Submitted By: Breah Miller
presenter
Presentation By: Endira Madraveren
end
Department: Growth Management
FORMAL TITLE:
title
Resolution 2026-3 amending Resolution 2021-20 the Winding Oaks Planned Development (PD) Plan (master signage plan) and PD Standards Book for property located at 4090 SW 66th Street, approximately 960.59 acres, excluding the Jaguar property (parcel# 35512-001-03)
end
OCALA’S RELEVANT STRATEGIC GOALS:
Quality of Place
PROOF OF PUBLICATION:
N/A
body
BACKGROUND:
• Petitioner: KL Winding Oaks, LLC
• Property Owner: KL Winding Oaks, LLC and Sequel Holdings Limited Partnership
Key Points:
This request is to amend the Planned Development (PD) Plan, which includes the Master Signage Plan and Standards Book, to provide for an updated master sign plan that was approved and adopted by City Council as part of Resolution 2021-20. All other portions of the PD Plan and Standards Book remain unchanged. Further, the proposed PD amendment excludes the Jaguar Auto Dealership property (parcel# 35512-001-03). The proposed PD amendment includes the following specific revisions:
• PD Plan Amendment - Replaces the existing Master Signage Plan, Sheet COO4 of the PD Plan, with a new Master Signage Plan that provides location, sign type, dimensions, and design standards for all signage within the Winding Oaks PD.
• PD Standards Book Amendment - Removes language that states, “The tree motif shown in the PD Plan will be consistent throughout the PD area” on Page 6 of the PD Standards to provide consistency with the Standards Book and the PD Plan, Master Sign Plan.
No other changes are proposed to the PD Plan or Standards Book.
The following calendar of events provides a history of the events, adoption, and subsequent amendments related to the Winding Oaks Planned Development (PD):
• On October 17, 2017, Resolution 2018-1 was adopted, which approved the Conceptual PD with associated PD Guidelines for the westernmost 446 acres.
• In 2019, our Code was amended to combine the PUD and PD processes, necessitating additional steps for the Winding Oaks PD.
• On October 15, 2019, Resolution 2020-2 was adopted, amending the PD Plan and PD Standards book for the westernmost 446 acres.
• On April 20, 2021, Resolution 2021-20 was adopted, including all 960.48 acres of what we all know now as Winding Oaks and excluding the Jaguar auto dealership and School Board property.
PD Plan and Standards Book Details:
The amended Master Sign Plan for the Winding Oaks Planned Development includes 55 sign locations throughout the area. These signs consist of various types, such as primary and secondary entry monuments, multi-tenant and single-tenant signs, tertiary monuments, and directional signage. According to the amended PD Standards Book, all signage must adhere to the approved Master Sign Plan and regulations in Chapter 110 of the Land Development Regulations. This amendment does not alter any other development standards or land uses from the approved Winding Oaks PD Plan.
It is noted that the Jaguar property (parcel# 35512-001-03) is excluded from this PD plan amendment consistent with Resolution 2021-20. The existing master sign plan and tree motif language previously approved will continue to apply to parcel # 35512-001-03.
Planning & Zoning Commission Meeting
Staff presented a PowerPoint outlining the proposed amendment to the Winding Oaks Planned Development (PD) Master Signage Plan. Based on questions, staff confirmed that the amendment was limited to signage and does not alter or change the remainder of the previously approved PD plan. One public comment was received at the meeting relating to buffering, which is not a subject of the proposed amendment.
Following the discussion, the Planning and Zoning Commission voted six to zero to recommend approval of the amendment.
FINDINGS AND CONCLUSIONS:
• The proposed amendment is consistent with the Comprehensive Plan and Land Development Regulations.
• The amendment excludes the Jaguar Auto Dealership property from the amendment.
• The scope of the amendment is limited to signage for the PD, including a new sign master plan (Sheet C004 of the PD Plan).
• The amendment will have no impact on the previously approved, future land use classification, zoning classification, or Level of Service.
• The proposed Master Signage Plan is incorporated into the PD Plan and PD Standards Book:
o Removes the language that states, “The tree motif shown in the PD Plan will be consistent throughout the PD area” on Page 6 of the PD Standards.
o Replaces the existing Master Signage Plan with a new Master Signage Plan that depicts location and new design standards for all signage within the Winding Oaks PD.
• The proposed amendment is not anticipated to alter the project’s impact on Levels of Service.
Staff recommends approval.
FISCAL IMPACT:
N/A
LEGAL REVIEW:
This Agreement will be reviewed and approved for form and legality by City Attorney, William E. Sexton.
ALTERNATIVE:
• Approve with Changes
• Table
• Deny
RESOLUTION 2026-3
A RESOLUTION APPROVING AN AMENDMENT TO THE PLANNED DEVELOPMENT (PD) MASTER SIGNAGE PLAN AND ASSOCIATED PD STANDARDS BOOK (WINDING OAKS PD) AS PREVIOUSLY ADOPTED BY RESOLUTION 2021-20, FOR PROPERTY LOCATED AT 4090 SW 66th STREET (PARCELS 35512-001-00, 35512-002-00, 35512-001-04, & 35512-001-07, 35512-001-08, 35512-001-09, & 35512-001-10), APPROXIMATELY 960.59 ACRES (CASE NO. PD20-0007), EXCEPTING PARCEL 35512-001-03 FROM THE AMENDMENT.
Whereas, KL Winding Oaks, LLC (the “applicant”) submitted a PD Plan (Case PD20-0007) and Standards Book for property located at 4090 SW 66th Street, approximately 960.59 acres to develop a mixed- use development consisting of commercial, single- family residential and multi- family residential; and
Whereas, as associated Ordinance 2019-28 amended the zoning map of the City of Ocala changing parcels from PUD, Planned Unit Development & PD, Planned Development, to PD, Planned Development; and
Whereas, the City Council adopted Resolution 2020-2 establishing the PD Plan, Master Signage Plan, and Standards for development for the construction of mixed- used development, including commercial, residential, and multi- family; and
Whereas, the City Council adopted Resolution 2021-20 revising the PD Plan, Master Signage Plan, and Standards for development for the construction of mixed- used development, including commercial, residential, and multi- family, excepting Parcel #35512-001-03 from the amendment; and
Whereas, the applicant submitted an amendment to the Master Signage Plan and Standards Book (Case PD20-007) requesting to remove the language that states, “The tree motif shown in the PD Plan will be consistent throughout the PD area”, and replace the existing Master Signage Plan with a new Master Signage Plan that depicts location and new design standards for all signage within the Winding Oaks PD excepting Parcel #35512-001-03 from the amendment; and
Whereas, on September 8, 2025, the Planning and Zoning Commission recommended approval of the applicant’s request by a 6 to 0 vote.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OCALA, FLORIDA, in regular session duly assembled as follows:
1. The City of Ocala does hereby approve the amended Winding Oaks Master Sign plan (Exhibit “A”) and PD standards book (Exhibit “B”).
2. The effective date for this resolution will be ____, 2025.
3. The approved Master Signage plan and associated PD standards book shall apply to the following described land located in Ocala, Marion County, Florida, to wit:
A PORTION OF LAND LYING IN SECTION 9, TOWNSHIP 16 SOUTH, RANGE 21, EAST,
MARION COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PORTION OF LAND LYING IN SECTIONS 9 AND 10, TOWNSHIP 16 SOUTH, RANGE 21 EAST, MARION COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 9; THENCE ALONG THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 9, S.00°31'56"W., 40.16 FEET TO THE SOUTH RIGHT OF WAY LINE OF S.W. 66TH STREET PER MARION COUNTY BOARD OF COUNTY COMMISSIONERS ENGINEERING DEPARTMENT MAINTENANCE MAP AS RECORDED IN ROAD MAP BOOK 2, PAGES 37 THROUGH 41, INCLUSIVE OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF S.W. 66TH STREET THE FOLLOWING TWO (2) COURSES, (1.) S.89°00'21"E., 2,643.86 FEET; (2.) THENCE S.88°51'31"E., 1,297.70 FEET TO THE EASTERLY BOUNDARY OF THE WEST ½ OF THE NORTHEAST 1/4 OF SAID SECTION 10; THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE OF S.W. 66TH STREET, ALONG SAID EASTERLY BOUNDARY S.00°33'30"W., 2,607.30 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 10; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG THE EASTERLY BOUNDARY OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 10, THE FOLLOWING TWO (2) COURSES, (1.) S.00°25'04"W., 150.55 FEET; (2.) THENCE S.00°33'32"W., 1,174.61 FEET TO THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 10; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG THE SOUTHERLY BOUNDARY OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 10, N.89°10'47"W., 1,309.46 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 10; THENCE DEPARTING SAID SOUTHERLY BOUNDARY, ALONG THE SOUTHERLY BOUNDARY OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 10, N.89°09'56"W., 1,315.67 FEET TO THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 10; THENCE DEPARTING SAID SOUTHERLY BOUNDARY, ALONG THE EASTERLY BOUNDARY OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 10, S.00°38'06"W., 1,280.09 FEET TO THE NORTHERLY MAINTENANCE RIGHT OF WAY LINE OF S.W. 80TH STREET (RIGHT OF WAY WIDTH VARIES); THENCE DEPARTING SAID EASTERLYBOUNDARY, ALONG SAID NORTHERLY MAINTENANCE RIGHT OF WAY LINE OF S.W. 80TH STREET THE FOLLOWING SEVEN (7) COURSES, (1.) N.89°53'05"W., 1,313.62 FEET; (2.) THENCE S.00°43'59"W., 7.89 FEET; (3.) THENCE N.89°58'09"W., 2,643.80 FEET; (4.) THENCE N.89°57'43"W., 621.74 FEET; (5.) THENCE S.01°44'53"E., 0.43 FEET; (6.) THENCE N.89°53'40"W., 821.77 FEET; (7.) THENCE N.89°52'09"W., 1,098.87 FEET TO THE EASTERLY RIGHT OF WAY LINE OF S.W. 60TH AVENUE PER MARION COUNTY BOARD OF COUNTY COMMISSIONERS ENGINEERING DEPARTMENT CONSTRUCTED RIGHT OF WAY MAP, PROJECT # FY 96/97 43,200-C; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE OF S.W. 80TH STREET, ALONG SAID EASTERLY RIGHT OF WAY LINE OF S.W. 60TH AVENUE THE FOLLOWING FOUR (4) COURSES, (1.) N.36°27'25"W., 124.68 FEET; (2.) THENCE N.00°24'51"E., 1,072.30 FEET; (3.) THENCE N.00°28'46"E., 1,466.14 FEET; (4.) THENCE N.00°35'29"E., 1,154.41 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF S.R. 200 PER FLORIDADEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 36100-2521, DATED 06/14/1994 (RIGHT OF WAY WIDTH VARIES); THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE OF S.W. 60TH AVENUE, ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE OF S.R. 200 THE FOLLOWING THREE (3) COURSES, (1.) N.41°48'13"E., 1,380.20 FEET; (2.) THENCE N.43°22'03"W., 2.96 FEET; (3.) THENCE N.41°48'24"E., 579.14 FEET TO THE AFORESAID SOUTHERLY RIGHT OF WAY LINE OF S.W. 66TH STREET; THENCE DEPARTING SAID SOUTHEASTERLY RIGHT OF WAY LINE OF S.R. 200, ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF S.W. 66TH STREET THE FOLLOWING FIVE (5) COURSES, (.1) THENCE N.79°10'56"E., 20.99 FEET; (2.) THENCE S.89°48'30"E., 1,312.50 FEET; (3.) THENCE S.89°48'41"E., 84.99 FEET; (4.) THENCE S.89°47'51"E., 1,278.07 FEET; (5.) THENCE S.89°47'49"E., 1,277.93 FEET TO THE POINT OF BEGINNING SAID LANDS CONTAINING 1,008.97 ACRES, MORE OR LESS.
LESS AND EXCEPT PART 'B' WATER RETENTION AREA:
COMMENCE AT THE POINT OF INTERSECTION OF THE BASE LINE SURVEY OF STATE ROAD NO. 200 AND THE WEST LINE OF SECTION 9, TOWNSHIP 16 SOUTH, RANGE 21 EAST, MARION COUNTY, FLORIDA, SAID POINT BEING 1270.49 FEET N.00°11'53"E. OF THE WEST 1/4 CORNER OF SAID SECTION 9 AS SHOWN ON STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION NO. 36100-2521; THENCE N.41°33'00"E., ALONG SAID BASE LINE OF SURVEY, 500.79 FEET; THENCE S.47°45'44"E. 99.01 FEET TO A POINT ON THE NEW RIGHT OF WAY LINE OF STATE ROAD NO. 200 AS DESCRIBED AND LOCATED IN PART 'A' ABOVE, SAID POINT BEING 99.00 FEET SOUTHEASTERLY OF AS MEASURED PERPENDICULAR TO SAID BASE LINE AND ALSO BEING THE SOUTHWESTERLY CORNER OF A STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 30 FOOT STORM SEWER EASEMENT AND MAINTENANCE ROAD RIGHT OF WAY AS SHOWN ON SAID RIGHT OF WAY MAP; THENCE CONTINUE S.47°45'44"E., ALONG THE SOUTHERLY LINE OF SAID EASEMENT 222.93 FEET; THENCE N.85°46'34"E., CONTINUING ALONG SAID SOUTHERLY EASEMENT LINE, 410.43 FEET FOR THE POINT OF BEGINNING: SAID POINT BEING ON A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 158.16 FEET, A CENTRAL ANGLE OF 52°16'21" AND A CHORD BEARING OF N.16°51'39"E.; THENCE FROM A TANGENT BEARING OF N.09°16'32"W., RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE 144.29 FEET TO THE POINT OF TANGENCY; THENCE N.42°59'49"E. 119.59 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 81.56 FEET, A CENTRAL ANGLE OF 53°07'03" AND A CHORD BEARING OF N.69°33'21"E; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, 75.61 FEET TO A POINT OF NON-TANGENCY; THENCE S.58°17'34"E. 299.45 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 254.02 FEET, A CENTRAL ANGLE OF 72°57'02" AND A CHORD BEARING OF S.39°00'17"W; THENCE FROM A TANGENT BEARING OF S.02°31'46"W., RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE 323.42 FEET TO A POINT OF NON- TANGENCY; THENCE S.86°05'47"W. 50.16 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 338.62 FEET, A CENTRAL ANGLE OF 43°57'44" AND A CHORD BEARING OF N.53°56'40"W; THENCE FROM A TANGENT BEARING OF N.75°55'32"W., RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE 259.82 FEET TO A POINT OF NON-TANGENCY AND THE POINT OF BEGINNING.
ALS0 LESS AND EXCEPT 25’ PARCEL:
COMMENCE AT THE INTERSECTION OF THE NORTHERLY BOUNDARY OF PARCEL 1 WITH THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 200, THENCE RUNNING EASTERLYALONG THE NORTHERN BOUNDARY OF PARCEL 1 A DISTANCE OF 2010 FEET, THENCE SOUTH 25.0 FEET, THENCE WESTERLY ON A LINE 25 FEET SOUTH OF, AND PARALLEL TO, THE NORTHERLY BOUNDARY OF PARCEL 1 TO THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 200, THENCE NORTHEASTERLY ALONG THE EASTERLY BOUNDARY OF STATE ROAD 200 TO THE POINT OF COMMENCEMENT. SAID LANDS CONTAINING 1.15 ACRES, MORE OR LESS.
ALSO LESS AND EXCEPT JAGUAR - LANDROVER OF OCALA:
(PER OFFICIAL RECORDS BOOK 6728, PAGE 1041)
A PORTION OF LAND LYING IN SECTION 9, TOWNSHIP 16 SOUTH, RANGE 21,
EAST, MARION COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 9; THENCE ALONG
THE EAST BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 9,
S.00°31'56"W., 40.16 FEET TO THE SOUTH RIGHT OF WAY LINE OF S.W. 66 STREET
PER MARION COUNTY BOARD OF COUNTY COMMISSIONERS ENGINEERING
DEPARTMENT MAINTENANCE MAP AS RECORDED IN ROAD MAP BOOK 2,
PAGES 37 THROUGH 41, INCLUSIVE OF THE PUBLIC RECORDS OF MARION
COUNTY, FLORIDA; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG
SAID SOUTHERLY RIGHT OF WAY LINE OF S.W. 66TH STREET THE FOLLOWING
FIVE (5) COURSES, (1.) N.89°47'49"W., 1,277.93 FEET; (2.) THENCE N.89°47'51" W.,
1278.08 FEET; (3.) THENCE N.89°48'41"W., 84.99 FEET; (4.) THENCE N.89°48'30"W.,
1,312.50 FEET; (5.) THENCE S.79°10'56"W., 20.99 FEET TO THE SOUTHEASTERLY
RIGHT OF WAY LINE OF S.R. 200 PER FLORIDA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY MAP, SECTION 36100-2521, DATED 06/14/1994
(RIGHT OF WAY WIDTH VARIES); THENCE DEPARTING SAID SOUTHERLY RIGHT
OF WAY LINE OF S.W. 66TH STREET, ALONG SAID SOUTHEASTERLY RIGHT OF
WAY LINE OF S.R. 200, S.41°48'24"W., 415.75 FEET TO THE POINT OF BEGINNING.
THENCE DEPARTING SAID SOUTHEASTERLY RIGHT OF WAY LINE OF S.R. 200,
S.48°43'58"E., 573.43 FEET; THENCE S.41°16'02"W., 211.13 FEET TO THE BEGINNING
OF A NON- TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF
470.00 FEET, A CENTRAL ANGLE OF 19°50'32", AND A CHORD BEARING AND
DISTANCE OF N.70°18'23"W., 161.95 FEET; THENCE WESTERLY ALONG THE ARC
OF SAID CURVE, A DISTANCE OF 162.77 FEET TO A POINT OF TANGENCY;
THENCE N.80°13'39"W., 150.14 FEET TO A POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 370.00 FEET, A CENTRAL
ANGLE OF 32°01'52", AND A CHORD BEARING AND DISTANCE OF N.64°12'43"W.,
204.16 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, A
DISTANCE OF 206.85 FEET TO A POINT OF TANGENCY; THENCE N.48°11'47"W.,
98.88 FEET TO THE AFORESAID SOUTHEASTERLY RIGHT OF WAY LINE OF S.R.
200; THENCE ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE OF S.R. 200
THE FOLLOWING THREE (3) COURSES, (1.) N.41 °48'13"E., 239.03 FEET; (2.)
THENCE N.43°22'03"W., 2.96 FEET; (3.) THENCE N.41°48'24"E., 163.39 FEET TO THE
POINT OF BEGINNING.
ALSO LESS AND EXCEPT MARION COUNTY SCHOOL BOARD PARCEL:
(PER OFFICIAL RECORDS BOOK 7196, PAGE 953)
A PORTION OF THE N.W. 1/4 OF SECTION 10, TOWNSHIP 16 SOUTH, RANGE 21 EAST,
MARION COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE WEST 1/4 CORNER OF SAID SECTION 10; THENCE ALONG THE SOUTH BOUNDARY OF THE N.W. 1/4 OF SAID SECTION 10, S.89°07'24"E., A DISTANCE OF 1644.73 FEET; THENCE DEPARTING SAID SOUTH BOUNDARY, N.00°52'36"E., A DISTANCE OF 158.53 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF S.W. 49TH AVENUE (BEING A 120 FOOT PROPOSED RIGHT OF WAY), SAID POINT BEING THE POINT OF BEGINNING. THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, N.30°08'30'W., A DISTANCE OF 1166.50 FEET; THENCE N.29°51'30"E., A DISTANCE OF 438.57 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF A 120 FOOT PROPOSED RIGHT OF WAY, SAID POINT BEING ON A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 2023.00 FEET, A CENTRAL ANGLE OF 35°53'04" AND A CHORD BEARING AND DISTANCE OF S.48°05'02"E., 1246.40 FEET; THENCE SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE AND PROPOSED RIGHT OF WAY, A DISTANCE OF 1267.01 FEET TO A POINT OF TANGENCY; THENCE CONTINUE ALONG SAID PROPOSED RIGHT OF WAY, S.30°08'30”E., A DISTANCE OF 200.00 FEET TO A POINT ON AFOREMENTIONED NORTHERLY RIGHT OF WAY LINE OF S.W. 49TH AVENUE; THENCE DEPARTING SAID SOUTHWESTERLY PROPOSED RIGHT OF WAY, ALONG THE NORTHERLY RIGHT OF WAY LINE OF S.W. 49TH AVENUE, S.59°51'30'W., A DISTANCE OF 763.78 FEET TO THE POINT OF BEGINNING.
ALSO LESS AND EXCEPT S.W. 49TH AVENUE AS DESCRIBED IN OFFICIAL RECORDS BOOK 6933, PAGE 1892, OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA.
PHASE 3, RIGHT OF WAY
ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN SECTION 9 AND SECTION 10, TOWNSHIP 16 SOUTH, RANGE 21 EAST OF THE TALLAHASSEE BASE MERIDIAN, MARION COUNTY, FLORIDA. SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SECTION 10, TOWNSHIP 16 SOUTH, RANGE21 EAST;
THENCE, SOUTH 89°00'43" EAST, ALONG THE NORTH LINE OF SAID SECTION 10, A
DISTANCE OF 971.97 FEET; THENCE, LEAVING THE NORTH LINE OF SAID SECTION 10, SOUTH 00°59'17" WEST A DISTANCE OF 87.09 FEET TO THE SOUTH LINE OF SW 66th STREET AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
THENCE, BEARING SOUTH 87°23'32" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 162.65 FEET TO A POINT; THENCE, LEAVING SAID SOUTH LINE, BEARING SOUTH 46°20'21" WEST, A DISTANCE OF 5.95 FEET TO A POINT; THENCE, BEARING SOUTH 02°36'28" WEST, A DISTANCE OF 169.52 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,988.00 FEET, A CENTRAL ANGLE OF 01°09'09", A CHORD LENGTH OF 39.99 FEET, A CHORD BEARING OF SOUTH 03°11'02" WEST; THENCE, SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 39.99 FEET TO A POINT; THENCE, BEARING SOUTH 18°34'43" WEST, A DISTANCE OF 53.48 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,975.00 FEET, A CENTRAL ANGLE OF 10°47'19", A CHORD LENGTH OF 371.34 FEET, A CHORD BEARING OF SOUTH 10°39'16" WEST; THENCE, SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 371.89 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A COMPOUND CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2,148.00 FEET, A CENTRAL ANGLE OF 43°48'34", A CHORD LENGTH OF 1,602.69 FEET, A CHORD BEARING OF SOUTH 37°57'13" WEST; THENCE, SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 1,642.41 FEET TO A POINT; THENCE, BEARING SOUTH 59°51'30" WEST, A DISTANCE OF 1,162.73 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2,018.00 FEET, A CENTRAL ANGLE OF 59°17'48", A CHORD LENGTH OF 1,996.51 FEET, A CHORD BEARING OF SOUTH 30°12'36" WEST; THENCE, SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 2,088.48 FEET TO A POINT; THENCE, BEARING SOUTH 00°33'42" WEST, A DISTANCE OF 889.42 FEET TO A POINT; THENCE, BEARING SOUTH 89°35'51" EAST, A DISTANCE OF 592.39 FEET TO A POINT; THENCE, BEARING SOUTH 00°37'39" WEST, A DISTANCE OF 38.70 FEET TO A POINT ON THE NORTH LINE OF SW 80th STREET; THENCE, BEARING NORTH 89°39'53" WEST, ALONG SAID NORTH LINE OF SW 80th STREET, A DISTANCE OF 1313.58 FEET TO A POINT ON THE EAST LINE OF SECTION 9, TOWNSHIP 16 SOUTH, RANGE 21 EAST; THENCE CONTINUE ALONG SAID NORTH LINE OF SW 80th STREET, BEARING SOUTH 89°53'56" WEST, A DISTANCE OF 396.97 FEET TO A POINT; THENCE LEAVING SAID NORTH LINE, BEARING NORTH 00°06'04" WEST, A DISTANCE OF 27.82 FEET TO A POINT; THENCE, BEARING NORTH 88°06'24" EAST, A DISTANCE OF 397.39 FEET TO A POINT; THENCE, BEARING SOUTH 89°35'51" EAST, A DISTANCE OF 583.47 FEET TO A POINT; THENCE, BEARING NORTH 00°33'42" EAST, A DISTANCE OF 259.04 FEET TO A POINT; THENCE, BEARING NORTH 15°08'09" EAST, A DISTANCE OF 51.66 FEET TO A POINT; THENCE, BEARING NORTH 00°33'42" EAST, A DISTANCE OF 580.76 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2,143.00 FEET, A CENTRAL ANGLE OF 59°17'48", A CHORD LENGTH OF 2,120.18 FEET, A CHORD BEARING OF NORTH 30°12'36" EAST; THENCE, NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 2,217.84 FEET TO A POINT; THENCE, BEARING NORTH 59°51'30" EAST, A DISTANCE OF 1,162.73 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2,023.00 FEET, A CENTRAL ANGLE OF 43°48'34", A CHORD LENGTH OF 1,509.42 FEET, A CHORD
BEARING OF NORTH 37°57'13" EAST; THENCE, NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 1,546.83 FEET TO A POINT; SAID POINT BEING THE BEGINNING OF A COMPOUND CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1,850.00 FEET, A CENTRAL ANGLE OF 13°26'28", A CHORD LENGTH OF 433.00 FEET, A CHORD BEARING OF NORTH 09°19'42" EAST; THENCE, NORTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 433.99 FEET TO A POINT; THENCE, BEARING NORTH 02°36'28" EAST, A DISTANCE OF 154.44 FEET TO A POINT; THENCE, BEARING NORTH 44°03'53" WEST, A DISTANCE OF 28.23 FEET TO THE POINT OF BEGINNING.
THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 875,199 SQUARE FEET OR 20.09 ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS CONTAINED WITHIN THE CHAIN OF TITLE.
1. A certified copy of the Resolution shall be recorded by the Clerk of the City of Ocala in the public records of Marion County, Florida.
This resolution adopted this ______ day of ______________________, 2025.
.
ATTEST: CITY OF OCALA
By: By:
Angel B. Jacobs Kristen M. Dreyer
City Clerk President, Ocala City Council
Approved as to form and legality:
By: _________________________________
William E. Sexton
City Attorney