DRC Agenda 06/10/2026

Agenda items

• 1. CSP-26-14 - Oakmoor (fka Ondich North) - Construction Site Plan (CSP), (2nd Submittal)
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Concrete & Masonry
  • Electrical
  • Plumbing
  • HVAC & Climate Control
  • Painting & Flooring
  • Roofing
  • Drywall & Insulation
  • Windows, Doors & Glass
  • Building & Industrial Supply
  • Real Estate Development
  • Engineering & Architecture
  • Landscaping & Lawn Service
• 1. CSP-26-14 - Oakmoor (fka Ondich North) - Construction Site Plan (CSP), (2nd Submittal)
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Electrical
  • Plumbing
  • HVAC & Climate Control
  • Carpentry & Cabinetry
  • Roofing
  • Painting & Flooring
  • Building & Industrial Supply
  • Real Estate Development
  • Engineering & Architecture
  • Landscaping & Lawn Service
• 1. CSP-26-8 - 7-11 Ocoee Apopka Road - 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
  • Landscaping & Lawn Service
• 1. CSP-26-8 - 7-11 Ocoee Apopka Road - 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
  • Engineering & Architecture
  • Real Estate Development
  • Landscaping & Lawn Service
• 1. E-26-7 - Duran: 2650 - Northwest Recreation Complex 3710 Jason Dwelley Parkway - July 11th 2026 7:00am-10:00am
  • Site Prep, Grading & Hardscape
  • Cleaning & Janitorial
  • Event Planning & Rentals
• 1. E-26-7 - Duran: 2650 - Northwest Recreation Complex 3710 Jason Dwelley Parkway - July 11th 2026 7:00am-10:00am
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Construction (Other)
  • Landscaping & Lawn Service
  • Engineering & Architecture
  • Real Estate Development
  • Event Planning & Rentals
• 1. INSTALL STABILIZED
• 1. SYNTHETIC HAY BALE BARRIER: SYNTHETIC HAY BALE BARRIERS CAN BE USED BELOW
• 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE POUNDING AROUND THE STRUCTURE.
  • Site Prep, Grading & Hardscape
  • Utilities (Sub)
  • Building & Industrial Supply
  • Equipment & Vehicle Rental
  • Engineering & Architecture
• 10. APPLY BASE TO PROJECT
  • Site Prep, Grading & Hardscape
  • Government Authority
• 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
  • Site Prep, Grading & Hardscape
  • Landscaping & Lawn Service
• 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • General Contractor
  • Building & Industrial Supply
  • Landscaping & Lawn Service
• 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW
  • Site Prep, Grading & Hardscape
  • Utilities (Sub)
  • Building & Industrial Supply
• 2. INSTALL SILT FENCES AND HAY3. CLEAR AND GRUB FOR DIVERSION4. CONSTRUCT SEDIMENTATION
  • Site Prep, Grading & Hardscape
• 2. MDP-26-5 - 3716 Hogshead Road Warehouse - Construction Site Plan (CSP), (1st Submittal)
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Electrical
  • HVAC & Climate Control
  • Plumbing
  • Painting & Flooring
  • Building & Industrial Supply
  • Engineering & Architecture
  • Real Estate Development
• 2. MDP-26-5 - 3716 Hogshead Road Warehouse - Construction Site Plan (CSP), (1st Submittal)
  • General Contractor
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Electrical
  • HVAC & Climate Control
  • Plumbing
  • Roofing
  • Painting & Flooring
  • Building & Industrial Supply
  • Engineering & Architecture
  • Real Estate Development
• 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Utilities (Sub)
• 20. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS
  • Site Prep, Grading & Hardscape
  • Landscaping & Lawn Service
  • Building & Industrial Supply
• 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
  • Plumbing
  • Site Prep, Grading & Hardscape
  • Building & Industrial Supply
  • Utilities (Sub)
  • Engineering & Architecture
• 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2- INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE8. SYNTHETIC BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER9. SYNTHETIC BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE SYNTHETIC BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE11. EACH SYNTHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT12. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SYNTHETIC BALES,13. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC BALES14. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SYNTHETIC BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO15. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.16. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE17. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-18. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO19. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL21. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT22. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6.23. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL24. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.25. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE26. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.27. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN'S RIVER
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Construction (Other)
  • Landscaping & Lawn Service
  • Utilities (Sub)
• 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED
• 30. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT
  • Site Prep, Grading & Hardscape
  • Landscaping & Lawn Service
• 5. CONTINUE CLEARING AND
  • Site Prep, Grading & Hardscape
• 6. ALL SERVICE UNDER EXISTING OR PROPOSED PAVEMENT SHALL BE INSTALLED IN A MINIMUM 2" PVC SLEEVE. TO BE SERVED.
  • Site Prep, Grading & Hardscape
  • Concrete & Masonry
  • Electrical
  • Plumbing
  • Utilities (Sub)
  • Engineering & Architecture
  • Building & Industrial Supply
• 6. STOCK PILE TOP SOIL IF REQUIRED7. PERFORM PRELIMINARY GRADING8. STABILIZE DENUDED AREAS AND
  • Site Prep, Grading & Hardscape
  • Building & Industrial Supply
• 9. INSTALL UTILITIES, STORM SEWER,
  • Site Prep, Grading & Hardscape
  • Utilities (Sub)
  • Engineering & Architecture
• A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF BALE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES
  • Site Prep, Grading & Hardscape
  • General Contractor
  • Utilities (Sub)
  • Building & Industrial Supply