northwesterly along the arc of said curve, having a radius of 50.00 feet, a central angle of 18'03'47", an arc length of 15.76 feet, and a chord bearing N52'30'28"W, for 15.70 feet, to the point of tangent; thence N61'32'21"W, for 181.38 feet to the point of curvature of a curve concave Northeasterly, thence Northwesterly along the arc of said curve, having a radius of 112.00 feet, a central angle of 64'28'34", an arc length of 126.04 feet, and a chord bearing N29'18'05"W, for 119.49 feet to the point of tangent; thence NO2'56'12"E, for 108.94 feet to the point of curvature of a curve concave Westerly, thence Northerly along the arc of said curve, having a radius of 288.00 feet, a central angle of 24'43'06", an arc length of 124.25 feet, and a chord bearing N09'25'21"W, for 123.29 feet to the point of tangent; thence N21'46'54"W, for 84.94 feet to the point of curvature of a curve concave Easterly, thence Northerly along the arc of said curve, having a radius of 412.00 feet, a central angle of 0717'34", an arc length of 52.44 feet, and a chord bearing N18'08'07"W, for 52.41 feet to the point of tangent; thence N1429'20"W, for 20.54 feet to the point of curvature of a curve concave Westerly, thence Northerly along the arc of said curve, having a radius of 625.53 feet, a central angle of 0717'34", an arc length of 79.62 feet, and a chord bearing N18'08'07"W, for 79.57 feet to the point of reverse curvature of a curve concave Southeasterly, thence Northeasterly along the arc of said curve, having a radius of 54.00 feet, a central angle of 90'00'00", an arc length of 84.82 feet, and a chord bearing N2313'06"E, for 76.37 feet, to the point of tangent; thence N6813'06"E, for 266.87 feet to the point of curvature of a curve concave Southwesterly, thence Southeasterly along the arc of said curve, having a radius of 54.00 feet, a central angle of 90'00'00", an arc length of 84.82 feet, and a chord bearing S66'46'54"E, for 76.37 feet to the point of tangent; thence S2146'54"E, for 23.86 feet to the point of curvature of a curve concave Northeasterly, thence Southeasterly along the arc of said curve, having a radius of 50.00 feet, a central angle of 90'06'54", an arc length of 78.64 feet, and a chord bearing 566'50'21"E, for 70.78 feet to the point of tangent; thence N68'06'12"E, for 77.14 feet to the point of curvature of a curve concave Southerly, thence Easterly along the arc of said curve, having a radius of 552.00 feet, a central angle of 11'24'28", an arc length of 109.91 feet, and a chord bearing N7348'26"E, for 109.72 feet to the point of reverse curvature of a curve concave Northerly, thence Easterly along the arc of said curve, having a radius of 238.00 feet, a central angle of 1118'21", an arc length of 46.96 feet, and a chord bearing N73'51'29"E, for 46.89 feet, to the point of tangent; thence N68'12'19"E, for 67.80 feet to the point of curvature of a curve concave Southerly, thence Easterly along the arc of said curve, having a radius of 70.00 feet, a central angle of 3010'28", an arc length of 36.86 feet, and a chord bearing N8317'33"E, for 36.44 feet to the point of reverse curvature of a curve concave Northerly, thence Easterly along the arc of said curve, having a radius of 20.00 feet, a central angle of 41'32'32", on arc length of 14.50 feet, and a chord bearing N77'36'31"E, for 14.19 feet, to the point of intersection with a non -tangent line; thence N53'57'04"E, for 18.89 feet to the point of curvature of a curve concave Southerly, thence Easterly along the orc of said curve, having a radius of 58.00 feet, a central angle of 36'05'16", on arc length of 36.53 feet, and a chord bearing N71'59'42"E, for 35.93 feet to the point of tangent; thence S89'57'40"E, for 70.22 feet to the point of intersection with said East line of Section 16; thence S00'02'20"W, along said East line of Section 16, for 116.06 feet to the POINT OF BEGINNING. Containing 64,308 square feet or 1.476 acres, more or Tess. NOTE: 1W GEOMETRY SHOMN HEREON PERTAINING TO THE PERIMETER BOUNDARY LPIES OF THE OVERALL BOUNDARY OF THE PARCEL IS PER THAT CERTAIN BOUNDARY SURVEY TITLED 'CITY OF CLEARWATER RESTORATION PROJECT LANDS BOUNDARY SURVEY, PREPARED BY GEORGE F. YOUNG, INC., JOB N0. 1600E10005U, DATED 7-6-16 AND 1S SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR: DRKCOM SHEET DESCRIPTION: DAMASCUS ROAD ACCESS EASEMENT SCALE: NONE DATE: 9-13-2018 DRAWN: CRF CALLED: JTP CHECKED: BGD JOB No.: 2017-0026 EPN: 780 SECTION: 16 TOWNS IP: 29 S RANCE: 16 E SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR TABLES SEE SHEET 4 FOR SKETCH AND LEGEND FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT. 3030 STARKEY BOULEVARD, NEW PORT RICHEY, FLORIDA 34655 PHONE: (800) 632 - 1047 FAX: (727) 848 • 3648 WWW.FLOESIGN.COM L.B. N0.6707 NOT .44.1V: WITIOJJT AND T . ' f ti31144AL- RAISE 'E$SED SURVEY SIGNATURE OF A FLORIDA MAPPER. ROBERT C. WRIGHT, • R. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 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: \780\Dwgs\LS\780_LS07_ARE.dwg - Sep 14, 2018 0 1: 59pm - cfesler THIS IS Ka 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 BENEFIT OF A TITLE COMMITMENT. BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA RADIAL BEARING C1 58.00' 62.80' 59.78' N5556'33'0 6202'15' N0002'20"E C2 30.00' 43.89' 40.08' N69'53'04'W 83'49'14' S62'01'33'W C3 262.00' 51.70' 51.62' S73'51'29"W 1118'21" - C4 528.00' 105.13' 104.95' 573'48'26"W 1124'28' - C5 74.00' 116.39' 104.76' N66'50'21"W 90'06'54' - C6 30.00' 47.12' 42.43' N66'46'54"W 90'00'00" - C7 30.00' 47.12' 42.43' 52313'06"W 90'00'00" - C8 649.53' 82.67' 82.62' S18'08'07"E 717'34" - C9 388.00' 49.39' 49.35' 518'08'07"E 717'34" - 010 312.00' 134.60' 133.56' S09'25'21 "E 24'43'06" - C11 88.00' 99.03' 93.88' 52918'05"E 64'28'34" - C12 32.61' 15.78' 15.63' 54721'52"E 27'43'55" N56'30'06'E C13 143.62' 88.35' 86.96' 578'51'26"E 3514'40' N28'4554"E C14 167.00' 107.88' 106.01' S29'0524'W 3700'40" - C15 8.3.00' 38.20' 37.86' 53424'41"W 2622'06" - C16 117.00' 72.90' 71.73' N29'44'44"E 35'41'59" 578'06'15"E C17 133.00' 67.89' 67.15' N3258'24"E 2914'41" - C18 35.00' 54.95' 49.48' N26'3729'W 89'57'05' - C19 201.30' 30.59' 30.56' N6624'59"W 8'42'27' N1913'48"E C20 58.11' 18.00' 17.93' N52'21'01"W 17'44'53" N28'46'33"E C21 50.00' 15.76' 15.70' N52'30'28'0 18'03'47" - C22 112.00' 126.04' 119.49' N2918'05"W 6428'34" - C23 288.00' 124.25' 123.29' N092521'111 24'43'06" - C24 412.00' 52.44' 52.41' N18'08'07"W 717'34" - C25 625.53' 79.62' 79.57' N18'08'07"W 717'34" - C26 54.00' 84.82' 76.37' N2313'061 90'00'00" - CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA RADIAL BEARING C27 54.00' 84.82' 76.37' 568'46'54"E 90'00'00" - C28 50.00' 78.64' 70.78' S66'50'21'E 90'06'54" - C29 552.00' 109.91' 109.72' N7548'26"E 1124'28" - C30 238.00' 46.96' 46.89' N73'51'29"E 1118'21" - C31 70.00' 36.86' 36.44' N8317'33"E 3010'28" - C32 20.00' 14.50' 14.19' N7716'31"E 4132'32" - C3.3 58.00' 36.53' 35.93' N7159'42"E 36'05'16" - UNE TABLE UNE BEARING LENGTH L1 N89'54'39"W 70.22' L2 N2755'25"W 18.89' 1-3 S6812'19"W 60.06' 1.4 S68'06'12'W 77.14' L5 N21'46'54'W 23.86' L6 S6813'06"W 266.87' 1.7 S1429'20"E 20.54' L8 S21'46'54"E 84.94' L9 S02'S6'12'W 108.94' L10 S6112'21"E 199.57' 111 S1015'04'W 51.88' L12 S4735'44"W 57.90' L13 S80'55'00"W 37.59' L14 N47'35'44"E 57.90' 1.15 N61'32'21"0 181.38' L16 N0256'12"E 108.94' 1.17 N21'46.54"W 84.94' UNE TABLE UNE BEARING LENGTH L18 N1429'20"W 20.54' L19 N6893'06"E 266.87' L20 S21'46'54"E 23.86' L21 N68'06'12"E 77.14' L22 N6812'19"E 67.80' L23 N531704"E 18.89' L.24 589'57'40"E 70.22' L25 S00'02'20"W 116.06' NOTE: THE GEOMETRY SHOWN HEREON PERTAINING TO THE PERIMETER BOUNDARY LWES OF DIE OVERALL BOUNDARY OF THE PARCEL 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: DAMASCUS ROAD ACCESS EASEMENT SCALE: NONE DATE: 9-13-2018 DRAWN: CRF CALLED: JTP CHECKED: BGD JOB No.: 2017-0026 EPN: 780 SECTION: 16 TOWNSHIP: 29 S RANGE: 16 E SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR TABLES SEE SHEET 4 FOR SKETCH, AND LEGEND FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT. 3030 STARKEY BOULEVARD, NEW PORT RICHEY, FLORIDA 34855 PHONE: (800) 532 - 1047 FAX: (727) 848 - 3648 WWW.FLDESIGN.COM L.8.140.6707 4 1 1,, NOT VAWD • WIT•� QUT- THE SIGNATURE AND T j •RIGJNAL' RAISED s AL OF A FLORIDA NSED:"SURVEY MAPPER. ROBERT C. WRIGHT. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 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_LS07_ARE.dwg — Sep 14, 2018 0 1: 59pm — cfesler 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 TITLE COMMITMENT. BEARINGS BASIS: SEE LEGAL DESCRIPTION AND SKETCH L1 8 c?� 0 C28 C33 L24 C29 an C7 N UNE OF GOVERNMENT LOT 4 L7 POC NE CORNER OF GOVERNMENT LOT 4 L17 0 —J GOVERNMENT LOT 4 SUBJECT PROPERTY AREA = 64,308 SQ FT OR 1.476 ACRES, MORE OR LESS 1 C1 2 C13 C21 C20 Cl C18 C17 C16 L11 C1 4 Li 3 1 A N'LY UNE OF ORB 19261, PG 2058 o8 19261. PG 2058 5 sit ROAD 60 N00'02'20"E 89.44' E UNE OF SEC 16 -29S -16E (BASIS OF BEARINGS) 0 N 100 200 1" = 200' GOVERNMENT LOT 1 LEGEND: C/L = CENTERUNE MLY - NORTHERLY ORB = OFFICIAL RECORDS BOOK PG = PAGE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT SEC = SECTION SQ FT= SQUARE FEET NOTE: THE GEOMETRY SHONN HEREON PERTAINING TO THE PERIMETER BOUNDARY LNES OF THE OVERMJ_ BOUNDARY OF THE PARCEL (5 PER THAT CERTAN BOUNDARY SURVEY TITLED 'CITY OF CLEARWAIER RESTORATION PROJECT LANDS BOUNDARY SURVEY, PREPARED 8Y GEORGE F. YOUNG, INC., JOB NO. 16006000SU, DATED 7-6-16 AND IS SUBJECT TO AN ACCURATE FIELD BOUNDARY SURVEY. PREPARED FOR: DRKCOM SHEET DESCRIPTION: DAMASCUS ROAD ACCESS EASEMENT SCALE: I"=200' DATE: 9-13-2018 DRAWN: CRF CALCEDD: JTP CHECKED: BGD JOB No.: 2017-0026 EPN: 780 SECTION: 16 TOWNSHIP: 29 S RANGE: 16 E SEE SHEETS 1 AND 2 FOR LEGAL DESCRIPTION SEE SHEET 3 FOR TABLES SEE SHEET 4 FOR SKETCH.. AND LEGEND FLORIDA DESIGN CONSULTANTS, INC. THINK IT. ACHIEVE IT. 3030 STARKLY BOULEVARD, NEW PORT RICHEV, FLORIDA 34655 PHONE: (800) 592 - 1047 FAX: (727) 848 - 3648 WWW.FLDESIGN.COM L.8. NO.8707 • NOT VALID>.WrPEIQU.T THE SIGNATURE AND TH ORIGINAL RAISED, F A FLORIDA ENSE17 SURVEY() ' ND M PPER. ROBERT C. WRIGH , JR. PROFESSIONAL SURVEYORAND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ®Copyright 2018 Florida Design Consultants. Inc. Drawings and concepts may not be used or reproduced without written permission. Sheet 4 of 4