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NewBiz Alert

Development Review Committee Meeting: mayo de 2026

City of Apopka

1. CSP-26-21 - Chandler Row CSP Amendment - Construction Site Plan (CSP), (1st Submittal)

A Construction Site Plan (CSP) amendment is under review for 4648 Chandler Road in Apopka. The proposal involves developing 240 attached single-family townhomes. This project is in the early stages of the public review process, with a first submittal to the Development Review Committee. The work will likely involve site clearing and grading, installation of underground utilities and stormwater systems, paving for roads and parking areas, and final landscaping. Contractors, suppliers, and service providers in site preparation, utility work, paving, and building trades should consider reaching out to the applicant and project team early to understand the project scope and potential opportunities before bids and permits are finalized.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
4648 Chandler Road
Applicant:
MRP HNHB LLC
Verify at the official source

1. CSP-26-21 - Chandler Row CSP Amendment - Construction Site Plan (CSP), (1st Submittal)

A construction site plan amendment for Chandler Row is under review. The proposal is for 240 attached single-family townhomes at 4648 Chandler Road. This project is in its first submittal phase, meaning it is early in the planning process. The development would likely involve site clearing and grading, followed by underground utility work, paving, framing, and finish trades. Contractors, suppliers, and service providers should consider reaching out to the applicant or project manager now, before detailed plans and bids are finalized, to understand potential opportunities.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
4648 Chandler Road
Applicant:
MRP HNHB LLC
Verify at the official source

1. E-26-5 Apopka Juneteenth Parade - Beginning at 519 South Central Avenue and Ending at 225 M A Board Street

This item concerns the Apopka Juneteenth Parade, planned for June 20th, 2026, from 2:00 PM to 7:00 PM. The parade will start at 519 South Central Avenue and conclude at 225 M A Board Street. The proposed use is a parade, procession, or march. This event is currently under review by the Development Review Committee. The scope of work involves event planning, traffic management, and public safety coordination along the specified route. This early stage presents an opportunity for local businesses specializing in event services, traffic control, and potentially temporary infrastructure or sanitation services to engage with the organizers. Reaching out now, before final plans and permits are set, allows businesses to offer their services and potentially secure contracts.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
519 South Central Avenue
Applicant:
Transform Outreach Inc
Verify at the official source

1. E-26-5 Apopka Juneteenth Parade - Beginning at 519 South Central Avenue and Ending at 225 M A Board Street

A parade event is planned for June 20th, 2026, from 2:00 PM to 7:00 PM. The event, named the Apopka Juneteenth Parade, is proposed by Keyomi Jones, with Transform Outreach Inc. listed as the owner. The parade will start at 519 South Central Avenue and conclude at 225 M A Board Street, following a specific route through the city. This event is currently under review by the Development Review Committee. The scope of work involves temporary street closures, traffic management, and public safety coordination along the parade route. This early stage in the review process presents an opportunity for local businesses to engage. Service providers such as event planners, security personnel, traffic control specialists, and potentially suppliers for event materials could find opportunities by connecting with the organizers before final plans are set.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
519 South Central Avenue
Applicant:
Transform Outreach Inc
Verify at the official source

1. MDP-26-3 - Revised Cold Link Apopka MDP - Major Development Plan (MDP), 1st Submittal

A Major Development Plan (MDP) for a new 168,180 square foot building is currently under review. This project, known as Revised Cold Link Apopka MDP, is proposed by MG88 Central Florida Cold Storage II LLC and is located at 2560 W Orange Blossom Trail. The plan involves a subdivision of the property. The review process is in its early stages, with the first submittal for the Major Development Plan. If approved, this project would likely involve site clearing and grading, followed by underground utility work, construction of the building's foundation and structure, and then mechanical, electrical, and plumbing systems. Finally, interior and exterior finishes and landscaping would be completed. Local contractors, trades, suppliers, and service providers should consider reaching out to the applicant or project manager early in this review process. Engaging now, before final site plans, bids, and permits are issued, offers the best opportunity to compete for upcoming work.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
2560 W Orange Blossom Trail
Applicant:
MG88 Central Florida Cold Storage II LLC
Verify at the official source

1. MDP-26-3 - Revised Cold Link Apopka MDP - Major Development Plan (MDP), 1st Submittal

A Major Development Plan (MDP) for a new 168,180 square foot building is currently under review. This project is proposed by MG88 Central Florida Cold Storage II LLC, with Kimley-Horn acting as the applicant. The location is 2560 W Orange Blossom Trail. The plan is in its first submittal stage with the Development Review Committee. This project will likely involve site clearing and grading, followed by underground utility work, foundation and structural construction, and then mechanical and finish trades. Early engagement with project representatives 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:
2026-05-27
Type:
Agenda_item
Address:
2560 W Orange Blossom Trail
Applicant:
MG88 Central Florida Cold Storage II LLC
Verify at the official source

1. PL-25-8 - Eden Crest Phase 2 - Plat Application (PL), (2nd Submittal)

A plat application for Eden Crest Phase 2 is currently under review by the City of Apopka's Development Review Committee. This project proposes a new 1115 lot subdivision located at multiple addresses along Johns Road and S Binion Road. The application is a second submittal, indicating it is in the early stages of the planning process. This development would likely involve extensive site clearing and grading, followed by underground utility installation, road and driveway construction, and final landscaping. Local contractors, suppliers, and service providers should consider reaching out to the applicant and project manager early in the process, before final site plans, bids, and permits are established, to explore potential opportunities.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
2022 Johns Rd
Applicant:
Apopka Project I LLC
Verify at the official source

1. PL-25-8 - Eden Crest Phase 2 - Plat Application (PL), (2nd Submittal)

A plat application for Eden Crest Phase 2 is currently under review by the City of Apopka's Development Review Committee. This project, submitted by Appian Engineering LLC on behalf of Apopka Project I LLC, proposes a new 1115-lot subdivision. The development is planned for multiple parcels along Johns Road and S Binion Road. As this is a plat application and major development plan, the initial stages would likely involve site clearing, grading, and underground utility work. Subsequent phases would include road construction, foundation work, framing, and the installation of mechanical, electrical, and plumbing systems, followed by finishing trades and landscaping. Local contractors, suppliers, and service providers are encouraged to engage early, before final site plans, bids, and permits are issued, to understand the project's scope and potential opportunities.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
2022 Johns Rd
Applicant:
Apopka Project I LLC
Verify at the official source

1. WASHOUT AREA TO CONTAIN A MINIMUM OF 3 CY (IE 9' BY 9' BY 1' DEEP).2. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN ITACCUMULATES TO 2/3 OF WET STORAGE CAPACITY.3. CONCRETE WASHOUT AREA TO BE REPAIRED AND/OR ENLARGED ASNECESSARY TO MAINTAIN CAPACITY.4. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REQUIRING CONCRETEWASHOUT, REMOVE WASHOUT AND RESTORE THE AREA TO FINISH GRADE.5

A project is under review that involves the development of land located near U.S. Highway No. 441 (State Road No. 500) and Mayflower Avenue. The project includes site clearing and grading, installation of underground utilities, and paving of roads and other surfaces. It also involves the construction of drainage systems, including a retention pond, and the management of stormwater. The current status is under review by the Development Review Committee. This project presents opportunities for contractors and suppliers involved in site preparation, utility work, concrete and paving, landscaping, and general construction. Early engagement is advised as plans and permits are still being finalized.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_item
Address:
U.S. Highway No. 441 (State Road No. 500)
Verify at the official source

DRC Agenda 05/27/2026

[519 South Central Avenue to 225 M A Board Street; case E-26-5] Special Event: E-26-5 Apopka Juneteenth Parade. The parade begins at 519 South Central Avenue and ends at 225 M A Board Street on June 20th, 2026, from 2:00 PM to 7:00 PM. Owner is Transform Outreach Inc, and applicant is Keyomi Jones. The route involves specific turns on Central Avenue, 10th Street, Marvin Zanders, and M A Board Street. [2022 Johns Rd, 2150 Johns Road, 2158 Johns Road, 2156 Johns Road, 2166 Johns Road, 2182 Johns Road, Johns Road, 885 S Binion Road, 701 S Binion Road, 875 S Binion Road; case PL-25-8] Plat Application: PL-25-8 Eden Crest Phase 2. This is the second submittal for a plat application. Owner is Apopka Project I LLC, and applicant is Appian Engineering LLC - Ovidio Sanchez. The location includes multiple addresses on Johns Road and S Binion Road. The proposed use is a 1115 lot subdivision. [2560 W Orange Blossom Trail; case MDP-26-3] Major Development Plan: MDP-26-3 Revised Cold Link Apopka MDP. This is the first submittal for a revised Major Development Plan. Owner is MG88 Central Florida Cold Storage II LLC, and applicant is Kimley-Horn - Joshua Enot. The location is 2560 W Orange Blossom Trail. The proposed use is to construct a 168,180 sq ft building. [4648 Chandler Road; case CSP-26-21] Construction Site Plan Amendment: CSP-26-21 Chandler Row CSP Amendment. This is the first submittal for a Construction Site Plan amendment. Owner is MRP HNHB LLC, and applicant is Kiley-Horn and Associates Inc. - Brian Ashby. The location is 4648 Chandler Road. The proposed use is for 240 Unit Attached Single Family (townhomes).

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda
Address:
519 South Central Avenue to 225 M A Board Street
Applicant:
Keyomi Jones
Verify at the official source

DRC Agenda Packet 05/27/2026

[Beginning at 519 South Central Avenue and Ending at 225 M A Board Street; case E-26-5] A parade/procession is planned to begin at 519 South Central Avenue and end at 225 M A Board Street on June 20th, 2026, from 2:00 PM to 7:00 PM. The owner is Transform Outreach Inc, and the applicant is Keyomi Jones. [2022 Johns Rd, 2150 Johns Road, 2158 Johns Road, 2156 Johns Road, 2166 Johns Road, 2182 Johns Road, Johns Road, 885 S Binion Road, 701 S Binion Road, 875 S Binion Road; case PL-25-8] Eden Crest Phase 2 is a plat application for a 1115 lot subdivision. The owner is Apopka Project I LLC, and the applicant is Appian Engineering LLC - Ovidio Sanchez. The location includes multiple addresses on Johns Road and S Binion Road. [2560 W Orange Blossom Trail; case MDP-26-3] Revised Cold Link Apopka MDP proposes the construction of a 168,180 sq ft building. The owner is MG88 Central Florida Cold Storage II LLC, and the applicant is Kimley-Horn - Joshua Enot. The location is 2560 W Orange Blossom Trail. The project involves rezoning two parcels once annexed into the City of Apopka. [4648 Chandler Road; case CSP-26-21] Chandler Row CSP Amendment proposes a 240 Unit Attached Single Family (townhomes) development. The owner is MRP HNHB LLC, and the applicant is Kiley-Horn and Associates Inc. - Brian Ashby. The location is 4648 Chandler Road.

Board:
Development Review Committee Meeting
Date:
2026-05-27
Type:
Agenda_packet
Address:
Beginning at 519 South Central Avenue and Ending at 225 M A Board Street
Applicant:
Keyomi Jones
Verify at the official source

1. CSP-26-18 - Lester Oaks - Construction Site Plan (CSP), 1st Submittal

A new 7-lot single-family residential subdivision is being proposed at 550 West Lester Road. This project, known as Lester Oaks, is currently in its first submittal phase for a Construction Site Plan (CSP). The proposal involves developing a new subdivision on the property. This early stage means that site clearing and grading, underground utility work, and road construction will be among the initial phases. Following this, framing, roofing, and interior trades will be needed, along with final landscaping. Local contractors, suppliers, and service providers have an opportunity to engage now, before final site plans, bids, and permits are established, to potentially secure work on this developing project.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_item
Address:
550 West Lester Road
Applicant:
Christopher Williams
Verify at the official source

1. CSP-26-18 - Lester Oaks - Construction Site Plan (CSP), 1st Submittal

A 7-lot single-family residential subdivision is planned for 550 West Lester Road. The owner is Christopher Williams, and Faber Engineering, represented by Tom Faber, is the applicant. 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 project will involve site clearing and grading, followed by underground utility work and road construction. Subsequent phases will include vertical framing, mechanical and finish trades, and final landscaping. Local contractors, suppliers, and service providers can explore opportunities by engaging early, before site plans, bids, and permits are finalized, to understand the project's scope and potential needs.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_item
Address:
550 West Lester Road
Applicant:
Christopher Williams
Verify at the official source

1. SPX-26-1 - Carolina Textiles - Special Exception (SPX), 1st Submittal

The City of Apopka's Development Review Committee is considering a Special Exception request for Carolina Textiles. This project, located at PID: 09-21-28-0868-04-013, is proposed by Beaufort Design Build, with Carter Land Development LLC as the owner. The plan involves a change in land use to allow for outdoor storage and overnight parking. This item is currently under review as a first submittal, indicating an early stage in the planning process. The project would likely involve site preparation, grading, and potentially utility work, followed by the development of outdoor storage and parking areas. Contractors specializing in site work, grading, paving, and potentially fencing or lighting could find opportunities. Engaging with the applicant and project manager early could provide insight into upcoming needs before formal bids and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_item
Address:
PID: 09-21-28-0868-04-013
Applicant:
Beaufort Design Build
Verify at the official source

1. SPX-26-1 - Carolina Textiles - Special Exception (SPX), 1st Submittal

A special exception application is under review for a property located at PID: 09-21-28-0868-04-013. The applicant, Beaufort Design Build, represented by Adam Biery, is proposing to use the site for outdoor storage and overnight parking. This project is currently in the initial submittal phase and is being reviewed by the Development Review Committee. If approved, the project would involve site preparation, potentially including grading and utility work, followed by the development of an outdoor storage and parking area. This early stage presents an opportunity for contractors, suppliers, and service providers to engage with the applicant and project manager, Jun Sohn, Ph.D., before detailed site plans, bids, and permits are finalized. Early involvement can provide a competitive advantage for businesses specializing in site preparation, concrete, paving, and related services.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_item
Address:
PID: 09-21-28-0868-04-013
Applicant:
Carter Land Development LLC
Verify at the official source

2. CSP-26-20 - 1920 Sheeler Park - Construction Site Plan (CSP), 1st Submittal

A 109-lot subdivision is planned for 1920 Sheeler Avenue. The project, proposed by Pape-Dawson Consulting Engineers, is currently under review by the Development Review Committee. This development will involve extensive site clearing and grading, followed by the installation of underground utilities, including water, sewer, and stormwater systems. Road and driveway construction, including paving, will be necessary to serve the new lots. The project will also include the vertical construction of homes, requiring framing, roofing, electrical, plumbing, and HVAC work, along with interior and exterior finishes. Final landscaping will complete the development. Local contractors, trades, suppliers, and service providers should engage early to understand the project's scope and potential needs before bid processes begin.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_item
Address:
1920 Sheeler Avenue
Applicant:
Marvin Reid
Verify at the official source

2. CSP-26-20 - 1920 Sheeler Park - Construction Site Plan (CSP), 1st Submittal

A 109-lot subdivision is planned for 1920 Sheeler Avenue. Marvin Reid and Susan Reid are the owners, with Pape-Dawson Consulting Engineers, represented by Marc D Stehli PE, serving as the applicant. This project is currently under review as a Construction Site Plan (CSP), with its first submittal. The development would likely involve initial site clearing and grading, followed by underground utility work and road construction. Subsequent phases would include vertical construction for homes, and final landscaping. Local contractors, trades, suppliers, and service providers should consider reaching out to the applicant early, before site plans, bids, and permits are finalized, to explore potential opportunities in this planned residential development.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_item
Address:
1920 Sheeler Park
Applicant:
Marvin Reid
Verify at the official source

DRC Agenda 05/20/2026

The Apopka Development Review Committee agenda for May 20, 2026, includes two Construction Site Plan (CSP) submittals. CSP-26-18, Lester Oaks, proposes a 7-lot single-family residential subdivision at 550 West Lester Road, with Christopher Williams as owner and Faber Engineering (Tom Faber) as applicant. CSP-26-20, 1920 Sheeler Park, plans a 109-lot subdivision at 1920 Sheeler Avenue, with Marvin and Susan Reid as owners and Pape-Dawson Consulting Engineers (Marc D Stehli PE) as applicant. A Special Exception (SPX) for Carolina Textiles (SPX-26-1) is also listed, proposing outdoor storage/overnight parking, with Carter Land Development LLC as owner and Beaufort Design Build (Adam Biery) as applicant, located at PID: 09-21-28-0868-04-013. No public comment or stakeholder sentiment is detailed in this agenda excerpt.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda
Address:
550 West Lester Road, 1920 Sheeler Avenue
Applicant:
Beaufort Design Build - Adam Biery, Faber Engineering - Tom Faber, Pape-Dawson Consulting Engineers - Marc D Stehli PE
Verify at the official source

DRC Agenda Packet 05/20/2026

[SOUTH BRADSHAW ROAD, APOPKA, FLORIDA 32703; 550 West Lester Road, Apopka, FL; 1920 Sheeler Avenue, Apopka, FL; case SPX-26-1; CSP-26-18; CSP-26-20] The Apopka Development Review Committee agenda for May 20, 2026, includes three items: a Special Exception for Carolina Textiles, a Construction Site Plan for Lester Oaks, and a Construction Site Plan for 1920 Sheeler Park. The Carolina Textiles project proposes outdoor storage/overnight parking on parcel PID: 09-21-28-0868-04-013, with Carter Land Development LLC as owner and Beaufort Design Build as applicant. The Lester Oaks project, located at 550 West Lester Road, involves a 7-lot single-family residential subdivision, with Christopher Williams as owner and Faber Engineering as applicant. The 1920 Sheeler Park project, located at 1920 Sheeler Avenue, proposes a 109-lot subdivision, with Marvin Reid and Susan Reid as owners and Pape-Dawson Consulting Engineers as applicant. This document contains construction notes and specifications for a development project. It details requirements for contractors regarding site work, utilities (water, sewer, reclaimed water), drainage, grading, paving, and compliance with various regulations and standards. Specific details include pipe materials, installation methods, testing procedures, and as-built drawing requirements. The project is located in the City of Apopka, Florida. No specific project applicant, case number, or decision is mentioned in this portion of the document, but it outlines the technical and procedural requirements for construction. [1920 Sheeler Ave] This document details the erosion control, grading, drainage, and utility plans for the Sheeler Park project in Apopka, Florida. It outlines requirements for silt fences, stormwater management, road construction, and utility connections. The project involves extensive site work, including grading, stormwater infrastructure, and utility installation (water, reclaimed water, sanitary sewer, and force main). Specific details on pavement sections, lot grading, and drainage calculations are provided. The total disturbed area is 40.32 acres. The project is located at 1920 Sheeler Ave, Apopka, FL. [Wheeler Park, Apopka, FL] This document contains detailed engineering plans for utility infrastructure, including water distribution, reclaimed water distribution, sanitary sewer, and stormwater systems, within the Wheeler Park development in Apopka, Florida. The plans specify pipe sizes, lengths, slopes, locations of valves, hydrants, manholes, and easements. Specific details are provided for the installation and connection of various utility lines along Street A, Street B, Panical Drive, and Perlite Place. The project involves extensive underground utility work, including water mains, reclaim water mains, sanitary sewer lines, and stormwater pipes, with associated appurtenances like gate valves, tees, and fire hydrants. The plans also detail easements for drainage and utilities, as well as open space and buffer tracts.

Board:
Development Review Committee Meeting
Date:
2026-05-20
Type:
Agenda_packet
Address:
SOUTH BRADSHAW ROAD, APOPKA, FLORIDA 32703; 550 West Lester Road, Apopka, FL; 1920 Sheeler Avenue, Apopka, FL
Applicant:
Beaufort Design Build - Adam Biery; Faber Engineering - Tom Faber; Pape-Dawson Consulting Engineers - Marc D Stehli PE; KB Home Orlando, LLC
Verify at the official source

1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN.2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BEPRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN.3. WHEN PRACTICABLE, INSTALL HIGH VISIBILITY 3 FEET OUTSIDE OF THE DRIP LINE OF THE TREE.4. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS.5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION; ANY CHANGE OF THEPROTECTIVE FENCING MUST BE APPROVED.

This item concerns requirements for protecting sensitive areas and trees during construction. It outlines specific methods for installing high-visibility fencing around trees and sensitive zones. The plans detail fence types, post spacing, and material requirements, including filter fabric for silt fences. This is a planned item under review by the Development Review Committee. The project will involve site preparation and protection measures, including the installation and maintenance of protective fencing throughout all construction phases. Contractors specializing in site preparation, grading, and erosion control could find opportunities. Early engagement is advised before final plans and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

1. CONSTRUCT TYPE "C" & "E" INLETS PER FDOT INDEX #425-052.

This notice concerns planned drainage improvements involving the construction of Type "C" and "E" inlets, as well as French drains. Specific details include using U.S. Foundry grate material and drainfield rock that is no. 4 coarse aggregate. Trench backfill and pipe bedding will be installed according to standard details, with road base material over ditches requiring specific thickness and composition. Pavement restoration will match existing grades, and in some cases, entire roadway sections may need to be reconstructed if longitudinal cuts exceed 50% of the width. This item is currently under review by the Development Review Committee. The project will involve site clearing and grading, underground utility work for drainage systems, trench restoration, and paving. Contractors specializing in site prep, grading, concrete, underground utilities, and paving may find opportunities. Reaching out early, before bids and permits are finalized, offers the best chance to compete for this work.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
Haas Road
Verify at the official source

1. CSP-26-17 - Pave A Lot Asphalt Maintenance Inc - Construction Site Plan (CSP), 1st Submittal

A Construction Site Plan (CSP) application, identified as CSP-26-17, has been submitted for review. The project is proposed for 951 South Highland Avenue and involves site storage, including grading, drainage, and ground cover. This item is currently in its first submittal stage with the Development Review Committee, indicating it is under review. The project is expected to involve site clearing and grading, followed by underground utility and drainage work, and finally ground cover installation. Local contractors, trades, suppliers, and service providers should consider reaching out to the applicant or project manager early in this review process. Engaging before site plans, bids, and permits are finalized offers an advantage in securing potential work related to this development.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
951 South Highland Avenue
Applicant:
Pave A Lot Asphalt Maintenance Inc
Verify at the official source

1. CSP-26-17 - Pave A Lot Asphalt Maintenance Inc - Construction Site Plan (CSP), 1st Submittal

A Construction Site Plan (CSP) has been submitted for review regarding property at 951 South Highland Avenue. The owner is Pave A Lot Asphalt Maintenance Inc, and the applicant is Sunstate Plans LLC, with Juan Rivera listed. This project proposes site storage, which will involve grading, drainage work, and ground cover installation. The item is currently in its first submittal stage with the Development Review Committee, indicating it is under review. This project is expected to require site clearing and grading, followed by underground utility and drainage work, and finally ground cover installation. Local contractors, suppliers, and service providers in site preparation, grading, drainage, and landscaping could find opportunities by engaging early, before final plans and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
951 South Highland Avenue
Applicant:
Pave A Lot Asphalt Maintenance Inc
Verify at the official source

1. E-26-2 - Fathers Day: Best of the World - All In Management & More LLC - Apopka Amphitheater 3710 Jason Dwelley

A construction site plan is under review for the Apopka Amphitheater located at 3710 Jason Dwelley Parkway. The proposed use for this site is a concert or performance event. This item is currently under review by the Development Review Committee. The project would involve site preparation, potentially including grading and utility work, followed by construction related to event infrastructure. Final landscaping and finishing touches would likely be part of the project. Local contractors, suppliers, and service providers should consider reaching out to All In Management & More LLC or Jenay Davis early in the process. Engaging before final site plans, bids, and permits are settled offers an advantage for securing potential work.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
3710 Jason Dwelley Parkway
Applicant:
All In Management & More LLC
Verify at the official source

1. E-26-2 - Fathers Day: Best of the World - All In Management & More LLC - Apopka Amphitheater 3710 Jason Dwelley

A construction site plan is under review for the Apopka Amphitheater located at 3710 Jason Dwelley Parkway. The proposal, submitted by All In Management & More LLC, is for a concert/performance event called 'Fathers Day: Best of the World' scheduled for June 21, 2026. This event is currently under review by the Development Review Committee. The project would involve site preparation for the event, including setup and breakdown of temporary structures, sound systems, and vendor areas. Final landscaping and site cleanup will also be part of the event's conclusion. Local contractors, suppliers, and service providers can gain early insight into potential needs for event setup, temporary infrastructure, and site services. Reaching out to the applicant now, before final permits and event logistics are set, offers an advantage in securing future work.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
3710 Jason Dwelley Parkway
Applicant:
All In Management & More LLC
Verify at the official source

1. SITE DESCRIPTION

A new warehouse building is planned for construction, including site clearing, earthwork, paved parking, driveways, and stormwater management facilities. The project involves a sequence of major soil disturbing activities, starting with erosion and sediment control measures, followed by clearing and grubbing for stormwater areas. Next will be storm sewer and utility construction, then roadway construction with subgrade, base, and pavement. The final steps include grading, stabilization, sodding, seeding, and landscaping. This project is currently under review by the Development Review Committee. Local contractors, trades, suppliers, and service providers can benefit by engaging early, before site plans, bids, and permits are finalized, to understand the scope and potential involvement in site prep, grading, utility work, paving, building construction, and landscaping.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION.2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET.GENERAL NOTES

A project is planned to develop approximately 1.20 acres of land into a tennis and pool complex. The total site is 3.16 acres, with 2.04 acres planned for disturbance. The project will use existing drainage systems. The proposed work includes site clearing and grubbing, general excavation and grading, installation of underground utilities, and finishing grading. Erosion and sediment controls, including silt fencing and filter fabric for inlets, will be installed. Permanent stabilization will involve sodding all disturbed areas. This project is currently under review by the Development Review Committee. Local contractors, trades, suppliers, and service providers are encouraged to engage early to understand the project's scope and potential needs before final plans and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
4490 ROCK SPRINGS RD, APOPKA, FL 32712
Verify at the official source

10. MAINTENANCE

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

11. INSPECTIONS

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

12. NON-STORMWATER DISCHARGES

This item concerns a dewatering plan review for a project in the City of Apopka, Orange County. The plan must be approved by Orange County and other agencies before any dewatering can begin. If contaminated groundwater is found, regulatory agencies must be notified right away. This review process is currently planned and under consideration. The work would involve preparing for and executing dewatering operations, which could include site preparation, pumping, and managing discharged water. Contractors specializing in dewatering, environmental services, and potentially site work could find opportunities. Engaging early in the review process allows businesses to understand project needs before final plans and permits are set.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

13. RESPONSIBLE PARTIES

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

2. AREA ESTIMATES

This item concerns a proposed development project located in the City of Apopka, Orange County. The project involves a total site area of 0.57 acres, with the entire 0.57 acres planned for disturbance. The specific proposed use or zoning is not detailed in the provided information. This agenda item is currently under review by the Development Review Committee. The project is in its early stages, meaning site clearing and grading would likely be among the first phases of work. This early stage presents an opportunity for local contractors, trades, suppliers, and service providers to engage with the project. Reaching out now, before detailed site plans, bids, and permits are finalized, can provide a competitive advantage.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

2. CSP-26-19 - Gospel Church Expansion - Construction Site Plan (CSP), 1st Submittal

Go Ministry Corporation Inc is proposing an expansion to their existing facility located at 4490 Rock Springs Road. The project involves the addition of a 9,600 square foot building. This construction site plan is currently under review as a first submittal. The project is in its early stages, offering an opportunity for contractors and suppliers to engage before final plans and bids are set. Work is expected to involve site preparation, foundation and concrete, framing, roofing, and interior finishing trades, along with necessary utility connections. Local contractors, tradespeople, and material suppliers are encouraged to connect early to understand the project's scope and potential needs as it moves through the review process.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
4490 Rock Springs Road
Applicant:
Go Ministry Corporation Inc
Verify at the official source

2. CSP-26-19 - Gospel Church Expansion - Construction Site Plan (CSP), 1st Submittal

A construction site plan has been submitted for review for an expansion at Gospel Church, located at 4490 Rock Springs Road. The proposal includes adding a 9,600 square foot building to the existing property. This project is currently under review by the Development Review Committee. The work will involve site clearing and grading, installation of underground utilities, stormwater management systems, and paving. It will also include the construction of the new building's structure, mechanical systems, and finishes, followed by final landscaping. Local contractors, trades, suppliers, and service providers are encouraged to engage early, as this project is in its initial review phase, offering an opportunity to get involved before final plans and bids are set.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
4490 Rock Springs Road
Applicant:
Go Ministry Corporation Inc
Verify at the official source

3. RUNOFF DATA

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

4. SOIL DATA

This item concerns soil data for a site located in the City of Apopka, Orange County. The soils are described as very deep, well-drained, sandy soils on ridges, sometimes containing charcoal fragments. Due to the high sand content, the site has a significant potential for erosion. This means strict erosion and sediment control practices will be required for any future development. The item is currently under review by the Development Review Committee. This review stage suggests that planning for site preparation, including necessary erosion control measures, is an early consideration. Work could involve site clearing, grading, and the implementation of specialized erosion and sediment control systems. Contractors specializing in site preparation, grading, and environmental controls, as well as suppliers of related materials, may find opportunities. Engaging early in the review process allows businesses to understand project needs before formal bidding begins.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT. 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C.STORM SEWER NOTES 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS MORE STRINGENT. 2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING AFTER AS-BUILT GRADE ELEVATIONS ARE APPROVED BY THE ENGINEER. 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL BE SODDED TO AVOID EROSION. 4. THERE IS TO BE NO OFF-SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ON-SITE. COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY ADVERSEIMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR OFF-SITE. THECONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANYFILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING ANDSEDIMENTATION IN THE RECEIVING WATERS. 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE ALSO AS-BUILT REQUIREMENTS. 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION REPORT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY MANAGEMENT SYSTEM. 9. INLETS (PER F.D.O.T. ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS 425 / 430): INCLUDES THE LIST OF MATERIALS / INSTALLATION / DEWATERING STABILIZATION / AS-BUILT SURVEYING / TESTING. ALL STRUCTURES WILL REQUIRE THREE (3) COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER IS MORE STRINGENT.10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.11. HDPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS. MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE.12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE F.D.O.T. STANDARD SPECIFICATIONS.FILTER FABRIC (STORM PIPE JOINTS)THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO. 280 WITH WOVEN GEOTEXTILETYPE D-3 (FLORIDA EROSION AND SEDIMENT CONTROL MANUAL), SECURED W / STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A MINIMUM OF188 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE.DEWATERINGSTORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN WRITING BY THEUTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL PERFORM ALL DEWATERING ACTIVITY.TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE FOLLOWING METHODS: SOCK DRAINS, WELL POINTSYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED INACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THEEXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. IF THE MATERIAL ENCOUNTEREDAT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING THE SIDES OR UTILITY FOUNDATION OF THE TRENCH,SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVELBY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WILLNOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC NUISANCE OR FORMPONDING. ALL DISCHARGE SHALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS SHALL NOT CAUSE INJURY TOANY PORTION OF THE WORK COMPLETED OR IN PROGRESS OR TO THE SURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEEROF RECORD AND NECESSARY REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERINGMETHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE PRIVATE PROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCEPERMISSION FROM THE PROPERTY OWNER.CONFLICTSIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO LOCATE STRUCTURESAND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHERE ACTUAL CONFLICTS AREUNAVOIDABLE, WORK SHALL BE COORDINATED WITH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS LITTLE INTERFERENCE ASPOSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIED PRIOR TO EXCAVATIONIN THEIR VICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PROPOSED IMPROVEMENTS AT LEAST 10 DAYSPRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE PLANS.SOD 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING. 2. SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING. 4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE-FLOWING AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE CITY OR COUNTY FERTILIZER ORDINANCES IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND WARRANTY OF THE PRODUCT. 5. LIME SHALL BE DOLOMITIC LIMESTONE, AND SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF FLORIDA FERTILIZER LAW IN EFFECT ON THE DATE OF IT BEING PLACED. LIME SHALL BE APPLIED AT THE RATE OF ONE TON PER ACRE OR 45 POUNDS PER 1,000 SQ. FT. 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, AND BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A 'U' WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. 8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER.

This notice concerns planned stormwater system construction and related site work. The project involves installing and cleaning drainage systems, including pipes and inlets, with specific requirements for concrete strength and dewatering permits. All excavated material must be used on-site, and the contractor must protect existing drainage systems from siltation during construction. The work includes site preparation, grading, sodding disturbed areas, and ensuring the stormwater management system minimizes environmental impacts. Final acceptance requires cleaning all debris from drainage systems and providing certification from a Florida professional engineer. This project is currently under review and presents an early opportunity for contractors specializing in site preparation, grading, concrete work, plumbing, electrical, and landscaping. Reaching out now allows businesses to engage before final bid packages and permits are issued, offering a chance to compete for work involving underground utilities, pipe installation, concrete structures, and extensive site restoration.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

6. AREAS TO BE STABILIZED

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

7. SURFACE WATER MANAGEMENT

This item concerns surface water management for a project in the City of Apopka. The plan is to manage surface water runoff using on-site retention and detention facilities. This is part of the approved paving and drainage plans for the area. Runoff from any disturbed ground will be sent to these facilities before it is released. This project is currently under review. The work will involve site preparation, grading, and the installation of stormwater management systems. Future phases may include paving and other site improvements. Contractors specializing in site prep, grading, concrete, and underground utilities could find opportunities here. Reaching out early could provide an advantage before final plans and permits are set.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

8. EROSION AND SEDIMENT CONTROLS

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

9. STORMWATER MANAGEMENT

This item concerns stormwater management for a project in the City of Apopka, Orange County. The plan is to manage stormwater using storm sewer systems, swales, and retention or detention areas. This project is currently under review by the Development Review Committee. The work would involve the installation of underground storm sewer pipes, grading for swales, and the construction of retention or detention ponds. This early stage means contractors, suppliers, and service providers can engage now. Reaching out before final site plans, bids, and permits are set allows businesses to understand the project's needs and potentially secure future work.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. SOIL EROSION PLAN 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON-SITE SOILS WILL REMAIN ON-SITE AND WILL NOT ERODE INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE, THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. THE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES SHALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL TO AVOID FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF-SITE DISCHARGES WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. WATER QUALITY NOTES 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY AUTHORIZED BY THE PERMIT. 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT. 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THE PERMIT. 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON-SITE AND TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A PROJECT'S SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. 5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS-BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF FLORIDA AND TWO SETS OF AS-BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) THE PROFESSIONAL USES AS-BUILT DRAWINGS TO SUPPORT THE AS-BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL. 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF-SITE, THE CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. 9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS.10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. EARTHWORK AND RELATED OPERATIONS 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS F.D.O.T., CMEC OR AASHTO FOR THE TYPE OF WORK TO BE PERFORMED. 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY EARTHWORK OR RELATED OPERATION. 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. 5. IF THE EXISTING FILL IS CLASSIFIED AS A-2-4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. COMPACTION 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY. 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES.

This civic agenda item concerns planned construction activities that will require extensive site preparation and erosion control measures. The project involves scarifying areas for pipe work, backfilling and compacting trenches to specific density standards, and stabilizing drainage outfalls with sod. All disturbed areas must be restored to pre-construction conditions or better, with a focus on preventing soil erosion and maintaining water quality. The work will include site clearing, grading, underground utility installation, and final landscaping or sodding. Contractors specializing in earthwork, utility installation, and erosion control are encouraged to engage early, as detailed plans and permits are still under review. Understanding the specific requirements for soil compaction, dewatering, and water quality monitoring will be crucial for any business seeking to participate in this project.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Address:
HAAS ROAD
Verify at the official source

DRC Agenda 05/13/2026

[3710 Jason Dwelley Parkway; 951 South Highland Avenue; 4490 Rock Springs Road; case E-26-2; CSP-26-17; CSP-26-19] Apopka Development Review Committee agenda for May 13, 2026, includes a special event permit for a concert and two construction site plans for asphalt maintenance and a church expansion. The concert is proposed by All In Management & More LLC at the Apopka Amphitheater. One construction site plan is for Pave A Lot Asphalt Maintenance Inc. at 951 South Highland Avenue for site storage. The second construction site plan is for a 9,600 SF building addition at 4490 Rock Springs Road for Gospel Church Expansion.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda
Address:
3710 Jason Dwelley Parkway; 951 South Highland Avenue; 4490 Rock Springs Road
Applicant:
All In Management & More LLC (for special event); Sunstate Plans LLC - Juan Rivera (for CSP-26-17); Marci Chandler (for CSP-26-19)
Verify at the official source

DRC Agenda Packet 05/13/2026

[3710 Jason Dwelley Parkway; case E-26-2] A Fathers Day special event is proposed at the Apopka Amphitheater, 3710 Jason Dwelley Parkway, on June 21, 2026. The event is planned as a concert/performance. All In Management & More LLC is the owner and All In Management & More LLC is the applicant. The case number is E-26-2. [951 South Highland Avenue; case CSP-26-17] Pave A Lot Asphalt Maintenance Inc is seeking approval for a Construction Site Plan (CSP) at 951 South Highland Avenue. The project involves site storage, including grading, drainage, and ground cover. The owner is Pave A Lot Asphalt Maintenance Inc, and Sunstate Plans LLC (Juan Rivera) is the applicant. The site is 0.57 acres, with a proposed development area of 24,829.20 sqft. The current zoning is APK-MU-D, and the land use is 0001 - Vacant Residential. The parcel ID is 15-21-28-0000-00-106. The case number is CSP-26-17. [4490 Rock Springs Road; case CSP-26-19] Go Ministry Corporation Inc is proposing an expansion to a Gospel Church at 4490 Rock Springs Road. The project involves the addition of a 9,600 SF building. The owner is Go Ministry Corporation Inc, and Marci Chandler is the applicant. The site is 3.164 acres. The zoning is RCE-Residential Country Estate. The parcel ID is 16-20-28-0000-00-022A. The case number is CSP-26-19. [4490 ROCK SPRINGS RD, APOPKA, FL 32712] Project involves the development of approximately 1.20 acres for a tennis and pool complex, with a total site area of 3.16 acres and 2.04 acres to be disturbed. The intended use is a worship assembly, with proposed construction of a 9,600 sq ft worship center, 400 sq ft office, and 2,000 sq ft community center facility. Existing buildings include a community center (1,722 sq ft) and another community center facility (1,165 sq ft). The project requires 58 parking spaces and proposes 58, including 3 handicap spaces. The future land use is Low Density Residential (LDR) and the zoning is Residential Country Estate (RCE). Construction is anticipated to be completed by July 2025. The project requires extensive erosion and sediment control measures, including silt fencing, gravel at entrances, sweeping of paved roads, sodding of disturbed areas, and filter fabric for inlets. Utilities include potable water, reuse water, sanitary sewer, and gas. The project is located in a FEMA flood zone X.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_packet
Address:
3710 Jason Dwelley Parkway
Applicant:
All In Management & More LLC
Verify at the official source

a. General

This item concerns erosion and sediment control measures for a project in the City of Apopka, Orange County. The contractor will be responsible for installing, inspecting, maintaining, and documenting these controls. This work must follow guidelines from the Florida Department of Environmental Protection, Orange County, and the Florida Stormwater, Erosion, and Sedimentation Control Inspector’s Manual. Inspections of disturbed areas are required at least weekly and within 24 hours after a rainfall of 0.5 inches or more. This is an early stage of the public process, indicating planned work. The project will involve site clearing and grading, stormwater management, and ongoing maintenance. Local contractors, suppliers, and service providers in site preparation, grading, and environmental compliance could find opportunities. Reaching out now, before detailed site plans and permits are finalized, offers an advantage to understand project needs.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

b. Structural Controls

This item concerns structural controls for a development project in the City of Apopka. The project requires stabilized construction entrances to be put in place before any land is disturbed. Type III silt fence will be installed around the site's edges and as detailed in the project plans. Protection for storm drain inlets that receive runoff from disturbed areas is also required. Turbidity barriers will be installed where needed to protect nearby water bodies. This item is currently under review by the Development Review Committee. The work will involve site preparation and erosion control measures, likely in phases starting with entrance and perimeter fencing, followed by inlet and turbidity barrier installation. Contractors specializing in site prep, grading, erosion control, and related trades could find opportunities. Early engagement is advised before final plans and permits are issued.

Board:
Development Review Committee Meeting
Date:
2026-05-13
Type:
Agenda_item
Verify at the official source

c. Temporary Stabilization

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

d. Permanent Stabilization

Development Review Committee Meeting listed this item on its agenda for 2026-05-13 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:
2026-05-13
Type:
Agenda_item
Verify at the official source

1. ALL CONCRETE CONSTRUCTION WORKMANSHIP AND MATERIAL SHALL

Development Review Committee Meeting listed this item on its agenda for 2026-05-06 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:
2026-05-06
Type:
Agenda_item
Verify at the official source

1. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO

Development Review Committee Meeting listed this item on its agenda for 2026-05-06 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:
2026-05-06
Type:
Agenda_item
Verify at the official source

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