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1,642 records
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
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