Local Planning Agency and Planning Commission
Alachua County
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[04493-000-000, 04493-001-000, 04493-001-001, 04493-002-000, 07074-000-000, 07074-002-000, 04492-000-000, 04492-001-000, 04492-002-000, 04616-003-000, 04614-000-000, 04614-001-000, 04614-002-000, 04614-003-000, 4614-004-000, and 04614-005-000; case Z26-000005] This document details a proposed Large Scale Comprehensive Plan Amendment (Z26-000005) for Everlee Farms, Phase 2B, covering approximately 997 acres. The applicant, Lindsay Haga of England-Thims & Miller, Inc., seeks to change the future land use designation from Rural/Agriculture to 'Everlee Farmstead Community'. This amendment would permit up to 2,750 residential units and 200,000 sq. ft. of non-residential uses, along with 250 affordable housing units. The property is located east of SW 122nd Street, west of Haile Plantation, and south of the Oakmont Subdivision. The staff recommends approval, finding the proposal consistent with the Alachua County Comprehensive Plan, and recommends transmittal to the State for review. The document extensively discusses impacts on traffic, water/sewer, drainage, emergency services, solid waste, schools, and recreation, along with natural resource considerations like wetlands, strategic ecosystems, significant habitat, listed species (gopher tortoises), and geologic features. Public comment is not detailed in this portion of the document. [North of Archer Road and east of Parker Road] This document outlines the proposed Everlee Farmstead Community (EFC) Future Land Use designation, a Phase 2B Special Area Plan within the Hickory Sink Special Area Study. The project encompasses approximately 996 acres across multiple parcels. The EFC aims to create a large-scale master-planned community adjacent to the Urban Cluster, providing a transition from urban to sustainable rural character. It includes a mix of residential, commercial, agricultural, and conservation uses, governed by a Planned Development Zoning Master Plan. Key features include a professionally managed working farm (minimum 20 acres), distinct character areas (Farmstead, Hamlet, Village Edge, Village Core) with varying densities, and requirements for compact, walkable development, human-scaled design, and robust transportation and utility infrastructure. The maximum development program is set at 2,700 dwelling units and 200,000 square feet of non-residential development. The plan also addresses conservation areas, rural edge transitions, integration with conserved lands, agricultural compatibility, water conservation, and affordability (minimum 10% of units at 80% AMI). Transportation improvements include a new roadway connecting SR 24 and SW 122nd Street, with development approval contingent on SR 24 widening or developer agreements for capital infrastructure. Public facilities analysis indicates adequate capacity for potable water, wastewater, and other services. The project is located north of Archer Road and east of Parker Road. This document details the Comprehensive Plan Amendment for EVERLEE FARMS, also referred to as EVERLEE FARMSTEAD COMMUNITY. It outlines the project's consistency with Alachua County's Comprehensive Plan across various elements including Future Land Use, Transportation, Housing, Conservation and Open Space, Agricultural and Rural Development, Capital Improvements, Intergovernmental Coordination, Public School Facilities, and Recreation and Parks. The plan addresses wastewater and solid waste demand, stormwater management, transportation impacts (including projected traffic on SW 122nd Street, Archer Road, and Newberry Road), public school facilities, public safety, and parks and recreation. Key aspects include the proposed development's integration with existing neighborhoods, provision for multimodal transportation, conservation of natural resources with a commitment to preserving 20% of acreage as rural land stewardship, and adherence to best management practices for agriculture and silviculture. The project is designed to support a mix of housing types and aims to provide community amenities such as farmer's markets and agritourism opportunities. Public participation efforts, including neighborhood workshops, are noted. The document confirms that public facilities and services are anticipated to be adequate to serve the proposed development at adopted levels of service, with concurrency addressed through planned improvements and development phasing. This document details the planning and policy framework for the Everlee Farms development, a comprehensive plan amendment (CPA) that proposes a site-specific policy framework outside the Alachua County Urban Cluster. The project encompasses approximately 997 acres, resulting from the Special Area Study (SAS) of the original Lee family property. The development aims to cluster housing, integrate agricultural and open space uses, and provide neighborhood-serving commercial and recreational facilities. It emphasizes pedestrian and bicycle linkages, energy-efficient and low-maintenance facilities, and accessibility for persons with disabilities. The plan addresses infrastructure needs including potable water, sanitary sewer, stormwater management, and solid waste systems, ensuring consistency with county policies and concurrency requirements. Economic development is supported through agritourism, farmer's markets, and educational classes. The development also promotes affordable housing options and community health through access to fresh food and recreational spaces. A significant portion of the analysis focuses on addressing Policy 7.1.3 regarding Urban Cluster capacity, arguing that the county's broad capacity analysis does not fully account for realistic land availability, environmental constraints, entitlement readiness, product type, or submarket location, thus justifying the site-specific framework for Everlee Farms. [Directly east of Parker Road (SW 122nd Street), directly north of SW Archer Road (SR-24); case ETM No. 25-472] This document is a Land Development Traffic Assessment (LDTA) for the proposed Everlee Farms development in Alachua County, Florida. The project, developed by The Robert Companies (also referred to as Roberts Capital Ventures, LLC), is a 997.3-acre mixed-use development planned in two phases. Phase 1 includes 680 single-family detached units, 330 single-family attached units, and 330 multifamily units. Phase 2 will add 815 single-family detached units, 295 single-family attached units, 295 multifamily units, and 200,000 square feet of general commercial space. The total development program is 2,700 residential dwelling units and 200,000 square feet of non-residential uses. The project is located east of Parker Road (SW 122nd Street) and north of SW Archer Road (SR-24). The assessment analyzes traffic impacts, with Phase 1 buildout projected for 2034 and full buildout for 2041. At Phase 1 completion, all roadway segments are expected to operate below capacity. At full buildout (2041), SW Archer Road between SW 44th Street and SW 107th Street will require widening to maintain adequate capacity. Several intersections along SW Archer Road are projected to fail at full buildout and will require widening to four lanes. Site access will be provided via two full-access driveways on Parker Road and one full-access driveway on SW Archer Road at 107th Street. Recommendations include potential transportation mitigation for Phase 2 and coordination with FDOT for the intersection of SW 107th Street and SW Archer Road. No public comment or stakeholder sentiment is detailed in this specific excerpt. [South of the future University of Florida Golf Course, and north of SW Archer Road (SR-24); case 25-472] This document details the traffic analysis methodology and findings for the Everlee Farms development, a multi-phase project planned over approximately 15 years, with completion expected by 2041. The analysis projects acceptable traffic levels of service through Phase 1 (2034) but anticipates capacity deficiencies along SW Archer Road (SR-24) and at multiple intersections by Phase 2 (2041). Key access points include Parker Road (SW 122nd Street) for initial phases and SW 107th Street and SW Archer Road for later phases, requiring coordination with FDOT. The project is located south of the future University of Florida Golf Course and north of SW Archer Road (SR-24). The developer is England-Thims & Miller, Inc. (ETM), with case number ETM No.: 25-472. Public comments and review comments highlight concerns regarding environmental protection (Conservation Management Areas), consistency with comprehensive plan policies, and the need for more specific phasing and mitigation details for roadway improvements. [Parker Road and SW Archer Road (intersections mentioned), Parker Road (main project entrance); case Z26-000005] This document contains review comments and a response memorandum regarding the Everlee Farms project (Case Number Z26-000005). The comments focus on transportation and traffic impact analysis, including roadway capacity, signal warrants, turn lane lengths, access points, and trip generation. The applicant, Everlee Farms CPA, is proposing a development that includes approximately 580 single-family detached units, 200 single-family attached units, and 400 multifamily units, along with 200,000 SF of general commercial space. Key intersections discussed include SW Parker Road & SW 65th Avenue, SW Archer Road & SW 107th Street, and SW Archer Road & SW Lugano Blvd. The project's main entrance is proposed along Parker Road. The applicant's response memo, dated July 1, 2026, addresses several comments, including revising the development program, updating the travel demand model, removing references to FDOT Archer Road widening, and clarifying access points. The document also includes historical AADT data for various Alachua County road segments. This document contains historical Average Annual Daily Traffic (AADT) data for various sites in Alachua County, Florida, for the years 2010 through 2025. It also includes detailed traffic counts for specific intersections on November 19, 2025, and peak season factor data for Alachua County in 2025. No development projects, zoning changes, or decisions are mentioned. This document contains traffic count data for multiple intersections, primarily focused on Parker Road and Archer Road. It details vehicle volumes, peak hour factors, and heavy vehicle percentages for various time periods (AM and PM peaks) on specific dates (e.g., April 22, 2026, July 1, 2026). The data appears to be for existing conditions and projected future volumes related to development, possibly for 'Everlee Farms'. Specific intersections include Parker Rd & SW 73rd Ave, SW Lugano Blvd & Archer Rd, and SW 107th St & Archer Rd, among others. The document includes detailed Synchro worksheets analyzing traffic flow, capacity, delay, and Level of Service (LOS) at signalized and unsignalized intersections. [SW 91st St. & SW Archer Rd] Traffic analysis for the intersection of SW 91st St. & SW Archer Rd. for AM and PM existing conditions. The analysis includes lane configurations, traffic volumes, signal timings, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [Parker Rd (SW (122nd) & SW 24th Ave] Traffic analysis for the intersection of Parker Rd (SW 122nd) & SW 24th Ave for AM and PM existing conditions. The analysis includes lane configurations, traffic volumes, signal timings, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)] Traffic analysis for the intersection of SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd) for PM existing conditions. The analysis includes lane configurations, traffic volumes, signal timings, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd.] Traffic analysis for the intersection of SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. for PM existing conditions. The intersection is un-signalized. The analysis includes lane configurations, traffic volumes, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [SW Archer Rd. & SW 107th St.] Traffic analysis for the intersection of SW Archer Rd. & SW 107th St. for PM existing conditions. The intersection is un-signalized. The analysis includes lane configurations, traffic volumes, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [Parker Rd (SW (122nd) & SW 73rd Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 73rd Ave for PM existing conditions. The intersection is un-signalized. The analysis includes lane configurations, traffic volumes, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [Parker Rd (SW (122nd)] Traffic analysis for the intersection of Parker Rd (SW (122nd) for PM existing conditions. The intersection is un-signalized. The analysis includes lane configurations, traffic volumes, and intersection performance metrics such as delay and level of service (LOS). No specific project development or zoning change is mentioned; this appears to be a traffic study of existing conditions. [Parker Rd (SW 122nd) & SW 24th Ave] Traffic analysis for the intersection of Parker Rd (SW 122nd) & SW 24th Ave, including existing and future traffic volumes, signal timings, and intersection performance metrics. The analysis was conducted on 07/01/2026, with data collected on 05/14/2026. This document details traffic flow, delays, and level of service (LOS) for various movements within the intersection. [SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)] Traffic analysis for the intersection of SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)), focusing on AM background conditions (P1). The analysis was conducted on 07/01/2026, with data collected on 05/14/2026. It details traffic volumes, signal timings, and intersection performance metrics, including control delay and level of service (LOS) for various movements. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd.] Traffic analysis for the intersection of SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [SW Archer Rd. & SW 107th St.] Traffic analysis for the intersection of SW Archer Rd. & SW 107th St. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [Parker Rd (SW (122nd) & SW 73rd Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 73rd Ave. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [Parker Rd (SW (122nd) & SW 56th Pl] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 56th Pl. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [Parker Rd (SW (122nd) & SW 65th Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 65th Ave. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [SW 91st St. & SW Archer Rd] Traffic analysis for the intersection of SW 91st St. & SW Archer Rd. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. The intersection is signalized with a cycle length of 90 seconds and an actuated cycle length of 89.9 seconds. The overall intersection capacity utilization is 84.2% with a Level of Service E. No specific development project details, applicant names, or case numbers are mentioned. [Parker Rd (SW (122nd) & SW 24th Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 24th Ave. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. The intersection is signalized with a cycle length of 80 seconds and an actuated cycle length of 71.5 seconds. The overall intersection capacity utilization is 70.9% with a Level of Service C. No specific development project details, applicant names, or case numbers are mentioned. [SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)] Traffic analysis for the intersection of SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd). The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. The intersection is signalized with a cycle length of 65 seconds and an actuated cycle length of 61.7 seconds. The overall intersection capacity utilization is 74.3% with a Level of Service D. No specific development project details, applicant names, or case numbers are mentioned. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd.] Traffic analysis for the intersection of SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [SW Archer Rd. & SW 107th St.] Traffic analysis for the intersection of SW Archer Rd. & SW 107th St. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [Parker Rd (SW (122nd) & SW 73rd Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 73rd Ave. The analysis includes current and future traffic volumes, lane configurations, and traffic control measures. The report details various traffic flow parameters, delays, and level of service for different movements within the intersection. No specific development project details, applicant names, case numbers, or decisions are mentioned in this section. [Multiple intersections including Parker Rd (SW 122nd) & SW 73rd Ave, Parker Rd (SW 122nd) & SW 56th Pl, Parker Rd (SW 122nd) & SW 65th Ave, SW 91st St. & SW Archer Rd, Parker Rd (SW 122nd) & SW 24th Ave, SW Archer Rd & Parker Rd (SW 122nd), SW 72nd Ct/SW Lugano Blvd & SW Archer Rd, SW Archer Rd. & SW 107th St., and Parker Rd (SW 122nd) & SW 73rd Ave.] This document contains traffic analysis data for multiple intersections, primarily focusing on traffic volumes, flow rates, and intersection capacity utilization. It does not contain information about specific development projects, zoning changes, applicants, case numbers, or decisions. The data pertains to various intersections along Parker Rd (SW 122nd) and SW Archer Rd, with dates of analysis including 07/01/2026 and report dates of 05/14/2026. The analysis periods are specified as PM BG P1 and AM BG P2. [SW 91st St. & SW Archer Rd] Traffic analysis for the intersection of SW 91st St. and SW Archer Rd. on 07/01/2026, during the PM peak period. The analysis includes detailed lane configurations, traffic volumes, signal timings, and capacity calculations. The intersection is signalized with a semi-actuated, uncoordinated control type. The maximum v/c ratio is 0.89, and the overall intersection delay is 25.1 s/veh, resulting in a LOS C. The Intersection Capacity Utilization is 70.7%, indicating a Level of Service E. [Parker Rd (SW 122nd) & SW 24th Ave] Traffic analysis for the intersection of Parker Rd (SW 122nd) & SW 24th Ave on 07/01/2026, during the AM peak period. The intersection is signalized with a semi-actuated, uncoordinated control type. The maximum v/c ratio is 0.89, and the overall intersection delay is 12.8 s/veh, resulting in a LOS B. The Intersection Capacity Utilization is 74.8%, indicating a Level of Service D. [SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)] Traffic analysis for the intersection of SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd) on 07/01/2026, during the PM peak period. The intersection is signalized with a semi-actuated, uncoordinated control type. The maximum v/c ratio is 0.84, and the overall intersection delay is 22.5 s/veh, resulting in a LOS C. The Intersection Capacity Utilization is 77.9%, indicating a Level of Service D. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd.] Traffic analysis for the intersection of SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. on 07/01/2026, during the PM peak period. This is an un-signalized intersection. The overall intersection delay is 6.3 s/veh, resulting in a LOS B. The Intersection Capacity Utilization is 61.8%, indicating a Level of Service B. [SW Archer Rd. & SW 107th St.] Traffic analysis for the intersection of SW Archer Rd. & SW 107th St. on 07/01/2026, during the PM peak period. This is an un-signalized intersection. The overall intersection delay is 3.9 s/veh, resulting in a LOS A. The Intersection Capacity Utilization is 53.9%, indicating a Level of Service A. [Parker Rd (SW 122nd) & SW 73rd Ave] Traffic analysis for the intersection of Parker Rd (SW 122nd) & SW 73rd Ave on 07/01/2026, during the PM peak period. This is an un-signalized intersection. The overall intersection delay is 0.2 s/veh, resulting in a LOS A. The Intersection Capacity Utilization is 28.9%, indicating a Level of Service A. [Parker Rd (SW 122nd) & SW 56th Pl] Traffic analysis for the intersection of Parker Rd (SW 122nd) & SW 56th Pl on 07/01/2026, during the PM peak period. This is an un-signalized intersection. The overall intersection delay is 0.7 s/veh, resulting in a LOS A. The Intersection Capacity Utilization is 28.4%, indicating a Level of Service A. [Parker Rd (SW 122nd) & SW 65th Ave] Traffic analysis for the intersection of Parker Rd (SW 122nd) & SW 65th Ave on 07/01/2026, during the PM peak period. This is an un-signalized intersection. The overall intersection delay is 0.2 s/veh, resulting in a LOS A. The Intersection Capacity Utilization is 29.3%, indicating a Level of Service A. [SW 91st St. & SW Archer Rd] Traffic analysis for the intersection of SW 91st St. & SW Archer Rd on 07/01/2026, during the PM peak period. The intersection is signalized with a semi-actuated, uncoordinated control type. The maximum v/c ratio is 0.89, and the overall intersection delay is 25.1 s/veh, resulting in a LOS C. The Intersection Capacity Utilization is 70.7%, indicating a Level of Service C. [Parker Rd (SW (122nd) & SW 24th Ave] This document contains traffic analysis data for the intersection of Parker Road and SW 24th Avenue, and for the proposed Flint Rock subdivision. The Flint Rock subdivision is planned for 210 single-family housing units. The traffic study for Flint Rock, approved on February 27, 2020, uses turning movement counts from April 25, 2018, at Parker Road and SW 24th Avenue to derive background traffic volumes and trip distribution. The study recommends a 405 FT southbound right-turn lane at the north access of Parker Road, a 455 FT northbound left-turn lane at the north access of Parker Road, and a 125 FT southbound right-turn taper at the south access of Parker Road. The intersection of Parker Road and SW 24th Avenue is analyzed for existing and future traffic volumes, with a projected HCM 7th Control Delay of 17.8 s/veh and LOS B for the PM peak. [NW quadrant of SW 91st Street and SR 24/Archer Road] This document contains traffic analysis data for the Lugano TND (Townhouse Neighborhood Development) located at the intersection of SW 91st Street and SR 24/Archer Road. The development is approved for two main entrances: one on SW 91st Street approximately 0.3 miles north of Archer Road, and another on Archer Road approximately 0.3 miles west of SW 91st Street. The development includes single-family detached housing, residential condominium/townhouse, general office, and specialty retail center land uses. The analysis covers three build-out scenarios: current FDP (2018), Phase 1 (2020), and Phase 2 (2025). Key recommendations include upgrading the northbound left-turn lane at SW 91st Street and SW 65th Avenue to have a two-car (50 FT) queue length, improving the southbound left-turn lane at SW 91st Street and Archer Road prior to 2025 build approval, and providing an eastbound left-turn lane at the Archer Road access. The intersection of SW 91st Street at Archer Road is projected to have LOS D and F for eastbound through and southbound left turn movements respectively by 2025. The intersection of SW 91st Street at SW 46th Boulevard is an all-way stop controlled intersection, and SW 91st Street at SW 65th Avenue and Project Drive at Archer Road are two-way stop controlled. [Intersection of SR 24/Archer Road and SW 91st Street, and related intersections.] This document analyzes traffic impacts for the Lugano TND development, focusing on intersections at SW 91st Street and SW 46th Boulevard, SW 91st Street and SW 65th Avenue, SW 91st Street and SR 24/Archer Road, and the project access at SR 24/Archer Road. Key findings include potential future improvements needed at SW 91st Street and SW 46th Boulevard by 2025, upgrades required for the northbound left turn lane at SW 91st Street and SW 65th Avenue, and necessary improvements for the southbound left turn lane at SW 91st Street and Archer Road prior to 2025 build approval. An eastbound left turn lane will also be required at the project access on Archer Road when constructed. The document notes that project traffic contributes to some delays but is not the sole cause, suggesting shared responsibility for improvements. Specific traffic volumes and delay analyses are provided for AM and PM peak hours under existing, background, and build conditions for 2017, 2018, 2020, and 2025. [SW 91st St and SW 65th Ave] Traffic volume analysis for the intersection of SW 91st Street and SW 65th Avenue, conducted by Peggy Malone & Associates, Inc. on 9/19/2017. The analysis covers various times of day and vehicle types, including cars, trucks, and bicycles. Peak hour analysis for the entire intersection occurred between 05:00 PM and 05:15 PM, with a grand total of 1167 vehicles recorded. [Private Driveways and Archer Rd] Traffic volume analysis for private driveways and Archer Road (AM peak) conducted by Peggy Malone & Associates, Inc. on 9/19/2017. The analysis includes vehicle counts for cars, trucks, and bicycles at various times. The peak hour for the entire intersection was identified as beginning at 06:45 AM, with a grand total of 1938 vehicles recorded. [Private Driveways and Archer Rd] Traffic volume analysis for private driveways and Archer Road (PM peak) conducted by Peggy Malone & Associates, Inc. on 9/19/2017. The analysis includes vehicle counts for cars, trucks, and bicycles at various times. The peak hour for the entire intersection was identified as beginning at 05:00 PM, with a grand total of 2271 vehicles recorded. Traffic generation analysis for the 'Lugano' development by CHW, with analysis by Brian Snyder, PE, dated 11/9/2017. Phase 1 (build-out year 2020) projects a total of 263,273 trips, including 2250 sq ft of general office space, 12375 sq ft of specialty retail, and 230 residential units. Phase 2 (full site build-out year 2025) projects a total of 477,493 trips, including 2250 sq ft of general office space, 24750 sq ft of specialty retail, and 460 residential units. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2017 Existing). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of B for the intersection with an intersection delay of 18.6 s/veh. Bicycle LOS is F for the Northbound approach. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2018 Background). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of B for the intersection with an intersection delay of 19.6 s/veh. Bicycle LOS is F for the Northbound approach. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2018 Build). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of C for the intersection with an intersection delay of 21.2 s/veh. Bicycle LOS is F for the Northbound approach. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2020 Background). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of C for the intersection with an intersection delay of 24.1 s/veh. Bicycle LOS is F for the Northbound approach. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2020 Build). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of C for the intersection with an intersection delay of 26.9 s/veh. Bicycle LOS is F for the Northbound approach. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2025 Background). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of D for the intersection with an intersection delay of 38.7 s/veh. Bicycle LOS is F for the Northbound approach. [SR 24/Archer at SW 91st] HCS7 Signalized Intersection Results Summary for SR 24/Archer Road at SW 91st Street (AM Peak, 2025 Build). Analyst: Tony Flegert, PE. Agency: CHW. The analysis indicates a Level of Service (LOS) of D for the intersection with an intersection delay of 46.8 s/veh. Bicycle LOS is F for the Northbound approach. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2017 Existing). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C with an intersection delay of 24.0 s/veh. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2018 Background). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C with an intersection delay of 28.5 s/veh. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2018 Build). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C with an intersection delay of 34.4 s/veh. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2020 Background). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of E with an intersection delay of 47.7 s/veh. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2020 Build). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of F with an intersection delay of 57.2 s/veh. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2025 Background). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of F with an intersection delay of 126.0 s/veh. [SW 91st at SW 46th] HCS7 All-Way Stop Control Report for SW 91st at SW 46th (AM Peak, 2025 Build). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of F with an intersection delay of 139.2 s/veh. [SW 91st St at SW 65th Ave] HCS7 Two-Way Stop-Control Report for SW 91st St at SW 65th Ave (AM Peak, 2017 Existing). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C for the eastbound approach and C for the northbound approach. [SW 91st St at SW 65th Ave] HCS7 Two-Way Stop-Control Report for SW 91st St at SW 65th Ave (AM Peak, 2018 Background). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C for the eastbound approach and C for the northbound approach. [SW 91st St at SW 65th Ave] HCS7 Two-Way Stop-Control Report for SW 91st St at SW 65th Ave (AM Peak, 2018 Build). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C for the eastbound approach and C for the northbound approach. [SW 91st St at SW 65th Ave] HCS7 Two-Way Stop-Control Report for SW 91st St at SW 65th Ave (AM Peak, 2020 Background). Analyst: Tony Flegert, PE. Agency: CHW. The intersection has an overall Level of Service (LOS) of C for the eastbound approach and C for the northbound approach. [SW 91st St at SW 65th Ave] Traffic analysis for the intersection of SW 91st Street and SW 65th Avenue in Alachua County, Florida, was conducted for AM and PM peak hours for the years 2017 (Existing), 2018 (Background), 2020 (Background and Build), and 2025 (Background and Build). The analysis focuses on traffic volumes, delays, and levels of service under various traffic conditions. No specific project development or zoning change is detailed, but the data indicates projected increases in traffic volume and associated delays at this intersection over time, particularly in the 'Build' scenarios for 2020 and 2025, leading to degraded Level of Service (LOS) from A/B/C to D/E/F in some approaches. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for the intersection of Project Driveway at SR 24 (Archer Road) in FDOT jurisdiction was conducted for AM peak hour for the years 2017 (Existing), 2018 (Background and Build), 2020 (Background and Build), and 2025 (Background and Build). The analysis focuses on traffic volumes, delays, and levels of service. The 'Build' scenarios show projected increases in traffic volume and associated delays, with some approaches degrading to Level of Service (LOS) C and D by 2025. [SW 91st at SW 46th] Traffic analysis for the intersection of SW 91st Street and SW 46th Blvd. in Alachua County, Florida, was conducted for PM peak hour for the years 2017 (Existing), 2018 (Background and Build), 2020 (Background and Build), and 2025 (Background and Build). The analysis focuses on traffic volumes, delays, and levels of service. The 'Build' scenarios show projected increases in traffic volume and associated delays, with some approaches degrading to Level of Service (LOS) D and F by 2025. [SW 91st St at SW 65th Ave] Traffic analysis for the intersection of SW 91st St at SW 65th Ave in Alachua County, performed on 11/11/2017 for the PM Peak in 2025 (Background). The analysis indicates significant control delay and Level of Service F for multiple approaches under projected traffic conditions. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Existing conditions in 2017. The analysis shows low traffic volumes and excellent Level of Service (A or B) for all approaches. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Background conditions in 2018. The analysis shows low traffic volumes and excellent Level of Service (A or B) for all approaches. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Build conditions in 2018. The analysis shows low traffic volumes and excellent Level of Service (A or B) for all approaches. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Background conditions in 2020. The analysis shows low traffic volumes and excellent Level of Service (A or B) for most approaches, with one approach showing Level of Service D. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Build conditions in 2020. The analysis shows low traffic volumes and excellent Level of Service (A or B) for most approaches, with some approaches showing Level of Service D or E. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Background conditions in 2025. The analysis shows low traffic volumes and excellent Level of Service (A or B) for most approaches, with some approaches showing Level of Service E. [Project Driveway at SR 24 (Archer Road)] Traffic analysis for a project driveway at SR 24 (Archer Road) in FDOT jurisdiction, performed on 11/11/2017 for PM Peak Build conditions in 2025. The analysis shows low traffic volumes and excellent Level of Service (A or B) for most approaches, with some approaches showing Level of Service E or F. [Project Access at Archer Road] Turn Lane Warrant Analysis for Project Access at Archer Road, AM Peak 2025 Build. The analysis indicates that left-turn treatment is NOT warranted for a 2-lane roadway with an advancing volume of 857 veh/h and an opposing volume of 345 veh/h. [Project Access at Archer Road] Turn Lane Warrant Analysis for Project Access at Archer Road, PM Peak 2020 Build. The analysis indicates that left-turn treatment IS warranted for a 2-lane roadway with an advancing volume of 512 veh/h and an opposing volume of 880 veh/h. [Project Access at Archer Road] Turn Lane Warrant Analysis for Project Access at Archer Road, PM Peak 2025 Build. The analysis indicates that left-turn treatment IS warranted for a 2-lane roadway with an advancing volume of 573 veh/h and an opposing volume of 976 veh/h. Internal capture and pass-by information for a Residential Landuse project with 2,750 DUs during the AM Peak Hour. Total internal trips are 1597, with 20 external trips (1% of total). Internal capture and pass-by information for a Residential Landuse project with 2,750 DUs during the PM Peak Hour. Total internal trips are 1665, with 152 external trips (8% of total). Vehicle Pass-By Rates by Land Use data, including General Urban/Suburban settings. For example, Land Use Code 213 (Florida, 1990) shows a 28% primary pass-by rate and 31% diverted pass-by rate, totaling 41% pass-by trips. Pass-By Characteristics for Individual Sites: Shopping Center (> 150k), Weekday PM Peak Period. For sites with GLA between 150 and 300k, the pass-by trip percentage is 29%. For sites with GLA between 300 and 900k, it is 19%. [Alachua County] Alachua County Model Distribution Plots for Phase 1. This document displays distribution percentages for various traffic movements and origins/destinations within the Alachua County model. [Alachua County] Alachua County Model Distribution Plots for Phase 2. This document displays distribution percentages for various traffic movements and origins/destinations within the Alachua County model. Access Distribution Calculations for Everlee Farms Planned Development. This document details access points and distribution calculations for various character areas within the development. Zoning Master Plan for Everlee Farms Planned Development. Total project area is 997.3 acres. Development program includes a maximum of 2,700 residential dwelling units and 200,000 sq ft of non-residential uses. The plan outlines various character areas including Village Core, Village Edge, Hamlet, Farmstead, and Rural/Agriculture/Open Space. Residential Densities for Everlee Farms Planned Development, detailing units per acre for Farmstead (0.3 DUs/Acr), Hamlet (5 DUs/Acr), Village Edge (10 DUs/Acr), and Village Core (16 DUs/Acr) character areas, with specific acreage and DU counts for different entrances (Main Parker, South Parker, Main/Lugano, Archer Entrance). [SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)] Buildout Condition - Synchro Worksheets for Intersection 1: SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)) AM BO P1. Analysis for the AM Baseline (BO P1) scenario on 07/01/2026 shows a maximum v/c Ratio of 1.21 for the Northbound Left turn, resulting in Level of Service F. Other approaches show better LOS, with some at LOS A or B. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd] Buildout Condition - Synchro Worksheets for Intersection 2: SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. AM BO P1. Analysis for the AM Baseline (BO P1) scenario on 07/01/2026 shows an overall intersection delay of 3.3 s/veh and an ICU Level of Service C. The Southbound approach has a significant delay (62.12 s/veh) and Level of Service F. [SW Archer Rd. & SW 107th St] Buildout Condition - Synchro Worksheets for Intersection 7: SW Archer Rd. & SW 107th St. AM BO P1. Analysis for the AM Baseline (BO P1) scenario on 07/01/2026 shows an intersection delay of 46.6 s/veh and an ICU Level of Service D. The Northbound Left turn approach has a v/c Ratio of 1.564 and a delay of 332.8 s/veh, resulting in Level of Service F. [Parker Rd (SW (122nd) & SW 73rd Ave] Buildout Condition - Synchro Worksheets for Intersection 8: Parker Rd (SW (122nd) & SW 73rd Ave. AM BO P1. Analysis for the AM Baseline (BO P1) scenario on 07/01/2026 shows an overall intersection delay of 35.7% ICU Level of Service A. All approaches show good Level of Service (A or B). Traffic analysis for intersections along Parker Road (SW 122nd) and SW Archer Road, including SW 56th Pl, SW 65th Ave, SW 91st St, South Access, SW 24th Ave, SW 107th St, and SW Lugano Blvd. The document details traffic volumes, future projections, lane configurations, signal timings, and capacity analyses for various approaches and movements at these intersections. Specific intersections analyzed include Parker Rd (SW 122nd) & SW 56th Pl, Parker Rd (SW 122nd) & SW 65th Ave, SW 91st St. & SW Archer Rd, Parker Rd (SW 122nd) & South Access, Parker Rd (SW 122nd) & SW 24th Ave, SW Archer Rd & Parker Rd (SW 122nd), SW 72nd Ct/SW Lugano Blvd & SW Archer Rd, and SW Archer Rd & SW 107th St. The analysis focuses on intersection delay, level of service (LOS), and volume to capacity (v/c) ratios for both AM and PM peak hours. [SW Archer Rd. & SW 107th St.] Intersection analysis for SW Archer Rd. & SW 107th St. on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 60.9% and a Level of Service B. [Parker Rd (SW 122nd) & SW 73rd Ave] Intersection analysis for Parker Rd (SW 122nd) & SW 73rd Ave on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 38.5% and a Level of Service A. [Parker Rd (SW 122nd) & SW 56th Pl] Intersection analysis for Parker Rd (SW 122nd) & SW 56th Pl on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 43.8% and a Level of Service A. [Parker Rd (SW 122nd) & SW 65th Ave] Intersection analysis for Parker Rd (SW 122nd) & SW 65th Ave on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 51.7% and a Level of Service A. Note: Volume exceeds capacity at one movement. [SW 91st St. & SW Archer Rd] Intersection analysis for SW 91st St. & SW Archer Rd on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 76.1% and a Level of Service D. Note: One movement's 95th percentile volume exceeds capacity. [Parker Rd (SW 122nd) & South Access] Intersection analysis for Parker Rd (SW 122nd) & South Access on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 45.0% and a Level of Service A. [Parker Rd (SW 122nd) & SW 24th Ave] Intersection analysis for Parker Rd (SW 122nd) & SW 24th Ave on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 71.8% and a Level of Service C. Note: One movement's 95th percentile volume exceeds capacity. [SW Archer Rd. & Parker Rd (SW 122nd)/Parker Rd (SW 122nd)] Intersection analysis for SW Archer Rd. & Parker Rd (SW 122nd)/Parker Rd (SW 122nd) on 07/01/2026, with a projected future volume analysis for 05/14/2026. The intersection has an Intersection Capacity Utilization of 83.3% and a Level of Service E. Note: One movement's volume exceeds capacity. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd.] Intersection analysis for SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. on 07/01/2026, with a projected future volume analysis for 05/14/2026. [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd] Intersection analysis at SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 94.1% and a Level of Service F. The intersection delay is 153.5 s/veh. [SW Archer Rd. & SW 107th St.] Intersection analysis at SW Archer Rd. & SW 107th St. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 95.3% and a Level of Service F. The intersection signal delay is 60.4 s/veh. [Parker Rd (SW (122nd) & SW 73rd Ave] Intersection analysis at Parker Rd (SW (122nd) & SW 73rd Ave. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 36.2% and a Level of Service A. The intersection delay is 0.3 s/veh. [Parker Rd (SW (122nd) & SW 56th Pl] Intersection analysis at Parker Rd (SW (122nd) & SW 56th Pl. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 57.4% and a Level of Service B. The intersection delay is 1.9 s/veh. [Parker Rd (SW (122nd) & SW 65th Ave] Intersection analysis at Parker Rd (SW (122nd) & SW 65th Ave. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 62.6% and a Level of Service B. The intersection delay is 4.4 s/veh. [SW 91st St. & SW Archer Rd] Intersection analysis at SW 91st St. & SW Archer Rd. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 112.4% and a Level of Service H. The intersection signal delay is 123.5 s/veh. [Parker Rd (SW (122nd)] Intersection analysis at Parker Rd (SW (122nd). The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 53.1% and a Level of Service A. The intersection signal delay is 10.3 s/veh. [Parker Rd (SW (122nd) & SW 24th Ave] Intersection analysis at Parker Rd (SW (122nd) & SW 24th Ave. The analysis period is 15 minutes, with a calculated Intersection Capacity Utilization of 98.9% and a Level of Service F. The intersection signal delay is 67.1 s/veh. [SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd)] Traffic analysis for the intersection of SW Archer Rd & Parker Rd (SW 122nd)/Parker Rd (SW (122nd). The analysis covers traffic volumes, lane configurations, signal timings, and capacity. The intersection is controlled by semi-actuated signals. The peak hour analysis indicates a maximum v/c ratio of 0.98 and an intersection LOS of C, with an Intersection Capacity Utilization of 89.9% (LOS E). [SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd] Traffic analysis for the intersection of SW 72nd Ct/SW Lugano Blvd & SW Archer Rd/SW Archer Rd. The intersection is un-signalized. The analysis indicates an Intersection Capacity Utilization of 99.6% (LOS F). [SW Archer Rd. & SW 107th St.] Traffic analysis for the intersection of SW Archer Rd. & SW 107th St. The intersection is controlled by semi-actuated signals. The peak hour analysis indicates a maximum v/c ratio of 0.90 and an intersection LOS of C, with an Intersection Capacity Utilization of 84.2% (LOS E). [Parker Rd (SW (122nd) & SW 73rd Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 73rd Ave. The intersection is un-signalized. The analysis indicates an Intersection Capacity Utilization of 34.6% (LOS A). [Parker Rd (SW (122nd) & SW 56th Pl] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 56th Pl. The intersection is un-signalized. The analysis indicates an Intersection Capacity Utilization of 52.7% (LOS A). [Parker Rd (SW (122nd) & SW 65th Ave] Traffic analysis for the intersection of Parker Rd (SW (122nd) & SW 65th Ave. The intersection is un-signalized. The analysis indicates an Intersection Capacity Utilization of 55.8% (LOS B). [SW 91st St. & SW Archer Rd] Traffic analysis for the intersection of SW 91st St. & SW Archer Rd. The intersection is controlled by semi-actuated signals. The peak hour analysis indicates a maximum v/c ratio of 1.17 and an intersection LOS of G, with an Intersection Capacity Utilization of 101.7% (LOS G). This indicates significant congestion and queues. [Parker Rd (SW (122nd) & South Access] Traffic analysis for the intersection of Parker Rd (SW (122nd) & South Access. The intersection is controlled by semi-actuated signals. The peak hour analysis indicates a maximum v/c ratio of 0.56 and an intersection LOS of A, with an Intersection Capacity Utilization of 50.7% (LOS A). [southeast of the SW Archer Rd./SW 75th Terr. intersection; case Z25-000033 (Comp Plan Amendment) and Z25-000032 (Rezoning)] Application Z25-000033, a Small-Scale Comprehensive Plan Amendment, requested to change the future land use designation from Institutional to Commercial on approximately 1.26 acres. Associated rezoning request Z25-000032 sought to change zoning from Agricultural (1 dwelling unit per 5 acres) to BA (automotive oriented business). The site is located southeast of the SW Archer Rd./SW 75th Terr. intersection. The Planning Commission recommended approval. [7816 SW Archer Road; case Z25-000034 (Comp Plan Amendment) and Z26-000001 (Rezoning)] Application Z25-000034, a Small-Scale Comprehensive Plan Amendment, requested to change the land use designation from Medium Density Residential (4-8 dwelling units per acre) to Medium-High Density Residential (8-14 dwelling units per acre) on approximately 8.04 acres at 7816 SW Archer Road. Associated rezoning request Z26-000001 sought to change zoning from R-1b (4-8 dwelling units per acre) to R-2a (8-14 dwelling units per acre). The Planning Commission approved the application with a 4-3 vote, with Commissioners Vinson, McCaslin, and Mutch opposed. [3500 NW 97th Blvd; case Z26-000006 (Comp Plan Amendment) and Z26-000007 (Rezoning)] Application Z26-000006, a Small-Scale Comprehensive Plan Amendment, requested to change the future land use designation from Tourist/Entertainment to Commercial on approximately 1.36 acres at 3500 NW 97th Blvd. Associated rezoning request Z26-000007 sought to change zoning from BH (highway-oriented business services) to BR (retail sales and services). The Planning Commission approved the application with a 7-0 vote. [east side of SW 122nd Street (Parker Road) south of Myra Terwilliger Elementary School; case Z26-000002 (Comp Plan Amendment) and Z26-000004 (Rezoning)] Application Z26-000002, a large-scale Comprehensive Plan Amendment, requested a change from Rural/Agriculture (1 dwelling unit per 5 acres) to UF Golf Institutional future land use and related policies on approximately 580 acres. The site is located on the east side of SW 122nd Street (Parker Road) south of Myra Terwilliger Elementary School. Associated rezoning request Z26-000004 sought to rezone from 'A' (Agriculture) to 'PD' (Planned Development) with an Institutional land use. The Planning Commission recommended approval for transmittal to the Board of County Commissioners with a 5-1 vote (Commissioner McCaslin recused, Commissioner Young opposed).
- Board:
- Local Planning Agency and Planning Commission
- Date:
- 2026-07-15
- Type:
- Agenda
- Decision:
- Staff recommends approval and transmittal to the State for review and comment.
- Address:
- 04493-000-000, 04493-001-000, 04493-001-001, 04493-002-000, 07074-000-000, 07074-002-000, 04492-000-000, 04492-001-000, 04492-002-000, 04616-003-000, 04614-000-000, 04614-001-000, 04614-002-000, 04614-003-000, 4614-004-000, and 04614-005-000
- Applicant:
- Lindsay Haga, AICP, of England-Thims & Miller, Inc. (agent) for BFF Properties, LLC, FCB Timber, Land, & Cattle, LLC, Parker Road Land Holdings, LLC, & Lee Lewis Swift & Joan Hutchins (Property Owners)
Agenda Cover Page (PDF)
The Local Planning Agency and Planning Commission will hold a meeting on July 15, 2026, at 6:00 pm at the County Administration Building - Jack Durrance Auditorium, 12 SE 1 Street, 2nd Floor, Gainesville, FL 32601. A key item on the agenda is Z26-000005, a Large-scale Comprehensive Plan Amendment for Everlee Farms, Phase 2B of the Hickory Sink Special Area Plan, approximately 997 acres. The application, submitted by Lindsay Haga, AICP, of England-Thims & Miller, Inc., proposes creating the Everlee Farmstead Community future land use designation and implementing associated policies. This involves changing the future land use designation from Rural/Agriculture to Everlee Farmstead Community. The public is encouraged to submit written or photographic documents prior to the meeting via https://growth-mangement.alachuacounty.us/PublicComment. Individuals or entities wishing to participate as a party in the quasi-judicial hearing must submit a written request, including a factual basis, no later than 7 calendar days prior to the hearing. Electronic copies of evidence must be submitted no later than 5 calendar days prior to the hearing. Interested persons can submit comments on the proposal's impact on the cost of housing. The agenda also includes approval of minutes from previous meetings, attendance reports, and public comment periods.
- Board:
- Local Planning Agency and Planning Commission
- Date:
- 2026-07-15
- Type:
- Agenda
- Address:
- 12 SE 1 Street, 2nd Floor, Gainesville, FL 32601
- Applicant:
- Lindsay Haga, AICP, of England-Thims & Miller, Inc.
Agenda (PDF)
[3500 NW 97th Blvd.; case Z26-000006 (CPA) and Z26-000007 (Rezoning)] A request to amend the future land use designation from Tourist/Entertainment to Commercial and rezone from BH to BR on approximately 1.36 acres. The site was formerly a restaurant. The applicant seeks to facilitate future utilization of the property for commercial purposes. The property is located within the Springhills Activity Center and Urban Cluster, with access to utilities and a state arterial roadway. Staff recommends approval. [3833 NW 97th Blvd.; case Z26-000007 (rezoning) and Z26-000006 (FLU amendment)] Alachua County Growth Management is considering a rezoning application (Z26-000007) and a companion Future Land Use (FLU) map amendment (Z26-000006) for a property located at 3833 NW 97th Blvd. The applicant, eda, inc., representing Thirty-Ninth Avenue Limited Partnership, seeks to change the FLU from Tourist/Entertainment to Commercial and rezone the property from BH (highway-oriented business services) to BR (retail sales and services). The site is approximately 1.36 acres and was formerly the Wahoo Seafood Grill restaurant. Staff recommends approval for both applications, citing consistency with the Comprehensive Plan's encouragement of commercial development within activity centers like Springhills. Public comment is not explicitly detailed in this portion of the document, but a neighborhood workshop was held on February 19, 2026, with no community participants attending. The Planning Commission hearing is tentatively scheduled for April/May 2026, and the Board of County Commissioners hearing for May 26, 2026 (tentative). [East side of SW 122nd Street (Parker Road) south of Myra Terwilliger Elementary School; case Z26-000002] This document details a proposed large-scale land use amendment for approximately 580 acres to change the designation from Rural/Agriculture to UF Golf Institutional. The project, located on the east side of SW 122nd Street (Parker Road) south of Myra Terwilliger Elementary School, is part of the Hickory Sink Special Area Study. The development will include a championship golf course, clubhouses, collegiate team facilities, residential cottages, and environmental/educational programs. Key conditions include water conservation measures, use of native landscaping, and water quality monitoring. The Planning Commission recommended transmitting the amendment to FloridaCommerce for review. The Board of County Commissioners hearing date is TBD. [case Alachua County Permit Application No.: 2024-TBA; DHR Project File No.: 2024-TBD] This document is part of a larger Special Area Plan (SAP) for UF Golf Phase 1, located in Alachua County, Florida. It details the project's consistency with the Alachua County Comprehensive Plan, focusing on public facilities impact analysis. The project includes a golf course, cottages, clubhouse, team facilities, maintenance areas, and IFAS facilities. It addresses transportation, potable water, wastewater, stormwater management, recreation, solid waste, public schools, and public safety. The document also includes a Phase I Cultural Resource Assessment Survey for the Hickory Sink Special Area Plan, detailing prehistoric and historical findings within the approximately 800-acre project area. The survey identified four previously recorded archaeological sites (Half Section Sink - 8AL2911, Hog Cave - 8AL2912, Unnamed Sink - 8AL2913, Hickory Sink - 8AL2914) and two newly identified sites (Lonely Point – 8AL07584, South Sinks – 8AL07585) within or adjacent to the project boundaries. Management recommendations are provided for these sites. This document details numerous archaeological investigations and historical background information related to various sites in Florida, primarily focusing on prehistoric lithic quarry and workshop sites from the Archaic period. It describes findings at sites like 8AL172 (Lake Kanapaha), 8MR00122 (Senator Edwards), the Golden Hills Archaic Complex (including 8MR507 and 8MR510), and the Tara sites (8AL7452, 8AL7436, 8AL7459, 8AL7466) in Alachua and Marion Counties. It also provides historical context for Alachua County, including Spanish and British colonial periods, the American plantation era, and the development of the Hickory Sink area. The document extensively details the methodology and findings of archaeological surveys, including the identification of lithic debitage, tools, and evidence of thermal alteration, and discusses the eligibility of sites for the National Register of Historic Places. No specific development projects, applications, or decisions are mentioned for any of these sites, only past archaeological investigations and historical context. [case Alachua County Permit Application No.: 2024-0000; DHR Project File No.: 2024-0000] This document details archaeological investigations for the Hickory Sink Special Area Plan in Alachua County, Florida. The project area is approximately 800 acres. Investigations identified six prehistoric archaeological sites (8AL02911, 8AL02912, 8AL02913, 8AL02914, 8AL07584, and 8AL07585) and two new sites (8AL07584 and 8AL07585). The sites are characterized by lithic scatters and artifacts related to chert procurement and stone tool manufacture. The report concludes that these sites are ineligible for the National Register of Historic Places and no further archaeological work is recommended. Procedures for handling unexpected human burials or remains are also outlined, requiring immediate cessation of work and notification of the District Medical Examiner or State Archaeologist. [case BTC File #1669-02] This document details an Environmental Assessment (EA) for the approximately 580-acre UF Golf Site in Gainesville, Alachua County, Florida. The assessment, conducted by Bio-Tech Consulting (BTC) in December 2025, reviewed topography, soil types, land use, wetlands, flora/fauna, and potential development constraints. The site is located within Section 024, Township 10 South, Range 18 East. Topography ranges from +60 to +95 feet NGVD, generally sloping upward from West to East, with abrupt slopes around sinkholes. Seven soil types are present: Candler fine sand, Arredondo fine sand, Kendrick sand, Bonneau fine sand, Pedro fine sand, Pedro-Jonesville complex, and Jonesville-Cadillac-Bonneau complex, all with 0-5 percent slopes. [0 Parker Road; case BTC File 1669-02] This document is an Environmental Assessment Report for the UF Golf project in Alachua County, Florida, filed by Maria Gutierrez Martin, University of Florida, Inc. It details soil types, land use, protected species, and development constraints. The site is approximately 580 acres and contains Candler fine sand, Arredondo fine sand, Kendrick sand, Bonneau fine sand, Pedro fine sand, Pedro-Jonesville complex, and Jonesville-Cadillac-Bonneau complex soils. Land use types include Xeric Oak (421), Upland Scrub, Pine and Hardwoods (436), and Sinkholes/Karst Features (900). No wetlands are present. Protected species identified include Gopher Tortoise (Threatened) and Florida Sandhill Crane (Threatened). Potential impacts to Eastern Indigo Snake (Threatened) are noted. Development constraints include karst features (sinkholes) requiring buffers, flood hazard zones (Zone X and Zone A), and the site's location within the Hickory Sink Strategic Ecosystem, potentially requiring up to 50% of upland habitat to be protected. Tree mitigation will be required. An Environmental Resource Permit (ERP) from SJRWMD is needed for stormwater management. No Section 404 permitting is required from USACOE due to the absence of wetlands. The document also includes a Comprehensive Plan Amendment Application form for the UF Golf Phase 1 project, listing the applicant as England-Thims & Miller, Inc. and the property owner as University of Florida Foundation, Inc., with a proposed change from Agricultural (A) land use to Institutional, and a new Special Area Plan. [West of Gainesville, east of Southwest 122nd Street (Parker Road)] The University of Florida (UF) is proposing the development of a championship golf course, referred to as UF Golf Phase 1. The project encompasses approximately 580 acres located west of Gainesville, east of Southwest 122nd Street (Parker Road). The development plan includes 36 holes of championship golf, 30 guest cottages, a member clubhouse, team facilities, a short course, maintenance facilities, and community access uses like the First Tee program. A significant portion of the land, 118.55 acres, is designated as a Conservation Management Area for habitat and wildlife protection. The project aims to enhance turfgrass research, environmental science, land management, and sports performance, while providing community benefits through recreational and educational opportunities. Environmental stewardship, including water conservation and native landscaping, is a central component. Transportation impacts are expected to be minimal, and no vehicular connection to Southwest 46th Boulevard is proposed. Approximately 2,600 acres west of Parker Road will remain under IFAS management for research and conservation. The proposed future land use designation for the 580 acres is Institutional, with specific text policies to guide development, conservation, infrastructure, and community access. [SW 122nd Street, generally between SW Archer Road and SW 24th Avenue; case Z26-000004] A Neighborhood Workshop was held to discuss the UF Golf Institutional Special Area Plan Phase 1, covering 580 acres. The proposal involves amending the Future Land Use category from Rural/Agricultural to Institutional and rezoning from Agricultural (A) to Planned Development (PD). The subject property is located on SW 122nd Street, between SW Archer Road and SW 24th Avenue. The workshop aimed to inform the public and gather comments on the proposed amendments. Public comments included concerns about regulatory process, access terminology, traffic, construction traffic, environmental impacts, and tree preservation. The project is part of a larger 4,068-acre Special Area Study (SAS-01-22). The proposed development includes an 18-hole championship golf course, 23 cottages for overnight guests, a member clubhouse, team facilities, and teaching areas. The Alachua County Growth Management Staff recommended approval of the PD rezoning. [04492-001-001; case Z26-000004] Alachua County Planning Commission reviewed application Z26-000004 for a Planned Development (PD) zoning district to allow for the construction of a golf course and ancillary facilities. The proposed development is on a 580-acre parcel previously zoned Agriculture and designated for UF Golf Institutional use. The PD will permit a golf course, clubhouse, maintenance buildings, UF golf team facilities, up to 30 transient residential cottages, and teaching facilities. The project is consistent with the Comprehensive Plan and Unified Land Development Code. Several Best Management Practices (BMPs) for stormwater management, nutrient management, water quality, landscaping, natural resources, and conservation management areas will be adopted. The Planning Commission recommended approval to the Board of County Commissioners (BoCC) with conditions, pending transmittal of the associated Comprehensive Plan amendment (Z26-000002) to FloridaCommerce. A final adoption hearing with the BoCC will be scheduled after receiving comments from FloridaCommerce. Key conditions include geophysical testing prior to stormwater system design, specific design for driveway and golf cart crossings of Conservation Management Areas, buffer area requirements, and a preliminary development plan including an operational and safety analysis for driveway connections. [case SAS-01-22 (Hickory Sink Strategic Ecosystem Special Area Study)] This document outlines Best Management Practices (BMPs) for the UF Golf Course, Phase 1 SAP Institutional Use Property, focusing on Natural Resources & Karst Protection, Landscape Management, Nutrient Management & Water Quality Monitoring, and Conservation Management Areas (CMAs). It details requirements for stormwater management, vegetation preservation, water use minimization, and protection of sensitive habitats and karst topography. Specific practices include designing pretreatment methods for denitrification, maintaining stormwater facilities, preserving existing vegetation, limiting excavation in shallow karst areas, conducting geophysical and subsurface investigations for stormwater pond design, and evaluating stormwater reuse for irrigation. The Landscape Management Plan (LMP) categorizes areas into Conservation Management Areas (CMAs), Non-Golf areas, and Golf Areas, each with specific irrigation allowances and planting requirements emphasizing native and drought-tolerant species. The Nutrient Management Plan focuses on science-based application of nutrients to maintain turf quality while protecting water quality, adhering to the 4Rs principles (right source, rate, time, place). A Water Quality Monitoring Program is established to assess impacts on surface and groundwater, with specific sampling parameters and frequencies. The CMA BMP details management practices for protected areas, including fencing, signage, erosion control, and specific measures for gopher tortoises and other listed species, emphasizing prescribed fire and invasive species control. No ornamental landscaping, turf establishment, fertilizer application, or irrigation is permitted within CMAs. [off Parker Road (C.R. 23; SW 122nd Street); case Alachua County Permit Application No.: 2024-TBA, DHR Project File No.: 2024-TBD] This document is a Phase I Cultural Resource Assessment Survey for the Hickory Sink Special Area Plan, an 800-acre project in Gainesville, Alachua County, Florida. The survey was conducted by Heritage Cultural Services, LLC for England-Thims & Miller (ETM) in June 2024 to identify archaeological and historical sites and assess their eligibility for the National Register of Historic Places. The project area is located off Parker Road (C.R. 23; SW 122nd Street) in Section 24, Township 10 South, Range 18 East. A search of the Florida Master Site File indicated that four archaeological sites (Half Section Sink - 8AL2911, Hog Cave - 8AL2912, Unnamed Sink - 8AL2913, and Hickory Sink - 8AL2914) are located on the subject parcel. The report details the prehistoric and historic background of Alachua County and the surrounding region, including various cultural periods and lithic resource sites. Management recommendations for the identified sites are to be provided in a subsequent section of the full report. [case 24041] This document details historical and archaeological investigations related to the Hickory Sink Special Area Plan in Alachua County, Florida. It describes the historical land use, including Native American settlements, Spanish missions, cattle ranching, and silviculture. The primary focus is on the identification and evaluation of archaeological sites within the approximately 800-acre development tract. Four previously recorded sites (8AL2911-2914) and two new sites (8AL07584 and 8AL07585) were investigated. The sites are primarily prehistoric lithic scatter and quarry sites, indicating tool manufacturing and short-term encampments. The document also references other archaeological investigations in the vicinity, such as the Oakmont property and Gaines Plantation. The environmental setting is characterized by karst topography, limestone sinks, and xeric upland scrub, with significant disturbance from past agricultural activities. The research design aimed to evaluate these sites within a regional settlement context. Management recommendations and survey results are discussed, with a focus on compliance with permitting requirements from Alachua County and the State Historic Preservation Office. [case Alachua County Permit Application No.: 2024-0000; DHR Project File No.: 2024-0000] This document details the findings of a Phase I Cultural Resource Assessment Survey for the Hickory Sink Special Area Plan property in Alachua County, Florida. The survey identified six prehistoric archaeological sites (8AL02911, 8AL02912, 8AL02913, 8AL02914, 8AL07584, and 8AL07585) and a small historic component related to the naval stores industry. The sites are characterized by lithic scatters and artifacts related to chert procurement and stone tool manufacturing. The report concludes that these sites are not eligible for listing in the National Register of Historic Places and no further archaeological work is recommended. Specific sites identified include Half Section Sink (8AL02911), Hog Cave/Bat Cave (8AL02912), Unnamed Sink (8AL02913), Hickory Sink (8AL02914), Lonely Point (8AL07584), and South Sinks (8AL07585). The Hog Cave site (8AL02912) produced the largest frequency of artifacts. Concentrations of lithic artifacts at 8AL02912 and 8AL02914 will be preserved by the proposed conservation of Hog Cave and Hickory Sink as environmentally sensitive areas. [case AL02912] Site AL02912 is a prehistoric, likely preceramic, early to late-stage lithic reduction site with a small historic turpentine industry component. It is located in Alachua County, Florida, approximately 315,000 meters from a reference point. The site is characterized by xeric uplands scrub with mixed pine and oak vegetation. Current land use is agriculture (timber, cattle). No specific decision or recommendation is stated in this excerpt regarding development or further action. [case AL02913] Site AL02913 is a low-density lithic scatter site with a small historic turpentine industry component, likely late 19th-early 20th century. It is located in Alachua County, Florida, 36,000 meters from a reference point, specifically 306 meters east of Parker Road and 2.75 kilometers south of SW 24th Avenue. The site is characterized by xeric uplands scrub with pine and oak vegetation. Current land use is agriculture (timber, cattle). The recommendation is 'No further work is recommended.' [case AL02914] Site AL02914 is a low-density prehistoric lithic scatter site with a small historic turpentine industry component, likely late 19th-early 20th century. It is located in Alachua County, Florida, 60,000 meters from a reference point, specifically 243 meters east of Parker Road and 1.6 kilometers south of SW 24th Avenue. The site is characterized by xeric uplands scrub with mixed hardwoods and pine vegetation. Current land use is agriculture (timber, cattle). Recommendations state 'No further work is recommended for outlying areas. Possible archaeological deposits deep in sink not investigated.' [Section 024, Township 10 South, Range 18 East; case BTC File #1669-02] An Environmental Assessment Report (BTC File #1669-02) was conducted in December 2025 for the approximately 580-acre UF Golf Site in Gainesville, Alachua County, Florida, located within Section 024, Township 10 South, Range 18 East. The report reviewed topography, soil types, land use, vegetative communities, wetlands, protected flora/fauna, and potential development constraints. Topography ranges from +60 to +95 feet NGVD, generally sloping upward from West to East with abrupt downward slopes around sinkholes. Seven soil types were identified: Candler fine sand, Arredondo fine sand, Kendrick sand, Bonneau fine sand, Pedro fine sand, Pedro-Jonesville complex, and Jonesville-Cadillac-Bonneau complex. None are considered hydric. Land use types include Xeric Oak (421), Upland Scrub, Pine and Hardwoods (436), and Special Classifications (Sinkholes) (900). No wetlands are present. The report was prepared by Bio-Tech Consulting (BTC) for Maria Gutierrez Martin of the University of Florida Foundation, Inc. The report does not state a decision or specific project proposal, but outlines potential development constraints. [case BTC File 1669-02] This document is an Environmental Assessment Report for the UF Golf project in Alachua County, Florida, filed under BTC File 1669-02. The report details the environmental conditions of the 580± acre site, including its vegetative communities (Upland Scrub, Pine and Hardwoods; Special Classifications – Sinkholes/Karst Features) and the presence of protected species. Key findings include the identification of gopher tortoises (Gopherus polyphemus) and Florida sandhill cranes (Antigone canadensis pratensis), both listed as 'Threatened' by the FWC. The report outlines development constraints related to these species, karst features, floodplains (Zone A and Zone X), and its location within the Hickory Sink Strategic Ecosystem. Permitting requirements from Alachua County, SJRWMD, and USACOE are discussed. No specific project proposal or decision is detailed in this excerpt, but it serves as a foundational environmental study for future development. [3999 SW 122nd St, Gainesville, FL 32608; case TBD (County Application number TBD)] A neighborhood workshop was held on December 8, 2025, to discuss the UF Golf Institutional Special Area Plan Phase 1. The project encompasses 580 acres, identified by Alachua County Tax Parcel 4492-001-001. The proposed change is from a Rural/Agricultural Future Land Use category to Institutional, and from Agricultural (A) zoning to Planned Development (PD) rezoning. The property is located on SW 122nd Street, between SW Archer Road and SW 24th Avenue. A traffic impact assessment indicated that the project is anticipated to have minimal traffic impact, with all intersections operating at acceptable levels of service. Recommendations include the installation of a southbound left turn lane and a northbound right turn lane at the southern golf course entrance. Public comments included requests for compliance with land development regulations, clarification on access terminology, opposition to high-speed vehicular connections, concerns about construction traffic routing, inquiries about site entrances and future street connections, and opposition to vehicular access on SW 46th Boulevard with a request for pedestrian-only access. Concerns were also raised regarding the removal of mature trees and the extent of land clearing. The project is expected to reach full build-out by 2030 and includes an 18-hole golf course, 23 cottages, and a university research center. [Intersection of Archer Rd & SW 122nd St; Intersection of Parker Rd & SW 24th Ave] Traffic analysis for intersections at Archer Rd & SW 122nd St and Parker Rd & SW 24th Ave, with peak hour traffic counts and flow rates for AM and PM periods. The document details vehicle, bicycle, and pedestrian volumes, as well as heavy vehicle percentages and peak hour factors. It also includes projected traffic volumes for SR-24/Archer Rd segments through 2045, indicating potential widening to 4 lanes by 2040. This document contains traffic analysis data for various intersections, including baseline and buildout conditions for AM and PM peak hours. Specific intersections analyzed include those at 9:12/10/2025, 16:12/10/2025, 7:12/10/2025, and 14:12/10/2025. The analysis focuses on traffic volumes, lane configurations, signal timings, control delays, and level of service (LOS) for each movement. No specific project development, applicant, or decision is detailed, only traffic engineering data. [West of Gainesville, east of Southwest 122nd Street (Parker Road)] This document details the proposed UF Golf Institutional Special Area Plan (SAP) for Phase 1, encompassing approximately 580 acres west of Gainesville, east of Southwest 122nd Street (Parker Road). The project, initiated by the University of Florida (UF), aims to develop a championship golf course with supporting facilities including cottages for guests, clubhouses, team facilities, and maintenance areas. The plan designates the area as 'Institutional' future land use, superseding the previous 'Rural/Agriculture' designation. Key components include 36 holes of golf, 30 guest cottages, member and team clubhouses, range and short game areas, a short course, team practice holes, IFAS maintenance facilities, and community access uses like the First Tee program. A significant portion (118.55 acres) is designated as a Conservation Management Area for habitat protection and invasive species removal. The project emphasizes environmental stewardship with best management practices for water conservation, groundwater protection, native landscaping, and wildlife habitat. Public access will be provided to a trailhead and trail network within the Conservation Management Area. The SAP establishes specific policies for permitted uses, infrastructure, water conservation (limiting total irrigable area to 450 acres with a 70-inch per acre per year allowance), native landscaping, and land disturbance. Vehicular access is planned from SW 122nd Street/Parker Road, with pedestrian and bicycle access potentially at the southeast corner. The plan was submitted with a resubmittal date of March 31, 2026, and is associated with a Special Area Study accepted by the Alachua County Board of County Commissioners in 2024. The document includes analyses of public facilities impacts, finding consistency with adopted Level of Service standards for transportation, potable water, wastewater, stormwater, recreation, solid waste, public schools, and public safety. No public comments are noted in the provided text for this specific project.
- Board:
- Local Planning Agency and Planning Commission
- Date:
- 2026-04-15
- Type:
- Agenda
- Decision:
- Staff recommends approval
- Address:
- 3500 NW 97th Blvd.
- Applicant:
- Thirty-Ninth Avenue Limited Partnership (owner), eda consultants, inc. (agent)
Agenda Cover Page (PDF)
[3500 NW 97th Blvd; case Z26-000006 (CPA), Z26-000007 (Rezoning)] Two items related to the Wahoo Springhills project are on the agenda. Item 5.1 is a Legislative Item (Z26-000006) for a small-scale Comprehensive Plan Amendment to change the future land use designation from Tourist/Entertainment to Commercial. Item 5.2 is a Quasi-Judicial Item (Z26-000007) to rezone the same parcel from BH (highway oriented business services) to BR (retail sales and services). Both requests are for Thirty-Ninth Avenue Limited Partnership, represented by Clay Sweger of eda consultants, inc. The site is approximately 1.36 acres at 3500 NW 97th Blvd, parcel number 06233-002-002. The meeting is scheduled for April 15, 2026, at 6:00 pm. No decision is stated in the provided text. [East side of SW 122nd Street (Parker Road) south of Myra Terwilliger Elementary School; case Z26-000002 (CPA), Z26-000004 (Rezoning)] Two items related to the Hickory Sink Phase 1 project are on the agenda. Item 5.3 is a Legislative Item (Z26-000002) for a large-scale comprehensive plan amendment from Rural/Agriculture (1 dwelling unit per 5 acres) to UF Golf Institutional future land use and related policies. Item 5.4 is a Quasi-Judicial Item (Z26-000004) to rezone from 'A' (Agriculture) district to 'PD' (Planned Development) district with an Institutional land use. Both requests are for the University of Florida Foundation, Inc., represented by England-Thims and Miller, Inc. (Lindsay Haga, agent). The site is approximately 580 acres on Parcel #04492-001-001, east side of SW 122nd Street (Parker Road) south of Myra Terwilliger Elementary School. The meeting is scheduled for April 15, 2026, at 6:00 pm. No decision is stated in the provided text.
- Board:
- Local Planning Agency and Planning Commission
- Date:
- 2026-04-15
- Type:
- Agenda
- Address:
- 3500 NW 97th Blvd
- Applicant:
- Thirty-Ninth Avenue Limited Partnership, represented by Clay Sweger of eda consultants, inc.
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