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Home My WebLink AboutItem 12 Second Reading of Ordinance for Gardenia Pointe Rezoning. THIS ITEM IS BEING CONTINUED TO APRIL16TH City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: April 2, 2024 Item #: 12 Contact Name: Anoch Whitfield Department Director: Michael Rumer Contact Number: Ext. 1016 City Manager: Robert Frank Subject: Second Reading of Ordinance for Gardenia Pointe Rezoning from Unclassified District and R-1A (Single-Family Dwelling) to PUD (Planned Unit Development District; Project No.RZ-23-02-02. THIS ITEM IS BEING CONTINUED TO THE APRIL 16TH REGULAR CITY COMMISSION MEETING. (Zoning Manager Whitfield) Background Summary: First Reading of Ordinance held on March 5, 2024. Owner/Applicant: The property is owned by the International Church of the Foursquare Gospel, and the applicant is Geoff Summitt, G L Summitt Engineering, Inc. Site Location: The property is located in Commission District 4 on the north side of the FCEN Railroad tracks at the terminus of the unimproved Ocoee Vista Parkway right-of-way. Property Size & Parcel Identification Number: The property consists of four (4) parcels, totaling approximately 37.37 acres, and is assigned parcel ID numbers 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28- 0000-00-128, and 03-22-28-2834-01-201. Existing Site Conditions: The table below summarizes the existing site characteristics of the property. Current Future Land Use Map (FLUM) Designation Current Zoning District Existing Land Use Unique Features/Overlay Districts Low Density Residential & Conservation Unclassified & R- 1A Vacant Karst Features, Type A Soils and Wetlands along the northern half of the property The table below lists the jurisdictions, future land use designations, zoning districts, and existing uses of the surrounding properties. City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Direction Jurisdiction Future Land Use Designation Zoning Existing Land Uses North City of Ocoee Low Density Residential & Conservation R-1A Single-family residential in a portion of the northeast and Prairie Lake along the remainder of the north boundary South City of Ocoee/County Low Density Residential & Conservation City Unclassified & County A-1 Church use & a single-family dwelling East City Low Density Residential Ocoee R-1A & County A-1 Single-family detached subdivision West City Low Density Residential & Conservation PUD-MD Single-family attached (townhome) subdivision Proposed Development: The applicant is requesting a rezoning from Unclassified District and R-1A (single- family Dwelling) to PUD (Planned Unit Development District). Per the proposed Land Use Plan (LUP), the applicant proposes to develop an 84-lot single-family attached (fee simple townhome) residential subdivision at a proposed density of 3.43 units per acre. The proposed development standards are provided in the LUP, specifically on Sheet 5 Overall Site Plan, including standards for parking, building setbacks, impervious surface area, living area, open space, lot coverage, and parks and recreation. Although four (4) parcels are included in the proposed rezoning, per the proposed LUP, the development of the townhome subdivision will be only on the upland area of parcel number 10-22-28-0000-00-003. This development will not encroach into the wetland areas. Consistency with Adopted Comprehensive Plan: The proposed PUD zoning classification and accompanying Land Use Plan for the development of single-family attached residential uses is consistent with the current Low Density Residential and Conservation future land use designations. The property is located within the Wekiva Study Area and contains karst features, Type A soils, and areas with three coincident protected features. As such, the property is subject to the requirement to set aside thirty-five percent (35%) open space, or approximately 13.08 acres. The proposed Land Use Plan proposes to preserve 12.87 acres of wetland area and create 8.25 acres of open space tracts for a total open space area of 56.5% (or approximately 21.12 acres). In addition, approximately 2.03 acres will be wet retention areas. Transportation and Access: Because of the railroad tracks and the wetlands along the north, the site can only be accessed by Ocoee Vista Parkway. Ocoee Vista Parkway currently ends at the Prairie Lake Reserve and Prairie Meadows subdivisions entrances. The City's Ocoee Vista Parkway unimproved right-of-way (ROW) extends to this property's eastern boundary. Development of this proposed subdivision will include the construction (to City standards) of Ocoee Vista Parkway for the length of the unimproved ROW, where the road will then become a private roadway within a private ROW. There will be no vehicular or pedestrian connections or access to Prairie Oaks Court or Prairie Lake Boulevard. Utilities: The Utilities Department has indicated that water and reclaim water are available for this property. Wastewater treatment capacity is available. However, the applicant must schedule a meeting with the Utilities Department to discuss the point of connection to the sanitary sewer. There is an existing drainage, utility, and sidewalk easement on the Prairie Meadows Subdivision Plat that connects the available manhole in Prairie Meadows to Ocoee Vista Parkway. Engineering for utilities will occur at the time of the final subdivision plan review. Stormwater: Stormwater management is proposed to be provided on-site, and engineering of the stormwater facilities will be evaluated at the time of the preliminary subdivision plan review. City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Schools: Orange County Public Schools (OCPS) has provided a Formal School Capacity Determination Letter indicating that OCPS has the available capacity to accommodate the anticipated student demand from this development. School concurrency will need to be satisfied prior to final subdivision plan approval. Recreation and Open Space: Per the proposed Land Use Plan, a minimum of 1.3 acres of active and passive recreation area will be provided, such as playgrounds, athletic fields, other play courts, picnic benches, and trails. In addition to the tot lot, the internal sidewalks will be demarcated to show distances to encourage the use of the sidewalks for exercise purposes. Issue: Should the Honorable Mayor and City Commissioners approve the proposed ordinance for the Rezoning from Unclassified District and R-1A (single-family Dwelling) to PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000-00- 003, 10-22-28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28-2834-01-201? Recommendations: Development Review Committee (DRC) Recommendation: The DRC met on Tuesday, January 2, 2024, to consider this proposed rezoning and, finding no issues, made a recommendation of approval of proposed Rezoning from Unclassified District and R-1A to PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28-2834-01- 201. Planning & Zoning Commission Recommendation: The Planning & Zoning Commission heard this item at its February 13, 2024, public hearing. Discussions and public comments were relative to increased traffic on Clarke Road and Ocoee Vista Parkway, school bus stop and safety, access onto A. D. Mims across the railroad tracks, speeding on Clarke Road, noise from the trains on the railroad, natural resources (wetlands and wildlife), medium density of the development, people cutting through Prairie Lake Reserve and Prairie Meadows, trees between the access road and the railroad, fencing between the proposed development and the railroad, improvements on Clarke Road, and maintenance of the conservation area. Following public comments and discussion, the Planning and Zoning Commission made a recommendation of approval of the proposed Rezoning from Unclassified District and R-1A to PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000- 00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28-2834-01-201. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commissioners approve the proposed ordinance for the Rezoning from Unclassified District and R-1A to PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000-00-003, 10-22- 28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28-2834-01-201. Attachments: 1. Location Map 2. Aerial Map 3. FLU Map 4. Surrounding Zoning Map 5. Gardenia Pointe LUP 6. Rezoning Ordinance - Gardenia Pointe_Updated City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Financial Impacts: N/A Type of Item: Second Reading Public Hearing PRAIRIE LAKE LAKE HACKNEY N Cl ar ke RdA D M im s R d I s o n L n Prairie Lake BlvdDovetail Dr S tric k er D rJohio Shores RdK a l c h C t Hager DrA n d r e C t Stefanshire Ave St one wat er Cir Prairie Oaks CtBrancaster CirMont heat h Ci r Prairie Sage Trl Compass Flower Way S a g e B u s h S tS w itc h G ra s s C irSt Jam es CtGardenia Pointe RezoningLocation Map I PRAIRIE LAKE A D Mims R dPrairie Lake BlvdIson LnDorwood DrCarriage Oak CtStonewater Cir Prairie Oaks CtMi l kweed St Tranquille Oaks Dr Johio Shores RdLog Run Ct I 0 210 420105Feet Gardenia Pointe Rezoning2022 Aerial Map PRAIRIE LAKE LAKE HACKNEY LDR HDR HDR A D Mims Rd I s o n L n Prairie Lake BlvdK a l c h C t Johio Shores RdStefanshire Ave S t o n e w a t e r C i r S w itc h G r a s s C ir Gardenia Pointe RezoningFuture Land Use Map I PRAIRIE LAKE LAKE HACKNEY A D Mims Rd I s o n L n Prairie Lake BlvdK a l c h C t Johio Shores RdStefanshire Ave S t o n e w a t e r C i r S w itc h G r a s s C ir Gardenia Pointe RezoningSurrounding Zoning Map I Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 1 11 Coversheet PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Coversheet Symbols & Abbreviations Boundary Survey Existing Conditions Plan Overall Site Plan Ocoee Vista Pkway Plan General Details Architectural Elevations 1 2 3 4 5 6 7 8-11 RevisedTitleNo. Drawing IndexProject Team Utilities Vicinity Map 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 Owner International Church Of The Foursquare Gospel 2200 A D Mims Rd Ocoee, FL 34761-1900 Ph: Fx: Developer PMDW Ventures, LLC 6 Ambrose Lane South Barrington, IL 60010 Ph: Fx: Surveyor Nieto-Whittaker Surveying LLC 1728 Ronald Reagan Blvd. Longwood, FL 32750 Ph: (407) 636-8460 Fx: (407) 636-8461 Civil Engineer G L Summitt Engineering, Inc. 3667 Simonton Place Lake Mary, FL 32746 Ph: (407) 323-0705 Fx: (407) 992-8650 Landscape Architect Ravensdale Planning & Design, Inc. 3208-C E. Colonial Dr. #294 Orlando, FL 32803 Ph: (407) 647-1213 Fx: Gardenia Pointe Townhomes Land Use Plan City of Ocoee Florida Parcel I.D. # 10-22-28-0000-00-003; 011; 128; 03-22-28-2834-01-201 for by Site 1" = 1,000'STR: 09, 22S, 26E Drinking Water City of Ocoee 1800 A.D. Mims Rd. Ocoee, FL 34761 Ph: (407) 905-3100 Fx: Sanitary Sewer City of Ocoee 1800 A.D. Mims Rd. Ocoee, FL 34761 Ph: (407) 905-3100 Fx: Garbage Disposal City of Ocoee 301 Maguire Road Ocoee, FL 34761 Ph: (407) 905-3170 Fx: Reclaim Water City of Ocoee 1800 A.D. Mims Rd. Ocoee, FL 34761 Ph: (407) 905-3100 Fx: Electric Service Duke Energy 3250 Bonnet Creek Rd, Orlando, FL 32830 Ph: (800) 700-8744 Phone Provider AT&T 1227 S. Division Ave. Orlando, FL 34805 Ph: (407) 351-7100 Cable Provider Spectrum Networks 100 Gordon St. Sanford, FL 32771 Ph: (321) 805-3081 PMDW Ventures, LLC NOTE: 1.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS, FDOT GREEN BOOK, AND THE CITY OF OCOEE ENGINEERING MANUAL, CITY OF OCOEE LAND DEVELOPMENT CODE REGULATIONS & SPECIFICATIONS. Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 2 11 Symbols & Abbreviations PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- WATER & REUSE WATER M 100 LF SAN 8 PVC 0.40% SECTIONHIGHWAYCLASSSECTHWYCLS EXTEND/EXTENSION EXPAND/EXPANSION EXISTING EXCAVATE/EXCAVATION ENDWALL EACH WAY ESTIMATE EASEMENT EQUIVALENT EQUIPMENT EQUAL/EQUATION EDGE OF PAVEMENT ENGINEER(ING) ENCASEMENT ELLIPSE/ELLIPTICAL ELEVATION ELECTRIC ELBOW EASEMENT LINE EXISTING GRADE EFFLUENT EACH FACE ENERGY DISSIPATOR EDGE OF CONCRETE EACH EAST DRIVEWAY DRAWING DRAIN DOWN DROP MANHOLE DISTANCE DISCHARGE DUCTILE IRON PIPE DIMENSION DIAGONAL DIAMETER DUCTILE IRON DESIGN HIGH WATER LEVEL DETAIL DEPARTMENT DEFLECT(ION) DEGREE DOUBLE CYLINDER CUBIC YARD CULVERT CABLE TELEVISION CENTER COATING CONTROL STRUCTURE CONCRETE POWER POLE COUPLING CORNER COORDINATE(S) CONTINUOUS CONSTRUCT(ION) CONNECTION CONCRETE COMPLETE COLUMN CLEANOUT COUNTY CONDUIT CORRUGATED METAL PIPE ARCH CORRUGATED METAL PIPE CONCRETE MONUMENT EXT EXP EXIST EXC EWL EW EST ESMT EQUIV EQUIP EQ EOP ENG ENC ELLIP ELEV ELEC ELB E/L EG EFF EF ED EC EA E DWY DWG DRN DN DMH DIST DISCH DIP DIM DIAG DIA DI DHWL DET DEPT DEFL DEG OR ° DBL CYL CY CULV CTV CTR CTG CS CPP CPLG COR COORD CONT CONST CONN CONC COMP COL CO CO. CND CMPA CMP CM 2221 16 15 NORTHNORTH 8 8 8 8 8 8" MISC. TREE 8" PALM TREE 8" PINE TREE 8" OAK TREE 8" MAPLE TREE DIRT ROAD BRICK PAVERS 99.50 SPOT ELEVATION HANDICAP PARKING GUY WIRE SATALITE DISH TRANSFORMER TRAFFIC SIGNAL POLE RR CROSSING GATE R R RR CROSSING SIGN DUMPSTER MW MONITORING WELL W WELL E T ELECTRIC BOX / TELEPHONE RISER T TELEPHONE MANHOLE E ELECTRIC MANHOLE CONCRETE UTILITY POLE SET 4x4 CM RECOVERED IRON ROD SET IRON ROD CONCRETE LIGHT POLE LIGHT POLE B FP BACKFLOW PREVENTOR REUSE WATER MAINRM DYH WV FDOT TYPE 1 INLET FDOT TYPE 2 INLET FDOT TYPE 3 INLET FDOT TYPE 4 INLET FDOT TYPE 5 INLETFDOT TYPE 6 INLET DELTA AT AND YEAR YARD WELDED WIRE MESH WELDED WIRE FABRIC WATER VALVE WEIGHT WET SEASON WATER TABLE WATER SURFACE WOOD POWER POLE WATER/WEATHER PROOF WITHOUT WATER MAIN WITH WEST VERTICAL POINT OF TANGENCY VERTICAL POINT OF INTERSECTION VERTICAL POINT OF CURVE VERTICAL VITRIFIED CLAY PIPE VERTICAL CURVE VALVE BOX UNDERGROUND TELEPHONE CABLE UNLESS OTHERWISE NOTED UNDERGROUND UNDERDRAIN TYPICAL TOWNSHIP TOP OF SLOPE TOTAL TOE OF SLOPE TOP OF CURB TOP OF BANK TERMINAL LAMPHOLE TEMPORARY TECHNICIAN/TECHNICAL TOTAL DYNAMIC HEAD TRENCH DRAIN TIME OF CONCENTRATION TEMPORARY BENCH MARK TOP AND BOTTOM TURFBLOCK TANGENT SYSTEM SYMMETRICAL SYMBOL(S) SIDEWALK SOUTHWEST SERVICE SUSPEND/SUSPENSION SUPPORT STORM SEWER STRUCTURE STEEL STANDARD STATION STREET STAINLESS STEEL STATE ROAD SQUARE YARD(S) SQUARE FOOT/FEET SQUARE INCH(ES) SQUARE SPECIFICATION(S) SHEET METAL SLOPE SETBACK LINE SIMILAR SEASONAL HIGH GROUND WATER TABLE SHEET OVERHEAD OVERFLOW OUTFALL STRUCTURE OVAL REINFORCED CONCRETE PIPE OPPOSITE OPENING OR EQUAL OUTSIDE DIAMETER ON CENTER NORMAL WATER LEVEL NORTHWEST NOT TO SCALE NOMINAL NUMBER NOT IN CONTRACT NATURAL GROUND NORTHEAST NAIL AND CAP NOT APPLICABLE NORTH MOUNTING MEAN SEA LEVEL MILES PER HOUR MONUMENT MEAN LOW WATER LEVEL METAL LIGHT POLE MECHANICAL JOINT MISCELLANEOUS MINIMUM MEAN HIGH WATER LEVEL MANHOLE COVER MANHOLE MILLION GALLONS PER DAY MANUFACTURER MITERED END MECHANICAL MAXIMUM MATERIAL MAINTENANCE LOW WATER LEVEL LEFT LONG LIGHT POLE LIMIT(S) LONG LINEAR FEET/FOOT POUND LATERAL LATITUDE LENGTH JOINT JOIST JUNCTION JUNCTION BOX INVERT INTERSECT/INTERSECTION IRON ROD IRON PIPE INSTALL INSERT INLET INCHES INSIDE FACE INSIDE DIAMETER INTERSECTION ANGLE INTERSTATE HIGHWAY HYDRAULIC @ & YR YD WWM WWF WV WT WSWT WS WPP WP W/O WM W/ W VPT VPI VPC VERT VCP VC VB UTC UON UG UD TYP TWP TS TOT TOS TOC TOB TL TEMP TECH TDH TD TC TBM T&B TB T SYS SYMM SYM SWK SW SVC SUSP SUP STS STR STL STD STA ST SS SR SQ YD SQ FT SQ IN SQ SPEC SM SL S/L SIM SHGWT SH OVHD OVFL OS ORCP OPP OPNG OE OD OC NWL NW NTS NOM NO OR # NIC NG NE N&C NA N MTG MSL MPH MON MLWL MLP MJ MISC MIN MHWL MHC MH MGD MFR ME MECH MAX MATL MAINT LWL LT LONG LP LIM LG LF LB LATL LAT L JT JST JCT JB INV INT IR IP INST INS INL IN IF ID IA I-4 HYD EDGE OF PAVEMENT W/O CURB W/CURB EDGE OF PAVEMENT GUY POLEBENCHMARK RECOVERED 4x4 CM CONCRETE COUNTY ROADS INTERSTATE ROADS WOOD AND/OR METAL MISCELLANEOUS SIGN SECTION CORNER STATE ROADS 520 YARD LIGHT WOOD UTILITY POLE 95 50 HIGHWAY & UTILITIES D STORM DRAIN STORM SEWER MANHOLE MITERED END STORM INLET WATER METER WATER MAIN 6" PVC PIPE WATER VALVE FIRE HYDRANT 6"WM WATER & REUSE WATER ABBREVIATIONS BFP BACKFLOW PREVENTER CLEAR/CLEARANCE CONCRETE LIGHT POLE CENTER LINE CONSTRUCTION JOINT CAST IRON PIPE CAST IRON CURB AND GUTTER CUBIC FEET PER SECOND CUBIC FEET PER MINUTE CUBIC FEET CEMENT CENTER TO CENTER CATCH BASIN CAPACITY BUTTERFLY VALVE BOTTOM OF SLOPE BEARING BOTTOM BACK OF CURB BLOWOFF BOUNDARY BENCH MARK BOULEVARD BUILDING BASELINE AZIMUTH AVERAGE AVENUE ASSEMBLY ASPHALT AIR RELEASE VACUUM VALVE AIR RELEASE VALVE APPROXIMATE AMPERE(S) BEFORE NOON ALTERNATE ALUMINUM AVERAGE DAILY TRAFFIC ADDITIONAL ASBESTOS CEMENT PIPE ACRE FOOT/FEET ACRE(S) ABANDON(ED) ANCHOR BOLT AREA CLR CLP C/L CJ CIP CI C&G CFS CFM CF CEM CC CB CAP BV BS BRG BOT BOC BO BND BM BLVD BLDG BL AZ AVG AVE ASSY ASPH ARVV ARV APPROX AMP AM ALT AL ADT ADDL ACP AC-FT AC ABD AB A PROFILE GRADE POINTPFGP FM CABLE TELEVISION UNDERGROUNDCTV UGT UE GAS OVERHEAD TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TELEPHONE 80 L 81 BUILDING LINE CONTOURS WOOD FENCE RAILROAD TRACKS GAS MAIN UNDERGROUND HIGH DENSITY POLYETHYLENEHDPE SECONDS SOUTHEAST SHELF DRAIN SIDE DRAIN SCHEDULE SPLASH BLOCK SANITARY SEWER SOUTH REUSE WATER MAIN RIGHT-OF-WAY RELIEF VALVE RIGHT RAILROAD REVOLUTIONS PER MINUTE REVISE/REVISION REQUIRED REINFORCE(D) REFERENCE REDUCER ROADWAY ROAD REINFORCED CONCRETE PIPE ARCH REINFORCED CONCRETE PIPE RADIUS FLOW RATE POWER PAVEMENT POLYVINYL CHLORIDE POINT OF TANGENCY POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POINT OF REVERSE VERTICAL CURVE PROPOSED PROJECT PRESSURE POINT OF REVERSE CURVATURE PHONE RISER POWER POLE PUSH ON JOINT POINT OF BEGINNING PROPERTY LINE POINT OF INTERSECTION POLYETHYLENE PIPE POINT OF COMPOUND CURVATURE POINT OF CURVATURE HIGH WATER LEVEL HEADWALL HEIGHT HOUR HORSEPOWER HORIZONTAL HARDWARE HOSE BIBB GROUND WATER TABLE GUY WIRE GATE VALVE AND BOX GATE VALVE GALVANIZED STEEL PIPE GROUND/GRADE GUARD RAIL GALLONS PER SECOND GALLONS PER MINUTE GALLONS PER HOUR GALLONS PER DAY GAS MAIN GALVANIZED GALLON GAUGE FOOTING FEET/FOOT FEET PER SECOND FEET PER MINUTE FEET PER HOUR FOUND FORCE MAIN FLANGE FLEXIBLE FLOOR FENCE LINE FITTING FINISHED FIGURE FURNISH AND INSTALL FIRE HYDRANT FINISHED GRADE FINISHED FLOOR OF TRANSPORTATION FLORIDA DEPARTMENT FOUNDATION FLOOR DRAIN FRAME AND COVER SEC SE SDN SD SCH SB SAN S RWM R/W RV RT RR RPM REV REQD REINF REF RED RDY RD RCPA RCP R Q PWR PVMT PVC PT PSI PSF PRVC PROP PROJ PRESS PRC PR PP POJ POB P/L PI PEP PCC PC HWL HW HT HR HP HORIZ HDW HB GWT GW GV&B GV GSP GRD GR GPS GPM GPH GPD GM GALV GAL GA FTG FT FPS FPM FPH FND FM FLG FLEX FLR FL FIT FIN FIG F&I FH FG FF FDOT FDN FD F&C S S SANITARY SEWER LINE CLEANOUT FORCE MAIN MANHOLE SANITARY LINES CHAIN LINK FENCE CENTER LINE WIRE FENCE EASEMENT GUARDRAIL EXISTING PLATS RETAINING WALL RIGHT-OF-WAY LINE SHORELINE SWALE x x R/W C x EXISTING SYMBOLS UNDERDRAIN CEANOUT RECLAIMED WATER MAINRM 2 24 901 24 901 21 16 15 22 CHECK VALVE WATER SERVICE DOUBLE REUSE TYPE A FF=98.76 PREVENTER BACKFLOW SP REUSE WATER SYSTEM CONNECTION SAMPLE POINT CROSS SECTION DETAIL SERVICE SERVICE 100 LINEAR FEET PAVEMENT MARKING MIAMI CURB TYPE F CURB & GUTTER BLDG OR STRUCTURE W/ FHA LOT TYPE 50 95 SILT FENCE TRAFFIC FLOW UTILITY POLE 520 STATE ROADS SECTION CORNER SIGNS LIGHT POLE INTERSTATE ROADS HANDICAP PARKING GUY POLE FINISHED FLOOR ELEVATION DUMPSTER PAD DETAIL REFERENCE COUNTY ROADS CONCRETE BOUND CORNER STORM INLET HIGHWAY & UTILITIES SANITARY WM TEE REDUCER METER FIRE HYDRANT GATE VALVE DOUBLE WATER CHECK VALVE DOUBLE DETECTOR CROSS BLOWOFF 90° BEND 45° BEND 22 1/2° BEND 11 1/2° BEND WATER MAIN FM MANHOLE FORCE MAIN DOUBLE SANITARY CLEANOUT PIPE @ 0.40% SLOPE SANITARY 8" PVC TREE LINE SWALE SHORELINE C 80 SETBACK P/L R/W FOR POND SIDE SLOPE TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 100 LF STS 24 RCP @ 0.20% SPOT ELEVATION SLOPE DIRECTION ARROW MITERED END SECTION MANHOLE FDOT INLET FDOT INLET FDOT INLET FDOT INLET FDOT INLET FDOT INLET DRAINAGE FLOW DIRECTION UNDERDRAIN 6" PVC PIPE PIPE @ 0.20% 24" REINFORCED CONCRETE 100 LINEAR FEET STORM PIPE STORM DRAINLINES 81 xx SETBACK LINE RIGHT-OF-WAY LINE RETAINING WALL PROPERTY LINE LOT LINE GUARDRAIL EASEMENT CONTOUR CHAIN LINK FENCE CENTER LINE CONSERVATION BOUNDARY FENCE PROPOSED SYMBOLS 100.00 SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 4 11 Existing Condtions PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 47 47 47 47 47 46 46 46 46 46 46 46 46 46 46 46 46 46 46 2 3 3 3 3 3 3 3 3 3 3 3 3 99 34 20 20 20 20 20 SOILS LEGEND: USGS SOILS LINE ARCHBOLD FINE SANDS 0 TO 5% SLOPES BASINGER FINE SANDS 0 TO 1% SLOPES PONDED IMMOKALEE FINE SANDS POMELLO FINE SANDS 0 TO 5% SLOPES TAVARES FINE SANDS 0 TO 5% SLOPES TAVARES-MILLHOPPER FINE SANDS 0 TO 5% SLOPES WATER 2 3 20 34 46 47 99 FLUCCS LEGEND: FLUCCS LINE LOW DENSITY RESIDENTIAL <2 DU/AC RUAL RESIDENTIAL 1 DU/2AC OR MORE MEDIUM DENSITY RESIDENTIAL 2>5 DU/AC HIGH DENSITY RESIDENTIAL >6 DU/AC INSTITUTIONAL HERBACEOUS (DRY PRAIRIE) UPLAND MIXED (NONFORESTED) UPLAND MIXED (CONIFEROUS/HARDWOOD) LAKES FRESHWATER MARSHES MIXED SCRUB/SHRUB WETLANDS 1700 1180 1200 FEMA FIRM LEGEND: FEMA FIRM LINE AREAS BELOW 100 YR. FLOOD PLAIN (84.9 NAVD) AREAS OUTSIDE 100 YR. FLOOD PLAIN ZONE 'AE' ZONE 'X' 1700 1700 1700 1700 1700 4200 4200 4200 42004200 3100 3100 3100 3100 31003100 3100 1180 1180 1180 1180 1180 1180 1180 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 6410 6410 6410 6410 6460 6460 6460 6460 6460 5200 5200 5200 5200 5200 5200 5200 5200 5200 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 1300 1300 1300 1300 13001300 1300 1200 1200 1200 1200 1100 1100 1200 1200 1200 1200 1200 1200 1100 1300 1700 3100 3300 4340 5200 6410 6460 FLAGGED WETLAND LINE FLAGGED WETLAND LINE FLAGGED WETLAND LINE FLAGGED WETLAND LINE FLAGGED WETLAND LINE 25.0' WETLAND BUFFER 25.0' WETLAND BUFFER 34.8' WETLAND BUFFER FLAGGED WETLAND LINE 25.0' WETLAND BUFFER 25.0' WETLAND BUFFER ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) WRA-1 WRA-1 WRA-2 WRA-2 WRA-2 WRA-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-2 OS-2 OS-2 OS-2OS-2OS-2OS-2WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-1 OS-1 10 space s 10 space s 10 space s 10 spac e s 10 spa c e s 6 spac e s6 spaces8 spaces1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30313233 3435363738 394041424344 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 5 11 Overall Site Plan PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0100 100 200 40050 SITE DATA: Parcel I.D. #:09-22-26-1100-0580-0001; 0000 Property FLU:Low Density Residential Property Zoning:A (existing), PD (proposed) Gross Land Area: 37.37 acres Wetland Area: 12.87 acres Prairie Lake: 6.51 acres Gross Developable Area: 24.50 acres Net Developable Area: 24.50 acres Stormwater Management Area: 2.03 acres Right-of-Way Area: 3.18 acres Offsite Right-of-Way Dedication: 0.00 acres Public Open Space Tracts: 8.25 acres Proposed Residential Units:84 Single-Family Attached Lots Net Residential Density:3.43 dwelling units/Net Developable Acre Minimum Living Area:1,400 sqft. (Heated/cooled space) Maximum Building Height:Two Stories, 35' Minimum Lot Width:20' (Internal Block); 24' (External Block) Minimum Lot Depth:N/A Minimum Lot Size:2,000 (Attached) Maximum Lot Coverage:80% Minimum Open Space %:25% Setbacks: 20' Internal Block Lots: Front:25' Side:0.0' (Interior); 3.0' (End-Unit) Rear:17' Rear Porch:7.5' 24' External Block Lots: Front:20' Side:0.0' (Interior); 3.0' (End-Unit) Rear:17' Rear Porch:7.5' Open Space Requirements: Open Space Required: 24.50ac. * .25 = 6.13 acres (required) Open Space Provided: Tract OS-1:4.54 acres Tract OS-2:.78 acres Tract OS-3:2.93 acres Tract WRA-1:1.25 acres Tract WRA-2:0.78 acres Total: 10.28 acres (6.13 required) Major Street Setbacks: CSX Railway.25' (setback from right-of-way line) Additional Notes: 1.Billboards and pole signs shall be prohibited. 2.There is no proposed 100 yr. Flood Plain encroachment and the property is in Zone 'X' & 'AE' areas inside/outside of the 100 yr. flood plain. 3.A Homeowner's Association will be created for maintenance and ownership of common area tracts as reflected in the tract table. 4.Fire Protection will be provided by City of Ocoee in accordance with the 2018 Florida Fire Prevention Code. 5.The project will be constructed in a single phase. 6.All units will be sprinkled for fire protection purposes. 7.A Minimum of 1.3 acres of active and passive recreation (i.e. playgrounds, athletic fields, other play courts, picnic benches, trails, etc.). 8.In addition to the tot lots the internal sidewalks will be demarcated to show distance to encourage use for exercise. Off-Street Parking: Required Parking: 2.0 spaces per Unit (for Single-Family Detached): (84 units x 2.0 spaces/unit) = 168 Total Required Parking: 168 Provided Parking: Guest Parking: 70 spaces Units with 1-Space Garage:33 spaces Units with 2-Space Garage:51 spaces Driveway Parking Space:84 spaces Total Parking Provided: 289 spaces Phasing: This project is to be developed in one phases. Traffic: Single-Family Residential:84 d.u. * 9.57 trip/d.u. = 804 A.D.T. Stormwater Management: The project will meet the requirements of City of Ocoee Land Development Code and the St. Johns River Water Management District. School Age Population: 84 d.u. * .350 children/unit = 29 children Needed Fire Flow (NFF): (Based on FFPC 2018 7th Edition Chapter 18 & Annex I) Single-Family (less than 5,000 sqft.):1,000 gpm Single-Family (more than 5,000 sqft.):Per Table 18.4.5.2.1 Water, Sewer and Solid Waste Demand: Water Demand: 84 Units * 350 gallons/day = 29,400 gallons/day Sewer Demand: 84 Units * 300 gallons/day = 25,200 gallons/day Solid Waste Demand: 84 Units * 2.6 persons/unit * 4.3 Lb./person/day = 939 Lb/day FUTURE LAND USE: RESIDENTIAL ZONING: R-1A EXISTING USE: Single-Family FUTURE LAND USE: RESIDENTIALZONING: R-1AEXISTING USE: SINGLE-FAMILYFUTU R E L A N D U S E : A G ZONI N G : A - 1 EXIS T I N G U S E : I N T E R N A T I O N A L C H U R C H OF T H E F O U R S Q U A R E FUTURE LAND USE: RESIDENTIALZONING: PUD-MDEXISTING USE: TOWNHOMESA D MIMS RD.A D MIMS RD. WETLAND LINE 25.0' WETLAND BUFFER 25.0' WETLAND BUFFER UPLAND TRACT UPLAND TRACT UPLAND TRACT PRAIRIE LAKE PRAIRIE LAKE PRAIRIE LAKE PRAIRIE LAKE EAGLE'S NEST R330.0' EAGLE'S NEST SETBACK WETLAND LINE WETLAND LINE WETLAND LINE WETLAND LINE CSX RIG H T - O F - W A Y CSX RI G H T- OF- W A YFUTURE LAND USE: RESIDENTIALZONING: PUD-MDEXISTING USE: TOWNHOMESRETENTION POND RETENTION POND OPEN SPACE OPEN SPACE OPEN SP A C E WETLAND LINE WETLAND LINE POND TRACT LIMITS POND TRACT LIMITS TRACT LIMITS FOR OS-1 TRACT LIMITS FOR OS-3 AMENITY CENTER SAGE B U S H S T R E E T R/W VA R I E S P E R P B 1 0 5 P G 5 0 (ASPHA L T )MILKWEED STREET32' R/W PER PB 105 PG 50 (ASPHALT)PRAIRIE ME A D O WS W A Y R/W V ARIES PER P B 105 P G 50(ASP H ALT) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T )SWITCH GRASS C IRCLER/W VAR IES PER PB 69 PG 50 (ASPHALT ) SAGE B U S H S T R E E T R/W VA R I E S P E R P B 1 0 5 P G 5 0 (ASPHA L T )MILKWEED STREET32' R/W PER PB 105 PG 50 (ASPHALT)PRAIRIE ME A D O WS W A Y R/W V ARIES PER P B 105 P G 50(ASP H ALT) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T )SWITCH GRASS C IRCLER/W VAR IES PER PB 69 PG 50 (ASPHALT ) WRA-1 OS-1 OS-1 OS-1 OS-1 OS-2 OS-28 spaces1 2 3 4 5 6 7 8 9 10 11 12 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 6 11 Ocoee Vista Parkway Extension PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0100 100 200 40050 A D MI M S R D . CSX RIG H T - O F - W A Y A D MI M S R D . CSX RIG H T - O F - W A Y CSX RIG H T - O F - W A Y OCOEE V I S T A P K W Y FUTURE LAND USE: RESIDENTIALZONING: PUD-MDEXISTING USE: TOWNHOMESFUTURE L A N D U S E : R E S I D E N T I A L ZONING : P U D - M D EXISTIN G U S E : T O W N H O M E S OCOEE V I S T A P K W YOCOEE VISTA PKWY EXISTING END OF PAVEMENT OF OCOEE VISTA PKWY 50.0' ROW TRACT D PB 69 PG. 63 6.0' SIDEWALK 24.0' PAVEMENT 6.0' SIDEWALK TRACT D RIGHT-OF-WAY LINE TRACT D RIGHT-OF-WAY LINE R150.0 TRACT D RIGHT-OF-WAY LINE 24.0' PAVEMENT 6.0' SIDEWALK Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 7 11 General Details PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- TYPICAL 50' ROW ROADWAY CROSS SECTION DETAIL100 -R.O.W.SIDEWALK 1.5' DRIVE ISLE 12' CL DRIVE ISLE 12'1.5'R.O.W.LANDSCAPE 5.5' 25' 50' 25'UTILITY EASEMENT10' UTILITY/ SIDEWALK EASEMENT 10' UTILITY/ SIDEWALK EASEMENT N.T.S. 5.5' LANDSCAPE SIDEWALK NOTE: ALL FILL PLACED WITHIN THE PROPOSED RIGHT-OF-WAYS SHALL BE COMPRISED CLEAN FINE SANDS WITH A REMOLDED PERMEABILITY OF 8 FEET PER DAY OR GREATER WHEN COMPACTED TO A DENSITY OF 91 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557). THE FILL MATERIAL SHALL HAVE A MAXIMUM FINES CONTENT OF 3 PERCENT PASSING THE U.S. NO. 200 SIEVE. CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD RATE WILL BE AT 1% WHICH IS SUFFICIENT TO COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING 2% 6'6' 2.0" TYPE SP9.5 ASPHALT 8" CRUSHED CONCRETE BASE MIN 98% STANDARD PROCTOR DRY (T-180) DENSITY. MIN. LBR 160 12" STABILIZED SUBGRADE LBR 40 OR FBV 75 AND COMPACT TO 98% PER AASHTO T-180 2%2% 1.5' CURB & GUTTER TYPE 'F' CURB 1.5' CURB & GUTTER TYPE 'F' CURB 2% FRONT 101 -N.T.S. INTERIOR 20' TOWNHOME LAYOUT PLAN 23'20' 100' 25' FRONT SETBACK 6' SIDEWALK 20' BUILDING SEPARATION 6' SIDEWALK 20' MAIN STREET SIDE STREET23' 17' REAR SETBACK N.T.S. STANDARD SIDEWALK DETAIL103 - 5' S/W 2" TYP.4"-6"CONCRETE WALK AT 4,000 PSI WOOD FLOAT FINISH. SAW CUT CONTRACTION JOINTS AT 5' O.C. MIN. EXPANSION JOINT AT 20' O.C. MIN COMPACTED SUBGRADE NOTE: ALL SIDEWALK TO BE CONSTRUCTED AS PART OF INFRASTRUCTURE & SHALL BE 6" THICK ACROSS DRIVEWAYS OR POND ACCESS POINTS 104 - FDOT TYPE 'F-MOD' CURB N.T.S.1/4"3" R COMPACTED 6"STABILIZED6"6"8"6"SUBBASE SUBGRADE PAVEMENT 71/2"BASE 1' -0" 2" R 12"6"12" N.T.S. STOP SIGN, STOP BAR & CROSSWALK107 - DOUBLE YELLOW PLASTIC STOP BAR 24" WHITE THERMO-50'4" 4"4" 6' STOP SIGN 30" HI INTENSITY 5' CONCRETE SIDEWALK 4' 6' RADIUS CENTER OF N.T.S. 106 - TRUNCATED DOME DETAIL WHITE STRIPE 12" SOLID 3 DRY RETENTION POND CROSS SECTION105 -N.T.S. POND BOTTOM 1 4 ELEV. A ELEV. B SEED & MULCH POND BOTTOM1 4 1 4DRAINAGE TRACT LIMITS1 4 DRAINAGE TRACT LIMITSSEE GRADING PLAN SLOPE TO BE SODDED SLOPES TO BE SODDED SLOPE TO BE SODDED BOTTOM WIDTH VARIES TOP WIDTH VARIES5' POND BERM 5' POND BERM 25yr.24hr. ELEV. = ELEV. 'E' 100yr.24hr. ELEV. = ELEV. 'G'ELEV. A FRONT 102 -N.T.S. EXTERIOR 24' TOWNHOME LAYOUT PLAN 27'24' 100' 20' FRONT SETBACK 6' SIDEWALK 20' BUILDING SEPARATION 6' SIDEWALK 24' MAIN STREET SIDE STREET27' 17' REAR SETBACK OPTIONAL 8' LANAI MIN. 7.5' SETBACK OPTIONAL 8' LANAI MIN. 7.5' SETBACK Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 8 11 Architectural Elevations 1 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 9 11 Architectural Elevations 2 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 10 11 Architectural Elevations 3 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 11 11 Architectural Elevations 4 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ORDINANCE NO. 2024- (Rezoning Ordinance for Gardenia Pointe) TAX PARCEL ID: 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128 and 03-22-28-2834-01-201 CASE NO. RZ-23-02-02: Gardenia Pointe AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION FROM UNCLASSIFIED AND R-1A (SINGLE FAMILY DWELLING DISTRICT) TO PUD (PLANNED UNIT DEVELOPMENT DISTRICT) ON CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY 37.37 ACRES LOCATED ON THE NORTH SIDE OF THE FCEN RAILROAD TRACKS AT THE TERMINUS OF THE UNIMPROVED OCOEE VISTA PARKWAY RIGHT-OF-WAY AND ASSIGNED PARCEL IDENTIFICATION NUMBERS 10-22-28-0000- 00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128 AND 03-22-28-2834-01- 201; FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; PREVAILING IN THE EVENT OF ANY INCONSISTENCY; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owner (the “Applicant”) of certain real property located within the corporate limits of the City of Ocoee, Florida, as hereinafter described, has submitted an application to the City Commission of the City of Ocoee, Florida (the “Ocoee City Commission”) to rezone said real property (the “Rezoning”); and WHEREAS, the Applicant seeks to rezone certain real property containing approximately 37.37 acres, more particularly described in Exhibit “A” attached hereto and by this reference made a part hereof, from Unclassified and R-1A to PUD; and WHEREAS, pursuant to Section 5-9(B) of Article V of the Land Development Code of the City of Ocoee, Florida (the “Ocoee City Code”), the City Development Services Director has reviewed said Rezoning application and determined that the Rezoning is consistent with the City of Ocoee Comprehensive Plan as set forth in Ordinance No. 91-28, adopted September 18, 1991, as amended (the “Ocoee Comprehensive Plan”); and WHEREAS, said Rezoning application was scheduled for review and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the “Planning and Zoning Commission”), acting as the Local Planning Agency; and WHEREAS, on February 13, 2024, the Planning and Zoning Commission held a public hearing and reviewed said Rezoning application for consistency with the Ocoee Comprehensive Plan and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan and is in the best interest of the City, and recommended to the Ocoee City Commission that the zoning classification of said real property be rezoned as requested by the Applicant and that the Ocoee City Commission find that the Rezoning requested by the Applicant to be consistent with the Ocoee Comprehensive Plan; and WHEREAS, on April 16, 2024, the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Rezoning of said real property and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in accordance with the procedures set forth in Section 166.041(3)(a), Florida Statutes. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. REZONING. The zoning classification, as defined in the Ocoee City Code, of the Property described in Exhibit “A” containing approximately 37.37 acres located within the corporate limits of the City of Ocoee, Florida, is hereby changed from Unclassified and R-1A to PUD. A map of said land herein described which clearly shows the area of the Rezoning is attached hereto as Exhibit “B” and by this reference is made a part hereof. SECTION 3. COMPREHENSIVE PLAN. The Ocoee City Commission hereby finds the Rezoning of the land described in this Ordinance to be consistent with the Ocoee Comprehensive Plan. SECTION 4. ZONING MAP. The City Clerk is hereby authorized and directed to revise the Official Zoning Map of the City of Ocoee in order to incorporate the Rezoning enacted by this Ordinance, and the Mayor and City Clerk are hereby authorized to execute said revised Official Zoning Map in accordance with the provisions of Section 5-1(G) of Article V of the Ocoee City Code. SECTION 5. CONFLICTING ORDINANCES. This ordinance prevails in the event of any inconsistency with all ordinances or parts of ordinances in conflict herewith. SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this _____ day of ______________, 2024. ATTEST: Melanie Sibbitt, City Clerk (SEAL) APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this ______ day of ______________, 2024. FISHBACK DOMINICK By: City Attorney ADVERTISED _________________, 2024 READ FIRST TIME ____________, 2024. READ SECOND TIME AND ADOPTED ______________________________, 2024. UNDER AGENDA ITEM NO. _____ EXHIBIT “A” LEGAL DESCRIPTION 1. PARCEL ID NO.: 10-22-28-0000-00-003 SW1/4 OF NW1/4 (LESS THAT PART LYING S OF ACL RR) OF SEC 10-22-28 2. PARCEL ID NO.: 10-22-28-0000-00-011 W1/8 OF SE1/4 OF NW1/4 LYING N OF SEABOARD COASTLINE R/R & FLORIDA CENTRAL R/R IN SEC 10-22-28 3. PARCEL ID NO.: 10-22-28-0000-00-128 E1/2 OF W1/4 OF SE1/4 OF NW1/4 LYING N OF SCL RR IN SEC 10-22-28 4. PARCEL ID NO.: 03-22-28-2834-01-201 FOREST OAKS UNIT 1 13/84 BEG AT N COR OF LOT 120 TH S 18 DEG E 135 FT S 71 DEG W 44.77 FT N 142.33 FT TO POB EXHIBIT “B”