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Home My WebLink AboutItem 14 Howard Meadows Large Scale Preliminary Subdivision Plan (PSP) LS-2023-016Meeting Date: September 19, 2023 Item #: 14 Contact Name: Anoch Whitfield Department Director: Michael Rumer Contact Number: Ext. 1016 City Manager: Robert Frank Subject: Howard Meadows Large Scale Preliminary Subdivision Plan (PSP) LS-2023- 016. (Zoning Manager Whitfield) Background Summary: Owner/Applicant: Winston Moxey General Location: The property is located at 8708 A. D. Mims Road, in Commission District 4 - Ages Dart, on the south side of A. D. Mims,beginning approximately 160 feet west of Prairie Lake Boulevard. Property Size and Parcel ID No.: The property contains approximately 2.25 acres and is assigned parcel ID number 10-22-28-0000-00-133. Existina Site Conditions: The property is currently vacant with minimal trees and shrubs. The property was recently annexed into the City and rezoned from Orange County A-1 to City R-1AA on January 17, 2023. The table below summarizes the existing conditions of the property. Current Future Land Current Zoning Existing Land Use Overlays/Unique Use (FLU) Map Features Designation Low Density R-1AA Vacant N/A Residential The property is surrounded by the following: Direction Jurisdiction JPA FLUM Zoning Existing Land Use Designation North County (Northwest) & City Low Density A-1 & R-1 A Single family (Northeast) Residential residential South County Low Density County A-1 Single family Residential residential East County Low Density County A-1 Single family Residential residential West County Low Density County A-1 Single family Residential residential City of • •e- a • • _ • t__ Florida 34761 • - (4 90 1i • •-- • a Page 181 of 193 Proposed Site Conditions: The table below summarizes the proposed development on the subject property. Proposed FLUM Proposed Zoning Proposed Use Proposed Development Standards Designation N/A (Site remains N/A (Site remains Single family Development of each lot will be LDR) R-1AA) homes reviewed on a lot -by -lot basis for consistency with the R-1AA zoning standards and Arbor Code. Based on the applicant's conversation with the Orange County Health Department, the applicant attests that development of the subdivision at four (4) lots per acre satisfies the Statutory requirement of quarter (1/4) acre lots for purposes of septic separation requirements. Transportation and Access: The parent tract is accessed by A. D. Mims Road; however, the new lots will be accessed by a new public roadway. The adopted level of service (LOS) standard for A. D. Mims Road, from Sandy Cove/Wurst Road to Apopka Vineland Road, is E, and as of 2020, the operating LOS was C, with a volume over capacity (V/C) ratio of less than 0.5. Utilities: Water service will be provided by the City; however, sanitary services will be provided via private septic systems. Final engineering of the water service shall be at time of Final Subdivision Plan. Stormwater: Final engineering and permitting of the stormwater facility will be at time of Final Subdivision Plan. Schools: With the proposed six (6) dwelling single-family dwelling units, development of the subdivision is considered de minimis per the Interlocal Agreement (ILA) with the Orange County School District. Issue: Should the Honorable Mayor and City Commissioners approve the proposed Howard Meadows Preliminary Subdivision Plan for a 6-lot residential subdivision located at 8708 A. D. Mims Road, assigned parcel ID number 10-22-28-0000-00-133? Recommendations: Development Review Committee Recommendation: The DRC met on Tuesday, August 1, 2023, to review and consider the proposed 6-lot residential subdivision. The DRC discussed the outstanding staff comments relative to the minimum lot size (at time of final engineering and permitting) needed to accommodate a private septic system on each lot, continuation of the utility easement along all lot fronts, relocation of the water line from within the lots to within the ROW between the sidewalk and roadway, creation of open space tracts between Lots 1 and 6, lot tree selection shall be from the Arbor Code, and the radius of the cul-de-sac. The applicant and engineer concurred with staff comments and will submit revised plans. After discussion, the DRC made a recommendation of approval subject to all outstanding comments being addressed in the revised Preliminary Subdivision Plan. Planning and Zoning Commission Recommendation: The Planning & Zoning Commission considered the proposed Preliminary Subdivision Plan at its August 8, 2023 public hearing and made a recommendation of approval subject to the outstanding DRC comments being addressed in a revised Subdivision Plan. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commissioners approve the proposed Howard Meadows Large -Scale Preliminary Subdivision Plan for a 6-lot residential subdivision located at 8708 A. D. City of • •_- • • Avenue - • •-- Florida 34761 Page 182 of 193 Mims Road, assigned parcel ID number 10-22-28-0000-00-133, subject to all outstanding DRC comments being addressed in a revised Preliminary Subdivision Plan. Attachments: 1. Location Map 2. Aerial Map 3. Zoning Map 4. FLU Map 5. PSP Plans Financial Impacts: No financial impact anticipated. Type of Item: Public Hearing C City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761 Phone: (407) 905-3100 - www.ocoee.org Page 183 of 193 Howard Meadows - Preliminary Subdivision Plan Location Map U anOr A�eri—ue Page 184 of 193 Howard Meadows - Preliminary Subdivision Plan Aerial Map Page 185 of 193 Howard Meadows - Preliminary Subdivision Plan fID,,d Development Services Department 0 125 250 500 Feet Created: July 2023 aSubject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) FME Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) ,m Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) „� Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) rig Unclassified Surrounding Zoning Map tA A-1� RAA A Mim rc'r TFIP.� rrr AAA Page 186 of 193 Howard Meadows - Preliminary Subdivision Plan Surrounding Future Land Use Map H f I ' d, Development Services!, Department 0 125 250 500 Feet ✓ �/ ��./ Created: July 2023 �� --CL aSubject Property C Future Land Use Classification: .� Low Density Residential (LDR) / A D Nlim..� cu o i Medium Density Residential (MDR) - �:'°n High Density Residential (HDR) Professional Offices and Services (PSti L R ..F CU Commercial (COMM) O — Light Industrial (LI) --+St ue Heavy Industrial (HI) Conservation/Floodplains (CONS) CU Recreation and Open Space (REC) FM Public Facilities/Institutional (INST) GO 0 rM rt t� [: FTC " IIIIIIT Page 187 of 193 PROJECT CONTACTS OWNER: WINSTON BOWERBANK MOXEY 1026 HOME GROVE DRIVE WINTER GARDEN, FL 34787-6528 BOWERBANK@CFL.RR.COM CIVIL ENGINEER/ LANDSCAPE ARCHITECT: CYCORP ENGINEERING, INC. KIM FISCHER 1614 WHITE DOVE DRIVE WINTER SPRINGS, FL 32708 KIM@CYCORPENGINEERS.COM PH (407) 405-7819 SURVEYOR ACCURIGHT TERRANCE RUTTER, JR, PSM 7371 2012 E ROBINSON STREET ORLANDO, FL 32803 GERI@ACCURIGHTSURVEYS.NET 407-894-6314 UTILITY CONTACTS WATER: CITY OF OCOEE 1800 A.D. MIMS RD OCOEE, FL 34761-4001 407-905-3100 SEWER SEPTIC CABLE BRIGHT HOUSE NETWORKS 47-532-8509 ELECTRIC DUKE ENERGY 407-905-3321 West Oak 's Academy I i n i S/ TE �". ill ill i.t LOCATION Iii NOT TO SCALE PARCEL 10-22-28-0000-00 0 133 2 3 4 S SHEET INDEX COVER SHEET SITE PLAN DRAINAGE UTILITY PLAN LANDSCAPING PLAN BOUNDARY TOPO SURVEY LEGAL DESCRIPTION. - SEE SURVEY NOINLELERING NC. CA 30526 CIVIL ENGINEERS LAND PLANNERS 1614 White Dove Drive Winter Springs, Florida 32708 Tel: (407) 405-7819 KIM@CYCORPENGINEERS.COM HOWARD MEADOWS Cl TY OF OCOEE REVISIONS Description Date By 1. CITY COMMENTS 6/5/23 KF 2. T1 F-ki -1 FFF� Eri Fi Fri III I i M"M �vl d "d r Sheet Number: 0 0 0 1 0 11: &01 = 111 SWATINVY1 10 WCOV-111 604 = 1 0 1 11001 : I a CA W&SI ZOXLV—oj 604 2: a 0 lei 10 1 a a M04 10 Ley-111 0 1111 A F-11YA ill L01 2 -.] a I 't'-j a azym I I z I a I I M sym - j I E 12 oll 0 Sul a -4 k, Fj I APRIL 2023 6/5/2023 K. FISCHER, P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSEE BY A REGISTERED ENGINEER Page 188 of 193 ZONING: R—Z.A FLU: ZDR GRAVEL APRON -w n �/ _ _ ew ew__ _ 24;Cw 89°40`46 / "E 292:i�7/i?2-SC' 120 , 122 2' ZONING: A-1, FLU: ZDR Ln <o < O 0 m M 0 LO CAI 00 c� I I LF) LC-) , Lry LOT: 11,'/00 SF I LOT: 11, 9'/9 SF MAX 1A — `a, 8`a0 SF , MAX 1A — 3,989 SF — 4680 SF MAX BLD I MAX BLDG _ 4, '/ 91 SF 120 1 I 122.2 I I �00 i Ln 5t I LC 10 2 1 00IL I N I I`00 LOT: 9,600 SF ; LOT: 9,833 SF s W MAX 1A — 4,899 SF 1 MAX 1A — 4,916 SF MAX BLDG _ 3,840 SF 1 MAX BLDG _ 3,933 SF , 1> 94.2 R 2 LOT 2 fit\ TRACT B � TRACT A xA C1 4 t . �. FLU: LDR LOT: 9,b34 SF MAX AF MAX BLDG — 3,821SF ' cl 9 \\ \5 124.2 �1 TRACT B L c 160�t.P 0 POND QO LOT: 10,831 SF MAX 1A — 3, 41`a SF E- MAX BLDG _ 4,332 SF O 145� a� 14T 2' TRACT B GRAVEL S89'40'46"W 292,20' DESC ROAD ZONING: A-1 FLU: ZDR ZONING: A-1 FLU: ZDR SITE DATA TOTAL AREA = 2.23 AGES WETLANDS = 0 ACRES TOTAL E ILDAELE = 2.23 ACES .IR0.I0S-7D DEVELOIMENT = SINGLE FAMILI' PESIDENTIAL .IARCEL ID = I0-22-28-0000-00—I33 CUR EN-- ZONING = P—IAA C�� ENT FL_ = LDS MINIM__M LOT WID-_H = 73 FT MINIM'M LOT DEITK = Z20 FT :0- 0 ED LOTS = 6 LOTS -D O-7)OSED DENS--!' = 2.7 ;;NITS / AGUE MINIM__M LOT AREA = 9,000 SF LOT SIDE SETEACKS = 7.5 FT LOT FONT SETEACK = 23 FT LOT REAR SETEACK = 23 FT STREET SIDE SETBACK = 23 FT MAX ELDG HEIGHT = 33 FT (2 STOPIES) ti Wz - . 7")ROJECT IS WZTtiIN THE Jv_ISDICTION OF CITY OF OCOEE 2. 7")ROJECT WZLL COM.IL1� WZTti THE CZT1' OF OCOEE LAND DEVELO.IMENT CODE 3. THE SZO_ MWAZE_ MANAGEMENT SYSTEM WZLL COM.IL1' WZTti THE CZT1' OF OCOEE CDC AND SJ WMD 1. .IOTAELE WATER WZLL COM.IL1' W_-H THE CITY OF OCOEE 3. FIDE .I_OTECTION WZLL COM.IL1� WZTti THE CZTZ' OF OCOEE 3. ROADS WZLL EE .I;;ELIC 7. --HE SITE IS LOCATED IN "X" ZONE. 3. REFER TO THE CZT1? OF OCOEE ENGINEE_ING STANDARDS MAN;;AL, LAND 3EVELO.IMENT CODE, AND CZT1� DETAILS. NOTE --HAT THE MOST ST_INGENT 3TANDARDS EETWEEN THE CZT1� STANDARDS AND THE STANDARDS SET FORTH IN THE aENE7AL NOTES (AS DETERMINED E1' --HE ENGINEEROF RECORD OR --HE CZT1�) 3KO:;LD EE FOLLOWED. 3. AS—E;;ILTS NEED TO EE .Jv3MITTED TO THE CITY SIGNED AND SEALED IN .1CCO DANCE WZTti SECTION 3.0I.03 OF TKE ENGINEERING STANDARDS MANUAL. -'HE CZT1� _EQ___ ES ONE .IDF C0.I1' AND ONE CADD CO.I' DRAWN IN STATE .ILANE uOORDINATES 25' REAR SETBACK 75' 7.5' SIDE YARD SETBACK O 9,000 SF (rn') 7.5' SIDE YARD SETBACK 5' S/W 25' FRONT SETBACK TYPICAL LOT PLAN 5' 6' 2' SIDEWALK LANDSCAPE CURB TRACT SIZE TRACT A 0.42 ACRES TRACT B 0.37 ACRES 25' REAR 10' LANDSCAPE J__SETBACK ESMT 97.5' 7.5' SIDE YAR SETBACK 12' TYPICAL ROADWAY 12' 2.08% 2� TYPICAL ROW SECTION NTS 25' STREET SIDE YARD " SETBACK O i 9,000 SF (MIN) z oW _ 5' S/W 25' FRONT SETBACK TYPICAL CORNER LOT ' 2' 6' 5' CURB LANDSCAPE SIDEWALK bmw I DESCRIPTION OWNERSHIP/MAINTENANCE ROW CITY OF OCOEE POND HOA ITE 210 I UNITS ( 58T ( PEAK 6HOUR I P 4 IN I PM OUT TRAFFIC IMPACTS AGE UNITS RATE CHILDREN ELEMENTARY 6 0.249 2 MIDDLE 6 0.114 1 HIGH 6 0.124 1 TOTAL 4 SITE LEGEND LI PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE -------------------- EXISTING EDGE OF PAVEMENT EHIIHIHIJUHM DRAINAGE PIPE -------------------- PROPOSED EASEMENT -----------SANITARY MAIN WATER MAIN — RECLAIM WATER SANITARY MANHOLE s PROPOSED CONCRETE PAVEMENT TYP TYPICAL S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET WATER METER RECLAIM WATER SERVICE Y DOUBLE SANITARY SERVICE 0 DRAINAGE MES FIRE HYDRANT 1614 White Dove Drive Winter Springs,Florida0i • HOWARD MEADOWS Cl TY OF OCOEE REVISIONS Description 1. CITY COMMENTS SITE PLAN Date: Scale: Date By 6/5/23 KF Sheet Number: 6/5/2023 K. FISCHER, P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSEC Z2 BY A REGISTERED ENGINEER Page 189 of 193 CONNECT TO EXISTING. MAINTAIN 5' FROM CURB 10' DRAINAGE, UTILITY AND LANDSCAPE ESM T---� EX 16" WATERMAIN •its ®®L-®®®-i�®- -®®®- ®®®-®®®. i — — — — -- GRAVEL APRONtw "-1 IN —y„ -—� — ^� — N89°40'46"E 292.2�/63(z.,`) �SITC BENCHMARK H1 BENCHMARKN&D I IVANON 126.Ri I NAVDRR I � I a o I if ED `:: HYPE A TYPE A I i_ � +:. `� I q SI I It BENCHMARK 42 ®— BENCIAVDHMARKN&D ELEVATION = 126A488 CVV l ' s4 I I 6 WATLRNilAII NI _ 10 UTI� I ,� ESM T 5 2 Lw 'HYPE A TYPE A m a FH \ s� 4" WATE�MAIN \ TRACT A x 4 'HYPE A \ i EXISTING JELL TO BE RACT B 11 ABANDONED BY ` -� 1 ILICENSED 3 i 'HYPE A / GRAVEL ` ' S89°40'46"W 292,20' DESC ROAD ' R-10,14Y14 / CONTRACT R POND-, am T.O. B-� TOB 1 1 N WL— o 1 r POND BOTTOM TYPICAL POND SECTION 1. •E FLOW TESTING SHALL BE PERFORMED • RECOMMENDED PRACTICE FOR FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS (NFPA FLOW TEST RESULTS FROM.HYDRANT THAT HAS BEEN WITNESSED BY A UTILITIES INSPECTOR WILL NEED TO BE PROVIDED; DOCUMENTATION FOR FIRE FLOW TESTING SHALL INCLUDE A FIRE FLOW TEST REPORT AND A HYDRAULIC • • H. 2. THE MINIMUM FIRE FLOW AND FLOWREQUIREMENTS• - ONE • FAMILY DWELLINGS HAVING A - • AREA THAT DOES NOT EXCEEN 5000 3. FIRE HYDRANT LOCATIONS AND DISTRIBUTION•. LOCATIONS4. FIRE HYDRANT IDENTIFIED BY PAVEMENT MARKER THAT IS PLACED 6" IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 5. FIRE LANES SHALL BE MARKED WITH 12" X 18" FREESTANDING SIGNS WITH A WHITE BACKGROUND AND RED LETTERS. WORDING SHALL READ 'NO PARKIN FIRE LANE BY ORDER • • •A • SPACED,• APART. DEPARTMENT6. FIRE PROVIDED AT THE START OF A PROJECT AND SHALL THROUGHOUTBE MAINTAINED 7. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL•' • W8. HEY SHALL BE INSTALLED, HERE UNDERGROUND . IN PRIOR WORK. IMPOSED9. FIRE DEPT ACCESS RD SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' 10. FIRE DEPARTMENT ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE LOADS OF • TONS FOR THE FIRE APPARATUS AND SHALL BE PROVIDED DRIVINGWITH AN ALL—WEATHER •SPACE-• OF HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60" SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVE A DIAMETER GREATER THAN 2.5". (NFPA 1, 18.5.7) 12. ELECTRICALLY OPERATED GATES ARE REQUIRED TO PROVIDE SIREN ACTIVATED OPERATED SENSING DEVICE (SOS SYSTEM) AND DUAL KEY SWITCH KNOW —BOX USE UNITS GPD/UNIT TOTAL PNF WATER 6 350 GPD 2,100 GPD 5.83 GPM UTILITY DEMANDS FOR RESIDENTIAL CITY OF OCOEE WILL SUPPLY WATER AND SEWER 11111m�•�ro • ....i •• • -'• • - • • •. • • • • �.-� • -w •- SITE LEGEND PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE PAVEMENT HfljEftHtHjHM DRAINAGE.. -----------SANITARY MAIN ff tG RECLAIM WATER SANITARY MANHOLE PROPOSED CONCRETE PAVEMENT TYP TYPICAL S/W SIDEWALK R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET WATER METER 4 RECLAIM WATER SERVICE Y DOUBLE SANITARY SERVICE Q DRAINAGE MES � FIRE HYDRANT 1614 White Dove Drive Winter Springs,Florida0i HOWARD MEADOWS Cl TY OF OCOEE REVISIONS Description Date By CITY COMMENTS 6/5/23 KF PGU PLAN Date: 6/RER/2023 K. FISC , P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSEE BY A REGISTERED ENGINEER Sheet Number: Page 190 of 193 LANDSCII.�E .CLAN __S .7PEL__M__NAR ', ADD__`-_ __ONAL LANDSCII-7")E DE--A--LS AND _EQ;;___EMENDS W__LL EE DE` E_M__NED A- F__NAL ENG__NEE___NG FO-R NO--'K E;;FFE_ 7- EES _O EE .LACED __N LOWS ADJACEN- _O _OW __N O- DE- _O AVO__D _OOP __M:)AC` S. ONE {1} LO- __EE W__LL EE PEQ;;__PED __N EKE REAR OF EACH 1'I1_D. -EE SELECT__ON _O EE MADE E1' HOMEOWNE-R AND _EQ;;___ED A ---ME OF E;;__LD__NGEM 0 DRAINAGE, _______ --- __®®_ __________- —, GRAVEL ` _ _ APRON CW CW -- -- N69'40`46"E 2' ,I I I +; + I >< <0 Cr C:: I. s wo I I LLry i s I S-__ EE_ - EES -0 EE .LACED _N LOWS ADJAC3N- -0 :OW _N O DE AVO__D _OOP __M_7")71C` S. I I I L k. 1 , �.I s v I. p to i m a a M. + Its TRACT A j TRACT B l wS GRAVEL ROAD TREES SHALL BE BASED 4N DBN MEASURED AT 54" ABOVE SURFACE PLANT FIST ALL TREES TO BE FLORIDA GRADE #1 OR BETTER KEY TOTAL BOTANICAL NAME COMMON NAME SI ZE,HEIGHT, WIDTH REMARKS SYMBOL TREE I 0 LI 4 LAGERSTROEMIA INDICA CREPE MYRTLE 3" CAL 10' H. MULTI TRUNK n OV 6 OUERCIS VIRGINIANA 'NIGH RISE' LIVE OAK 'NIGH RISE' 8' HT 2" CALMIN 3" CALAVG. SINGLE STRAIGHT TRUNK O MYFR 40 MYRCHIANTHES FRAGRANS SIMPSON'S STOPPER 30" O.C. 30" HT X 24" SPREAD 7 GAL GROUND COVER SOD I AS REQ. 3AHIA HYBRID OTY BY CONTRACTOR NO TREES OR BUSHES SHALL BE PLACED ON TOP OF OR IN CLOSE PROXIMITY TO PUBLIC UTILITIES THAT WILL IMPACT UTILITIES AT MATURITY. TREE ROOT GUARD/BARRIER TO BE INSALLED FOR TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES SITE LEGEND e 'O_ i White Dove Drive Winter Springs,Florida0i ♦0♦0; • HOWARD MEADOWS Cl TY OF OCOEE REVISIONS Description Date By • CITY COMMENTS 6/5/23 KF �S PROPOSED DRAINAGE INLET PROPOSED CURB SITE BOUNDARY LINE I A N D S C A S I N G ----- EXISTING EDGE OF PAVEMENT = PLAN HnnHUHUM DRAINAGE PIPE - PROPOSED EASEMENT Date: -----------SANITARY MAIN = - WATER MAIN scale: RECLAIM WATER - SANITARY MANHOLE PROPOSED CONCRETE PAVEMENT TYP TYPICAL - j lli Iji I lFrFr S W SIDEWALK R5' 5' RADIUS I I'I I. LF LINEAR FEET if SF SQUARE FEET WATER METER RECLAIM WATER SERVICE Sheet Number: Y DOUBLE SANITARY SERVICE 0 DRAINAGE MES 6/5/2023 FIRE HYDRANT K. DISC ER, P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER Page 191 of 193