Oak Shores Estates

The available records identify this entity, but do not yet include a plain-English role description.

1. Mon, Jun 291 item
   1. Oak Shores Estates - Preliminary Plat Parcel #: 9064-0000-02 #PrelimPlat-000713-2026 Tillman and Associates Engineering, LLCThe name of the proposed development project.
2. Mon, Jun 221 item
   1. Oak Shores Estates - Master Plan Parcel #: 9064-0000-02 # MasterPlan-000673-2026 Tillman and Associates Engineering, LLCThe subject property of the master plan review.
3. Mon, Jun 83 items
   1. Oak Shores Estates - Preliminary Plat 000713 - Waiver to Preliminary Plat in Review Parcel #: 9064-0000-02 #WaiverPIR-000837-2026 Tillman & Associates Engineering, LLC LDC 6.12.2 (A) - Right-of-way CODE states (A) Right-of-way shall be platted or dedicated, meeting the minimum right-of-way width established in Table 6.12-1, to provide for the necessary access and other needed infrastructure improvements supporting the proposed development. Right-of-way can be provided by easement if approved by DRC. APPLICANT - Request a waiver to allow for a 40’ right of way with 10’ utility easements. LDC 6.12.9 (H) - Subdivision roads and related infrastructure CODE states (H) Dead end roads shall not exceed 1,500 feet and shall have a cul-de-sac at the terminal end. Refer to details in Section 7.3.1. Dead end roads intended to provide future access to adjacent unplatted areas may be permitted without a cul-de-sac provided that no lots front thereon, the length does not exceed 1,500 feet, and appropriate temporary end-of-road markers are provided. APPLICANT - Request a waiver to allow for the use of a hammerhead style intersection on dead end road. The proposed dead-end segments will be less than 150' in length.The development project subject to the waiver requests.
   2. Oak Shores Estates - Improvement Plan 000742 - Waiver to Improvement Plan in Review Parcel #: 9064-0000-02 #WaiverPIR-000840-2026 Tillman & Associates Engineering, LLC LDC 6.11.9 (A) - Traffic control devices CODE states A. Traffic Signals. (1) The installation of a traffic signal requires a signal warrant analysis to be performed. The County's Traffic Engineer shall determine if the signal warrant analysis justifies the need for a traffic signal. Traffic signals warranted due to the development shall be installed and paid for by the developer. (2) Justification must be provided for the left turn treatment, phases, deceleration lane lengths and timings proposed. (3) In addition to the plan requirements listed below, shop drawings with FDOT approved materials and a maintenance agreement must be provided and approved. (4) Illuminated Street Name signs shall be required at all signalized intersections. (5) A box-span configuration is required if strain poles are used. (6) Traffic signal plans shall be 11 inches by 17 inches and shall include the following. (a) A Key sheet including the name of the intersecting roads, an index, a location map, a list of the utility companies that exist in the location of the signal, and the posted speeds of the approaching roadways. (b) A Tabulation of Quantities sheet that lists the item numbers, description and quantity of materials and equipment, listed in numerical order. Pay item notes and general notes that refer to item numbers shall be shown on this sheet. (c) A General Notes sheet including all general notes, related to the specific signal, as required by the Traffic Section of the Marion County Office of the County Engineer. Contact the Office of the County Engineer for the current required general notes. (d) A Plan sheet at a scale large enough to show all details clearly and legibly. The recommended scale is 1 inch = 40 feet or 1 inch = 50 feet. The plan sheet shall include existing and proposed: 1. Edge of pavement 2. Street names 3. Drainage structures including curb and gutter and drainage inlets 4. Sidewalks and right-of-way lines 5. Pavement markings 6. Signal heads with directional arrows and movements (movement 2 and 6 shall be the major streets)7. Detection devices such as video detection with detection field or loop detection with conduit locations 8. Pull boxes 9. Control cabinet location 10. Signal poles and span wire 11. ATMS Equipment (if applicable) 12. North arrow and scale13.Phasing Diagram 14. Controller timings using calculated optimum timings and clearance intervals meeting FDOT requirements 15. Sign detail with dimensions of letters and sign 16. Signal head details 17. Pedestrian head details 18. FDOT pay item numbers for all equipment (e) A structural analysis with soil boring data signed and sealed by an Engineer. APPLICANT Request a waiver to allow for the approval of the Improvement Plan prior to approval of the offsite improvements LDC 6.12.11 - Turn lanes CODE states Turn lanes shall be required as warranted by the project's Traffic Impact Analysis and in accordance with FDOT or as approved by the County Engineer. In addition, turn lanes shall be considered any time an unsafe condition exists or will be created. The cost of construction of such lanes shall be the responsibility of the developer. Additional right-of-way may be required and shall be dedicated by the developer and shown on the Improvement Plans and Final Plat. Any off-site improvement designs shall be submitted as an Improvement Plan application. APPLICANT Request a waiver to allow for the approval of the Improvement Plan prior to approval of the offsite improvements LDC 6.12.2 (A)- Right-of-way CODE states (A) Right-of-way shall be platted or dedicated, meeting the minimum right-of-way width established in Table 6.12-1, to provide for the necessary access and other needed infrastructure improvements supporting the proposed development. Right-of-way can be provided by easement if approved by DRC. APPLICANT Request a waiver to allow for a 40’ right of way with 10’ utility easements LDC 6.12.9. (H) - Subdivision roads and related infrastructure CODE states (H) Dead end roads shall not exceed 1,500 feet and shall have a cul-de-sac at the terminal end. Refer to details in Section 7.3.1. Dead end roads intended to provide future access to adjacent unplatted areas may be permitted without a cul-de-sac provided that no lots front thereon, the length does not exceed 1,500 feet, and appropriate temporary end-of-road markers are provided. APPLICANT Request a waiver to use of a hammerhead style intersection on dead end roads. The proposed dead-end segments will be less than 150' in length.
   3. Oak Shores Estates - Master Plan 000673 - Waiver to Master Plan in Review Parcel #: 9064-0000-02 # WaiverPIR-000838-2026 Tillman & Associates Engineering, LLC 6.12.9. H - Subdivision roads CODE states Dead end roads shall not exceed 1,500 feet and shall have a cul-de-sac at the terminal end. Refer to details in Section 7.3.1. Dead end roads intended to provide future access to adjacent unplatted areas may be permitted without a cul-de-sac provided that no lots front thereon, the length does not exceed 1,500 feet, and appropriate temporary end-of-road markers are provided. APPLICANT Request a waiver to use the alternative provided. Dead end road without cul-de-sac. A hammerhead with dead end segments less than 150' in length have been provided as an alternative turn around. 6.12.2.A - Right-of-way CODE states Right-of-way shall be platted or dedicated, meeting the minimum right-of-way width established in Table 6.12-1, to provide for the necessary access and other needed infrastructure. improvements supporting the proposed development. Right-of-way can be provided by easement if approved by DRC. APPLICANT Request a waiver as roadways will remain private & ROW width will be 40 feet wide with a 10 feet drainage and utility easement for a total width of 60 feet.

POLISCOPE has no related bills, finance activity or mapped connections for this entity in the records it has processed. That is a gap in coverage, not a finding about the entity.