DRC Agenda Packet 06/17/2026
Development Review Committee Meeting · 2026-06-17 · agenda_packet
[2864 Dowman Drive; case FLU-26-4] Future Land Use Amendment (FLU-26-4) for three parcels totaling approximately 4.85 acres at 2864 Dowman Drive, with LMB Capital LLC as owner and Denny Shiver as applicant. The project involves a Future Land Use amendment. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [Soapberry Avenue; case PL-26-3] Final Plat for Crossroads at Kelly Park Phase 2A-2 (PL-26-3), involving 78 lots, located on Soapberry Avenue. Jen Florida 51 LLC is the owner, and Pape Dawson - Genevieve LaBuda is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road and 2244 Sorrento Avenue; case PL-25-10] Plat Application for Ridgebrook Plat (PL-25-10), proposing 86 Single Family Homes. The location includes 2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road, and 2244 Sorrento Avenue. TPG AG EHC III (LEN) Multi State 5 LLC is the owner, and G L Summitt Engineering Inc - Geoff Summitt is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [Kelly Park Road and Ondich Road; case PL-26-4] Plat Application for Crescent Ridge Phase 1 Plat (PL-26-4), proposing Single Family Homes/Residential. The location is Kelly Park Road and Ondich Road. Pulte Home Company LLC is the owner, and 1828 Engineerin LLC - Luke Classon is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [Southfork Drive; case MDP-26-6] Major Development Plan (MDP-26-6) for Floridian Town Center Multi-Family Phase 1, proposing Multi-Family Residential Apartments. The location is Southfork Drive. Gloridian Apopka Phase 1 Owner LLC is the owner, and McIntosh Associates an LJA Company - Keith Farling is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [1291 South Orange Blossom Trail; case MDP-26-4] Major Development Plan (MDP-26-4) for Southern Tire Mart, proposing the construction of a 45,000 SF Tire Mart Facility. The location is 1291 South Orange Blossom Trail. Duff Real Estate LLC is the owner, and Kimley-Horn and Associates Inc - Jennifer Stickler is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [4112 Sadler Road; case CSP-26-22] Construction Site Plan (CSP-26-22) for Wyld Oaks Cell Tower, proposing a 120' Stealth Wireless Telecommunications Facility. The location is 4112 Sadler Road. Kelly Park VB Development LLC is the owner, and Kimley-Horn & Associates - Tommy O'Shea is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [1315 Jack Junction Road; case CSP-26-15] Construction Site Plan (CSP-26-15) for Logistics 429 at Apopka Ridge Buildings 400, 500 & 600, proposing construction of these buildings in Phase 2. The location is 1315 Jack Junction Road. Ridge 429 Owner LLC is the owner, and Smiley & Associates Inc - Marc Smiley is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [West Kelly Park Road between Effie Drive and Highway 429; case CSP-25-37] Construction Site Plan (CPS-25-37) for Wyld Oaks Lot 7 Access Roads, proposing development of approximately 900 LF of access roads to support a portion of Lot 7 of The Wyld Oaks Plat. The location is West Kelly Park Road between Effie Drive and Highway 429. Kelly Park VB Development LLC is the owner, and Kimley-Horn and Associates Inc - Mackenzie Cerjan is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item. [3251 North Ponkan Road; case CSP-25-39] Construction Site Plan (CSP-25-39) for Wolf Lake Ranch Phase 2, proposing development of 59 Single Family Lots with associated infrastructure. The location is 3251 North Ponkan Road. Roseville Farms LLC is the owner, and Kimley-Horn and Associates - Joshua Enot is the applicant. The Apopka Development Review Committee agenda for June 17, 2026, lists this item.
Agenda items
- 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.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Electrical
- Utilities (Sub)
- Engineering & Architecture
- Accounting & Tax
- Building & Industrial Supply
- General Contractor
- Landscaping & Lawn Service
- 1. CSP-25-39 - Wolf Lake Ranch Phase 2 - Construction Site Plan (CSP), (2nd Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 1. CSP-25-39 - Wolf Lake Ranch Phase 2 - Construction Site Plan (CSP), (2nd Submittal)
- Real Estate Development
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Drywall & Insulation
- Windows, Doors & Glass
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- Utilities (Sub)
- 1. CSP-26-22 - Wyld Oaks Cell Tower - Construction Site Plan (CSP), (1st Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Engineering & Architecture
- Building & Industrial Supply
- 1. CSP-26-22 - Wyld Oaks Cell Tower - Construction Site Plan (CSP), (1st Submittal)
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Construction (Other)
- Engineering & Architecture
- Business Consulting
- 1. FLU-26-4 - Bateman Properties - Future Land Use (FLU), (1st Submittal)
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- General Contractor
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 1. FLU-26-4 - Bateman Properties - Future Land Use (FLU), (1st Submittal)
- Real Estate Development
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- General Contractor
- Building & Industrial Supply
- 1. MDP-26-6 - Floridian Town Center Mulit-Family Phase 1 - Major Development Plan (MDP), (1st Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
- 1. MDP-26-6 - Floridian Town Center Mulit-Family Phase 1 - Major Development Plan (MDP), (1st Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 1. PL-26-3 - Crossroads at Kelly Park Phase 2A-2 - Plat (PL), (1st Submittal)
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- General Contractor
- Real Estate Development
- Engineering & Architecture
- Building & Industrial Supply
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Landscaping & Lawn Service
- 1. PL-26-3 - Crossroads at Kelly Park Phase 2A-2 - Plat (PL), (1st Submittal)
- Site Prep, Grading & Hardscape
- General Contractor
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
- Utilities (Sub)
- 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
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- General Contractor
- Building & Industrial Supply
- 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.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Painting & Flooring
- Utilities (Sub)
- Building & Industrial Supply
- 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
- 11. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S),
- 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
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- General Contractor
- Building & Industrial Supply
- 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.
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Electrical
- Building & Industrial Supply
- Engineering & Architecture
- Waste Management
- 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
- 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
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Concrete & Masonry
- Engineering & Architecture
- Building & Industrial Supply
- 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.
- General Contractor
- Engineering & Architecture
- Accounting & Tax
- Office & Business Support Services
- Title & Settlement Services
- 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.
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Concrete & Masonry
- General Contractor
- Building & Industrial Supply
- 16. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE.
- Plumbing
- General Contractor
- Utilities (Sub)
- 17. FIRE PROTECTION SHALL MEET ALL THE REQUIREMENTS OF THE APPLICABLE MUNICIPALITY OR COUNTY.
- 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.
- Site Prep, Grading & Hardscape
- General Contractor
- Concrete & Masonry
- Painting & Flooring
- Plumbing
- Electrical
- HVAC & Climate Control
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- Landscaping & Lawn Service
- 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER (INCLUDING FORCE MAINS) AND
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 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.
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Engineering & Architecture
- Legal Services
- Building & Industrial Supply
- General Contractor
- Concrete & Masonry
- Painting & Flooring
- Plumbing
- Electrical
- Waste Management
- 2. CSP-26-15 - Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 - Construction Site Plan (CSP), (2nd Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 2. CSP-26-15 - Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 - Construction Site Plan (CSP), (2nd Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 2. MDP-26-4 - Southern Tire Mart - Major Development Plan (MDP), (1st Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 2. MDP-26-4 - Southern Tire Mart - Major Development Plan (MDP), (1st Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Electrical
- HVAC & Climate Control
- Plumbing
- Painting & Flooring
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 2. PL-25-10 - Ridgebrook Plat - Plat Application (PL), (3rd Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- 2. PL-25-10 - Ridgebrook Plat - Plat Application (PL), (3rd Submittal)
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- Government Authority
- 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.
- General Contractor
- Site Prep, Grading & Hardscape
- Plumbing
- Electrical
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- 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
- 3. ALL ROCK FINISHING SHALL BE BOARDED TO THE ACCEPTANCE OF THE ENGINEER PRIOR TO TACK.
- 3. CSP-25-37 - Wyld Oaks Lot 7 Access Roads - Construction Site Plan (CPS), (3rd Submittal)
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- General Contractor
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
- 3. CSP-25-37 - Wyld Oaks Lot 7 Access Roads - Construction Site Plan (CPS), (3rd Submittal)
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Construction (Other)
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- 4. ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH CITY OF APOPKA WATER DEPARTMENT
- 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
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Construction (Other)
- Plumbing
- General Contractor
- Waste Management
- Utilities (Sub)
- Building & Industrial Supply
- 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.
- 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.
- 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
- 5. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER.
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- 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"
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Building & Industrial Supply
- Utilities (Sub)
- 6. ALL SERVICE UNDER EXISTING OR PROPOSED PAVEMENT SHALL BE INSTALLED IN A MINIMUM 2" PVC SLEEVE.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Electrical
- Construction (Other)
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- Accounting & Tax
- Legal Services
- Real Estate Development
- Waste Management
- 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING/PAPERWORK/REPORTS, FEES, ETC. FOR TELE/DATA/POWERAS REQUIRED BY UTILITY COMPANIES.
- 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND REQUIREMENTS.
- General Contractor
- Concrete & Masonry
- Electrical
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- 6. THE PROPOSED EROSION CONTROL BARRIERS MUST BE REMOVED FOLLOWING SOIL STABILIZATION.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Electrical
- General Contractor
- Building & Industrial Supply
- 7. MECHANICAL RESTAINED PIPE AND FITTING JOINTS ARE REQUIRED FOR UNDERGROUND MAIN PIPING,6. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH CITY OF APOPKA WATER DEPARTMENT
- 9. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REQUIRED), SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS OTHERWISE SPECIFIED..8. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C151/A21.51. PIPE SHALL
- A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Concrete & Masonry
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Electrical
- Building & Industrial Supply
- E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY
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Applicants and firms
- Denny Shiver
- Pape Dawson - Genevieve LaBuda
- G L Summitt Engineering Inc - Geoff Summitt
- 1828 Engineerin LLC - Luke Classon
- McIntosh Associates an LJA Company - Keith Farling
- Kimley-Horn and Associates Inc - Jennifer Stickler
- Kimley-Horn & Associates - Tommy O'Shea
- Smiley & Associates Inc - Marc Smiley
- Kimley-Horn and Associates Inc - Mackenzie Cerjan
- Kimley-Horn and Associates - Joshua Enot
Locations
- 2864 Dowman Drive
- Soapberry Avenue
- 2404 Plymouth Sorrento Road, 2260 Plymouth Sorrento Road and 2244 Sorrento Avenue
- Kelly Park Road and Ondich Road
- Southfork Drive
- 1291 South Orange Blossom Trail
- 4112 Sadler Road
- 1315 Jack Junction Road
- West Kelly Park Road between Effie Drive and Highway 429
- 3251 North Ponkan Road
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