Tillman & Associates Engineering, LLC

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1. Mon, Jul 201 item
   1. 441 Modular Home Dealership - Major Site Plan - 000672 - Waiver Request to Major Site Plan in Review Parcel #: 36943-000-00 # WaiverPIR-001045-2026 Tillman & Associates Engineering, LLC LDC 6.11.5. - Driveway access CODE states (1) The minimum allowed distance between a commercial driveway and the nearest intersecting driveway shall be 660 feet for a roadway speed limit over 45 mph based on Table 6.11-2. APPLICANT The driveway does not meet spacing requirements. Applicant has documentation from FDOT noting they are willing to issue a permit for the driveway in the location as proposed and requests a waiver to this section of code for driveway spacing. LDC 6.12.12.A, D - Sidewalks CODE states A. Sidewalks shall be provided in the Urban Area, Rural Activity Centers, and Specialized Commerce Districts along arterial, collector, and major local streets where these streets adjoin the project... D. ...the developer may pay a sidewalk fee to the County in an amount necessary to complete construction. This amount shall be determined by the project engineer and approved by the County with payment required prior to final plan approval. APPLICANT FDOT has written that they have no future plans for further development on the eastern side of the highway. A shared-use path (Project number 439238-2) is in the plans on the western side of the highway and construction funding is proposed for 2027. Applicant understood that the DOT Shared Use Path project covers the intent of County long range planning; therefore, a waiver is requested to any requirement of a sidewalk or payment of a fee in-lieu of sidewalk construction. LDC 6.12.12.D - Sidewalks CODE states ...the developer may pay a sidewalk fee to the County in an amount necessary to complete construction. This amount shall be determined by the project engineer and approved by the County with payment required prior to final plan approval. APPLICANT Contingent Waiver: FDOT has written that they have a shared-use path (Project number 439238-2) in the plans on the western side of the highway and construction funding is proposed for 2027. Applicant understood the DOT Shared Use Path project covers the intent of County long range planning; therefore, a waiver is requested to construct a sidewalk with this project and pay a fee in-lieu of sidewalk construction. Project Engineer and County to coordinate after waiver approval on required fee. LDC 2.18.4.C Construction, completion, and closeout CODE states All subdivision improvements shall be constructed in accordance with approved plans and shall conform to regulations and specifications in effect on the date of approval of the improvement plans. APPLICANT requests to commence construction prior to plan approval and approve early site work permit at the Developer's risk including removal of trees as presented to County Landscape Department and maintaining no less than 100-inch per acre of existing viable trees 10-inch+ DBH. LDC 6.8.6.K.(3) - C-Type Buffer CODE states K. (3) C-Type buffer shall consist of a 15-foot wide landscape strip without a buffer wall. The buffer shall contain at least two shade trees and three accent/ornamental trees for every 100 lineal feet or fractional part thereof. Shrubs and groundcovers, excluding turfgrass, shall comprise at least 50 percent of the required buffer and form a layered landscape screen with a minimum height of three feet achieved within one year. LDC 6.8.3.D. Trees shall not be located in areas that will cause conflict with overhead or underground utilities. Large trees shall not be located within 30 feet of power lines. Alternative design strategies may be approved by the County's Landscape Architect when conflicts with existing utilities cannot be avoided. APPLICANT requests to replace the overhead utility impacted Type C Buffer shade tree requirement with accent trees along Hwy 441 ROW. (pertaining to West side) LDC 6.8.6.K.(3) - Buffers CODE states K. (3) C-Type buffer shall consist of a 15-foot wide landscape strip without a buffer wall. The buffer shall contain at least two shade trees and three accent/ornamental trees for every 100 lineal feet or fractional part thereof. Shrubs and groundcovers, excluding turfgrass, shall comprise at least 50 percent of the required buffer and form a layered landscape screen with a minimum height of three feet achieved within one year. APPLICANT - North and East sides of subject parcel are against heavily wooded ROW (County ROW to North and Railroad to East). Requesting waiver to C-Type buffer requirement for shrubs and groundcovers at north and east buffers. LDC 4.3.13. - Model home sales lot or model home complex CODE states A. This commercial development shall provide a paved parking lot with five parking spaces per model home. One parking space for the handicapped per model home or complex is required. The unit(s) must be handicapped accessible, have all utilities including telephone installed and shall be fully functional as a commercial development. LDC6.11.8.E. All off-street parking areas shall be paved for all developments, except as listed below. The following uses may use grass parking except for employee and disabled permit parking spaces which must be paved. The perimeter of a grass parking lot shall be delineated with railroad ties, wheel stops, or other means as may be approved by the County Engineer or his designee. (6) Sales and leasing of new and used manufactured homes. APPLICANT - does not believe Section 4.3.13 “Model home sales lot or model home complex” is applicable to this project and finds the code to conflict with section 6.11.8.E for parking if it were applicable. Further, comparable sites recognized as “mobile home sales” businesses in the County and around the nation do not require parking as much as 4.3.13.A suggests. Applicant has provided Staff supporting evidence of comparable sites parking counts for both paved and grass which demonstrate this project is well within appropriate parking needs. Waiver is requested to Code Sec. 4.3.13. for this project and to provide parking counts based on Sec. 6.11.8. - Parking requirements, Table 6.11-5 for office and storage areas. LDC 6.11.4.B.(1) - Access management CODE states B. Cross Access (Parallel Access). (1) Cross access is required to reduce the use of the public street system, provide for movement between adjacent and complementary land uses, limit access to Arterial and Collector roads, and minimize full median openings. Cross access shall be shown on the plans and shall be established through a public easement. APPLICANT Due to the uncertainty surrounding the future development of the SE 92nd Place Road corridor and adjacent properties, the Applicant requests approval to satisfy the intent of the Code by recording a covenant running with the land. The covenant shall bind the subject property to grant and record cross-access and/or parallel access easements to adjacent properties when such easements become necessary within 180 days because of future development of complementary adjoining parcels, as determined during their applicable development review process. The Applicant further requests that, all costs associated with the design, surveying, engineering, permitting, construction, recording, and related improvements necessary to establish the easement shall be the responsibility of the developing adjacent parcel(s), unless a licensed traffic engineer and transportation planner determines that the proposed development generates complementary traffic patterns such that the subject property receives a proportional transportation benefit. In such case, costs may be allocated in a manner consistent with the proportional benefit received, as determined by the reviewing authority. LDC. 6.11.4.B.(2) - Access management CODE states B. Cross Access (Parallel Access). (2) Cross access shall be provided and constructed for all commercial, industrial, and multi-family residential development on arterial and collector roads unless it is determined by the County Engineer to not be practical or reasonable due to adjacent features, specific type of development, or the potential development of the adjacent property. APPLICANT - Contingent Time-Deferral for Recording Easement Waiver Request: Per signed covenant, the applicant requests approval to defer construction of the proposed cross-parallel access easement fronting U.S. Hwy 441 until such time as it is required in conjunction with future permitted development of adjacent parcels.Project engineer representing the applicant.
2. Mon, Jun 291 item
   1. Maro 111 - PUD Master Plan - Plan Revisions Parcel #: 35770-055-05 #31051 Tillman & Associates Engineering, LLCEngineering firm associated with the project.
3. Mon, Jun 221 item
   1. Freedom Crossings Land LLC - Major Site Plan - 000719 - Waiver to Major Site Plan in Review Parcel #: 35699-006-03 # WaiverPIR-000933-2026 Tillman & Associates Engineering, LLC LDC 6.13.6.A(3)(c) - Stormwater Quality Criteria CODE states Dry retention systems that have a depth of six feet or less, measured from top of bank to pond bottom, with side slopes that are no steeper than 4:1 and sodded bottoms; APPLICANT Request to exceed 6-foot pond depth in DRA-1 with no additional water quality treatment. The required SWFWMD nutrient loading criteria has been achieved. Additional storage is available within this DRA for back-to-back storm events by increasing the allowable storage depth to 8 feet. The geotechnical borings for the site indicate consistent soils. Additionally, no limestone or groundwater were encountered within pond borings.The engineering firm representing the applicant.
4. Mon, Jun 152 items
   1. Atlas Tranquility Park - Preliminary Plat - 000634 Waiver to Preliminary Plat in Review Parcel #: 39279-026-00 #WaiverPIR-000860-2026 Tillman & Associates Engineering, LLC LDC 6.12.9 - Subdivision Roads and Related Infrastructure CODE states A. In residential subdivisions, the road system shall be designed to serve the needs of the neighborhood and to discourage use by truck traffic and through traffic and still provide access to adjacent neighborhoods for emergency services. The use of neighborhood traffic calming devices such as traffic circles, cul-de-sac, etc. are encouraged in residential areas. B. Major local roads shall be identified on plans. C. All roads and related infrastructure within the proposed subdivision shall be designed, constructed, and paved to County specifications provided herein. D. The developer shall be required to design, construct, and pave to County specifications, one road from the subdivision to the nearest paved, public roadway with legal access, if such a road does not already exist. E. Roads and stormwater facilities within a subdivision shall be dedicated as either public or private. F. Public dedications shall be pre-approved by the Development Review Committee. If a MSBU is established as the maintenance and operation entity, roads and stormwater facilities can be platted as public. G. Cul-de-sac diameters to the right-of-way line shall not be less than 120 feet with a pavement radius of 40 feet for residential subdivisions and shall not be less than 120 feet to the right-of-way line with a pavement radius of 45 feet for commercial or industrial subdivisions. Refer to details in Section 7.3.1. A grassed island no greater than 50 feet in diameter may be constructed in the center of a cul-de-sac. 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. I. The total perimeter of a block shall not exceed 4,500 feet. Larger block perimeters will be permitted for blocks surrounding or adjacent to natural or artificial features such as lakes, rivers, and golf courses where limiting block lengths are not feasible and impractical. J. Corner radii at the intersection of the two rights-of-way shall be not less than 25 feet. Minimum pavement radii shall be 40 feet for residential subdivisions and 50 feet for commercial or industrial subdivisions. K. Centerline radii shall be designed to accommodate the minimum design speed of 30 mph for subdivision local and minor local roads, 40 mph for major local and collector roads, and 45 mph for arterial roads in accordance with FDOT and AASHTO Standards. L. Evacuation routes for developments shall be indicated on the improvement plans. APPLICANT - Requests a waiver for the roadway centerlines not meeting centerline radii for 30 mph design speed. Proposed curves warranting lower design speeds will have proper signage.The engineering firm acting as the applicant for the waiver.
   2. 441 Modular Home Dealership - Major Site Plan - 000672 - Waiver to Major Site Plan in Review Parcel #: 36943-000-00 # WaiverPIR-000896-2026 Tillman & Associates Engineering, LLC LDC 2.18.4.C - Construction, completion, and close out CODE states All subdivision improvements shall be constructed in accordance with approved plans and shall conform to regulations and specifications in effect on the date of approval of the improvement plans. APPLICANT requests to commence construction prior to plan approval and approve early site work permit (earthwork only) at the Developer's risk. All existing permitted trees to be preserved until tree preservation plan approval.
5. Mon, Jun 83 items
   1. Heatherwood - Improvement Plan 000674 - Waiver to Improvement Plan in Review Parcel #: 36640-004-00 # WaiverPIR-000846-2026 Tillman & Associates Engineering, LLC LDC 2.12.8 - Current boundary and topographic survey CODE states Current boundary and topographic survey (one foot contour intervals extending 100 feet beyond the project boundary) based upon accepted vertical datum. Surveys will be less than 12 months old and accurately reflect current site conditions, meeting standards set forth in Ch. 5J-17 FAC. Alternate topographic data may be accepted if pre-approved by the Marion County Land Surveyor. APPLICANT Request a waiver to allow for the use of the current boundary and topographic survey which is more than 12 months old will be submitted to DRC for consideration. LDC 6.12.9- Subdivision roads and related infrastructure CODE states A. In residential subdivisions, the road system shall be designed to serve the needs of the neighborhood and to discourage use by truck traffic and through traffic and still provide access to adjacent neighborhoods for emergency services. The use of neighborhood traffic calming devices such as traffic circles, cul-de-sac, etc. are encouraged in residential areas. B. Major local roads shall be identified on plans. C. All roads and related infrastructure within the proposed subdivision shall be designed, constructed, and paved to County specifications provided herein. D. The developer shall be required to design, construct, and pave to County specifications, one road from the subdivision to the nearest paved, public roadway with legal access, if such a road does not already exist. E. Roads and stormwater facilities within a subdivision shall be dedicated as either public or private. F. Public dedications shall be pre-approved by the Development Review Committee. If a MSBU is established as the maintenance and operation entity, roads and stormwater facilities can be platted as public. G. Cul-de-sac diameters to the right-of-way line shall not be less than 120 feet with a pavement radius of 40 feet for residential subdivisions and shall not be less than 120 feet to the right-of-way line with a pavement radius of 45 feet for commercial or industrial subdivisions. Refer to details in Section 7.3.1. A grassed island no greater than 50 feet in diameter may be constructed in the center of a cul-de-sac. 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. I. The total perimeter of a block shall not exceed 4,500 feet. Larger block perimeters will be permitted for blocks surrounding or adjacent to natural or artificial features such as lakes, rivers, and golf courses where limiting block lengths are not feasible and impractical. J. Corner radii at the intersection of the two rights-of-way shall be not less than 25 feet. Minimum pavement radii shall be 40 feet for residential subdivisions and 50 feet for commercial or industrial subdivisions. K. Centerline radii shall be designed to accommodate the minimum design speed of 30 mph for subdivision local and minor local roads, 40 mph for major local and collector roads, and 45 mph for arterial roads in accordance with FDOT and AASHTO Standards. L. Evacuation routes for developments shall be indicated on the improvement plans. APPLICANT Request a waiver to allow for the proposed design and posted speed will be submitted for consideration. Curve warning signage per FDOT Greenbook criteria is proposed as shown on Sheet 8.0. 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 Requests a waiver to allow for the use of a hammerhead style intersection on dead end roads will be submitted to DRC for consideration. The proposed dead end segments will be less than 150' in length. LDC 6.13.7(B)(2) - Geotechnical criteria CODE states B. Minimum requirements. (2) Number of tests. At least two tests shall be performed within the boundary of each proposed retention/detention area. For each half acre of pond bottom area and for each lineal retention/detention area of 250 feet, an additional test shall be conducted. The County Engineer or his designee, may require additional tests if the initial tests indicate the need for them. APPLICANT Requests a waiver to reduce the required number of borings from nine to seven for DRA-1. The provided soil borings stratification represents consistently the subsurface soils and groundwater conditions across the area and provide sufficient information for design.The engineering firm representing the applicant.
   2. 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.
   3. West Mini Farms - Preliminary Plat 33240 -Waiver to Preliminary Plat in Review Parcel #: 34979-000-00 # WaiverPIR-000857-2026 Tillman & Associates Engineering, LLC LDC 6.12.12. - Sidewalks CODE states A. Sidewalks shall be provided in the Urban Area, Rural Activity Centers, and Specialized Commerce Districts along arterial, collector, and major local streets where these streets adjoin the project and minimally along one side of the internal streets. Sidewalks shall be constructed with all-weather surfaces and shall meet Americans with Disabilities Act, Florida Building Code, and FDOT Design Standards. B. Sidewalks outside the right-of-way and independent of the street system are encouraged as an alternative to sidewalks parallel to a roadway, provided equivalent pedestrian needs are met. C. The sidewalk system shall provide connectivity between existing and proposed developments. D. At the discretion of the Development Review Committee, in lieu of construction along external streets, the developer may pay a sidewalk fee to the County in an amount necessary to complete construction. This amount shall be determined by the project engineer and approved by the County with payment required prior to final plan approval. The County may use these funds toward the construction of sidewalks throughout the County based on priorities established by the Board. APPLICANT Request a waiver to not provide sidewalk alongside of road. This is an agricultural subdivision in a rural area. There are no existing sidewalks in the subdivision or nearby vicinity.

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