Submitted By: Breah Miller
presenter
Presentation By: Breah Miller
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Department: Growth Management
STAFF RECOMMENDATION (Motion Ready):
title
Resolution to consider the amendment to a Planned Development Plan and Standards Book for property located at 3661 SW 60th Avenue and 5800 SW 31st Street (Parcel 23817-002-00 and 23817-002-02), approximately 61.4 acres (Case PD22-44929) (Quasi-Judicial)
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OCALA’S RELEVANT STRATEGIC GOALS:
Quality of Place.
PROOF OF PUBLICATION:
N/A
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BACKGROUND:
• Applicant: TBMI II, LLC
• Property Owner: TBMI II, LLC
• Agent: Jameson A. Fredrick, P.E., Kimley-Horn & Associates, Inc.
Key Points:
The applicant is requesting to amend a Planned Development (PD) Plan and Standards Book that was originally approved in March 2023. The proposed amendment refines the existing PD Plan and Standards Book without altering the overall development layout. The amendment introduces a more detailed site layout, including internal lot configuration, setbacks, and development standards. Modifications include the addition of one commercial lot and the conversion of a previously designated commercial lot into a stormwater retention area. Internal setbacks are now established and will apply to both residential and commercial lots, whereas prior standards only addressed external property boundaries.
The plan also identifies signage locations for residential areas in addition to previously approved commercial signage. The two residential phases, as well as all previously approved buffers and access points, remain unchanged. Updates to the PD Standards Book include the addition of a definition for ancillary structures permitted within the 100-foot height-restricted buffer, with a maximum height of 35-feet. The proposed changes do not increase the density or intensity of development, as maximum development allowances remain unchanged at 11.88-acres of commercial development and 750 new residential units. Additionally, the amendments do not impact the previously approved level of service (LOS) analysis and remain consistent with the adopted Future Land Use Policy governing the subject property.
FINDINGS AND CONCLUSIONS:
• The proposed amendment is consistent with the existing Low Intensity Future Land Use classification pursuant to Code of Ordinances Section 122-244 and is not anticipated to impact the approved Future Land Use Policy for the Winding Oaks PD.
• The proposed development will be required to extend sewer services to this project. All other City utilities are available at this location, and no level of service issues have been identified for public facilities as a result of the zoning amendment.
Staff recommends approval with conditions.
• Access to lots within the PD are restricted to the internal road network.
• The internal road network must be provided for each subdivision of the PD to ensure access to the lots created and interconnectivity between subdivisions. The internal road network shall adhere to the applicable requirements of the Land Development Regulations. Single-lot subdivisions are not permitted.
FISCAL IMPACT:
N/A
PROCUREMENT REVIEW:
N/A
LEGAL REVIEW:
The ordinance is pending review by the City Attorney, William E. Sexton.
ALTERNATIVE:
• Approve with changes.
• Deny
• Table
SUPPORT MATERIALS:
• Staff Report
• Exhibit A - PD Standards Book
• Exhibit B - PD Plan
• Previously Approved Staff Report
• Case Map
• Aerial Map
RESOLUTION 2026-XX
A RESOLUTION APPROVING AN AMENDMENT TO THE PLANNED DEVELOPMENT (PD) PLAN AND ASSOCIATED PD STANDARDS BOOK (TBMI PD) FOR CERTAIN PROPERTY LOCATED AT 3661 SW 60TH AVENUE AND 5800 SW 31ST STREET (PARCEL 23817-002-00 & 23817-002-02), APPROXIMATELY 61.4 ACRES (CASE NO. PD22-44929).
WHEREAS, TBMI II, LLC (the “applicant”) submitted a PD Plan (Case PD22-44929) for property located at 3661 SW 60th Avenue and 5800 SW 31st Street (parcel 23817-002-00 & 23817-002-02), approximately 61.4 acres to allow for the construction of 750 residential units and 11.88 acres of commercial lots, including landscape buffers along the perimeter of the site, signage, and building height restricted areas; and
WHEREAS, as an associated Ordinance 2023-41 amended the zoning map of the City of Ocala changing parcels 23817-002-00 & 23817-002-02 from NO ZONING, to PD, Planned Development; and
WHEREAS, the City Council adopted Resolution 2023-1 establishing the PD Plan and Standards for development for the construction of 750 residential units and 11.88 acres of commercial land
WHEREAS, the applicant submitted an amendment to PD Plan and Standards Book (Case PD22-44929) requesting to amend the internal lot configuration, the addition of setbacks for residential lots, the identification of signage locations within residential areas, and the inclusion of a definition for ancillary structures; and
WHEREAS, on April 13, 2026, the Planning and Zoning Commission recommended approval of the applicant’s request by a vote
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF OCALA, FLORIDA, in regular session, as follows:
1. The City of Ocala does hereby approve the amended TBMI PD plan (Exhibit “A”) and PD standards book (Exhibit “B”).
2. The effective date for this resolution will be _______________, 2026.
3. The approved PD plan and associated PD standards book shall apply to the following described land located in Ocala, Marion County, Florida, to wit::
PARCEL 1
THAT PORTION OF LAND IN THE SOUTHWEST 1/4 OF SECTION 28, TOWNSHIP 15 SOUTH, RANGE 21 EAST AND LYING SOUTH OF TIMBERWOOD, AS PER PLAT BOOK S, PAGES 148 AND 149, LYING WEST OF TIMBERWOOD THIRD ADDITION, AS PER PLAT BOOK Y, PAGES 64 THROUGH 69, ALL IN THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA, AND LYING EAST OF S.W. 60TH AVENUE, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 1 AT THE NORTHWEST CORNER OF LOT 1, BLOCK G OF TIMBERWOOD THIRD ADDITION, AS PER PLAT BOOK Y, PAGES 64 THROUGH 69 OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA, AND PROCEED NORTH 89 DEGREES 56 MINUTES 59 SECONDS WEST (FIELD MEASURE - NORTH 89 DEGREES 57 MINUTES 54 SECONDS WEST) ALONG THE SOUTH BOUNDARY LINE OF TIMBERWOOD SUBDIVISION AS PER PLAT BOOK S, PAGES 148 AND 149 OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA AND ALONG THE SOUTH RIGHT OF WAY LINE OF S.W. 31ST STREET, A DISTANCE OF 202.43 FEET TO A CONCRETE MONUMENT; THENCE CONTINUE NORTH 89 DEGREES 56 MINUTES 59 SECONDS WEST ALONG SAID SOUTH BOUNDARY LINE AND SOUTH RIGHT OF WAY LINE A DISTANCE OF 663.75 FEET (FIELD MEASURE - NORTH 89 DEGREES 57 MINUTES 54 SECONDS WEST 663.71 FEET), TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF CURVATURE OF A CURVE BEING CONCAVE NORTHERLY, HAVING A RADIUS DISTANCE OF 540.00 FEET AND A CENTRAL ANGLE OF 10 DEGREES 55 MINUTES 29 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE, AND ALONG SAID CURVE, AN ARC DISTANCE OF 102.96 FEET THROUGH A CHORD BEARING AND DISTANCE OF NORTH 84 DEGREES 29 MINUTES 18 SECONDS WEST 102.81 FEET (FIELD MEASURE - NORTH 84 DEGREES 07 MINUTES 34 SECONDS WEST 102.99 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT, AT A POINT OF REVERSE CURVE OF A CURVE BEING CONCAVE SOUTHERLY HAVING A RADIUS DISTANCE OF 460.00 FEET AND A CENTRAL ANGLE OF 10 DEGREES 58 MINUTES 39 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE AND ARC DISTANCE OF 88.13 FEET, THROUGH A CHORD BEARING AND DISTANCE OF NORTH 84 DEGREES 30 MINUTES 53 SECONDS WEST, 88.00 FEET (FIELD MEASURE - NORTH 84 DEGREES 59 MINUTES 27 SECONDS WEST 87.86 FEET), TO A CONCRETE MONUMENT AT THE POINT OF CURVATURE, AS SHOWN ON SAID PLAT; THENCE SOUTH 89 DEGREES 59 MINUTES 50 SECONDS WEST ALONG SAID SOUTH RIGHT OF WAY LINE, A DISTANCE OF 279.92 FEET, (FIELD MEASURE - NORTH 89 DEGREES 46 MINUTES 27 SECONDS WEST 279.73 FEET), TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF TANGENCY OF SAID CURVE, BEING CONCAVE SOUTHERLY HAVING A RADIUS DISTANCE OF 800.00 FEET AND A CENTRAL ANGLE OF 06 DEGREES 21 MINUTES 20 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE, AND ALONG SAID CURVE, AN ARC DISTANCE OF 88.74 FEET, THROUGH A CHORD BEARING AND DISTANCE OF SOUTH 86 DEGREES 49 MINUTES 11 SECONDS WEST, 88.70 FEET (FIELD MEASURE - SOUTH 86 DEGREES 03 MINUTES 17 SECONDS WEST 88.88 FEET), TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF REVERSE CURVE, BEING CONCAVE NORTHERLY HAVING A RADIUS DISTANCE OF 827.00 FEET AND A CENTRAL ANGLE OF 04 DEGREES 20 MINUTES 59 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE AN ARC DISTANCE OF 62.79 FEET THROUGH A CHORD BEARING AND DISTANCE OF SOUTH 85 DEGREES 48 MINUTES 59 SECONDS WEST 62.77 FEET (FIELD MEASURE - SOUTH 85 DEGREES 49 MINUTES 28 SECONDS WEST 62.78 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF REVERSE CURVE, BEING CONCAVE SOUTHEASTERLY HAVING A RADIUS DISTANCE OF 30.00 FEET, AND A CENTRAL ANGLE OF 87 DEGREES 59 MINUTES 38 SECONDS; THENCE SOUTHWESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE, AN ARC DISTANCE OF 46.07 FEET, THROUGH A CHORD BEARING AND DISTANCE OF SOUTH 43 DEGREES 59 MINUTES 41 SECONDS WEST, 41.68 FEET (FIELD MEASURE - SOUTH 44 DEGREES 04 MINUTES 50 SECONDS WEST 41 .62 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT, SAID POINT ALSO BEING ON THE EAST RIGHT OF WAY LINE OF S.W. 60TH AVENUE, (BEING 100 FEET WIDE); THENCE SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 730.52 FEET (FIELD MEASURE - SOUTH 00 DEGREES 00 MINUTES 12 SECONDS EAST 730.39 FEET) TO A CONCRETE MONUMENT AT THE NORTHWEST CORNER OF THE WATER RETENTION AREA, AS SHOWN ON SAID PLAT, THENCE CONTINUE SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST ALONG SAID RIGHT OF WAY LINE AND ALONG THE WEST BOUNDARY OF SAID WATER RETENTION AREA, A DISTANCE OF 300.00 FEET (FIELD MEASURE - SOUTH 00 DEGREES 01 MINUTES 56 SECONDS EAST 300.17 FEET) TO A CONCRETE MONUMENT AT THE SOUTHWEST CORNER OF SAID WATER RETENTION AREA AND TO THE POINT OF BEGINNING OF PARCEL NO. B-C AS DESCRIBED HEREIN; THENCE CONTINUE SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 1475.12 FEET (FIELD MEASURE - SOUTH 00 DEGREES 00 MINUTES 54 SECONDS EAST 1475.12 FEET) TO A CONCRETE MONUMENT AT THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS DISTANCE OF 25.00 FEET AND A CENTRAL ANGLE OF 89 DEGREES 56 MINUTES 22 SECONDS, SAID POINT BEING NORTH 89 DEGREES 50 MINUTES 53 SECONDS EAST 49.92 FEET AND NORTH 00 DEGREES 04 MINUTES 37 SECONDS EAST 64.83 FEET FROM THE SOUTHWEST CORNER OF SECTION 28, TOWNSHIP 15 SOUTH, RANGE 21 EAST, THENCE SOUTHEASTERLY ALONG THE NORTH RIGHT OF WAY LINE OF S.W. 38TH STREET, AND ALONG SAID CURVE, AN ARC DISTANCE OF 39.24 FEET, THROUGH A FIELD MEASURED CHORD BEARING AND DISTANCE OF SOUTH 45 DEGREES 01 MINUTES 27 SECONDS EAST 35.31 FEET TO A CONCRETE MONUMENT AT THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 89 DEGREES 57 MINUTES 16 SECONDS EAST, 40 FEET NORTH F AND PARALLEL TO THE SOUTH BOUNDARY LINE OF SAID SECTION 28 AND ALONG SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 806.53 FEET TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 8 AT THE SOUTHWEST CORNER OF LOT 5, BLOCK Q, AS PER AFORESAID PLAT OF TIMBERWOOD THIRD ADDITION; THENCE NORTH 0 DEGREES 00 MINUTES OS SECONDS WEST ALONG THE WEST BOUNDARY LINE OF SAID TIMBERWOOD THIRD ADDITION, A DISTANCE OF 1182.68 FEET (FIELD MEASURE - NORTH 00 DEGREES 00 MINUTES 57 SECONDS WEST 1182.70 FEET) TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 7; THENCE SOUTH 89 DEGREES 56 MINUTES 56 SECONDS EAST ALONG SAID NORTH BOUNDARY LINE OF LOT 15, BLOCK G OF SAID TIMBERWOOD THIRD ADDITION, A DISTANCE OF 199.17 FEET (FIELD MEASURE - SOUTH 89 DEGREES 59 MINUTES 40 SECONDS EAST 199.22 FEET) TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 6; THENCE NORTH 00 DEGREES 00 MINUTES 05 SECONDS WEST ALONG SAID WEST BOUNDARY LINE A DISTANCE OF 575.90 FEET (FIELD MEASURE -NORTH 00 DEGREES 01 MINUTES 03 SECONDS WEST 575.88 FEET) TO A CONCRETE MONUMENT THAT IS SOUTH 00 DEGREES 00 MINUTES OS SECONDS EAST A DISTANCE OF 5.03 FEET FROM A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 5; THENCE SOUTH 89 DEGREES 59 MINUTES 56 SECONDS WEST, 0.50 FEET NORTH OF AND PARALLEL WITH BOARD FENCE LINE, A DISTANCE OF 830.84 FEET TO A CONCRETE MONUMENT ON THE EAST BOUNDARY LINE OF THE AFORESAID WATER RETENTION AREA, SAID POINT IS SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST A DISTANCE OF 42.46 FEET FROM A CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SAID WATER RETENTION AREA; THENCE SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST ALONG THE SAID EAST BOUNDARY LINE, A DISTANCE OF 257.54 FEET (FIELD MEASURE - SOUTH 00 DEGREES 05 MINUTES 11 SECONDS EAST 257.44 FEET) TO A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF THE SAID WATER RETENTION AREA; THENCE SOUTH 89 DEGREES 59 MINUTES 52 SECONDS WEST A DISTANCE OF 200.00 FEET (FIELD MEASURE - SOUTH 89 DEGREES 54 MINUTES 45 SECONDS WEST 200.23 FEET) TO A CONCRETE MONUMENT AT THE SOUTHWEST CORNER OF SAID WATER RETENTION AREA AND TO THE POINT OF BEGINNING OF PARCEL NO. B-C.
SAID PARCEL NO. B-C LYING AND BEING SITUATE IN MARION COUNTY, FLORIDA.
PARCEL 2
THAT PORTION OF LAND IN THE SOUTHWEST 1/4 OF SECTION 28, TOWNSHIP 15 SOUTH, RANGE 21 EAST AND LYING SOUTH OF F TIMBERWOOD AS PER PLAT BOOK S, PAGES 148 AND 149, LYING WEST OF TIMBERWOOD THIRD ADDITION AS PER PLAT BOOK Y, PAGES 64 THROUGH 69, ALL IN THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA AND LYING EAST OF S.W. 60TH AVENUE, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 1 AT THE NORTHWEST CORNER OF LOT 1 , BLOCK G OF TIMBERWOOD THIRD ADDITION AS PER PLAT BOOK Y, PAGES 64 THROUGH 69 OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA AND PROCEED NORTH 89 DEGREES 56 MINUTES 59 SECONDS WEST (FIELD MEASURE - NORTH 89 DEGREES 57 MINUTES 54 SECONDS WEST), ALONG THE SOUTH BOUNDARY LINE OF TIMBERWOOD SUBDIVISION AS PER PLAT BOOK S, PAGES 148 AND 149 OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA, AND ALONG THE SOUTH RIGHT OF WAY LINE OF S.W. 31ST STREET A DISTANCE OF 202.43 FEET TO A CONCRETE MONUMENT AT THE POINT OF BEGINNING OF PARCEL 2 AS DESCRIBED HEREIN; THENCE CONTINUE NORTH 89 DEGREES 56 MINUTES 59 SECONDS WEST, ALONG SAID SOUTH BOUNDARY LINE AND SOUTH RIGHT OF WAY LINE A DISTANCE OF 663.75 FEET (FIELD MEASURE - NORTH 89 DEGREES 57 MINUTES 54 SECONDS WEST 663.71 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF CURVATURE OF A CURVE BEING CONCAVE NORTHERLY, HAVING A RADIUS DISTANCE OF 540.00 FEET AND A CENTRAL ANGLE OF 10 DEGREES 55 MINUTES 29 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE, AND ALONG SAID CURVE AN ARC DISTANCE OF 102.96 FEET THROUGH A CHORD BEARING AND DISTANCE OF NORTH 84 DEGREES 29 MINUTES 18 SECONDS WEST, 102.81 FEET (FIELD MEASURE - NORTH 84 DEGREES 07 MINUTES 34 SECONDS WEST 102.99 FEET), TO CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT A POINT OF REVERSE CURVE OF A CURVE BEING CONCAVE SOUTHERLY, HAVING A RADIUS DISTANCE OF 460.00 FEET, AND A CENTRAL ANGLE OF 10 DEGREES 58 MINUTES 39 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE AN ARC DISTANCE OF 88.13 FEET, THROUGH A CHORD BEARING AND DISTANCE OF NORTH 84 DEGREES 30 MINUTES 53 SECONDS WEST 88.00 FEET (FIELD MEASURE- NORTH 84 DEGREES 59 MINUTES 27 SECONDS WEST, 87.86 FEET) TO A CONCRETE MONUMENT AT THE POINT OF CURVATURE AS SHOWN ON SAID PLAT; THENCE SOUTH 89 DEGREES 59 MINUTES 50 SECONDS WEST, ALONG SAID SOUTH RIGHT OF WAY LINE DISTANCE OF 279.92 FEET (FIELD MEASURE - NORTH 89 DEGREES 46 MINUTES 27 SECONDS WEST, 279.73 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT, AT THE POINT OF TANGENCY OF SAID CURVE, BEING CONCAVE SOUTHERLY, HAVING A RADIUS DISTANCE OF 800.00 FEET AND A CENTRAL ANGLE OF 06 DEGREES 21 MINUTES 20 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE AN ARC DISTANCE OF 88.74 FEET, THROUGH A CHORD BEARING AND DISTANCE OF SOUTH 86 DEGREES 49 MINUTES 11 SECONDS WEST 88.70 FEET (FIELD MEASURE - SOUTH 86 DEGREES 03 MINUTES 17 SECONDS WEST, 88.88 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF REVERSE CURVE, BEING CONCAVE NORTHERLY HAVING A RADIUS DISTANCE OF 827.00 FEET AND A CENTRAL ANGLE OF 04 DEGREES 20 MINUTES 59 SECONDS; THENCE WESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE AN ARC DISTANCE OF 62.79 FEET THROUGH A CHORD BEARING AND DISTANCE OF SOUTH 85 DEGREES 48 MINUTES 59 SECONDS WEST, 62.77 FEET (FIELD MEASURE - SOUTH 85 DEGREES 19 MINUTES 28 SECONDS WEST, 62.78 FEET); TO CONCRETE MONUMENT AS SHOWN ON SAID PLAT AT THE POINT OF REVERSE CURVE, BEING CONCAVE SOUTHEASTERLY HAVING A RADIUS DISTANCE OF 30.00 FEET AND A CENTRAL ANGLE OF 87 DEGREES 59 MINUTES 38 SECONDS; THENCE SOUTHWESTERLY ALONG SAID SOUTH RIGHT OF WAY LINE AND ALONG SAID CURVE AN ARC DISTANCE OF 46.07 FEET, THROUGH CHORD BEARING AND DISTANCE OF SOUTH 43 DEGREES 59 MINUTES 41 SECONDS WEST, 41.68 FEET (FIELD MEASURE -SOUTH 44 DEGREES 04 MINUTES 50 SECONDS WEST 41.62 FEET) TO A CONCRETE MONUMENT AS SHOWN ON SAID PLAT, SAID POINT ALSO BEING ON THE EAST RIGHT OF WAY LINE OF S.W. 60TH AVENUE (BEING 100 FEET WIDE); THENCE SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST, ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 730.52 FEET (FIELD MEASURE - SOUTH 00 DEGREES 00 MINUTES 12 SECONDS EAST, 730.39 FEET) TO A CONCRETE MONUMENT AT THE NORTHWEST CORNER OF THE WATER RETENTION AREA AS SHOWN ON SAID PLAT; THENCE DEPARTING FROM SAID EAST RIGHT OF WAY LINE, NORTH 89 DEGREES 59 MINUTES 52 SECONDS EAST, ALONG THE NORTH BOUNDARY LINE OF SAID WATER RETENTION AREA A DISTANCE OF 200.00 FEET (FIELD MEASURE - NORTH 89 DEGREES 57 MINUTES 41 SECONDS EAST 199.95 FEET) TO A CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SAID WATER RETENTION AREA; THENCE SOUTH 00 DEGREES 00 MINUTES 08 SECONDS EAST, ALONG THE EAST BOUNDARY LINE OF SAID WATER RETENTION AREA A DISTANCE OF 42.46 FEET (FIELD MEASURE - SOUTH 00 DEGREES 05 MINUTES 11 SECONDS EAST, 42.46 FEET) TO A CONCRETE MONUMENT; THENCE DEPARTING FROM SAID EAST BOUNDARY LINE, NORTH 89 DEGREES 59 MINUTES 56 SECONDS EAST, 0.50 FEET NORTH OF AND PARALLEL WITH A BOARD FENCE LINE A DISTANCE OF 830.84 FEET TO A CONCRETE MONUMENT ON THE WEST BOUNDARY LINE OF D.RA NO. 2 OF BLOCK G OF AFORESAID TIMBERWOOD THIRD ADDITION; THENCE NORTH 00 DEGREES 00 MINUTES 05 SECONDS WEST, ALONG SAID WEST BOUNDARY LINE A DISTANCE OF 5.03 FEET (FIELD MEASURE - NORTH 00 DEGREES 01 MINUTES 03 SECONDS WEST, 5.03 FEET) TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 5; THENCE NORTH 89 DEGREES 59 MINUTES 55 SECONDS EAST, ALONG THE NORTH BOUNDARY LINE OF SAID D.R.A. NO. 2, A DISTANCE OF 80.00 FEET (FIELD MEASURE - NORTH 89 DEGREES 59 MINUTES 35 SECONDS EAST, 80.00 FEET) TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 4; THENCE NORTH 82 DEGREES 03 MINUTES 12 SECONDS EAST, ALONG THE NORTH BOUNDARY LINE OF LOTS 5 AND 6 OF SAID BLOCK G, A DISTANCE OF 435.15 FEET (FIELD MEASURE - NORTH 82 DEGREES 04 MINUTES 35 SECONDS EAST 435.10 FEET) TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 3, SAID POINT BEING ON A CURVE, CONCAVE EASTERLY AND HAVING A RADIUS DISTANCE OF 2730.00 FEET AND CENTRAL ANGLE OF 07 DEGREES 57 MINUTES 51 SECONDS; THENCE NORTHERLY ALONG THE WEST BOUNDARY LINE OF BLOCK G OF SAID IMBERWOOD THIRD ADDITION, ALONG SAID CURVE AN ARC DISTANCE OF 379.17 FEET, THROUGH A CHORD BEARING AND DISTANCE OF NORTH 03 DEGREES 55 MINUTES 52 SECONDS WEST, 379.17 FEET (FIELD MEASURE - NORTH 03 DEGREES 56 MINUTES 28 SECONDS WEST, 379.35 FEET) TO A CONCRETE MONUMENT MARKED PERMANENT REFERENCE MONUMENT NO. 2, AT THE POINT OF CURVATURE OF SAID CURVE; THENCE NORTH 00 DEGREES 03 MINUTES 04 SECONDS EAST, ALONG SAID WEST BOUNDARY LINE A DISTANCE OF 134.00 FEET (FIELD MEASURE - NORTH 00 DEGREES 03 MINUTES 04 SECONDS EAST, 134.00 FEET) TO A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF TRACT NO. 1 (A ONE ACRE TRACT); THENCE DEPARTING FROM SAID WEST BOUNDARY LINE NORTH 89 DEGREES 57 MINUTES 54 SECONDS WEST, A DISTANCE OF 202.35 FEET TO THE SOUTHWEST CORNER OF SAID TRACT NO, 1; THENCE NORTH 00 DEGREES 01 MINUTES 41 SECONDS EAST, A DISTANCE OF 216.00 FEET TO A CONCRETE MONUMENT AT THE NORTHWEST CORNER OF TRACT NO. 1 AND TO THE POINT OF BEGINNING. SAID PARCEL 2 LYING AND BEING SITUATE IN MARION COUNTY, FLORIDA.
LESS AND EXCEPT ALL THAT PORTION OF LAND NOTED AND SHOWN AS A 30 FOOT DRAINAGE RIGHT OF WAY AS RECORDED IN THE PLAT OF TIMBERWOOD, AS PER PLAT BOOK S, PAGE A; AND BEING SUBJECT TO A 30 FOOT DRAINAGE EASEMENT "A" AS SHOWN ON THE RECORDED PLAT OF TIMBERWOOD AS PER PLAT BOOK S, PAGES 148 AND 149 OF THE PUBLIC RECORDS OF MARION COUNTY, FLORIDA.
4. 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 ____________________________, 2026.
ATTEST: CITY OF OCALA
By: By:
Angel B. Jacobs Ire J. Bethea Sr.
City Clerk President, Ocala City Council
Approved as to form and legality:
By: _________________________________
William E. Sexton
City Attorney
Ordinance No: 2026-XX
Introduced: Click or tap to enter a date.
Adopted: Click or tap to enter a date.
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