Development Review Committee Meeting: junio de 2026
City of Apopka
7. MECHANICAL RESTAINED PIPE AND FITTING JOINTS ARE REQUIRED FOR UNDERGROUND MAIN PIPING,6. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH CITY OF APOPKA WATER DEPARTMENT
Development Review Committee Meeting listed this item on its agenda for 2026-06-17 in City of Apopka. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_item
9. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REQUIRED), SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED..8. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C151/A21.51. PIPE SHALL
Development Review Committee Meeting listed this item on its agenda for 2026-06-17 in City of Apopka. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_item
A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL
A development project is under review by the City of Apopka's Development Review Committee. The project involves site clearing and grubbing, with specific instructions for managing excavated material for landscaping. It also requires careful handling of existing underground utilities, including gas, water, electric, and communications lines, necessitating a call to 811 at least 48 hours before work begins. All disturbed areas must be seeded, mulched, sodded, or planted immediately after construction. Underground utilities must be in place, tested, and inspected before base and surface construction can begin. The project requires coordination with utility companies and adherence to local ordinances and safety regulations. This early stage of review presents an opportunity for contractors, suppliers, and service providers to engage before final plans and permits are issued. Early involvement can allow businesses to prepare for potential work in site preparation, grading, utility installation, concrete and masonry, paving, and landscaping services.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_item
C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH
The City of Apopka's Development Review Committee is considering a project that involves new construction. While specific details like the exact location, size, and proposed use are not yet available, the project is in its early planning stages. This project is expected to require site clearing and grading, followed by underground utility work and potentially paving. Subsequent phases would likely involve vertical construction, including framing, mechanical, and finish trades, and conclude with landscaping. Local contractors, trades, suppliers, and service providers are encouraged to engage early to understand the project's scope as it develops, before final plans, bids, and permits are issued. This early involvement can provide a competitive advantage for securing work.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_item
D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE
A new development project is planned for the City of Apopka, involving the construction of proposed utilities, electric facilities, and the installation of transformers. The project requires adherence to all traffic control markings and devices, as well as applicable safety regulations. Utility service stub-outs for water, sanitary sewer, and television are to be installed within five feet of future buildings. Contractors will need to coordinate with the applicable electric utility supplier for any necessary relocation of underground and overhead electric facilities. This project is currently under review, indicating an early stage in the development process. The scope of work will likely involve site preparation, underground utility installation, and electrical infrastructure setup. Local contractors, suppliers, and service providers in areas such as site prep, grading, underground utilities, electrical work, and material supply can explore opportunities by engaging early before final plans and permits are issued.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_item
DRC Agenda 06/17/2026
[2864 Dowman Drive; case FLU-26-4] Future Land Use Amendment FLU-26-4 for Bateman Properties, involving three parcels totaling approximately 4.85 acres, with LMB Capital LLC as owner and Denny Shiver as applicant. The project is at 2864 Dowman Drive. The agenda item is a first submittal. [Soapberry Avenue; case PL-26-3] Plat PL-26-3, Crossroads at Kelly Park Phase 2A-2, is a final plat for 78 lots. Jen Florida 51 LLC is the owner, and Pape Dawson represented by Genevieve LaBuda is the applicant. The location is Soapberry Avenue. This is a first submittal. [2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road and 2244 Sorrento Avenue; case PL-25-10] Plat PL-25-10, Ridgebrook Plat, proposes 86 Single Family Homes. TPG AG EHC III (LEN) Multi State 5 LLC is the owner, and G L Summitt Engineering Inc represented by Geoff Summitt is the applicant. The locations are 2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road, and 2244 Sorrento Avenue. This is a third submittal. [Kelly Park Road and Ondich Road; case PL-26-4] Plat PL-26-4, Crescent Ridge Phase 1 Plat, is an application for Single Family Homes/Residential. Pulte Home Company LLC is the owner, and 1828 Engineerin LLC represented by Luke Classon is the applicant. The location is Kelly Park Road and Ondich Road. This is a first submittal. [Southfork Drive; case MDP-26-6] Major Development Plan MDP-26-6, Floridian Town Center Multi-Family Phase 1, proposes Multi-Family Residential Apartments. Gloridian Apopka Phase 1 Owner LLC is the owner, and McIntosh Associates an LJA Company represented by Keith Farling is the applicant. The location is Southfork Drive. This is a first submittal. [1291 South Orange Blossom Trail; case MDP-26-4] Major Development Plan MDP-26-4, Southern Tire Mart, proposes the construction of a 45,000 SF Tire Mart Facility. Duff Real Estate LLC is the owner, and Kimley-Horn and Associates Inc represented by Jennifer Stickler is the applicant. The location is 1291 South Orange Blossom Trail. This is a first submittal. [4112 Sadler Road; case CSP-26-22] Construction Site Plan CSP-26-22, Wyld Oaks Cell Tower, proposes a 120' Stealth Wireless Telecommunications Facility. Kelly Park VB Development LLC is the owner, and Kimley-Horn & Associates represented by Tommy O'Shea is the applicant. The location is 4112 Sadler Road. This is a first submittal. [1315 Jack Junction Road; case CSP-26-15] Construction Site Plan CSP-26-15, Logistics 429 at Apopka Ridge Buildings 400, 500 & 600, involves the construction of Buildings 400, 500 and 600 in Phase 2 area of MDP. Ridge 429 Owner LLC is the owner, and Smiley & Associates Inc represented by Marc Smiley is the applicant. The location is 1315 Jack Junction Road. This is a second submittal. [West Kelly Park Road between Effie Drive and Highway 429; case CSP-25-37] Construction Site Plan CSP-25-37, Wyld Oaks Lot 7 Access Roads, involves the development of approximately 900 LF of Access Roads to support a portion of Lot 7 of The Wyld Oaks Plat. Kelly Park VB Development LLC is the owner, and Kimley-Horn and Associates Inc represented by Mackenzie Cerjan is the applicant. The location is West Kelly Park Road between Effie Drive and Highway 429. This is a third submittal. [3251 North Ponkan Road; case CSP-25-39] Subdivision Plan CSP-25-39, Wolf Lake Ranch Phase 2, proposes to develop 59 Single Family Lots with Associated Infrastructure. Roseville Farms LLC is the owner, and Kimley-Horn and Associates represented by Joshua Enot is the applicant. The location is 3251 North Ponkan Road. This is a second submittal.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda
- Address:
- 2864 Dowman Drive
- Applicant:
- Denny Shiver
DRC Agenda Packet 06/17/2026
[2864 Dowman Drive; case FLU-26-4] Future Land Use Amendment (FLU-26-4) for three parcels totaling approximately 4.85 acres at 2864 Dowman Drive, with LMB Capital LLC as owner and Denny Shiver as applicant. The project involves a Future Land Use amendment. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [Soapberry Avenue; case PL-26-3] Final Plat for Crossroads at Kelly Park Phase 2A-2 (PL-26-3), involving 78 lots, located on Soapberry Avenue. Jen Florida 51 LLC is the owner, and Pape Dawson - Genevieve LaBuda is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road and 2244 Sorrento Avenue; case PL-25-10] Plat Application for Ridgebrook Plat (PL-25-10), proposing 86 Single Family Homes. The location includes 2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road, and 2244 Sorrento Avenue. TPG AG EHC III (LEN) Multi State 5 LLC is the owner, and G L Summitt Engineering Inc - Geoff Summitt is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [Kelly Park Road and Ondich Road; case PL-26-4] Plat Application for Crescent Ridge Phase 1 Plat (PL-26-4), proposing Single Family Homes/Residential. The location is Kelly Park Road and Ondich Road. Pulte Home Company LLC is the owner, and 1828 Engineerin LLC - Luke Classon is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [Southfork Drive; case MDP-26-6] Major Development Plan (MDP-26-6) for Floridian Town Center Multi-Family Phase 1, proposing Multi-Family Residential Apartments. The location is Southfork Drive. Gloridian Apopka Phase 1 Owner LLC is the owner, and McIntosh Associates an LJA Company - Keith Farling is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [1291 South Orange Blossom Trail; case MDP-26-4] Major Development Plan (MDP-26-4) for Southern Tire Mart, proposing the construction of a 45,000 SF Tire Mart Facility. The location is 1291 South Orange Blossom Trail. Duff Real Estate LLC is the owner, and Kimley-Horn and Associates Inc - Jennifer Stickler is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [4112 Sadler Road; case CSP-26-22] Construction Site Plan (CSP-26-22) for Wyld Oaks Cell Tower, proposing a 120' Stealth Wireless Telecommunications Facility. The location is 4112 Sadler Road. Kelly Park VB Development LLC is the owner, and Kimley-Horn & Associates - Tommy O'Shea is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [1315 Jack Junction Road; case CSP-26-15] Construction Site Plan (CSP-26-15) for Logistics 429 at Apopka Ridge Buildings 400, 500 & 600, proposing construction of these buildings in Phase 2. The location is 1315 Jack Junction Road. Ridge 429 Owner LLC is the owner, and Smiley & Associates Inc - Marc Smiley is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [West Kelly Park Road between Effie Drive and Highway 429; case CSP-25-37] Construction Site Plan (CPS-25-37) for Wyld Oaks Lot 7 Access Roads, proposing development of approximately 900 LF of access roads to support a portion of Lot 7 of The Wyld Oaks Plat. The location is West Kelly Park Road between Effie Drive and Highway 429. Kelly Park VB Development LLC is the owner, and Kimley-Horn and Associates Inc - Mackenzie Cerjan is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [3251 North Ponkan Road; case CSP-25-39] Construction Site Plan (CSP-25-39) for Wolf Lake Ranch Phase 2, proposing development of 59 Single Family Lots with associated infrastructure. The location is 3251 North Ponkan Road. Roseville Farms LLC is the owner, and Kimley-Horn and Associates - Joshua Enot is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_packet
- Address:
- 2864 Dowman Drive
- Applicant:
- Denny Shiver
E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY
Development Review Committee Meeting listed this item on its agenda for 2026-06-17 in City of Apopka. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-17
- Type:
- Agenda_item
1. CSP-26-14 - Oakmoor (fka Ondich North) - Construction Site Plan (CSP), (2nd Submittal)
A new residential subdivision is planned for development. The project proposes to create 196 single-family lots on property located at Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road. This development is currently under review by the City of Apopka's Development Review Committee. The project will involve significant site clearing and grading, followed by the installation of underground utilities, stormwater systems, and road construction. Subsequent phases will include vertical construction of homes and final landscaping. Local contractors, trades, suppliers, and service providers are encouraged to engage early in the process, before final site plans and permits are established, to understand the project's scope and identify potential opportunities.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road
- Applicant:
- HMF-LLC
1. CSP-26-14 - Oakmoor (fka Ondich North) - Construction Site Plan (CSP), (2nd Submittal)
A new residential subdivision called Oakmoor is planned for the Oak Lane area, specifically at 3845, 4255, and 4267 Ondich Road. This project proposes 196 individual single-family lots. The proposal is currently under review by the City of Apopka's Development Review Committee. This development would involve initial site clearing and grading, followed by underground utility work, road and driveway construction, and then the vertical construction of homes. Finally, landscaping and finishing trades will be needed. Local contractors, suppliers, and service providers can gain an advantage by engaging early, before final site plans, bids, and permits are established, to explore potential work opportunities in site preparation, utility installation, paving, building trades, and material supply.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- Oak Lane
- Applicant:
- HMF-LLC
1. CSP-26-8 - 7-11 Ocoee Apopka Road - Construction Site Plan (CSP), (2nd Submittal)
A new convenience store and fuel station is planned for 2501 Ocoee Apopka Road. Shoppes at East Shore LLC is the owner, and Kimley Horn and Associates Inc, with Derek Ramsburg as the contact, is the applicant. This project is currently under review as a Construction Site Plan (CSP) by the City of Apopka's Development Review Committee. The proposal involves developing a site for a convenience store and fuel pumps. This process will likely involve site clearing, grading, underground utility work, concrete for foundations and fueling areas, building construction, and final landscaping. Local contractors, trades, suppliers, and service providers should consider reaching out to the applicant or project manager early. Engaging before final site plans, bids, and permits are issued can provide an advantage in securing work for this planned development.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- 2501 Ocoee Apopka Road
- Applicant:
- Shoppes at East Shore LLC
1. CSP-26-8 - 7-11 Ocoee Apopka Road - Construction Site Plan (CSP), (2nd Submittal)
A new convenience store and fuel station is being proposed at 2501 Ocoee Apopka Road. Shoppes at East Shore LLC is the owner, and Kimley Horn and Associates Inc, with Derek Ramsburg as the contact, is the applicant. This project is currently under review as a Construction Site Plan (CSP), with this being the second submittal. The development would involve site clearing and grading, followed by underground utility work and the construction of the store and fuel pumps. Paving for the site and access roads would also be a key phase. This early stage in the review process presents an opportunity for local contractors, trades, suppliers, and service providers to engage. Reaching out now, before final site plans, bids, and permits are issued, allows businesses to understand the project scope and potentially secure future work.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- 2501 Ocoee Apopka Road
- Applicant:
- Shoppes at East Shore LLC
1. E-26-7 - Duran: 2650 - Northwest Recreation Complex 3710 Jason Dwelley Parkway - July 11th 2026 7:00am-10:00am
A fitness and workout event is planned for the Northwest Recreation Complex at 3710 Jason Dwelley Parkway. The event is proposed by Andrew Reyes and is scheduled for July 11th, 2026, from 7:00 AM to 10:00 AM. This event is currently under review by the City of Apopka's Development Review Committee. The project involves setting up for a temporary fitness event, which may include site preparation for event activities, temporary structures, and post-event cleanup. Local contractors, suppliers, and service providers can find opportunities in supporting this event. Early engagement before final plans are set could provide an advantage for businesses offering event services, site preparation, or cleanup.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- 3710 Jason Dwelley Parkway
- Applicant:
- Andrew Reyes
1. E-26-7 - Duran: 2650 - Northwest Recreation Complex 3710 Jason Dwelley Parkway - July 11th 2026 7:00am-10:00am
A fitness and workout event is planned for the Northwest Recreation Complex at 3710 Jason Dwelley Parkway. The event is proposed by Andrew Reyes, with The Oak listed as the owner. This item is currently under review by the Development Review Committee. The project involves a construction site plan, which will likely include site preparation, temporary structures, and event setup. This early stage presents an opportunity for contractors, suppliers, and service providers to engage before final plans and permits are issued. Businesses specializing in event services, site preparation, and temporary construction could find opportunities by reaching out now.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- 3710 Jason Dwelley Parkway
- Applicant:
- Andrew Reyes
1. INSTALL STABILIZED
Development Review Committee Meeting listed this item on its agenda for 2026-06-10 in City of Apopka. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
1. SYNTHETIC HAY BALE BARRIER: SYNTHETIC HAY BALE BARRIERS CAN BE USED BELOW
Development Review Committee Meeting listed this item on its agenda for 2026-06-10 in City of Apopka. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE POUNDING AROUND THE STRUCTURE.
The City of Apopka's Development Review Committee is considering a plan that involves temporary diversion dikes to manage runoff and trap sediment. This plan may include constructing sediment traps, such as block and gravel filters or gravel sediment traps, depending on expected flow and area drainage. Outlet protection will be installed at pipe and paved channel outlets to prevent erosion. Additionally, sediment basins, which could be temporary storm water ponds, will be built to serve areas with 10 or more disturbed acres, providing a minimum storage capacity. This item is currently under review. The project would involve site clearing and grading, installation of temporary structures like diversion dikes and sediment traps, and potentially the construction of storm water ponds. Contractors specializing in site preparation, grading, concrete, and civil utility work could find opportunities. Suppliers of construction materials and equipment rental services may also be needed. Engaging early could provide an advantage before final plans and permits are established.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
10. APPLY BASE TO PROJECT
A project is planned that involves applying base to a site, with a specific sequence of major activities and timing of controls. Before any clearing or grading begins on most of the site, a stabilized construction entrance and a sediment basin will be built. Stabilization measures will be put in place as soon as possible in areas where construction stops, temporarily or permanently. Once construction is permanently finished in an area, it will be permanently stabilized according to the plans. After the entire site is stabilized, sediment collected in traps will be removed. This project is currently under review. The work will involve site clearing, grading, and the installation of erosion control measures like hay bales and sediment basins. Later phases will include final stabilization and sediment removal. Local contractors, suppliers, and service providers in site preparation, grading, and erosion control could find opportunities. Early engagement before final plans and permits are set may offer an advantage.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
This item concerns maintenance requirements for erosion and sediment control features during construction. It specifies that temporary grassing must use the same seed mix and amount as required for permanent grassing. If temporary grassed areas do not achieve 85 percent uniform good grass cover within 14 days of seeding, they must be reworked and additional seed applied. This item is currently under review. The work would involve ongoing site maintenance, including potential rework and reseeding of temporary grassed areas. This could create opportunities for contractors specializing in site preparation, grading, and landscaping services. Early engagement may be beneficial as project plans and specifications are finalized.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL
A project is under review by the City of Apopka's Development Review Committee that focuses on permanent erosion control and seeding. The plan requires erosion control facilities to be designed for long-term vegetation and rapid growth, minimizing off-site impacts from sediment. This involves protecting disturbed areas from sediment-laden storm water within seven days and seeding all disturbed portions of the site. Slopes steeper than 4:1 will need to be seeded and mulched. The contractor must implement the Erosion and Turbidity Control Plan, applicable permit conditions, and state water quality standards, potentially adding flocculants to the retention system. This project will involve site clearing, grading, grubbing, installation of temporary diversions, swales, dikes, sediment basins, construction entrances, and permanent erosion control measures, followed by seeding and mulching. Local contractors, suppliers, and service providers in site preparation, grading, concrete, landscaping, and general construction could find opportunities. Early engagement is advised as site plans and permits are still being finalized.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW
This item concerns erosion and turbidity control measures for a project site in the City of Apopka, Orange County. The contractor is responsible for installing and maintaining filter fabric barriers and other controls as shown on the Erosion and Turbidity Control Plan. These measures are required to ensure the site meets federal, state, and local erosion and turbidity control requirements, preventing polluted water from leaving the project site. The project is currently under review. Work will involve site preparation, installation of erosion control systems, and ongoing maintenance throughout the project's duration. Local contractors specializing in site preparation, grading, and erosion control systems, as well as suppliers of filter fabric and related materials, may find opportunities. Engaging early before final plans and permits are set can provide a competitive advantage.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
2. INSTALL SILT FENCES AND HAY3. CLEAR AND GRUB FOR DIVERSION4. CONSTRUCT SEDIMENTATION
A civic agenda item is planned for review by the Development Review Committee. This item involves site preparation activities including the installation of silt fences and hay, clearing and grubbing for diversion, and the construction of sedimentation controls. The project is currently under review, indicating an early stage in the public process. Work is expected to begin with site clearing and grading, followed by the installation of erosion control measures. This early phase presents an opportunity for contractors specializing in site preparation, grading, and erosion control to engage. Reaching out now, before detailed site plans, bids, and permits are finalized, offers a chance to get involved in the project's initial stages.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
2. MDP-26-5 - 3716 Hogshead Road Warehouse - Construction Site Plan (CSP), (1st Submittal)
A new 30,000 square foot warehouse is being proposed at 3716 Hogshead Road. Laurel Bodega LLC is the owner, and DSE Engineering, with Dave Schmitt as the contact, is the applicant. This project is currently in the initial stages, with a first submittal for a Construction Site Plan (CSP) under review by the Development Review Committee. The project is planned to involve site clearing and grading, followed by underground utility work and foundation construction. Subsequent phases will include the vertical framing and structure of the warehouse, along with mechanical, electrical, and plumbing installations. The final stages will focus on interior and exterior finishes and landscaping. Local contractors, trades, suppliers, and service providers are encouraged to engage early, as this project is in its early planning phase, offering an opportunity to connect before final bid packages and permits are issued.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- 3716 Hogshead Road
- Applicant:
- Laurel Bodega LLC
2. MDP-26-5 - 3716 Hogshead Road Warehouse - Construction Site Plan (CSP), (1st Submittal)
A new 30,000 square foot warehouse is proposed at 3716 Hogshead Road. The owner is Laurel Bodega LLC, and DSE Engineering, with Dave Schmitt as the contact, is the applicant. This project is currently in the early stages, with a first submittal for a Construction Site Plan (CSP) and a Subdivision Plan. The work would likely involve site clearing and grading, followed by underground utility installation, concrete work, building framing, roofing, and mechanical and finish trades. Early engagement with the project team could provide local contractors, suppliers, and service providers an advantage in securing future work as plans develop and permits are sought.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
- Address:
- 3716 Hogshead Road
- Applicant:
- Laurel Bodega LLC
2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN
This item concerns the planned installation of temporary sediment traps and basins in areas subject to erosion. These controls are intended to manage sediment runoff from disturbed sites. The work involves installing sediment traps, potentially in minor swales or ditch lines for drainage areas up to 2 acres, and temporary sediment basins. These structures will need to be properly anchored against washout and later backfilled and compacted. All collected sediment must be removed upon final site stabilization. This project is currently under review and represents an early opportunity for contractors specializing in site preparation, grading, and erosion control. Early engagement before final site plans and permits are issued could be advantageous for businesses in these fields.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
20. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS
This item concerns sediment removal and restoration of a trap to its original condition. The work involves ensuring land and water management compliance. Areas are noted as stabilized, with steeper slopes requiring staked solid sod. Any necessary strip overlaps must be made promptly. The existing grade will be prepared and seeded, with prompt replacement of any disturbed areas. Barriers will be maintained at one-third the height of the barrier. All work must be made as needed to prevent erosion, following specifications and criteria for construction and maintenance. This compliance will be part of the contract. This is an early stage item, indicating potential work for contractors specializing in site preparation, grading, erosion control, and landscaping. Early engagement could provide an advantage before final plans and permits are set.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
23. The Contractor shall not excavate, remove or otherwise disturb any material, structure or partof a structure which is located outside the lines, grades or grading section, established for thisproject, except where such excavations or removal is provided or in the ContractConstruction Plans or Technical Specifications.24. All work and all materials furnished shall be in conformity with the lines, grades, gradingsections, cross sections, dimensions, material requirements, and testing requirements that arespecified in the Contract Construction Plans or Technical Specifications.25. All work shall be accomplished in strict accordance with all applicable federal, state and localcodes, ordinances and regulations.26. Apparent errors, discrepancies or omissions in the Construction Plans shall be brought to theEngineer's attention before bidding.27. After completion of construction, the Contractor shall provide to the City a completedas-built plan one week prior to the final inspection. Before the final acceptance it shall be theContractor's responsibility to perform a site cleanup for the removal of trash, debris, excessmaterials, and equipment to present the project site clean and in good order.28. No extra payments shall be allowed for any work required due to misunderstanding of job orsite conditions affecting the work as described in the Technical Specifications or shown onthe Construction Plans. The Contractor shall not take advantage of any apparent error oromission in the Construction Plans or Technical Specifications and the Engineer shall bepermitted to make corrections and interpretation as may be deemed necessary for thefulfillment of the intent of the Contract Documents. By entering the bidding process thebidders acknowledge acceptance of these conditions.29. The Contractor shall submit four (4) sets of detailed shop drawings of all major itemsproposed for this project to the Engineer prior to ordering any of the equipment or material.Two (2) copies of the shop drawings will be returned to the Contractor. Upon theContractor's receipt of approved shop drawings from the Engineer, the Contractor mayproceed with the work.30. The Contractor shall comply with the legal load restrictions in hauling of materials in publicroads beyond the limits of construction work. A special permit will not relieve theContractor of liability for damage which may result from the moving of material andequipment.31. During construction, no direct discharge of water to downstream receiving waters will beallowed. The Contractor is responsible for maintaining water quality and route dischargewater in such a manner as to adequately remove silt prior to runoff from the site.32. Connection to existing lines to which utility pipe of the Contract must connect, the followingwork shall be performed:A. Expose buried lines to confirm or determine end connection, pipe material and diameter.B. Furnishing and installing piping and making proper connections.
The City of Apopka's Development Review Committee is reviewing plans that detail construction standards for future projects. These standards cover excavation limits, material conformity, adherence to codes, and the submission of shop drawings and as-built plans. The project involves connecting to existing utility lines, including exposing buried lines, furnishing and installing piping, and making proper connections. Specific requirements are outlined for potable and reclaimed water services, including the type of tubing, curb stops, and marking stakes. This review stage means that contractors, suppliers, and service providers can engage early. The work will likely involve site preparation, underground utility installation, and potentially new construction, offering opportunities for general contractors, plumbers, excavators, and material suppliers to learn about upcoming needs before final bids and permits are issued.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2- INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE8. SYNTHETIC BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER9. SYNTHETIC BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE SYNTHETIC BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE11. EACH SYNTHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT12. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SYNTHETIC BALES,13. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC BALES14. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SYNTHETIC BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO15. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.16. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE17. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-18. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO19. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL21. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT22. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6.23. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL24. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.25. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE26. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.27. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN'S RIVER
The City of Apopka's Development Review Committee is considering new requirements for erosion and sediment control. These proposed measures focus on protecting project sites from silt leaving the area due to accidents or unforeseen issues. The plan details specific methods for installing wire mesh over drop inlets, using coarse aggregate stone, and employing synthetic bales as filter barriers. It also outlines procedures for inspecting and repairing these barriers after rainfall and for removing accumulated sediment. All disturbed areas will require permanent vegetative cover, including grassing, fertilizing, mulching, and potentially sodding for immediate protection. Dewatering activities will also need filtered discharge to prevent erosion. This item is currently under review, indicating an early stage in the process. The work would involve site preparation, installation of temporary erosion control measures, potential dewatering, and final landscaping. Contractors specializing in site prep, grading, concrete, erosion control, and landscaping services could find opportunities as this project moves forward. Early engagement is advised before final plans and permits are issued.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED
Development Review Committee Meeting listed this item on its agenda for 2026-06-10 in City of Apopka. The posted record gives the item title and nothing else, so there is no site, no size and no applicant on file for it yet. Local businesses that want to follow it can open the official agenda link above and watch for the fuller write-up the body posts as the meeting gets closer.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
30. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT
This item concerns a planned development project that requires careful management of erosion and sediment control. The plan calls for dewatering, erosion, and sediment control measures to be in place throughout construction. These measures will include screens, synthetic hay bales, and grassing to stabilize disturbed areas. All fill slopes must be 3:1 or less. After construction is complete, these controls will be removed only when the inlet is clear and the area is stabilized. This project is currently under review. The work will involve site clearing, grading, and stabilization, followed by the installation of erosion control features and final landscaping. Contractors specializing in site prep, grading, erosion control, and landscaping services can find opportunities here. Early engagement is advised before final site plans, bids, and permits are established.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
5. CONTINUE CLEARING AND
This item concerns a planned development project that is currently under review. The project proposes the clearing and grading of a site. The order of activities will begin with site clearing and grading. Further details on the project's scope, location, and specific uses are not yet available. As the project is in its early stages of review, contractors, suppliers, and service providers are encouraged to monitor future updates. Early engagement could provide an advantage as detailed site plans, bids, and permits are developed.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
6. ALL SERVICE UNDER EXISTING OR PROPOSED PAVEMENT SHALL BE INSTALLED IN A MINIMUM 2" PVC SLEEVE. TO BE SERVED.
The City of Apopka's Design Engineering Division is reviewing plans for underground utility work. This project involves installing new water and reclaimed water mains, including wet tap tie-ins, and potentially new pump stations with associated electrical and grounding systems. The plans detail specific requirements for service sleeves, manhole frames, valve boxes, and various connection types. This review stage means that detailed site plans, bids, and permits are still being developed. Contractors specializing in underground utilities, civil engineering, site preparation, concrete work, electrical installations, and plumbing could find opportunities. Early engagement with the city's engineering division may provide insight into upcoming needs before formal bidding processes begin.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
6. STOCK PILE TOP SOIL IF REQUIRED7. PERFORM PRELIMINARY GRADING8. STABILIZE DENUDED AREAS AND
A civic agenda item is under review by the City of Apopka's Development Review Committee. This item involves the stockpiling of topsoil and preliminary grading, along with stabilization practices for denuded areas. Erosion and sediment control plans must be implemented as required by regulatory agencies. The project is currently in the planning and review phase, indicating an early opportunity for interested parties. This work would likely involve site clearing and grading, followed by stabilization and erosion control measures. Local contractors, trades, suppliers, and service providers are encouraged to engage early in the process, before site plans, bids, and permits are finalized, to understand the full scope and potential involvement.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
9. INSTALL UTILITIES, STORM SEWER,
A project is planned to install utilities and a storm sewer system. This work will involve regrading and removing silt fences and earth dikes/swales, followed by stabilization according to the erosion and turbidity control plan. The project requires 3,600 cubic feet of storage area per acre drained for onsite flows from disturbed areas. This project is currently under review by the City of Apopka Development Review Committee. The scope of work includes site preparation, grading, installation of underground utilities and storm drainage systems, and final site stabilization. Contractors specializing in site preparation, grading, utility installation, and civil engineering services may find opportunities. Early engagement is advised as plans and permits are being finalized.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF BALE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES
A project is planned for a 2.99-acre site in Apopka. The project involves regrading the entire site and installing a series of pipes and inlets to manage stormwater runoff. This will include a dry detention system and potentially temporary sediment basins to control erosion and turbidity. The anticipated construction timeline is from June 2023 to June 2024. This project will require site clearing and grading, underground utility work for stormwater management, and final landscaping for stabilization. Local contractors, suppliers, and service providers should consider reaching out early to learn more about the project as plans and permits are being finalized. This early engagement can provide an advantage before bids are solicited.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_item
DRC Agenda 06/10/2026
[3710 Jason Dwelley Parkway; case E-26-7] Special Event: Fitness/Workout Event at Northwest Recreation Complex, 3710 Jason Dwelley Parkway on July 11th, 2026. Applicant: Andrew Reyes. Case Number: E-26-7. [2501 Ocoee Apopka Road; case CSP-26-8] Construction Site Plan for a Convenience Store/Fuel Station at 2501 Ocoee Apopka Road. Applicant: Kimley Horn and Associates Inc - Derek Ramsburg. Case Number: CSP-26-8. [3716 Hogshead Road; case MDP-26-5] Construction Site Plan for a 30,000 SF Warehouse at 3716 Hogshead Road. Applicant: DSE Engineering - Dave Schmitt. Case Number: MDP-26-5. [Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road; case CSP-26-14] Construction Site Plan for Residential Subdivision 'Oakmoor' (fka Ondich North) with 196 Individual Single Family Lots. Locations: Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road. Applicant: 1828 Engineering LLC - Luke Classon. Case Number: CSP-26-14.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda
- Address:
- 3710 Jason Dwelley Parkway
- Applicant:
- Andrew Reyes
DRC Agenda Packet 06/10/2026
[2501 Ocoee Apopka Road (7-Eleven); 3716 Hogshead Road (Warehouse); Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road (Subdivision); 3710 Jason Dwelley Parkway (Special Event); case E-26-7 (Special Event); CSP-26-8 (7-Eleven); MDP-26-5 (Warehouse); CSP-26-14 (Subdivision)] The document is an agenda for the Apopka Development Review Committee meeting on June 10, 2026, and includes detailed construction plans for a 7-Eleven convenience store and fuel station. The agenda lists multiple projects: a special event, a construction site plan for a 7-Eleven, a construction site plan for a warehouse, and a construction site plan for a residential subdivision. The document does not state a decision (approved/denied/deferred/recommended) for any of the projects; it only lists them on the agenda. The document does not contain any public comment or stakeholder sentiment. For the 7-Eleven project, the plans specify a 4,852 SF convenience store with 6 fueling stations on a 1.92-acre site at 2501 Ocoee Apopka Road, with parcel ID 20-21-28-8000-04-000, owned by Shoppes at East Shore LLC, with Apopka Keene LLC as developer. The warehouse project is a 30,000 SF warehouse at 3716 Hogshead Road, owned by Laurel Bodega LLC. The subdivision project is a residential subdivision with 196 single-family lots at Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road, owned by HMF-LLC and PM S-1 REO LLC. The special event is a fitness/workout event at the Northwest Recreation Complex, 3710 Jason Dwelley Parkway, owned by The Oak. The document does not state the zoning change for any project. The document does not state the decision or key dates beyond the meeting date of June 10, 2026. The business opportunity for contractors is the construction of the 7-Eleven, warehouse, and subdivision, as well as the special event. The grounding note is that the document is an agenda and construction plan set, not a decision record. [3716 Hogshead Road, Apopka, Florida; case SAC-2] The document is a set of engineering plans for a light industrial building at 3716 Hogshead Road, Apopka, Florida. The project includes grading, drainage, utilities, and landscaping for a 30,080 square foot industrial building on a 2.99 acre site. The existing zoning is I-L (Light Industrial). The applicant is Laurel Bodega, LLC, with contact Shawn Casey. The case number is SAC-2. The document does not state a decision or key dates beyond the plan dates of February 2022 and April 2023. The business opportunity is for contractors in site work, utilities, paving, and fire protection. The document does not state any public comment or stakeholder sentiment. [3658, 3845, 4255, 4267 Ondich Road, and Oak Lane, Apopka, Florida, 32712] The document is a construction site plan for Oakmoor (f.k.a. Ondich North), a residential subdivision in Apopka, Florida. The property is 196.83 acres with 196 single family lots. The applicant/developer is Pulte Home Company, LLC. The project is located along the west side of State Road 453, north of Ondich Road, and northeast of the Crossroads at Kelly Park development. The addresses for the parcels are 3658, 3845, 4255, 4267 Ondich Road, and Oak Lane, Apopka, Florida, 32712. The existing zoning is PD (City) and the proposed development is a residential subdivision with 196 individual single family lots developed according to PD Ordinance 3117. The document includes detailed plans for civil, landscape, irrigation, lighting, tree mitigation, and utility work. No decision (approved/denied/deferred/recommended) is stated in the document. No public comment or stakeholder sentiment is stated in the document.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-10
- Type:
- Agenda_packet
- Address:
- 2501 Ocoee Apopka Road (7-Eleven); 3716 Hogshead Road (Warehouse); Oak Lane, 3845 Ondich Road, 4255 Ondich Road, and 4267 Ondich Road (Subdivision); 3710 Jason Dwelley Parkway (Special Event)
- Applicant:
- 7-Eleven: Kimley Horn and Associates Inc - Derek Ramsburg; Warehouse: DSE Engineering - Dave Schmitt; Subdivision: 1828 Engineering LLC - Luke Classon; Special Event: Andrew Reyes
1. MDP-26-1 - Paulucci Acres - Pod 1 A/B & 4 - Major Development Plan (MDP), (3rd Submittal)
A Major Development Plan (MDP) for Paulucci Acres, Pods 1 A/B & 4, is currently under review by the City of Apopka's Development Review Committee. This project proposes a new subdivision with 502 individual single-family lots on property located at 2213 Vick Road, Vick Road, and Ponkan Road. The plan is in its third submittal phase, indicating it is still in the early stages of the public process. If approved, this development would involve significant site clearing and grading, followed by extensive underground utility work, including water and sewer systems. Subsequent phases would likely include road and driveway paving, vertical construction for homes, and final landscaping. Contractors specializing in site preparation, underground utilities, paving, home building, and landscaping, along with suppliers of construction materials, could find opportunities by engaging with the applicant and project manager early in the review process, before final plans and bids are established.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- 2213 Vick Road
- Applicant:
- Paulucci Acres LLC
1. MDP-26-1 - Paulucci Acres - Pod 1 A/B & 4 - Major Development Plan (MDP), (3rd Submittal)
A Major Development Plan (MDP) for Paulucci Acres, Pods 1 A/B and 4, is currently under review by the City of Apopka's Development Review Committee. This project proposes a new subdivision with 502 individual single-family lots. The property is located at 2213 Vick Road, along Vick Road and Ponkan Road. This early stage in the review process means that site plans, bids, and permits are not yet finalized. If approved, the project would involve significant site clearing and grading, followed by underground utility work, road and driveway construction, and the installation of homes. Contractors, suppliers, and service providers in residential construction, site preparation, utilities, and related trades are encouraged to engage with the applicant and project manager to understand the project's scope and potential timelines. Early engagement can provide a competitive advantage as the project moves forward.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- 2213 Vick Road
- Applicant:
- Paulucci Acres LLC
1. PL-26-1 - Chandler Row Plat (fka INB Homes) Plat Application (PL), (2nd Submittal)
A residential development is planned for 240 lots at 4648 Chandler Road. The owner is MRP HNHB LLC, and the applicant is Kimley Horn and Associates, represented by Brian Ashby. This project is currently under review as a plat application and major development plan. The work would likely involve site clearing and grading, followed by underground utility installation, road and driveway paving, and then the vertical construction of homes. Finally, landscaping and finishing trades would complete the project. Contractors, suppliers, and service providers in site preparation, utilities, paving, framing, and finishing trades should reach out early to learn more about this planned development before bids and permits are finalized.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- 4648 Chandler Road
- Applicant:
- MRP HNHB LLC
1. PL-26-1 - Chandler Row Plat (fka INB Homes) Plat Application (PL), (2nd Submittal)
A residential development is planned for 240 lots at 4648 Chandler Road. The owner is MRP HNHB LLC, and the applicant is Kimley Horn and Associates, with Brian Ashby as the contact. This project is currently under review as a plat application and major development plan. The work would involve site clearing and grading, followed by underground utility installation, road and driveway paving, and then the construction of homes. Finally, landscaping and finishing trades will complete the project. Contractors, suppliers, and service providers in site prep, utilities, paving, framing, electrical, plumbing, HVAC, roofing, and landscaping could find opportunities. Reaching out to the applicant or project manager early, before bids are finalized, offers the best chance to compete for this work.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- 4648 Chandler Road
- Applicant:
- MRP HNHB LLC
2. MDP-26-2 - The Ridge PD Phase 3 - Major Develpment Plan (MDP), (1st Submittal)
A Major Development Plan (MDP) for "The Ridge PD Phase 3" is under review by the City of Apopka's Development Review Committee. The proposal involves developing a multi-family residential community on land located at the southwest corner of Boy Scout Road and Ocoee Apopka Road. This project is in its first submittal phase, indicating an early stage in the planning process. The development is expected to involve site clearing and grading, followed by underground utility work, road and driveway construction, and the vertical construction of residential buildings. This early stage presents an opportunity for local contractors, trades, suppliers, and service providers to engage with the applicant and project manager before final plans, bids, and permits are established, potentially securing future work.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- SW Corner of Boy Scout Road and Ocoee Apopka Road
- Applicant:
- Apopka Centerline Development
DRC Agenda 06/03/2026
[4648 Chandler Road; case PL-26-1] Chandler Row Plat (fka INB Homes) is a proposed residential development for 240 lots. The applicant is Kimley Horn and Associates - Brian Ashby, and the owner is MRP HNHB LLC. The project is located at 4648 Chandler Road. This item is on the agenda for the Apopka Development Review Committee on June 3, 2026. [2213 Vick Road, Vick Road, Ponkan Road; case MDP-26-1] Paulucci Acres - Pod 1 A/B & 4 is a proposed subdivision with 502 individual single-family lots. The owner is Paulucci Acres LLC, and the applicant is 1828 Engineering LLC - Luke Classon. The project is located at 2213 Vick Road, Vick Road, Ponkan Road. This item is on the agenda for the Apopka Development Review Committee on June 3, 2026. [SW Corner of Boy Scout Road and Ocoee Apopka Road; case MDP-26-2] The Ridge PD Phase 3 is a proposed multi-family residential community. The owner is Apopka Centerline Development, and the applicant is Vanasse Hangen Brustlin Inc - George Georgy, PE. The project is located at the SW Corner of Boy Scout Road and Ocoee Apopka Road. This item is on the agenda for the Apopka Development Review Committee on June 3, 2026.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda
- Address:
- 4648 Chandler Road
- Applicant:
- Kimley Horn and Associates - Brian Ashby
DRC Agenda Packet 06/03/2026
[4648 Chandler Road; case PL-26-1] Chandler Row Plat (fka INB Homes) is a residential development proposed for 240 lots. The owner is MRP HNHB LLC and the applicant is Kimley Horn and Associates - Brian Ashby. The location is 4648 Chandler Road. This item is listed on the Apopka Development Review Committee Agenda for June 3, 2026. [2213 Vick Road, Vick Road, Ponkan Road; case MDP-26-1] Paulucci Acres - Pod 1 A/B & 4 is a proposed subdivision with 502 individual single family lots, associated roadways, and retention/detention areas. The owner is Paulucci Acres LLC and the applicant is 1828 Engineering LLC - Luke Classon. The location is described by addresses 2213 Vick Road, Vick Road, and Ponkan Road, encompassing approximately 171.546 acres. The property is located in Section 28, Township 20 South, Range 28 East, Orange County, Florida. OCPA Parcel IDs include 28-20-28-0000-00-099, 28-20-28-0000-00-009, 28-20-28-0000-00-012, 28-20-28-0000-00-089, and 28-20-28-0000-00-090. This item is listed on the Apopka Development Review Committee Agenda for June 3, 2026. [SW Corner of Boy Scout Road and Ocoee Apopka Road; case MDP-26-2] The Ridge PD Phase 3 is a proposed development of a Multi-Family Residential Community. The owner is Apopka Centerline Development and the applicant is Vanasse Hangen Brustlin Inc - George Georgy, PE. The location is the SW Corner of Boy Scout Road and Ocoee Apopka Road. This item is listed on the Apopka Development Review Committee Agenda for June 3, 2026.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_packet
- Address:
- 4648 Chandler Road
- Applicant:
- Kimley Horn and Associates - Brian Ashby
W. PONKAN ROAD
A civic agenda item concerning the area around W. Ponkan Road, Jason Dwelley Parkway, Vick Road, Ponkan Summit Drive, Rogers Road, and Pittman Road is planned for review. The specific nature of the project, its size, current use, or proposed use is not detailed in the provided agenda item text. This item is currently under review by the Development Review Committee. The agenda item does not specify any scope of work, phases, or types of contractors that may be involved. As the details are not provided, local contractors, suppliers, and service providers should monitor future postings for more information on potential opportunities.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- W. PONKAN ROAD
W. PONKAN ROAD
A major development plan for The Ridge PD - Parcel 3 project is under review. This project proposes the development of a multi-family residential community on approximately 14.37 acres, which will include 11 apartment buildings with 363 dwelling units and a clubhouse. The project also involves extending Bronson Lake Drive to connect to Ocoee Apopka Road, including roadway construction, sidewalks, landscaping, and stormwater drainage. The development is planned to include internal access drives and parking areas. This project is currently under review, offering an early opportunity for contractors, trades, suppliers, and service providers. The scope of work will likely involve site clearing and grading, underground utility and stormwater system installation, road and sidewalk paving, vertical construction of apartment buildings and a clubhouse, and final landscaping. Businesses specializing in site preparation, civil engineering, concrete, electrical, plumbing, HVAC, roofing, painting, flooring, and landscaping could find opportunities by engaging early in the process before final plans and bids are set.
- Board:
- Development Review Committee Meeting
- Date:
- 2026-06-03
- Type:
- Agenda_item
- Address:
- W. PONKAN ROAD
- Applicant:
- Apopka Centerline Development LLC
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