Agenda (PDF)

Local Planning Agency and Planning Commission · 2026-07-15 · agenda

[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).