DRC Agenda 04/15/2026
Development Review Committee Meeting · 2026-04-15 · agenda
[10 North Forest Avenue] Special Event: GFWC Apopka Woman's Club is holding the Apopka Art and Foliage Festival at Kit Land Nelson Park, 10 North Forest Avenue, on April 25th-26th, 2026. Applicant is Joann Castillo. [2121 East Semoran Boulevard] Special Event: Apopka Florist is holding a Grand Opening at 2121 East Semoran Boulevard on May 3rd, 2026. Applicant is Bruce Haase. [10 North Forest Avenue] Special Event: Apopka Police Department is hosting Apopka PD Personal Safety Day in the Park at Kit Land Nelson Park, 10 North Forest Avenue, on May 9th, 2026. Applicant is Sgt. Mark Creaser. [E 1st Street] Special Event: Apopka Police Department is holding an APD Shred Event at Edwards Field, E 1st Street, on June 6th, 2026. Applicant is Sgt. Mark Creaser. [3710 Jason Dwelley Parkway] Special Event: Sundown Presents LLC is hosting Tailgate N' Tunes at Apopka Amphitheater, 3710 Jason Dwelley Parkway, on June 6th, 2026. Applicant is Francisco Muniz. [3710 Jason Dwelley Parkway] Special Event: The Gina Reynolds Foundation is holding The 2026 Team Gina 5K at Apopka Amphitheater, 3710 Jason Dwelley Parkway, on October 31st, 2026. Applicant is Tara Barrett. [13-20-27-4300-01-000; case SPX-26-4] Special Exception Use: A 120-Foot Stealth Wireless Telecommunications Tower is proposed at parcel/folio 13-20-27-4300-01-000. Applicant is Kimley-Horn, represented by Shahzad Mahmood. This is the 1st submittal for Special Exception Use (SPX-26-4). [Boyscout Road; case MDP-26-2] Major Development Plan: The Ridge PD Parcel 3 proposes a Multi-Family Development with 363 Multi-Family Dwelling Units. Location is Boyscout Road, PID:17-21-28-7345-03-000. Applicant is Vanasse Hangen Brustlin Inc, represented by George Georgy PE. This is the 1st submittal for Major Development Plan (MDP-26-2). [West Kelly Park Road between Effie Drive and Highway 429; case MDP-25-14] Major Development Plan: Wyld Oaks C-Store proposes a 1.24-Acre Commercial Development with a 6,300 SF Multi-Tenant Building & 16 Fuel Pumps. Location is West Kelly Park Road between Effie Drive and Highway 429. Applicant is Kimley-Horn and Associates LLC, represented by Mackenzie Cerjan. This is the 2nd submittal for Major Development Plan (MDP-25-14). [1315 Jack Junction Way; case CSP-26-15] Construction Site Plan: Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 proposes construction of Buildings 400, 500 & 600 in Phase 2 area of the MDP. Location is 1315 Jack Junction Way. Applicant is Smiley & Associates Inc, represented by Mark Smiley. This is the 1st submittal for Construction Site Plan (CSP-26-15). [3910 Jason Dwelley Parkway; case CSP-26-9] Construction Site Plan: Apopka Northwest Recreation Complex - Phase 4 Soccer Fields proposes six soccer pads in three phases. Location is 3910 Jason Dwelley Parkway. Applicant is CPH Consulting LLC, represented by Joshua Hughes. This is the 2nd submittal for Construction Site Plan (CSP-26-9).
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
- Plumbing
- Concrete & Masonry
- Utilities (Sub)
- Engineering & Architecture
- Building & Industrial Supply
- 1. CSP-26-15 - Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 - Construction Site Plan (CSP), 1st Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 1. CSP-26-15 - Logistics 429 at Apopka Ridge Buildings 400, 500 & 600 - Construction Site Plan (CSP), 1st Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE INLET STRUCTURE.2. PLACE THE FRAME ONTO THE INLET STRUCTURE, ENSURING PROPER SEATINGOF FRAME TO STRUCTURE.3. SLIDE THE COVER OVER THE FRAME.4. FILL THE COVER POCKETS WITH SOIL, #57 GRAVEL OR EQUIVALENT. THE COVERPOCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEENTHE GROUND AND INLET STRUCTURE.5. BACK FILL AROUND THE FRAME AND COVER ASSEMBLY IS NOT REQUIRED TOCOMPLETE INSTALLATION; HOWEVER, BACKFILLING MAY BE NECESSARY TOCOMPLETE EXCAVATION REQUIREMENTS FOR THE SITE.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Utilities (Sub)
- Landscaping & Lawn Service
- 1. GFWC Apopka Woman's Club - Apopka Art and Foliage Festival - Kit Land Nelson Park - 10 North Forest Avenue
- Site Prep, Grading & Hardscape
- Landscaping & Lawn Service
- Event Planning & Rentals
- Building & Industrial Supply
- Engineering & Architecture
- Business Consulting
- Government Authority
- 1. GFWC Apopka Woman's Club - Apopka Art and Foliage Festival - Kit Land Nelson Park - 10 North Forest Avenue
- Site Prep, Grading & Hardscape
- Landscaping & Lawn Service
- Event Planning & Rentals
- Building & Industrial Supply
- Business Consulting
- 1. MDP-26-2 - The Ridge PD Parcel 3 - Major Development Plan (MDP), 1st Submittal
- Real Estate Development
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Carpentry & Cabinetry
- Drywall & Insulation
- Painting & Flooring
- Roofing
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- 1. MDP-26-2 - The Ridge PD Parcel 3 - Major Development Plan (MDP), 1st Submittal
- Real Estate Development
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Building & Industrial Supply
- Landscaping & Lawn Service
- 1. PLACE CONCRETE BLOCKS IN A SINGLE ROWAROUND PERIMETER OF INLET ON THEIR SIDES,WITH ENDS OF ADJACENT BLOCKS ABUTTING.2. HEIGHT OF BARRIER VARIES. USE STACKS OF4-INCH, 8-INCH, OR 12" BLOCKS. MIN.3.HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF24" PLACE FILTER FABRIC OVER VERTICAL FACEOF CONCRETE BLOCKS.4. THE SEDIMENT FILTER SHALL BE ANYNON-ERODIBLE MATERIAL SUCH AS LOOSEROCK, BROKEN CONCRETE THAT WILL SLOWTHE FLOW OF THE WATER AND ALLOW IT TOFILTER THROUGH AND OVER THE MATERIALBEFORE ENTERING THE INLET.
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINTCAN NO LONGER BE SEEN.2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OREXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE.3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLSARE A CONCERN.4. INSPECT PER REGULATORY EQUIREMENTS.5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THEGRATED INLET BOX.6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36INCHES.7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THEGRATED INLET BOX.8. EXTRA CARE SHALL BE TAKEN TO ENSURE REGULAR MAINTENANCE OF FILTERSACKS USED IN RIGHT OF WAY TO ENSURE ADEQUATE DRAINAGE CAPACITY.DOMED INLET PROTECTION (PREFABRICATED)
- Site Prep, Grading & Hardscape
- General Contractor
- Concrete & Masonry
- Painting & Flooring
- Electrical
- Plumbing
- HVAC & Climate Control
- Utilities (Sub)
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- 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
- 1. SEE PLAN FOR JOINT SPACING.NOTE:
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Construction (Other)
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- Utilities (Sub)
- 1. SPX-26-4 - Telecom Tower (FL23193-S Wyld Oaks) - Special Exception Use (SPX), 1st Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Engineering & Architecture
- Building & Industrial Supply
- 1. SPX-26-4 - Telecom Tower (FL23193-S Wyld Oaks) - Special Exception Use (SPX), 1st Submittal
- General Contractor
- Electrical
- Lighting & Low-Voltage Systems
- Construction (Other)
- Engineering & Architecture
- Building & Industrial Supply
- Waste Management
- Government Authority
- 1. Work this Index with Specification 522.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- General Contractor
- Engineering & Architecture
- Real Estate Development
- 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
- Electrical
- Plumbing
- Painting & Flooring
- General Contractor
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- 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
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 11. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S),
- Plumbing
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Building & Industrial Supply
- 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)
- General Contractor
- Site Prep, Grading & Hardscape
- 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.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- General Contractor
- Utilities (Sub)
- Engineering & Architecture
- 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
- Concrete & Masonry
- General Contractor
- Plumbing
- Utilities (Sub)
- Engineering & Architecture
- Landscaping & Lawn Service
- 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.
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Engineering & Architecture
- Accounting & Tax
- Legal Services
- Real Estate Development
- General Contractor
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Building & Industrial Supply
- Landscaping & Lawn Service
- 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
- Concrete & Masonry
- Plumbing
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- 16. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE.
- Plumbing
- Construction (Other)
- Utilities (Sub)
- Building & Industrial Supply
- 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
- Electrical
- Plumbing
- HVAC & Climate Control
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- 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
- Concrete & Masonry
- Building & Industrial Supply
- 2. Apopka Florist - Grand Opening - 2121 East Semoran Boulevard - May 3rd, 2026 10:00am - 4:00pm
- Retail (Other)
- Marketing & Advertising
- Event Planning & Rentals
- 2. Apopka Florist - Grand Opening - 2121 East Semoran Boulevard - May 3rd, 2026 10:00am - 4:00pm
- Retail (Other)
- Event Planning & Rentals
- Building & Industrial Supply
- Site Prep, Grading & Hardscape
- Design & Creative
- Office & Business Support Services
- 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
- Concrete & Masonry
- Plumbing
- Electrical
- Construction (Other)
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- Accounting & Tax
- Legal Services
- Title & Settlement Services
- Landscaping & Lawn Service
- 2. CSP-26-9 - Apopka Northwest Recreation Complex - Phase 4 Soccer Fields - Construction Site Plan (CSP), 2nd
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Electrical
- Plumbing
- HVAC & Climate Control
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- General Contractor
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 2. CSP-26-9 - Apopka Northwest Recreation Complex - Phase 4 Soccer Fields - Construction Site Plan (CSP), 2nd
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- Electrical
- Landscaping & Lawn Service
- Building & Industrial Supply
- General Contractor
- Engineering & Architecture
- 2. MDP-25-14 - Wyld Oaks C- Store - Major Development Plan (MDP), 2nd Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- Landscaping & Lawn Service
- 2. MDP-25-14 - Wyld Oaks C- Store - Major Development Plan (MDP), 2nd Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Windows, Doors & Glass
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- Landscaping & Lawn Service
- 2. Refer to Index 520-001 for drop curb details and Index 522-001 for joints between driveway, sidewalks, and curb.
- 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. Apopka Police Department - Apopka PD Personal Safety Day in the Park - Kit Land Nelson Park - 10 North Forest
- Event Planning & Rentals
- Site Prep, Grading & Hardscape
- 3. Apopka Police Department - Apopka PD Personal Safety Day in the Park - Kit Land Nelson Park - 10 North Forest
- Staffing & Employment
- Security Services
- Event Planning & Rentals
- 3. Existing Curb and Gutter:
- 4. ALL WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH CITY OF APOPKA WATER DEPARTMENT
- 4. Apopka Police Department - APD Shred Event - Edwards Field - E 1st Street - June 6th, 2026 9:00am - 12:00pm
- Waste Management
- Event Planning & Rentals
- 4. Apopka Police Department - APD Shred Event - Edwards Field - E 1st Street - June 6th, 2026 9:00am - 12:00pm
- Waste Management
- Event Planning & Rentals
- 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
- Plumbing
- General Contractor
- Utilities (Sub)
- Building & Industrial Supply
- 4. Grades and cross slopes shown are maximums.
- 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
- Building & Industrial Supply
- Engineering & Architecture
- 5. Longitudinal Joints:
- 5. Sundown Presents LLC - Tailgate N' Tunes - Apopka Amphitheater - 3710 Jason Dwelley Parkway - June 6th 2026
- Recreation (Other)
- Event Planning & Rentals
- Site Prep, Grading & Hardscape
- Electrical
- Construction (Other)
- Security Services
- Catering
- Business Consulting
- Legal Services
- Engineering & Architecture
- 5. Sundown Presents LLC - Tailgate N' Tunes - Apopka Amphitheater - 3710 Jason Dwelley Parkway - June 6th 2026
- General Contractor
- Site Prep, Grading & Hardscape
- Waste Management
- Security Services
- Business Consulting
- Engineering & Architecture
- Building & Industrial Supply
- Real Estate Development
- Event Planning & Rentals
- 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"
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- 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
- Utilities (Sub)
- 6. THE PROPOSED EROSION CONTROL BARRIERS MUST BE REMOVED FOLLOWING SOIL STABILIZATION.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Plumbing
- Construction (Other)
- Building & Industrial Supply
- Engineering & Architecture
- 6. The Gina Reynolds Foundation - The 2026 Team Gina 5K - Apopka Amphitheater - 3170 Jason Dwelley Parkway
- Event Planning & Rentals
- Waste Management
- Security Services
- 6. The Gina Reynolds Foundation - The 2026 Team Gina 5K - Apopka Amphitheater - 3170 Jason Dwelley Parkway
- Event Planning & Rentals
- Waste Management
- Site Prep, Grading & Hardscape
- Business Consulting
- Legal Services
- Government Authority
- 6. Transverse Joints:
- 7. Construct driveways (6" thick concrete) to a uniform width (W) to the R/W line or the extent shown in the Plans.
- Concrete & Masonry
- Site Prep, Grading & Hardscape
- General Contractor
- 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
- Utilities (Sub)
- Plumbing
- Site Prep, Grading & Hardscape
- 8. Width of Sidewalk Thru Driveway is 4'-0" minimum. Match sidewalk width when shown in Plans or when utility strip
- 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
- 9. Alpha-Numeric Identification:
- A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- General Contractor
- Building & Industrial Supply
- 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
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Government Authority
- D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE
- Utilities (Sub)
- Site Prep, Grading & Hardscape
- Electrical
- Plumbing
- Building & Industrial Supply
- E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY
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