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Sé el Primero, Construye Relaciones Duraderas

Development Review Committee Meeting: junio de 2026

City of Apopka

DRC Agenda 06/24/2026

The Apopka Development Review Committee agenda for June 24, 2026, includes a Major Development Plan (MDP) for Revised Cold Link Apopka MDP. The project proposes the construction of a 168,180 square foot building. The owner is MG88 Central Florida Cold Storage II LLC, and the applicant is Kimley-Horn, represented by Joshua Enot. The project manager is Amer Hamza. This item is listed under 'SITE PLAN' and is a '2nd Submittal'.

Board:
Development Review Committee Meeting
Date:
2026-06-24
Type:
Agenda
Address:
2560 West Orange Blossom Trail
Applicant:
Kimley-Horn - Joshua Enot

DRC Agenda Packet 06/24/2026

The Apopka Development Review Committee agenda for June 24, 2026, includes a Major Development Plan (MDP) for Cold Link Apopka. The project, owned by MG88 Central Florida Cold Storage II LLC and represented by applicant Kimley-Horn (Joshua Enot), proposes the construction of a 168,180 SF building. The location is 2560 West Orange Blossom Trail. The project involves rezoning two existing houses once annexed into the City of Apopka, renovating one existing building, constructing a new pump building, an additional cold storage facility with a loading dock door, and an associated parking lot. The total project area is approximately 27.69 acres. The document details extensive stormwater pollution prevention measures, including erosion and sediment controls, waste disposal procedures, and spill prevention practices. No public comment was stated in this portion of the agenda.

Board:
Development Review Committee Meeting
Date:
2026-06-24
Type:
Agenda_packet
Address:
2560 West Orange Blossom Trail
Applicant:
Kimley-Horn - Joshua Enot

1. ALL SITE WORK CONSTRUCTION TESTING SHALL BE PERFORMED BY A CERTIFIED / LICENSED2. ALL SITE WORK CONSTRUCTION TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL REPORT AND / OR THE TESTING PARAMETERS OF THE LOCAL MUNICIPALITY / AGENCY HAVING JURISDICTION OVER THE SITE WORK. THE MORE STRINGENT3. COPIES OF PASSING TEST RESULTS SHALL BE PROVIDED TO THE DEVELOPER, ENGINEER OF RECORD, CONTRACTOR AND LOCAL MUNICIPALITY / AGENCY FOR PURPOSES, SUCH AS BUT4. THE SERVICES OF A CONSTRUCTION TESTING GEOTECHNICAL FIRM SHALL BE RETAINED BY THE DEVELOPER, UNLESS OTHERWISE SPECIFIED IN THE BID DOCUMENTS.5. S.A.I. WILL NOT BE RESPONSIBLE FOR SCHEDULING, COORDINATION OR EVALUATION OF THE SOILS TESTING AND CERTIFICATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE NECESSARY ARRANGEMENTS DIRECTLY WITH THE SOILS TESTING LABORATORY / GEOTECHNICAL FIRM AND THE SITE CONTRACTOR.

The City of Apopka's Development Review Committee is considering new requirements for site work construction testing and utility line separations. These proposed standards focus on ensuring all site work construction testing is performed by certified professionals and adheres to geotechnical reports and local agency specifications. The requirements also detail specific separation criteria for water, sewer, and reclaimed water lines, including minimum horizontal and vertical distances and procedures for pipe crossings. This item is currently under review, indicating an early stage in the planning process. If approved, the project would involve extensive site preparation, including grading and excavation, followed by the installation and testing of underground utilities such as water and sewer systems. The scope also includes detailed requirements for water system components and chlorination testing. Contractors specializing in site preparation, underground utilities, concrete work, and specialized testing services could find opportunities. Engaging early allows businesses to understand the upcoming standards and prepare for potential bids as plans and permits are finalized.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

1. CSP-25-39 - Wolf Lake Ranch Phase 2 - Construction Site Plan (CSP), (2nd Submittal)

A new development is planned for 3251 North Ponkan Road in Apopka. Roseville Farms LLC is proposing to develop this site into 59 single-family lots with associated infrastructure. This project is currently under review by the Development Review Committee. The development will involve site clearing, grading, and the installation of underground utilities and stormwater systems. Following this, road and driveway paving will be needed, along with the construction of homes, including framing, roofing, and interior finish trades. Landscaping will complete the project. Local contractors, trades, suppliers, and service providers are encouraged to engage early to understand the project's scope and potential needs before formal bidding begins.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
3251 North Ponkan Road
Applicant:
Roseville Farms LLC

1. CSP-25-39 - Wolf Lake Ranch Phase 2 - Construction Site Plan (CSP), (2nd Submittal)

A construction site plan for Wolf Lake Ranch Phase 2 is under review by the City of Apopka's Development Review Committee. This project proposes to develop 59 single-family lots along with the necessary infrastructure. The owner is Roseville Farms LLC, and the applicant is Kimley-Horn and Associates, represented by Joshua Enot. The project manager is Jean Sanchez. This early stage in the review process means that site clearing and grading, underground utility work, road and driveway paving, and final landscaping will be part of the project's scope. Local contractors, trades, suppliers, and service providers can benefit by engaging with the applicant and project manager now, before final site plans, bids, and permits are established. This allows for early input and potential competition for upcoming work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
3251 North Ponkan Road
Applicant:
Roseville Farms LLC

1. CSP-26-22 - Wyld Oaks Cell Tower - Construction Site Plan (CSP), (1st Submittal)

A new 120-foot stealth wireless telecommunications facility is being proposed at 4112 Sadler Road in Apopka. The owner is Kelly Park VB Development LLC, and the applicant is Kimley-Horn & Associates, represented by Tommy O'Shea. This project is currently in its first submittal stage for a Construction Site Plan (CSP) and is under review by the Development Review Committee. The work would involve site preparation, including clearing and grading, followed by the installation of underground utilities and the construction of the telecommunications tower. This early stage presents an opportunity for local contractors, suppliers, and service providers to engage before final plans and bids are set. Reaching out now could allow businesses to compete for site clearing, grading, concrete work, electrical installations, and landscaping services.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
4112 Sadler Road
Applicant:
Kelly Park VB Development LLC

1. CSP-26-22 - Wyld Oaks Cell Tower - Construction Site Plan (CSP), (1st Submittal)

A construction site plan for a new 120-foot stealth wireless telecommunications facility is under review. The project is located at 4112 Sadler Road and is proposed by Kelly Park VB Development LLC, with Kimley-Horn & Associates serving as the applicant. This item is currently in its first submittal phase with the Development Review Committee, indicating it is early in the planning process. The project would involve site preparation, including clearing and grading, followed by the installation of the telecommunications tower and associated underground utilities. Subsequent phases would likely include concrete work for the foundation and any necessary electrical connections. Contractors specializing in site preparation, concrete, electrical work, and potentially specialized tower installation services could find opportunities. Early engagement is advised as site plans and permitting are still being finalized.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
4112 Sadler Road
Applicant:
Kelly Park VB Development LLC

1. FLU-26-4 - Bateman Properties - Future Land Use (FLU), (1st Submittal)

A future land use amendment is under review for three parcels totaling approximately 4.85 acres at 2864 Dowman Drive. The owner is LMB Capital LLC, and the applicant is Denny Shiver. This item is a first submittal for a FLU amendment, meaning it is in the early stages of the review process. If approved, this project would involve site clearing and grading, followed by potential underground utility work and road access improvements. Depending on the final plans, construction could include vertical framing and finish trades. Local contractors, suppliers, and service providers should consider engaging early to understand the project scope as it develops. Early involvement can provide an advantage before site plans, bids, and permits are finalized.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
2864 Dowman Drive
Applicant:
LMB Capital LLC

1. FLU-26-4 - Bateman Properties - Future Land Use (FLU), (1st Submittal)

A future land use amendment is being considered for three parcels totaling approximately 4.85 acres at 2864 Dowman Drive. The owner is LMB Capital LLC, and the applicant is Denny Shiver. This item is a first submittal and is currently under review by the Development Review Committee. The proposed change involves amending the future land use designation for these parcels. This process could lead to future development, potentially involving site clearing, grading, utility work, paving, building construction, and landscaping. Local contractors, suppliers, and service providers are encouraged to engage early in this planning stage to understand potential future needs before formal plans, bids, and permits are established.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
2864 Dowman Drive
Applicant:
LMB Capital LLC

1. MDP-26-6 - Floridian Town Center Mulit-Family Phase 1 - Major Development Plan (MDP), (1st Submittal)

A Major Development Plan (MDP) for Floridian Town Center Multi-Family Phase 1 is currently under review. This project, proposed by Gloridian Apopka Phase 1 Owner LLC and applied for by McIntosh Associates an LJA Company, is planned for Southfork Drive. The proposal is for multi-family residential apartments. This early stage means site plans, bids, and permits are not yet finalized. The project is expected to involve site clearing and grading, followed by underground utility work, road and driveway construction, and then the vertical construction of apartment buildings. Finally, interior and exterior finishes, including landscaping, will be completed. Contractors, suppliers, and service providers in site preparation, heavy civil, concrete, framing, electrical, plumbing, HVAC, painting, flooring, roofing, and landscaping could find opportunities. Reaching out now, before final plans are set, offers a chance to get involved early.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
Southfork Drive
Applicant:
Gloridian Apopka Phase 1 Owner LLC

1. MDP-26-6 - Floridian Town Center Mulit-Family Phase 1 - Major Development Plan (MDP), (1st Submittal)

A Major Development Plan (MDP) for Floridian Town Center Multi-Family Phase 1 is currently under review. This project, proposed by Gloridian Apopka Phase 1 Owner LLC and applied for by McIntosh Associates an LJA Company, is planned for Southfork Drive. The proposal is for multi-family residential apartments. This early stage in the review process means that site plans, bids, and permits are not yet finalized. The project is expected to involve site clearing and grading, followed by underground utility work, road and driveway construction, and then the vertical construction of apartment buildings. Finally, interior and exterior finishes, mechanical systems, and landscaping will be completed. Contractors, suppliers, and service providers in areas such as site preparation, general contracting, concrete, electrical, plumbing, HVAC, and landscaping may find opportunities. Reaching out now, before final plans are set, offers a chance to get involved early.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
Southfork Drive
Applicant:
Gloridian Apopka Phase 1 Owner LLC

1. PL-26-3 - Crossroads at Kelly Park Phase 2A-2 - Plat (PL), (1st Submittal)

A final plat for a new subdivision, known as Crossroads at Kelly Park Phase 2A-2, is currently under review by the City of Apopka's Development Review Committee. This project, proposed by Jen Florida 51 LLC and applied for by Pape Dawson, involves dividing land into 78 residential lots. The location is along Soapberry Avenue. This early stage in the review process means that site plans, bids, and permits are not yet finalized. The project will likely involve initial site clearing and grading, followed by underground utility work, road construction, and then the vertical construction of homes. Contractors, suppliers, and service providers in site preparation, utilities, paving, framing, and related trades should consider reaching out now to understand the project's scope and potential needs as it moves forward. Early engagement can provide an advantage before formal bidding begins.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
Soapberry Avenue
Applicant:
Jen Florida 51 LLC

1. PL-26-3 - Crossroads at Kelly Park Phase 2A-2 - Plat (PL), (1st Submittal)

A new plat for 78 lots is under review for the Crossroads at Kelly Park Phase 2A-2 project, located on Soapberry Avenue. Jen Florida 51 LLC is the owner, with Pape Dawson represented by Genevieve LaBuda as the applicant. This project is in its early stages, currently under review by the Development Review Committee. The proposed development involves creating a final plat for 78 residential lots. This process will likely lead to site clearing and grading, followed by underground utility installation, road construction, and final landscaping. Contractors, suppliers, and service providers in site preparation, civil engineering, utility work, paving, and landscaping should consider reaching out to the applicant or project manager early. Engaging now, before final site plans and permits are established, offers the best opportunity to compete for future work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
Soapberry Avenue
Applicant:
Jen Florida 51 LLC

1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDERNEATHWATER MAINS. INSTALLATIONS OF SANITARY SEWERS, FORCE MAINS AND STORM SEWERS, ATCROSSINGS OF WATER MAINS, SHALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICALDISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THELOWER PIPE, WHENEVER POSSIBLE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWERJOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO

The City of Apopka's Development Review Committee is considering new standards for how sanitary sewers, force mains, and storm sewers cross underneath water mains. These proposed rules focus on maintaining specific vertical and horizontal distances between pipes, using ductile iron pipe (DIP) at crossings, and ensuring joints are leak-free and mechanically restrained. In situations where sewers must cross over water mains, specific separation criteria and pipe material requirements will apply, with options for sleeving pipes. The item is currently under review by the committee. This review could lead to new construction requirements for future utility projects, involving site preparation, excavation, pipe installation, and potentially concrete and paving work. Contractors, suppliers, and service providers in the utility and civil construction sectors are encouraged to monitor this review. Understanding these potential new standards early, before specific projects are designed and bid, offers an advantage in preparing for upcoming work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

10. ALL ON-SITE FIRE HYDRANTS SHALL BE PAINTED WITH HIGH GRADE ENAMEL FEDERAL SAFETY YELLOW (OSHA APPROVED), AND MUSTBE LOCATED A MINIMUM OF 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS WILL BE REQUIRED FORTO ASSURE ADEQUATE FLUSHING AND DISINFECTION/CHLORINATION.PROTECTION ALL FIRE HYDRANTS SHALL COMPLY WITH AWWA STANDARDS C502-80 THEREOF.

This civic agenda item concerns planned utility work for the City of Apopka. The project involves the installation and protection of fire hydrants and water mains, requiring compliance with AWWA and City of Apopka Utility Department standards. Specific requirements include painting all on-site fire hydrants federal safety yellow and ensuring they are located at least 6 feet from pavement edges or curbs, with bollards needed if this distance cannot be met. Measures against corrosion must be used, and pipe cover, joint, and packing materials must meet specified standards. The project is currently under review by the Development Review Committee. This work will likely involve site preparation, grading, underground utility installation, concrete work for foundations or protection, and potentially paving. Contractors specializing in utility work, site preparation, concrete, and painting may find opportunities. Early engagement before final plans and permits are issued could be advantageous.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN "ON-SITE THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND

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

11. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S),

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

12. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE CITY OF APOPKA13. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION(S) OF EXISTING CONNECTION POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS

This item concerns planned sanitary sewer work for the City of Apopka. All work must follow the City of Apopka Utilities Department's standards and specifications. Before connecting new facilities to existing sewer lines or structures, contractors must confirm the location and elevation of these connection points. Any conflicts found must be reported to the owner's engineer. This early stage means potential work in site preparation, underground utility installation, and connections to existing infrastructure. Contractors, suppliers, and service providers in utility construction and related fields should engage now to understand project needs before formal bidding begins.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

12. CONTRACTOR SHALL COORDINATE AND VERIFY ALL ADA ACCESS WAY SLOPES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY LOCATIONS WHERESLOPES DO NOT MEET ADA REQUIREMENTS.13. CONTRACTOR SHALL INCLUDE IN BID FINAL ADJUSTMENTS TO ALL MANHOLES ANDCATCH BASIN RIMS TO FINAL FIELD GRADE.

This item concerns a planned demolition and construction project. The project involves demolition work, with a plan that is approximate and subject to adjustments based on site conditions and engineer requirements. Contractors will need to coordinate and verify all ADA access way slopes before starting construction and notify the engineer of any issues. Final adjustments to manhole and catch basin rims to match the final field grade will also be required. The project requires adherence to environmental regulations, including submitting notice to the FDEP and providing proof of NPDES compliance to the engineer, owner, and city. This early stage presents an opportunity for contractors, suppliers, and service providers to engage before final plans and bids are set. Early involvement can help businesses understand the scope, including site clearing, grading, underground utility work, and final adjustments, and position themselves to compete for upcoming work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

13. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C65112. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA STANDARD C605 FOR PVC AND C600 FOR DUCTILE IRON

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

14. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT15. FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18

This agenda item outlines testing and inspection requirements for sanitary sewer mains and force mains, as well as for the storm drainage system. It specifies that sanitary sewer piping requires visual inspection and force mains need hydrostatic pressure tests. The storm drainage system requires visual inspection and must be complete before occupancy. Specific requirements include magnetic locator tape for sewer mains, hydrostatic pressure tests for force mains, and infiltration/exfiltration tests for gravity sewers. The contractor is responsible for scheduling all inspections and tests with the engineer and relevant agencies. This project involves site clearing and grading, underground utility work for sewer and drainage systems, and potentially road and paving work related to drainage structures. Local contractors, suppliers, and service providers in site prep, grading, underground utilities, concrete, and testing services could find opportunities. Engaging early allows businesses to understand project needs before final plans and bids are set.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

15. CONSTRUCTION MUST COMPLY WITH THE CITY OF APOPKA ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. SHOULD NOTES BETWEEN THIS PLAN AND CITY STANDARDS/DETAILS SHOW DIFFERENT INFORMATION, THE MOST STRINGENT STANDARD BETWEEN THE (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED.

This item concerns the requirements for as-built and record drawings for future construction projects within the City of Apopka. All construction must follow the City of Apopka Engineering Standards Manual and Land Development Code. If there are differences between the plan and city standards, the most stringent standard will apply. Upon project completion, contractors must provide the owner's engineer with certified as-built drawings from a Florida registered land surveyor. These drawings must include details on utilities, grade breaks, and elevations. The drawings will be prepared on permit drawings, showing proposed and as-built data. No engineer's certification for a Certificate of Occupancy will be issued until this information is received and approved by the owner's engineer and governing agencies. This process sets the stage for future development projects, requiring services from general contractors, civil engineers, land surveyors, and those providing drafting and document management services. Early engagement with project owners and engineers can provide valuable insight into upcoming needs.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

16. CONTRACTOR SHALL REFERENCE THE APPROVED MASTER DEVELOPMENT PLAN FOR ADDITIONAL INFORMATION RELATIVE TO PARCEL 5. APPROVED PLANS BY VHB DATED AUGUST 26, 2021 AND APPROVED BY THE CITY OCTOBER 20, 2021.17. RETAINING WALL SYSTEMS SHALL BE MAINTAINED BY THE OWNER OF PARCEL 5.

A master development plan for Parcel 5 has been approved, with plans by VHB dated August 26, 2021, approved by the City of Apopka on October 20, 2021. This project involves the installation of DIP and PVC water mains, which will require hydrostatic testing witnessed by a City of Apopka inspector. Retaining wall systems for Parcel 5 will be maintained by the owner. The project is currently in the planning and approval phase, based on previously approved master development plans. Work will likely include site preparation, underground utility installation for water mains, and the construction and maintenance of retaining walls. Local contractors, suppliers, and service providers in site preparation, underground utilities, concrete, and general construction could find opportunities. Early engagement before final bid and permit stages may offer advantages.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Decision:
City of Apopka
Address:
Parcel 5

16. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE.

This item concerns the planned installation of fire lines. The work will require a contractor licensed by the State of Florida Fire Marshall's Office. This is an early stage in the public process, indicating a potential opportunity for contractors. The scope of work will involve the installation of underground fire suppression systems. This could include site preparation, trenching, pipe laying, and connection to existing water mains. Businesses specializing in fire suppression systems, underground utilities, and general contracting may find opportunities. Engaging early before final plans and permits are set could be advantageous.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

17. FIRE PROTECTION SHALL MEET ALL THE REQUIREMENTS OF THE APPLICABLE MUNICIPALITY OR COUNTY.

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

18. WATERMAINS DESIGNATED AS FIRE LINE BY FIRE MARSHAL MAY REQUIRE ADDITIONAL RESTRAINTS. CONTRACTOR SHALL VERIFY WITH FIRE MARSHAL PRIOR TO CONSTRUCTION. ADDITIONAL MEASURES SHALL BE INCLUDED IN BASE BID.19. CONTRACTOR SHALL PLAN ON 2 LIFTS FOR ASPHALT UNLESS OTHERWISE NOTIFIED BY OWNER.20. PIPE LENGTHS ARE APPROXIMATE. FIELD CONDITIONS MAY REQUIRE ADJUSTMENTS AND BE PART OF BASE BID.21. PRIOR TO INITIATING SITE WORK, CONTRACTOR SHALL VERIFY BUILDING UTILITY POINTS OF CONNECTION WITH FINAL BUILDING PERMIT PLANS. NOTIFY A/E OF ANY DISCREPANCIES.

A new access road project is planned for Lot 7, located between W Kelly Park Road and HWY 429 in Apopka, FL. This project, proposed by Kelly Park VB Development LLC, involves constructing infrastructure for the Lot 7 access roads. The project is currently in the planning and design phase, with construction documents being prepared. The scope of work will include site clearing and grading, installation of underground utilities (water, sewer, stormwater), paving of roads and driveways, and final landscaping. This early stage presents an opportunity for contractors, suppliers, and service providers to engage with the project team before bids and permits are finalized, potentially securing work on this development.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
W Kelly Park Road between Effie Drive and HW 429
Applicant:
Kelly Park VB Development LLC

2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER (INCLUDING FORCE MAINS) AND

This item concerns proposed standards for water and sewer line installation. Specifically, it outlines requirements for maintaining separation distances between water mains and sewer lines, including force mains. When horizontal separation of 10 feet is not possible, water mains must be installed in a separate trench or on an undisturbed earth shelf. A minimum vertical distance of 18 inches is required, with water mains always located above sewer lines. Additionally, all PVC water mains must have a magnetic locator tape buried above them, with specific thickness, width, material, and marking requirements. This review stage means that the exact project details and specifications are still being determined. The work would involve site preparation, trenching, utility installation for water and sewer lines, and potentially specialized materials. Contractors and suppliers involved in underground utilities, site preparation, and material supply could find opportunities as these standards are applied to future projects. Early engagement is advisable before final plans and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

2. CONTRACTOR SHALL PREPARE AND FILE THE NECESSARY EPA - NPDES PERMIT(S) FOR THIS PROJECT. 1. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SPECIFIC REQUIREMENTS OF ALL SITE DEVELOPMENT PERMITS.

This civic agenda item outlines requirements for a contractor involved in a water distribution system, sanitary sewer, and stormwater management system project. The project involves obtaining EPA NPDES permits and adhering to site development permit requirements. Key tasks for the contractor include surveying, testing, and providing documentation for engineering certifications. This includes performing pressure tests on the water distribution system and providing certified as-built drawings for the water, fire, paving, grading, and stormwater management systems. The project also requires providing certified as-built drawings for off-site roadway improvements. The review and approval process for engineering certifications can take one to two months and impacts the final certificate of occupancy. This early stage in the process presents an opportunity for contractors, suppliers, and service providers to engage before final bids and permits are settled. Businesses specializing in site preparation, grading, underground utilities, paving, surveying, and environmental permitting could find opportunities here.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

2. CSP-26-15 - Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 - Construction Site Plan (CSP), (2nd Submittal)

A construction site plan review is underway for Logistics 429 at Apopka Ridge, located at 1315 Jack Junction Road. This project, proposed by Ridge 429 Owner LLC and applied for by Smiley & Associates Inc, involves the construction of Buildings 400, 500, and 600. This is part of the second submittal for Phase 2 of the Master Development Plan. The project is currently under review by the Development Review Committee. Work is expected to include site preparation, grading, underground utilities, building construction, and final landscaping. Contractors, suppliers, and service providers in site preparation, concrete, framing, electrical, plumbing, HVAC, roofing, and landscaping could find opportunities. Engaging early, before final plans and permits are set, offers the best chance to compete for this upcoming work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
1315 Jack Junction Road
Applicant:
Ridge 429 Owner LLC

2. CSP-26-15 - Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 - Construction Site Plan (CSP), (2nd Submittal)

A construction site plan for Logistics 429 at Apopka Ridge is under review. This project proposes the construction of Buildings 400, 500, and 600. The location is 1315 Jack Junction Road. This is part of the second submittal for the project. The work would involve site clearing and grading, followed by underground utility installation. It would then move to vertical construction, including framing, roofing, and the installation of mechanical, electrical, and plumbing systems. The final phases would include interior finishes and exterior landscaping. Local contractors, suppliers, and service providers can get involved early in this planned development. Reaching out now, before bids and permits are finalized, offers an advantage in securing future work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
1315 Jack Junction Road
Applicant:
Ridge 429 Owner LLC

2. MDP-26-4 - Southern Tire Mart - Major Development Plan (MDP), (1st Submittal)

Southern Tire Mart is proposing to construct a new 45,000 square foot tire mart facility at 1291 South Orange Blossom Trail. The owner is Duff Real Estate LLC, and Kimley-Horn and Associates Inc. is the applicant. This Major Development Plan (MDP) is currently under review as a first submittal. The project is expected to involve site clearing and grading, followed by underground utility work, concrete and paving for the facility and parking areas. Construction will then move to vertical framing, roofing, and interior finishes, including electrical, plumbing, and HVAC systems. Finally, landscaping and exterior work will complete the project. Local contractors, trades, suppliers, and service providers should consider reaching out to the applicant or project manager early in this review process. Engaging before final site plans, bids, and permits are settled offers the best opportunity to compete for work on this planned development.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
1291 South Orange Blossom Trail
Applicant:
Duff Real Estate LLC

2. MDP-26-4 - Southern Tire Mart - Major Development Plan (MDP), (1st Submittal)

A Major Development Plan (MDP) is under review for a property located at 1291 South Orange Blossom Trail. The plan proposes the construction of a 45,000 square foot tire mart facility. This project is currently in its first submittal phase, indicating it is early in the public review process. The work would likely involve site preparation, construction of the building structure, and installation of related utilities and finishes. Local contractors, suppliers, and service providers are encouraged to engage early, as this project is planned but not yet approved, offering an opportunity to connect before bids and permits are finalized.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
1291 South Orange Blossom Trail
Applicant:
Duff Real Estate LLC

2. PL-25-10 - Ridgebrook Plat - Plat Application (PL), (3rd Submittal)

A plat application for Ridgebrook is under review by the City of Apopka's Development Review Committee. This project proposes the development of 86 single-family homes on three parcels located at 2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road, and 2244 Sorrento Avenue. The application is a third submittal, indicating it is in the early stages of the public review process. If approved, this development would involve site clearing and grading, installation of underground utilities and stormwater systems, road construction and paving, and the vertical construction of homes. Contractors, suppliers, and service providers in site preparation, utility work, concrete, framing, electrical, plumbing, HVAC, roofing, and landscaping could find opportunities. Engaging with the project early, before final plans and permits are issued, offers the best chance to compete for work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
2404 Plymouth Sorrento Road
Applicant:
TPG AG EHC III (LEN) Multi State 5 LLC

2. PL-25-10 - Ridgebrook Plat - Plat Application (PL), (3rd Submittal)

A plat application for Ridgebrook is currently under review by the City of Apopka's Development Review Committee. This project proposes the development of 86 single-family homes on three parcels located at 2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road, and 2244 Sorrento Avenue. The project is in its third submittal phase, indicating it is in the early stages of the planning process. If approved, this development would likely involve site clearing and grading, followed by underground utility work, road and driveway construction, and eventually the framing, finishing, and landscaping for the new homes. Local contractors, suppliers, and service providers are encouraged to engage with the applicant and project manager early in this review process. Understanding the project's scope before final site plans, bids, and permits are issued can provide a competitive advantage for securing future work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
2404 Plymouth Sorrento Road
Applicant:
TPG AG EHC III (LEN) Multi State 5 LLC

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 is reviewing plans for Wolf Lake Ranch Phase 2, which involves modifications to existing lift stations and related utility work. This project requires contractors to adhere strictly to contract construction plans and technical specifications, including all applicable codes and regulations. Work will involve excavating and connecting to existing buried utility lines, furnishing and installing new piping, and ensuring proper water quality management to prevent direct discharge to downstream waters. Contractors will also be responsible for site cleanup and providing as-built plans before final inspection. This project is currently under review, offering an early opportunity for general contractors, utility contractors, site prep and grading services, and suppliers of construction materials and equipment to engage before bids and permits are finalized. Early involvement can provide a competitive advantage as the project progresses through its planning stages.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
Wolf Lake Ranch Phase 2
Applicant:
City of Apopka

3. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE #8 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATETHE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (ie. STAGGERED

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

3. ALL ROCK FINISHING SHALL BE BOARDED TO THE ACCEPTANCE OF THE ENGINEER PRIOR TO TACK.

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

3. CSP-25-37 - Wyld Oaks Lot 7 Access Roads - Construction Site Plan (CPS), (3rd Submittal)

A construction site plan is under review for Wyld Oaks Lot 7 Access Roads. Kelly Park VB Development LLC is the owner, and Kimley-Horn and Associates Inc, represented by Mackenzie Cerjan, is the applicant. This project proposes approximately 900 linear feet of access roads to support a section of Lot 7 within The Wyld Oaks Plat. The development is currently planned and undergoing review by the City of Apopka's Development Review Committee. This project would involve site clearing and grading, followed by the construction of underground utilities and road paving. Early engagement with the project team could provide an advantage for contractors, suppliers, and service providers interested in potential work as plans are finalized.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
West Kelly Park Road between Effie Drive and Highway 429
Applicant:
Kelly Park VB Development LLC

3. CSP-25-37 - Wyld Oaks Lot 7 Access Roads - Construction Site Plan (CPS), (3rd Submittal)

A construction site plan review is planned for Wyld Oaks Lot 7 Access Roads, located on West Kelly Park Road between Effie Drive and Highway 429. Kelly Park VB Development LLC is the owner, with Kimley-Horn and Associates Inc. acting as the applicant. This project proposes the development of approximately 900 linear feet of access roads to support a section of Lot 7 within The Wyld Oaks Plat. The item is currently under review by the Development Review Committee. This project would involve initial site clearing and grading, followed by the construction of underground utilities and stormwater systems. Road paving and final landscaping would likely be subsequent phases. Local contractors, suppliers, and service providers in site preparation, concrete, paving, and utility work could find opportunities. Reaching out to the applicant or project manager early, before final plans and permits are issued, offers the best chance to compete for this upcoming work.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item
Address:
West Kelly Park Road between Effie Drive and Highway 429
Applicant:
Kelly Park VB Development LLC

4. ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES 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

4. CONTRACTOR SHALL INSPECT AND MAINTAIN ON A DAILY BASIS ALL EROSION/SEDIMENTATION STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL

This agenda item concerns planned construction activities that will require significant site preparation and utility work. The project involves managing erosion and sedimentation through barriers like hay bales or siltation curtains, and stabilizing affected areas. It also requires the removal of deleterious subsurface materials such as muck and peat, backfilling with approved materials, and proper disposal of all existing debris and waste off-site according to environmental guidelines. Additionally, the project includes the installation of a reclaimed water main, which must be separated from potable water mains and treated similarly to a sanitary sewer regarding joint staggering and separation requirements. This early stage in the planning process presents an opportunity for contractors specializing in site preparation, erosion control, utility installation, and waste disposal. Engaging now allows businesses to understand the project's scope and prepare for future bidding and permitting phases.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

4. TESTING AND COORDINATING PAPERWORK/REPORTS/FEES, ETC. FOR SEWER CERTIFICATION SHALL BE CONTRACTORS RESPONSIBILITY.5. RECORD DRAWINGS SHALL BE SUBMITTED BY FL. REG. SURVEYOR TO THE ACCEPTANCE OF GOVERNING AGENCIES.

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

4. TESTING AND COORDINATING PAPERWORK/REPORTS/FEES, ETC. FOR WATER CERTIFICATION SHALL BE CONTRACTORS RESPONSIBILITY.5. RECORD DRAWINGS SHALL BE SUBMITTED BY FL. REG. SURVEYOR TO THE ACCEPTANCE OF GOVERNING AGENCIES.

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

4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING

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

5. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER.

This item concerns proposed water main installations for a project in the City of Apopka, Orange County. The specifications require a minimum of 36 inches of cover for all water mains. Installation, testing, and field inspections must follow AWWA standards. The project involves installing PVC water main piping, with specific requirements for diameters less than 4 inches (Schedule 40, ASTM SDR 21, Pressure 14) and diameters from 4 to 12 inches (AWWA C900, DR 18, Pressure 150 PSI). An off-site contractor must verify requirements before constructing the fire protection system. This item is currently under review. The work will involve underground utility installation, including trenching, pipe laying, and connection, followed by testing and inspection. Contractors specializing in underground utilities, civil engineering, and site preparation could find opportunities. Engaging early allows businesses to understand project needs before final bids and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

6. ALL GRAVITY SEWERS MUST BE SDR 35 PVC OR DIP CLASS 54 PIPE, EXCEPT FOR PIPE DEEPER5. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON PLANS. THAN 10 FEET, IN WHICH CASE SDR 26 PIPE SHALL BE USED. ELASTOMERIC GASKET JOINTS7. ALL ON-SITE PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4"

This item concerns proposed standards for gravity sewers, sanitary sewer mains, laterals, and force mains. It specifies materials like SDR 35 PVC, DIP Class 54 pipe, and SDR 26 pipe for deeper installations. Requirements include minimum cover depths, pipe diameters, and specific grades for mains and service connections. Ductile iron pipe must meet AWWA C151 standards with specific coatings and linings. Sanitary manholes will be spaced no more than 400 feet apart. This item is currently under review by the Development Review Committee. The project will involve site preparation, underground utility work for sewer systems, and potentially road work. Contractors specializing in underground utilities, pipe supply, and site preparation could find opportunities. Early engagement is advised before final plans and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

6. ALL SERVICE UNDER EXISTING OR PROPOSED PAVEMENT SHALL BE INSTALLED IN A MINIMUM 2" PVC SLEEVE.

The City of Apopka's Design Engineering Division is reviewing plans for utility details related to the Wolf Lake Ranch Phase 2 project. This project involves installing new pipes and services, including wet taps for existing pipes, requiring a minimum 2-inch PVC sleeve for all services under pavement. The work will include site clearing and grading, underground utility installation, and potentially road and driveway work. This item is currently under review, indicating an early stage in the project lifecycle. Contractors specializing in underground utilities, site preparation, concrete, and paving may find opportunities. Reaching out to the City of Apopka's Design Engineering Division or Kimley-Horn and Associates, Inc. early in the process can provide valuable insights before formal bidding and permitting.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING/PAPERWORK/REPORTS, FEES, ETC. FOR TELE/DATA/POWERAS REQUIRED BY UTILITY COMPANIES.

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

6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND REQUIREMENTS.

This item concerns a planned construction project involving precast concrete pads and associated electrical facilities. The contractor will be responsible for submitting shop drawings and arranging for the field location of buried utilities. Work will include removing or capping existing services as needed. The project is currently under review by the City of Apopka's Development Review Committee. This early stage means potential opportunities for contractors and suppliers. The scope of work is expected to involve site preparation, utility work, concrete installation, and electrical system setup. Businesses specializing in site clearing, grading, concrete, electrical work, and utility services may find opportunities. Engaging early allows businesses to understand project needs before formal bidding and permitting processes begin.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

6. THE PROPOSED EROSION CONTROL BARRIERS MUST BE REMOVED FOLLOWING SOIL STABILIZATION.

This civic agenda item concerns notes for a construction project in Apopka, Florida, related to paving, grading, erosion control, and sanitary systems. The project requires contractors to manage soil stabilization, remove erosion control barriers after stabilization, and coordinate with owners regarding tree preservation and pavement elevations. Work will involve preparing the site according to soil reports, placing and compacting fill and embankment materials, and dewatering excavations as needed. The contractor must also protect excavations from collapse and acquire permits for removing deleterious material. Erosion control measures, including siltation control barriers, must meet specified requirements, and turbid water discharge off-site must be limited. This item is currently under review, indicating an early stage in the project process. The scope of work includes site preparation, grading, underground utility installation, paving, and implementing erosion and sediment control measures. Businesses specializing in site prep, grading, concrete, plumbing, electrical, and general contracting may find opportunities. Engaging early before final bids and permits are issued offers a strategic advantage.

Board:
Development Review Committee Meeting
Date:
2026-06-17
Type:
Agenda_item

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