DRC Agenda Packet 05/06/2026
Development Review Committee Meeting · 2026-05-06 · agenda_packet
[case PL-26-1] Chandler Row Plat is a proposed residential development for 240 lots. MRP HNHB LLC is the owner, and Kimley-Horn - Brian Ashby is the applicant. The project is identified as PL-26-1. [107 North Central Avenue; case SPX-26-5] A Special Exception application (SPX-26-5) proposes to convert a pre-existing detached garage into an Accessory Dwelling Unit (ADU) at 107 North Central Avenue. The owners are Johnny Navarro and Maria Serna, and Johnny Navarro is the applicant. [1250 Ocoee Apopka Rd; case CSP-26-6] A Construction Site Plan (CSP) application, CSP-26-6, for 1250 Ocoee Apopka Road proposes the construction of three single-story commercial retail buildings. Resende Correa Holdings LLC is the owner, and Mint Homes USA LLC - Jeffrey Sanon is the applicant. [Rock Springs Road; case CSP-25-25] A Construction Site Plan (CSP) application, CSP-25-25, for Go Ministry, located on Rock Springs Road, proposes the development of an approximate 11,000 square foot church. Sala Evangelica De La Sana Doctrina Orlando Inc is the owner, and Burkett Engineering is the applicant. [3100 Ondich Road; case CSP-26-5] A Construction Site Plan (CSP) application, CSP-26-5, for Everly-Ondich Road Subdivision proposes a development comprised of 67 fifty-five foot wide detached single-family lots. The owners are Larry M. Everly Sr Family Trust and Corrinne F. Everly Family Trust, and 1828 Engineering LLC - Luke Classon is the applicant. The location is 3100 Ondich Road. [1250 Ocoee Apopka Road, Apopka, FL 32703] Project involves the construction of two showroom/warehouse/office flex buildings totaling 11,060 sq ft on a 1.019-acre parcel. Includes a 144 sq ft lift station. The development is zoned for commercial land use. Utilities include central water, sewer, and irrigation provided by the City of Apopka. The owner is Ivan Frank Correa. [3100 ONDICH RD, APOPKA, FL, 32712] This document details the civil engineering plans for a residential development. The project involves rezoning from T (City) and A-1 (County) to KPI-MU (City) and MU (County), with a proposed Future Land Use of MU. The development includes 67 lots, with minimum lot sizes of 4,080 SF for rear-loaded and 6,600 SF for front-loaded configurations. Setbacks, lot dimensions, and building heights are specified. The project incorporates green building standards, including passive solar orientation and tree preservation. Utility providers include the City of Apopka for water/sewer, Charter Communications for cable, Century Link for telephone/fiber, Lake Apopka Natural Gas District for gas, and Duke Energy for power. The document outlines detailed plans for paving, grading, drainage, utilities, street geometry, and site amenities like a pond trail, multipurpose trail, and pool area. It also includes standard details for various civil engineering components such as manholes, service laterals, and pump station grounding.
Agenda items
- 1. ALL CONCRETE CONSTRUCTION WORKMANSHIP AND MATERIAL SHALL
- 1. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO
- 1. ALL FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES)
- Carpentry & Cabinetry
- General Contractor
- Building & Industrial Supply
- 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE CITY OF APOPKA MANUAL OF STANDARD SPECIFICATIONS FORWASTEWATER CONSTRUCTION.2. ALL SANITARY SEWER CONSTRUCTION AND MATERIALS WITHIN R/W OR EASEMENT TO BE OWNED AND MAINTAINED BY THE CITY OF APOPKAUTILITIES.3. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER.4. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE.5. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER, UNLESS SPECIFIED OTHERWISE ON PLANS.6. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THEMANHOLE INVERT.7. MINIMUM AS BUILT 8" PVC SEWER LINE SLOPE WILL BE 0.4% MINIMUM SLOPE OR WILL BE RELAID BY CONTRACTOR TO MEET THE MINIMUM SLOPEREQUIREMENT AT NO ADDITIONAL COST.8. MARK LATERALS WITH 4" X 4" X 8' PT POST PAINTED GREEN ON END.9. PIPE MATERIAL IS ASTM D3034, SDR-26 UNLESS OTHERWISE NOTED.10. A MINIMUM 1.04% SLOPE SHALL BE MAINTAINED ON THE SANITARY SEWER SERVICE LATERALS. AT NO TIME SHALL A SANITARY SEWER LATERAL HAVEA SLOPE OF 15% OR GREATER.11. SANITARY SEWER GRAVITY MAINS ARE TO BE UPGRADED IN MATERIAL TO WATER MAIN STANDARDS AND HYDROSTATICALLY PRESSURE TESTED WITHWATER TO ENSURE JOINT TIGHTNESS IF EITHER OF THE HORIZONTAL OR VERTICAL MINIMUM REQUIRED CLEARANCE FROM A WATER MAIN CANNOTBE MAINTAINED OR IF THE SEWER MAIN IS ABOVE THE WATER MAIN. UPGRADE TO MATERIAL CANNOT BE MADE WITHOUT PRIOR APPROVAL FROMFDEP.12.LEAKAGE TEST ARE SPECIFIED REQUIRING THAT A) THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. B) EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. C) AIR TESTS, AS MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES, AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244.13. DEFLECTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, CHAPTER 33.85,FOR ALL GRAVITY SANITARY SEWER LINES. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMITSTABILIZATION OF THE SOIL-PIPE SYSTEM.TESTING REQUIREMENTS SPECIFY: 1) NO PIPE SHALL EXCEED A DEFLECTION OF 5%. 2) USING A RIGID BALL OR MANDREL FOR THE PIPE DEFLECTION TESTS WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED. 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES.14.TESTING OF THE SEWAGE COLLECTION SYSTEM IS AS FOLLOWS:A. ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE LATEST UNI-BELL STANDARD FOR LOW PRESSURE AIR TESTS. AIR TEST, AS A MINIMUM, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM SPECIFICATIONS, ASTM F1417 FOR PLASTIC PIPE.B. ALL SEWER MAINS SHALL BE LAMPED BY IN THE PRESENCE OF A CITY OF APOPKA REPRESENTATIVE.C. ALL MANHOLES SHALL BE INSPECTED FOR INFILTRATION, ALIGNMENT, FLOW CHANNEL CONSTRUCTION AND COAL TAR EPOXY PAINT THROUGHOUT.D. HYDRO-STATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES AND APPURTENANCES IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. THE PRESSURE SHALL BE 150 PSI FOR TWO (2) HOURS.E. DEFLECTION TEST ARE REQUIRED FOR ALL FLEXIBLE PIPE EXCLUDING FORCE MAINS. TESTS SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.D MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED.SANITARY SEWER SERVICES SHALL BE INSTALLED 18 FEET FROM BACK OF CURB OF BUILDING .15.THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF COMPLETE DETAILED SHOP DRAWINGS FOR ALL SANITARY MANHOLES, WET WELLS, OTHERCASTINGS, AND PUMPS. THE SUBMITTALS SHALL BEAR THE APPROVAL OF THE UNDERGROUND UTILITY CONTRACTOR ON EACH SHEET. A COMPLETESET OF THE LIFT STATION ELECTRICAL SHOP DRAWINGS IS ALSO REQUIRED IF APPLICABLE. ALL UTILITY SHOP DRAWINGS SHALL BE APPROVED BYTHE ENGINEER OF RECORD AND CITY OF APOPKA PRIOR TO CONSTRUCTION.
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- Utilities (Sub)
- 1. CSP-26-5 - Everly-Ondich Road Subdivision - Construction Site Plan (CSP), 2nd Submittal
- Site Prep, Grading & Hardscape
- Utilities (Sub)
- General Contractor
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Carpentry & Cabinetry
- Roofing
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- 1. CSP-26-5 - Everly-Ondich Road Subdivision - Construction Site Plan (CSP), 2nd Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- Real Estate Development
- Building & Industrial Supply
- 1. CSP-26-6 - 1250 Ocoee Apopka Rd - Construction Site Plan (CSP), 2nd Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Painting & Flooring
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 1. CSP-26-6 - 1250 Ocoee Apopka Rd - Construction Site Plan (CSP), 2nd Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Plumbing
- Painting & Flooring
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 1. FINAL TREE STAKING DETAILS ANDPLACEMENT TO BE APPROVED BY THE L.A.2. CONTRACTOR SHALL ASSURE PERCOLATIONOF ALL PLANTING PITS PRIOR TO INSTALLATION
- 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. PL-26-1 - Chandler Row Plat - Plat (PL), 1st Submittal
- Real Estate Development
- Site Prep, Grading & Hardscape
- General Contractor
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- Painting & Flooring
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- 1. PL-26-1 - Chandler Row Plat - Plat (PL), 1st Submittal
- Real Estate Development
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Roofing
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- Landscaping & Lawn Service
- 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE
- 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER:
- 10. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF
- 10. WATER-RESISTIVE BARRIER
- Restoration & Waterproofing
- Concrete & Masonry
- Building & Industrial Supply
- 10. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE
- 11. FOUNDATION AND SLAB ARE TO BE FORMED UPON SOIL WITH A MINIMUM
- 12. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY
- 13. THE CONTRACTORS SHALL HIRE A GEOTECHNICAL ENGINEER TO
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- 2. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH
- 2. ALL TRUSS BEAM AND COLUMN MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER
- 2. COURSE GROUT (SIZE 8) SHALL BE USED IN CONFORMANCE TO THE REQUIREMENTS OF
- 2. CSP-25-25 - Go Ministry - Construction Site Plan (CSP), 3rd Submittal
- General Contractor
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Roofing
- Drywall & Insulation
- Building & Industrial Supply
- Engineering & Architecture
- Real Estate Development
- Landscaping & Lawn Service
- 2. CSP-25-25 - Go Ministry - Construction Site Plan (CSP), 3rd Submittal
- General Contractor
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Carpentry & Cabinetry
- Roofing
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Building & Industrial Supply
- Real Estate Development
- 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED
- 2. SERIES 3 (Q-FRAME) CIRCUIT BREAKERS.LAYOUT NEMA TYPE 3R S.S. ENCLOSED WITH STIANLESS STEEL. TYPICAL, ACTUAL LAYOUT MAYCONTINUOUS HINGE ALL HARDWARE TYPE 304 1. OUTER DOOR REMOVED TO SHOW DEADFRONT
- 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR
- 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.
- Electrical
- Plumbing
- Site Prep, Grading & Hardscape
- General Contractor
- Building & Industrial Supply
- Engineering & Architecture
- 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A
- 3. CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE I OR TYPE II CONFORMING
- 3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHOWN ON THE PLANS SHALL BE
- 3. GENERATOR OUTLET FOR 230V - PYLE NATIONALMODEL JRE 4100. FOR 460V OR > 100 AMPSERVICE USE CROUSE HINDS MODEL AR 2042.VARY WITH HORSEPOWER.
- Electrical
- Building & Industrial Supply
- Engineering & Architecture
- 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH
- 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/OWNER
- 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED,
- 4. ANCHORING AND NAILING NOT IDENTIFIED SHALL COMPLY WITH THE NAILING SCHEDULE
- 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE- DO NOT SCALE
- 4. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (f'm) SHALL BE 1900 PSI
- 5. A MINIMUM OF TWO STUDS SHALL BE INSTALLED ADJACENT TO ALL OPENINGS IN
- 5. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE
- 5. FLASHING SHALL BE PROVIDED PER FIELD CONDITIONS.
- 5. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8''.
- 6. ALL SERVICE UNDER EXISTING OR PROPOSED PAVEMENT SHALL BE INSTALLED IN A MINIMUM 2" PVC SLEEVE.
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- Construction (Other)
- Utilities (Sub)
- Building & Industrial Supply
- Engineering & Architecture
- Legal Services
- Title & Settlement Services
- Landscaping & Lawn Service
- 6. BEAMS OVER MASONRY OPENINGS SHALL HAVE CONTINUOUS TOP AND
- 6. EXTERIOR WOOD FRAME WALL SHALL BE SHEATHED WITH 15/32'' APA SPAN RATED,
- 6. HORIZONTAL REINFORCING SHALL CONFORM WITH ASTM A82-02.
- 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL MASONRY AND
- 7. A 1/2'' DIAMETER x 10'' LONG MINIMUM WEDGE ANCHOR MAY BE USED IN
- 7. EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH 2x4 MEMBERS AT
- 7. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP SPLICES OF 30
- 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS
- 8. ALL PRESSURE TREATED LUMBER SHALL BE SOUTHER YELLOW PINE #2 19% MAX. M/C/ IN
- 8. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.
- 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS
- Concrete & Masonry
- General Contractor
- Site Prep, Grading & Hardscape
- Engineering & Architecture
- 9. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP BETWEEN 8
- 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
- General Contractor
- Engineering & Architecture
- Site Prep, Grading & Hardscape
- Concrete & Masonry
- Electrical
- Plumbing
- HVAC & Climate Control
- Painting & Flooring
- Roofing
- Building & Industrial Supply
- 9. U.N.O PERMITTED OR SPECIFIED, CONCRETE SHALL BE PROPORTIONED AND
- 9. WHERE DRAWING INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Painting & Flooring
- Restoration & Waterproofing
- Roofing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- Cleaning & Janitorial
- Pest Control
- Pressure Washing & Exterior Cleaning
- M. BEDROOM
- General Contractor
- Carpentry & Cabinetry
- Concrete & Masonry
- Drywall & Insulation
- Electrical
- HVAC & Climate Control
- Painting & Flooring
- Plumbing
- Site Prep, Grading & Hardscape
- Building & Industrial Supply
- Real Estate Development
- Engineering & Architecture
- Landscaping & Lawn Service
- M. BEDROOM
- General Contractor
- Carpentry & Cabinetry
- Plumbing
- Electrical
- Painting & Flooring
- Drywall & Insulation
- Building & Industrial Supply
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