Okaloosa County BOCC — May 19, 2015 — Warranty Deed — reading text

This instrument prepared by: W. Christopher Hart, Esquire Clark, Partington, Hart, Larry, Bond, & Stackhouse Post Office Box 13010 Pensacola, FL. 32592-3010 (850) 434-9200 CPH&H File no. 140979 STATE OF FLORIDA COUNTY OF OKALOOSA WARRANTY DEED (Statutory Form-Section 689.02, F.S.) This Indenture, is made this flf day of A?"" \ ,2015, between PNL NEW ERA, LLC,a Delaware limited liability company, ("Grantor"), whose address is 2100 Ross Avenue #2900, Dallas, Texas 75201 and OKALOOSA COUNTY, FLORIDA, (“Grantee”), whose address is 1804 Lewis Turner Blvd., Ft. Walton Beach, Florida 32547. WITNESSETH: that said Grantor, for and in consideration of the sum of Ten and 00/100 ($10.00) Dollars, and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Okaloosa County, Florida, and more particularly described on the Exhibit "A" attached hereto and by this reference made a part hereof. Subject to zoning and other requirements imposed by governmental authorities; restrictions and matters appearing on the plat, if there is a recorded plat, or otherwise common to the subdivision, if the land is located within a subdivision; valid covenants, conditions, restrictions, easements and mineral reservations of record affecting the land, if any, which are not hereby reimposed; and taxes for 2015 and subsequent years. Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above written. Page | of 3 CPH #140979 Warranty Deed (Donation Parcel) (A1898065xA 3759).doc Signed, sealed and delivered PNL NEW ERA, LLC, a Delaware limited in our presence: liability company wry, N7 Signature of Withess #1 Name: Scott Kocurek . Title: Manager Tenricle AdacH Type/print name of witness Signatee of Witness #2 Type/print nanfe of witness’ STATEOF (eyows couNTY OF ). 1 lee The foregoing instrument was acknowledged before me this 1‘7‘15' day of \ , 2015, by SCOTT KOCUREK, the Manager of PNL NEW ERA, LLC, a Delaware limited liability company, on behalf of the company, who ¢%0) is personally known to me or who () has produced as identification. | S Yo, EMILY R. REEVES S % Notary Public, State of Texas My Commission Expires (Print/Type Name) “‘“:T—Erecember 15, 2015 § NOTARY PUBLIC Commission Number: ;1 O|p, (NOTARIAL SEAL) My Commission Expires:) 7-(5 -5~ Page 2 of 3 CPH #140979 Warranty Deed (Donation Parcel) (A1898065xA3759).doc Exhibit "A" Page 3 of 3 CPH #140979 Warranty Deed (Donation Parcel) (A1898065xA3759).doc TURNLANE DONATION PARCEL * NOT A BOUNDARY SURVEY * SEE SHEET 2 FOR DESCRIPTION AND LINE TABLE T PROPOSED DONATION PARCEL _ \(NOT PART OF THIS SURVEY) 0.06+ AC. e ———— ~ o C 60'RIW) - —_ ©OMMONSs DRIVE WEST (60 7 " - - \ .. 1, n 8 s g 4 S 514'37" E ] c4 g ) ST 7 703/ N 72439 W N 73'22,5 "///// Y alte 1072 52 00 W fg ;§ P.O.B. oIF (TURNLANE DONATION : PARCEL) S ) ‘e@ - PARKWAY PARCEL 1A-2 > PARKWAY PARCEL 1B L;EGNEL\E]RD- (1.67 AC) @//.& (2.46% AC) —4— = DISTANCE NOT TO SCALE . LB. = LICENSED BUSINESS 6 LS. = LICENSED SURVEYOR Sk P.SM. = PROFESSIONAL SURVEYOR AND MAPPER I NORTH O.R. = OFFICIAL RECORDS LAY : + = MORE OR LESS A N R/W = RIGHT OF WAY o § = CENTERLINE Y s o il I —_— SHALL NOT EXTBD 1O Fomer T & ~ 3 ) 8 GULF POWER EASEMENT s GRAPHIC SCALE 2 (OFFICIAL RECORDS BooK ] 0 25 s 100 239 AT PAGE 603) N [ E i ~ " 5’3 ( IN FEET ) N 86'01"23" w — 236.20' = 1 inch = 50' feet S 86'01'23" £ — 97,79 SEE o F(LUOSR/SQ?Y STATE ROAD NoO 30 ENCEMENT DETAIL -, g 4 . SURVEY REPORT: 8 ~ R/W VARIES) 1. NO SEARCH OF THE PUBUC RECORDS WAS DONE BY GUSTIN, COTHERN & TUCKER, INC. VISIBLE EVIDENCE OF EASEMENTS WILL BE SHOWN HEREON, BUT NO CERTIFICATION IS GIVEN THAT EASEMENTS, DEED OVERLAPS, UNDERGROUND IMPROVEMENTS OR APPARENT USES DO NOT EXIST. 2. NO ENVIRONMENTAL JURISDICTIONAL LINES HAVE BEEN DETERMINED BY GUSTIN, COTHERN & TUCKER, INC. 3. TH&I;IIED:AY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF OKALOOSA COUNTY, FL 4. BEARINGS SHOWN HEREON ARE REFERENCED TO FLORIDA STATE PLANE NORTH ZONE, NORTH AVERICAN DATUM OF 1983. 5. THE DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET. 6. THE SURVEY MAP AND SURVEY REPORT ARE NOT FULL & COMPLETE WMITHOUT THE OTHER. PARKWAY PARCEL TURNLANE DONATION PARCEL AT KELLY PLANTATION IN UNDIVIDED TOWNSHIP 2 SOUTH, RANGE 22 WEST, OKALOOSA COUNTY FLORIDA VP % {M\ NOT VALID WATHOUT SURVEY: DESCRIPTION SKETCH THE SIGNATURE AND CLIENT: JP ENGINEERING ALLEN E. TUCKER, P.SM. No.4584 THE ORIGINAL RAISED OR ‘:D‘C‘E\:?Ei N/A ] FB. /A HORACE. WAYNE WALKER, R., P.SM. No.5029 a%é'fi S(:Z[;) "% UFI%\(/)ER%?? DA :UM: NAD 83 JOSHUA P. WOOD, P.S.M. No.6960 AND MAPPER DAY N/A 3/16/2015 © 60T, KC. 201 SHEET GUSTIN, COTHERN & TUCKER, INC. E14095 %r LAND SURVEYING / CIVIL ENGINEERING INDEX 1 (850) 678 - 5141 L.B. #3501 121 HART STREET ~ www.gctengineeringcom NICEVILLE, FL 32678 | 155018 | D: \Temp\AcPublish_12028\E14095-155018 KP Pkwy 1A-2 tumlone DS.dwg B1, 3/17/2015 2:57pm JEvons DESCRIPTION (AS WRITTEN) DONATION PARCEL A PARCEL OF LAND IN UNDIVIDED TOWNSHIP 2 SOUTH, RANGE 22 WEST, OKALOOSA COUNTY, FLORIDA, LYING SOUTH OF AND ADJACENT TO COMMONS DRIVE WEST (60 FOOT WIDE PUBLIC RIGHT-OF—WAY) BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT AN EXISTING CONCRETE MONUMENT (NO NUMBER) MARKING THE SOUTHEAST CORNER OF LOT 4, BLOCK 6 OF SILVER BEACH SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 16 1/2 OF THE PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA; THENCE N 03'58'48"E ON THE EAST LINE OF SAID LOT 4, AND THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 1177.28 FEET TO A POINT OF INTERSECTION WITH THE CENTERLINE OF FLORIDA STATE ROAD 30 (RIGHT-OF—WAY VARIES): THENCE S 86°01'23" E ALONG SAID CENTERLINE, A DISTANCE OF 3848.75 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS 5729.58 FEET; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 320'30", AN ARC DISTANCE OF 334.15 FEET (CHORD BEARING = S 87'41'38" E, CHORD = 334.11 FEET); THENCE DEPARTING SAID CENTERLINE, PROCEED N 00'35'07" E, A DISTANCE OF 100.00 FEET TO A POINT ON THE NORTHERLY RIGHT—OF-WAY LINE OF SAID STATE ROAD, LYING IN A CURVE, CONCAVE NORTHERLY, AND HAVING A RADIUS OF 5629.58 FEET; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING THREE (3) CALLS: 1) ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 3'20'30°, AN ARC DISTANCE OF 328.32 FEET (CHORD BEARING = N 87'41'38"W, CHORD = 328.28 FEET) TO THE POINT OF TANGEQICY: 2) THENCE N 8601'23" W, A DISTANCE OF 97.79 FEET TO THE SOUTHEAST CORNER OF KELLY PLANTATION PARKWAY PARCEL 1A-2; THENCE DEPARTING SAID RIGHT-OF—WAY LINE, PROCEED N 03'58'37" E, A DISTANCE OF 90.57 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 150.00 FEET; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 44°44'20", AN ARC DISTANCE OF 117.13 FEET, (CHORD BEARING = N 26'20'47" E, CHORD = 114.17 FEET), TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 100.00 FEET; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 56'07'36", AN ARC DISTANCE OF 97.96 FEET, (CHORD BEARING = N 20°39'09" E, CHORD = 94.09 FEET), TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N 07°24'39" W, A DISTANCE OF 10.72 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 963.00 FEET, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03'46'08", AN ARC DISTANCE OF 63.35 FEET, (CHORD BEARING = S 81°26'02" W, CHORD = 63.34 FEET), TO A POINT ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 537.00 FEET; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 11°00'39", AN ARC DISTANCE OF 103.20 FEET, (CHORD BEARING = S 8503'17" W, CHORD = 103.04 FEET); THENCE N 73'22'52" W, A DISTANCE OF 52.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF THE AFORESAID COMMONS DRIVE, LYING IN A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 525.00 FEET; THENCE ALONG SAID SOUTHERLY RIGHT-OF—WAY, THE FOLLOWING TWO (2) CALLS: 1) ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 16°28'21", AN ARC DISTANCE OF 150.94 FEET, (CHORD BEARING = N 87°47'08" E, CHORD = 150.42 FEET), TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 975.00 FEET; 2) THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 06°39'50", AN ARC DISTANCE OF 113.40 FEET, (CHORD BEARING = N 82'52'53" E, CHORD = 113,33 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY, PROCEED S 0514'37" E, A DISTANCE OF 0.25 FEET TO A POINT ON A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 37.57 FEET; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 42'49'21", AN ARC DISTANCE OF 28.08 FEET, (CHORD BEARING = S 60°07'19" W, CHORD = 27.43 FEET), TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 963.00 FEET; THENCE ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 01'25'59", AN ARC DISTANCE OF 24.02 FEET, (CHORD BEARING = S 84'01'59" W, CHORD = 24.02 FEET) TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.06 ACRES, MORE OR LESS. PARKWAY PARCEL 1B A=328.32' £ R=5629.58' COMMENCEMENT _ PARKWAY - DETAIL PARCEL 1A—2 =328.28' (NOT TO SCALE) PARKWAY PARCEL 1B PARKWAY PARCEL 1C \ R/ N 86'01°23" W /W A=334.15' - R=5729.58' FERENCE BE, D=0320'30" S 86'0123% g/ \ING) B=S 87'41'38" E C=334.17" LOT 4 \ 7"100.00' 8" E CURVE TABLE EAST LINE oF N 0358’ CURVE# | RADIUS | LENGTH | DELTA |CHORD | BEARING C1 525.00" 87.28' | 9'31'30" | 87.18" S 79'12'56" E c2 963.00" 63.35' | 3'46'08" | 63.3¢' [N 81'26'02" E EXISTING PERMANENT C3 | 537.00' | 103.20' | 11'00'39" [ 103.04' |s 850317 W CONCRETE REFERENCE : " Fr— : AR MONUMENT (NO c4 525.00' | 150.94' | 16'28'21" | 150.42' | N 87'47'08" E IDENTIFICATION) MARKING C5 | 975.00' | 113.40' | 6'39'50" - — BEITICATION) (URKING 6'39'50" | 113.33 | N 82'52'53" E 4, BLOCK 6, SILVER c6 3757 | 28.08' |4249'21" | 27.43 | 60'07'19" W BEACH SUBDIVISION (PLAT - R e BOOK 1, PAGE 16 1/2) c7 963.00' | 24.02' | 1'25'59" | 24.02° |N 8401'59" E SEE SHEET 1 FOR PLAN VIEW GUSTIN, COTHERN & TUCKER, INC. [E74095| & LAND SURVEYING / CIVIL ENGINEERING 2 (850) 678 - 5141 L.B. #3501 INDEX 121 HART STREET www.gctengineering.com NICEVILLE, FL 32578