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NOTICE OF SALE
IN THE CIRCUIT COURT OF THE TENTH JUDICIAL CIRCUIT IN AND FOR POLK COUNTY, FLORIDA
Case No.: 2023CA-4614
Section: 11
STARLING MORTGAGE GROUP, LLC
Plaintiff, vs.
SHANDIZ PARK INC., JOE G. TEDDER, TAX COLLECTOR, for Polk County, Florida
Defendants.
NOTICE IS HEREBY GIVEN that pursuant to a Final Judgment of Foreclosure entered on January 18, 2024, in this case in the Circuit Court of Polk County, Florida, the real property described as:
Lot 3
COMMENCE AT THE SOUTHEAST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 23 EAST; THENCE N89°57'35”W 220.79 FEET TO THE EASTERLY RIGHT-OFWAY LINE OF STATE ROAD 37; THENCE S 00°29'27”E ALONG SAID EASTERLY RIGHT-OF-WAY LINE 0.26 FEET; THENCE N89°30'33”E 146.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWESTERLY HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 23°47'39”; THENCE NORTHEASTERLY ALONG SAID CURVE 83.06 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEASTERLY HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 07°49'12”; THENCE NORTHEASTERLY ALONG SAID CURVE 27.30 FEET; THENCE S00°29'27”E 10.42 FEET TO THE POINT OF BEGINNING; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE SOUTHEASTERLY HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 16°50'22”; THENCE NORTHEASTERLY ALONG SAID CURVE 55.84 FEET; THENCE
N89°30'33”E 70.60 FEET; THENCE S00°29'27”E 185.37 FEET; THENCE S89°30'33”W 125.64 FEET; THENCE N00°29'27”W 177.22 FEET TO THE POINT OF BEGINNING. SUBJECT TO A DRAINAGE AND UTILITY EASEMENT OVER THE NORTH 20.00 FEET AND THE SOUTH 5.00 FEET.
TOGETHER WITH AND SUBJECT TO AN INGRESS EGRESS UTILITY AND DRAINAGE EASEMENT RESERVED BY THE GRANTOR AND/OR ITS SUCCESSORS AND ASSIGNS DESCRIBED AS: COMMENCE AT THE SOUTHWEST CORNER OF TRACT D OF TWIN LAKES AT CHRISTINA PHASE ONE AS RECORDED IN PLAT BOOK 111 PAGES 40 AND 41 PUBLIC RECORDS OF POLK COUNTY, FLORIDA AND RUN THENCE N89°30'33E ALONG THE BOUNDARY OF TRACT D, 146.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 19°22'19”, RUN THENCE ALONG SAID CURVE AN ARC DISTANCE OF 67.62 FEET; RUN THENCE S00°29'27E 10.57 FEET TO THE POINT OF BEGINNING; CONTINUE S00°29'27”E 175.75 FEET; RUN THENCE N89°30'33”E 10.00 FEET; RUN THENCE S00°29'27”E 141.51 FEET; RUN THENCE N89°30'33”E 40.00 FEET; RUN THENCE N00°29'27”W 335.08 FEET TO A POINT ON THE BOUNDARY OF SAID TRACT D, SAID POINT LYING ON A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET, A CENTRAL ANGLE OF 10°04'52” AND WHOSE CHORD BEARS S70°45'20”W, RUN THENCE ALONG SAID CURVE AND ARC DISTANCE OF 33.43 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 210.00 FEET AND A CENTRAL ANGLE OF 5°22'44”, RUN THENCE ALONG SAID CURVE AND ARC DISTANCE OF 19.71 FEET TO THE POINT OF BEGINNING.
AND
Lot 4
COMMENCE AT THE SOUTHEAST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH RANGE 23 EAST; THENCE N89°57'35”W 220.79 FEET TO THE EASTERLY RIGHT-OFWAY LINE OF STATE ROAD 37; THENCE S00°29'27”E ALONG SAID EASTERLY RIGHT-OF-WAY LINE 0.26 FEET; THENCE N 89°30'33”E 146.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWESTERLY HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 23°47'39”; THENCE NORTHEASTERLY ALONG SAID CURVE 83.06 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEASTERLY HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 23°47'39”; THENCE NORTHEASTERLY ALONG SAID CURVE 83.06 FEET TO THE POINT OF TANGENCY; THENCE N89°30'33”E 70.60 FEET; THENCE S00°29'27”E 10.00 FEET TO THE POINT OF BEGINNING; THENCE N89°30'33”E 125.64 FEET; THENCE S00°29'27”E 185.37 FEET; THENCE S89°30'33”W 125.64 FEET; THENCE N00°29'27”W 185.37 FEET TO THE POINT OF BEGINNING. SUBJECT TO A DRAINAGE EASEMENT OVER THE NORTH 20.00 FEET AND THE SOUTH 5.00 FEET THEREOF RESERVED BY THE GRANTOR AND/OR ITS SUCCESSORS AND ASSIGNS.
AND
Lot 6
COMMENCE AT THE SOUTHEAST CORNER OF SECTION 23, TOWNSHIP 29 SOUTH, RANGE 23 EAST; THENCE N89°57'35”W 220.79 FEET TO THE EASTERLY RIGHT-OFWAY LINE OF STATE ROAD 37; THENCE S00°29'27”E ALONG SAID EASTERLY RIGHT-OF-WAY LINE 0.26 FEET; THENCE N89°30'33”E 146.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWESTERLY HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 19°22'19”; THENCE NORTHEASTERLY ALONG SAID CURVE 67.62 FEET; THENCE S00°29'27”E 10.57 FEET TO A POINT OF BEGINNING; SAID POINT ALSO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWESTERLY HAVING A RADIUS OF 210.00 FEET AND A CENTRAL ANGLE OF 05°22'44”; THENCE NORTHEASTERLY ALONG SAID CURVE 19.71 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTHEASTERLY HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 06°57'17”; THENCE NORTHEASTERLY ALONG SAID CURVE 23.06 FEET; THENCE S00°29'27”E 177.22 FEET; THENCE N89°30'33”E 376.91 FEET; THENCE S00°29'27”E 296.65 FEET; THENCE S89°30'33”W 366.91 FEET; THENCE N00°29'27”W 141.51 FEET; THENCE S89°30'33”W 40.00 FEET; THENCE N00°29'27”W 141.51 FEET; THENCE S89°30'33”W 10.00 FEET; THENCE N00°29'27”W 175.75 FEET TO THE POINT OF BEGINNING. SUBJECT TO A DRAINAGE EASEMENT OVER THE NORTH 5.00 FEET, A WETLAND BUFFER EASEMENT 25.00' NORTH OF THE WETLAND TOGETHER WITH AND SUBJECT TO AN INGRESS EGRESS UTILITY AND DRAINAGE EASEMENT RESERVED BY GRANTOR AND/OR ITS SUCCESSORS AND ASSIGNS DESCRIBED AS: COMMENCE AT THE SOUTHWEST CORNER OF TRACT D OF TWIN LAKES AT
CHRISTINA PHASE ONE AS RECORDED IN PLAT BOOK 111 PAGES 40 AND 41 PUBLIC RECORDS OF POLK COUNTY, FLORIDA AND RUN THENCE N89°30'33”E ALONG THE BOUNDARY OF TRACT D, 146.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT AND HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 19°22'19”, RUN THENCE ALONG SAID CURVE AN ARC DISTANCE OF 67.62 FEET; RUN THENCE S00°29'27”E 10.57 FEET TO THE POINT OF BEGINNING; CONTINUE S00°29'27”E 175.75 FEET; RUN THENCE N89°30'33”E 10.00 FEET; RUN THENCE S00°29'27”E 141.51 FEET; RUN THENCE N89°30'33”E 40.00 FEET; RUN THENCE N00°29'27”W 335.08 FEET TO A POINT ON THE BOUNDARY OF SAID TRACT D, SAID POINT LYING ON A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET, A CENTRAL ANGLE OF 10°04'52” AND WHOSE CHORD BEARS
S70°45'20”W, RUN THENCE ALONG SAID CURVE AND ARC DISTANCE OF 33.43 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 210.00 FEET AND CENTRAL ANGLE OF 5°22'44”, RUN THENCE ALONG SAID CURVE AND ARC DISTANCE OF 19.71 FEET TO THE POINT OF BEGINNING.
Parcel Details: 23-29-25-000000-033030
will be sold at public sale, to the highest and best bidder for cash, on-line at
www.polk.realforeclose.com, on February 22, 2024, at 10:00 a.m.
Any person claiming an interest in the surplus from the sale, if any, other than the property owner as of the date of the Lis Pendens, must file a claim within sixty (60) days after the sale.
If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Office of the Court Administrator, 255 N. Broadway Avenue, Bartow, Florida 33830, (863) 534-4686, at least 7 days before your scheduled court appearance, or immediately upon receiving this notification if the time before the scheduled appearance is less than 7 days; if you are hearing or voice impaired, call 711.
DATE: January 24, 2024
Gregory A. Sanoba, Esquire
Florida Bar No. 955930
[email protected]
THE SANOBA LAW FIRM
422 South Florida Avenue
Lakeland, Florida 33801
Telephone: 863/683-5353
Facsimile: 863/683-2237
Attorney for Plaintiff
February 2, 9, 2024 24-00134K