Item 11 Approval of Wynwood Subdivision Plat - Phase 1 & 2 OCOPP
florlda
AGENDA ITEM COVER SHEET
Meeting Date: September 20, 2022
Item # 1 j
Reviewed By. 112/(
Contact Name: Martrivus Keaton 11.is Department Director: Michael R
Contact Number: (407) 554-7109 City Manager: Robert Frank ." .r %
Subject: Approval of Wynwood Subdivision Plat - Phase 1 & 2
Commission District#4 — George Oliver III
BACKGROUND SUMMARY:
This plat is for phases 1 and 2 of the Wynwood Subdivision. The subject property is located on the south side of
W. McCormick Rd. and west of N. Apopka Vineland Road. Wynwood phases 1 and 2 are identified as parcel
number 34-21-28-0000-00-022. This subdivision will include future development creating a total of four phases.
The total area of the Subdivision amounts to approximately 186.39 acres.
This Plat is required in order to create the 190 lots in phases 1 and 2 for the residential subdivision, associated
street right-of-way, and tracts for open space, recreation, and retention facilities. The Plat also includes easements
for emergency vehicle access, reclaim water lines, drainage, stormwater retention pond, and other public utility
easements.
Phase 1 and 2 of the Wynwood Subdivision is platting prior to receiving a Certificate of Completion; therefore, the
developer is required to provide a Surety covering the outstanding proposed improvements as approved in the
Preliminary / Final Subdivision Plans for Phase 1 and 2 of the Wynwood Subdivision. The Developer, JTD Land
Company. LLC, has provided a Performance Bond through Poulos & Bennett in the amount of $1.903,215.02.
ISSUE:
Should the City approve and sign the Wynwood Subdivision, Phase 1 and 2 Plat?
RECOMMENDATIONS:
The Development Services Department recommends the approval of 1. Wynwood Subdivision, Phase 1 and 2 Plat
by the City Commission and to authorize the Mayor and City Clerk to sign the Plat.
ATTACHMENTS:
Wynwood Subdivision, phases 1 and 2 Plat
Performance Bond through Poulos & Bennett
FINANCIAL IMPACT:
There is no financial impact for approval of the Plat.
TYPE OF ITEM: (please mark with an "x')
Public Hearing For Clerk's Dept Use:
Ordinance First Reading X Consent Agenda
Ordinance Second Reading Public Hearing
Resolution Regular Agenda
X Commission Approval
Discussion& Direction
Original Document/Contract Attached for Execution by City Clerk
Original Document/Contract Held by Department for Execution
Reviewed by City Attorney _ N/A
Reviewed by Finance Dept. N/A
Reviewed by N/A
WYNWOOD
PRASE
> &
2
LOCATED IN SECTIONS 33 AND
34, TOWNSHIP 21
SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE
COUNTY,
FLORIOA
PLAT LEGEND:
* LANE BREAK
(DA) OVERALL
i MORE OF LESS
L TRUTH
ID IDENPRCAPA'I
R RADUS
A DO M
AR O`ECHAL REGARD BOOK
PIT PLAT BOOK
OU CHLRD ffAW G
A4 VETO DOCK
OH CHORD DISTANCE
PG PAGE
PUT PENT BE NCRP-URGENCY
CO? CERTIFIER CORA& RECORD
PC PANT OF CURVAWRE
C'NIENUN'E
PT P08HT of TANGENCY
L7 FOUND CONCRETE MASOMRU AS NOBB
PCC PA7IT OU COTAPOINO RVA WRE
PRC PtiNT CIF RfLERSE CURVATATE
Y SET 4 ,4' CASYRYl£ MONUMENT (PMA LB 8011)
POO POINT ON CURVE
PRM P£RUNIENT REFEREflCE MO'WMRl7
R MCNI OF WAY
® SET IfAR & OlSK (PEP L8 6011)
NR) NAY RADIAL
PCP PERMANENT CONTROL PONT
LB LACERS D BUSINESS
-}- CHANGE CI TIRECRAY (R7W LANE)
P1 PINT OF INTWSECROY
D.E. PURUC DRAINAGE EASEMENT
RP RAO"US POINT
UE PUBLIC UNITY EASEMENT
(OP) DPICAL
IP /RAY PIPE
ESMT EASEMENT
IR RO N ROD
Cl CURVE TAG
ARC IRON ROD AND CAP
DUE ARAINALY AND UPLITY EASEMENT
CM CC1'NCRREIE MROMBIT
0CU ORANGE COUNTY UILLITY COM.MIS90N
'EC. ROBOT
NAND NORR/ AMERICAN i£RTCAL DATUM
FPL RORAA POKER d' LICIT COMPANY
GENERAL NOTES
1. BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM EAST ZONE NORTH AMERICAN DAHILL OF 1983 WELL
2011 ADJUSTMENT DERIVING A BEARING OF N8959'48E ALONG THE SOUTH
R/W OF MCCORUICK ROAD.
2. ALL LOT LINES INTERSECTING CURVES ARE RADIAL UNLESS NOTED
OTHERMSE.
J. ALL PLATTED UTILITY EASEMENTS EXCLUSIVE OF PRIVATE EASEMENTS
GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS OR
OTHER PUBLIC UTILITY, SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,
INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION
SERNCES; PROVIDED, HOHEVER, NO SUCH CONSTRUCRON, INSTALLATION,
MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERNCES SHALL
INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE,
GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION
COMPANY DAMAGES THE FACILITIES OF A PUBLIC UPLITY, IT SHALL BE
SOLELY RESPONSIBLE FOR THE DAMAGES PURSUANT TO SECTION 17ZO91(28),
FLORIDA STATUTES SUCH CONSTRUCRON, INSTALLA NON, 1AINTENANCE AND
O°ERARDN SHALL COMPLY WHY THE NATIONAL ELECTRICAL SAFETY CODE
AS ADOPTED BY THE FLORIDA PUBLIC 5ERNCE COMMISSION.
4. COMPRISE THE COMMON AREAS AS MORE PARTICULARLY DEFINED IN THE
DECLARATION OF COVENANTS, CONDI BONS AND RESTRICTIONS IN OFFICIAL
RECORDS BOOK PAGE AS MAY BE AMENDED OR
SUPPLEMENTED THERETO (THE DECLARATION) IN THE PUBLIC RECORDS OF
ORANGE COUNTY, FLORIDA AND ARE HEREBY DEDICATED TO AND SHALL BE
MAINTAINED BY THE WHIVIBOD HOME031YERS ASSOCIA NON, INC. (THE
ASSOCIATION) AND SHALL BE CONVEYED BY SEPARATE INSTRUMENT TO
THE ASSOCIATION.
TRACTS 05-1, OS-$ 05-3, 05-4, OS-5, OS-6 AND OS-7 (OPEN SPACE)
TRACTS P-1, P-Z, AND P-3 (PARK)
TRACTS SW-1, SW-2, SW-2A, SW-$ SW-4, AND 5W-5(ST0RMWATER)
TRACTS C-1, C-2, AND C-3 (CONNSERVATIOV)
5. TRACT LS-1 (LIFT STATION) TO BE OWNED AND MAINTAINED BY ✓TD LAND
AT WYNW000, LLC ITS SUCCESSORS AND ASSIGNS, AND WILL BE CONVEYED
TO ORANGE COUNTY BY SEPARATE INSTRUMENT AFTER THE RECORDING OF
THIS PLAT.
6. TRACTS FD-1 AND FD-2 (FUTURE DEVELOPMENT) ARE OWNED AND
MAINTAINED BY JED LAND AT WYNWOOD, LLC, ITS SUCCESSORS OR ASSIGNS.
7 AN EMERGENCY ACCESS AND 1AINTEMANCE EASEMENT WTHIN TRACTS SW -I,
SW-2, SW-2A, SWJ, SW'-4, AND SW-5 IS HEREBY GRANTED TO THE C1TY
OF OCOEE (`CITY) FOR EMERGENCY MAINTENANCE PURPOSES. THE
EMERGENCY ACCESS AND MAINTENANCE EASEMENT DOES NOT IMPOSE ANY
OBLIGARON, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY TO
ENTER UPON THE PLATTED PROPERTY OR TAKE ANY ACTION TO REPAIR OR
MAINTAIN THE DRAINAGE SYSTEM.
8. DEVELOPMENT RIGHTS TO TRACTS C-1, C-2, AND C-J (CONSERVATION)
ARE DEDICATED TO THE CITY. CLEARING, GRADING, CONSTRUCROV OR
ALTERATION IS PERMITTED ONLY AFTER OBTAINING PROPER APPROVALS
FROM THE CITY AND ALL OTHER JURISDIC77ONAL AGENCIES.
9. UNLESS OTHERWISE NOTED, ALL LOTS ARE SUBJECT TO A 5.00' UTILITY AND
DRAINAGE EASEMENT (ODE) ALONG ALL SIDE LOT LINES.
10. THERE IS A 10.00' UPLITY EASEMENT (LIE) ALONG ALL FRONT LOT LINES A
SIDEWALK EASEMENT, WITHIN THIS UE, MAY BE NECESSARY TO PROTECT
EXISTING TREES IN RIGHT-OF-IVAY. NO REMOVAL OF PROTECTED TREES
SHALL BE UNDERTAKEN VTTIHOUT OBTAINING A PERMIT FROM THE CITY
11. A PERPETUAL, NON-EXCLUSIVE EASEMENT OF ACCESS OVER ALL INTERNAL
ROA0IVA YS AND PAVED AREAS IS HEREBY GRANTED TO THE CITY OF OCOEE
AND ALL APPLICABLE AUTHORITIES FOR LAY/ ENFORCEMENT, FIRE, CODE
ENFORCEMENT OTHER EMERGENCY SERVICES AND MUNICIPAL PURPOSES
12. STREETS AND RIGHT OF WAYS; EXCLUDING TRACT R-1, ARE TO BE OWNED
AND MAINTAINED BY' THE CITY OF OCOEE FOR THE PERPETUAL USE OF THE
PUBLIC.
19
Dewberry
131 VVEST KALEY STREET
ORt NDO, FLORIDA 32806
PHONE: 321.3S4.9820" FAk407.648.9104
VWNi.OEV,`BERRY.CO'A
CERnFICATE OF AurHowzAnou No. LB 8011
SHEET INDEX
SHEET I - COVER SHEET
SHEET 2 - KEY SHEET
SHEETS J-13 - DETAIL SHEETS
LEGAL DESCRIPRON:
THE LAND REFERRED TO HEREIN BELOW IS SINAIFO IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND DESCRIBED AS FOLLO95
PARCEL is
BEGIN AT THE SE CORNER OF THE NE 114 OF SECTION JJ TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 25335 FEET t4EST It CHAINS (726 FEET), THENCE SOUTH
25J.J5 FEET THENCE EAST 11 CHAINS (726 FEET) TO THE PUNT OF BEGINNING.
PARCEL 2,
THE 5W 114 OF THE NW 114 OF SECTOR 34. TOKI75HIP 21 SOUTH. RANGE 28 EAST, ORANGE COUNTY, FLORIDA.
PARCEL J.
THE NE 114 OF THE SE 114 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART 07NG SOUTH OF THE SEABOARD COAST LINE RAILROAD). AND LE55
THAT PROPERTY CONVFT£D IN BOOK 48N, PACE 3816.
PARCEL 4.'
THE N 112 OF THE SW 114 OF SECTION J4, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY FLORIDA, (LESS THAT PART LILAC SOUTH OF THE SEABOARD COAST LINE RAILROAD). AND LESS
THAT PROPERTY CONVEYED IN BOOK 4814, PAGE 3816.
PARCEL 5:
BEGIN AT THE NW CORNER OF THE S£ 114 OF SECTOR 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.65 FEET MORE OR LESS TO THE K£SIERLY RIGHT OF WAY
LINE OF THE CLARCONA-APOPKA ROAD (STATE ROAD 5-435), THENCE SOUTH 5' EAST ALONG SAID RIGHT OF WAY LINE 77885 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE
SEABOARD COAST LINE RAILROAD, THENCE SOUTHKESTERLY ALONG SAID RAILROAD RIGHT OF WAY LINE TO THE VESTURE OF NW 114 OF SE 114, THENCE NORTH TO THE POINT OF BEGINNING
LESS PARCELS A, B A, C OESCRIB£D BELOW
A) FROM THE NW CORNER OF THE SE 114 OF SEC J4, TOKNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA RON EAST 5J4.65 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY
LINE OF THE CLARCONA-APOPKA ROAD, THENCE SOUTH 5' EAST ALONG SAID ROAD RIGHT OF WAY LINE 778.85 FEET MORE OR LE55 TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST
LINE RAILROAD FOR THE POINT OF BEGINNING; RUN THENCE NORTH 5' WEST ALONG SAID IV£STERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD A DISTANCE Of lis FEET, THENCE VEST
120 FEET, THENCE SOUTH 5' EAST TO SAID RAILROAD RIGHT OF WAY LINE, THENCE NORTHEASTERLY ALONG THE RAILROAD RIGHT OF WAY LINE TO THE POINT OF BEGINNING,
B) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK J921, PAGE 115,
C) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 4934, PAGE 4821.
PARCEL 6:
BEGINNING AT THE SW CORNER OF THE S£ 114 OF THE NW 114 OF SECTION J4, TOWNSHIP 21 SOUTH, RAMS 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN EAST 1550 FEET MORE OR LESS TO THE
VEST SIDE OF THE ROAD CONNECTING CLARCOVA KITH APOPKA; THENCE NORTHERLY ALONG THE VEST ROE OF SAID ROAD 885 FEET MORE OR LESS, TO THE SOUTH LINE OF LANDS NOW OR FORMERLY
BELONGING TO ONE 'CUMBEE' OR 'CUMBER; THENCE VEST 1000 FEET THENCE NORTH 435 FEET, MORE OR LESS TO THE NORTH LINE OF THE SAID SE 114 OF THE NW 114 OF SAID SECTION J4,
THENCE LEST 840 FEET MORE OR LESS TO THE NW CORNER OF THE SE 114 OF THE NIV 114 O' SECT7011 J4; THENCE SOUTH 1320 FEET MORE OR LESS TO WE POINT OF BEGINNING.
AS DESCRIBED AS FOLLOWS -
COMMERCE AT THE PORTER Sr CORNER OF AFORESAID SECTOR J4; THENCE RUN S097455'W ALONG THE VEST LINE OF THE NORTHWEST 114 OF SAID S£CTOV 34, A DISTANCE OF 1425.33 FEET TO A
POINT ON THE SOUTH RIGHT OF WAY LINE OF EAST I&CORMICK ROAD AND THE POINT OF BEGINNING THENCE DEPARTNG SAID KEST LR!£, RUN N8959'48E ALONG SAID SOUTH RIGHT OF WAY LINE OF
EAST MCCORMICK ROAD, A DISTANCE OF 2205.05 FEET; THENCE DEPARTING SAID SOUTH RIGHT OF WAY LINE RUN S007778'E, A DISTANCE OF 380.J4 FEET THENCE N89J390E, A DISTANCE OF
990.98 FEET TO A PORT ON THE KESERLY RIGHT OF WAY LINE OF (NORTH APOPKA VINELAND ROAD, THENCE RU14 ALONG SAID WESTERLY RIGHT OF KAY THE FOLLOWING EIGHT (6) COURSES AND
0157ANCE5.- THENCE 5D451'O5'W, A DISTANCE OF 270.32 FEET TO A PUNT OF CURVATURE OF A CURVE CONCAVE EASTERLY, PRONG A RADIUS OF J574.07 FEET, A CENTRAL ANGLE OF 04'57'08. A
CHORD BEARING OF 502'22JI'W AND A CHORD DISTANCE OF J08.82 TEET,; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 308.91 FEET TO THE POINT OF TANGENCY THENCE
500'06'03E, A DISTANCE OF 11.12 FEET THENCE 508'5050'W, A DISTANCE OF 181.59 FEET ON A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 2914.79 FEET, A CENTRAL ANGLE OF
11'45'19. A CHORD BARING OF S02'58'12'W AND A CHORD DISTANCE OF 596.98 HLE- THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 598.03 FEET TO A POINT OF
NON -TANGENCY THENCE N89'48'44'W, A DISTANCE OF 23J02 FEET, THENCE S00'll'16'W, A DISTANCE OF 217.J9 FEET THENCE 589'48'44E, A D15TANCE OF 124.34 FEET THENCE DEPARTING SAID
WESTERLY RIGHT OF WAY, RUN 500'06'03E, A DISTANCE OF 234.62 FEET TO A PUNT ON THE NORTHERLY RIGHT OF WAY OF VEST ORANGE TRAIL; THENCE RUN ALONG SAID NORTHERLY RIGHT OF WAY
THE FOLLOWING THREE (J) COURSES AND DISTANCES; THENCE 560'33'49'W, A DISTANCE OF 442.91 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 140ZJY
FEET A CENTRAL ANGLE OF 35'11'00. A CHORD BEARING OF 576'09'19'W AND A CHORD DISTANCE OF 850.71 FEET,. THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE QF 664.23
FEET TO THE POINT OF TANGENCY, THENCE N8475'/1'W, A DISTANCE OF 1070,39 FEET THENCE N64'I3'11'W, A DISTANCE OF 444.63 FEET TO A PINT ON A NOW -TANGENT CURVE CONCAVE NORTHERLY,
HAVING A RADIUS OF 1934.86 FEET, A CENTRAL ANGLE OF 0870108'. A CHORD BEARING OF N88'2376'W AND A CHORD DISTANCE OF 281.25 FEET,( THENCE DEPARTNG SAID WEST LINE RUN SOUTHERLY
ALONG THE ARC OF SAID CURIE, A DISTANCE OF 281.49 FEET TO THE PINT OF NON -TANGENCY ALSO BEING A PINT THE VEST LINE OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SAID
SECTION J4; THENCE RUN N0017'21'E ALONG SAID WEST LINE, A DISTANCE OF 6.51 FEET TO A PUNT OV A NOON -TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 194I.J6 FEET, A CENTRAL
ANGLE OF 09'15'10', A CHORD HEARING OF 582'49'41'W AND A CHORD DISTANCE OF J13.17 FEET,THENCE DEPARTNG SAID VEST LINE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF
313.51 FEET TO THE PINT OF TANGENCY,' THENCE SOUTH 7872'06' KEST J69.54 FEET TO A PONT OR A NON -TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF IJ04.74 FEET, A CENTRAL
ANGLE OF 02'24'08, A CHORD BEARING OF 577'00'01"W AND A CHORD DISTANCE OF 54.70 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 54.70 FEET TO THE PINT
OF NON -TANGENCY,, THENCE NOO'14'55E, A INSTANCE OF 1496..62 FEET THENCE S8917'37E, A DISTANCE OF 726.00 FEET; THENCE N007455E, A DISTANCE OF 1051,97 FEET TO THE PONT OF
BEGINNING.
CONTAINING 8119206 SOUARE FEET (186.391 ACRES) MORE OR LESS
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE
OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED
HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM
OF THE PLAT. THERE MAY BE AODIROVAL RESTRICTIONS
THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE
FOUND IN THE PUBLIC RECORDS OF THIS COUNTY
QUALIFICA77ON STATEMENT OF SURVEYOR AND MAPPER
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING A LICENSED
AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON
HE COMPLETED THE SURVEY OF THE LANDS AS
SHOWN IN THE FOREGOING PLAT OR PLAN; THAT SAID PLAT IS A TRUE AND
CORRECT REPRESENTATION OF THE LANDS THEREIN DESCRIBED AND PLATTED OR
SUBDIVIDED; THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED OR
SHOWN THEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES; AND THAT
SAID LAND IS LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA.
(SIGNA PRE) DARE:
MLLIAM P. HINKLE, (PSM)
PROFESSIONAL SURVEYOR AND MAPPER
CERTIFICATE NO. 4633
DEWBERRY ENGINEERS, INC.
131 WEST NATTY STREET
ORLANDO, FLORIDA 32806
CERTIFICATE OF AUTHORIZATION NO. (LB) LICENSE BUSINESS 8011
(SEAL)
PLAT
BOOK: PAGE:
OEDICA77ON
KNOW 14EN BY ALL THESE PRESENTS, THAT ✓70 LAND AT WYN{4'OOD LLC, A
FLORIDA LIM1IITEO LIABILITY COMPANY, BEING THE 0{WVER IN FEE SM4PLE OF THE
LANDS IN THE FOREGOING CAPNOV TO THIS PLAT, HEREBY DEDICATES SAID LANDS
AND PLAT FOR THE USES AND PURPOSES THEREIN EXPRESSED AND HEREBY
DEDICATED ALL 57REETS AND RIGHTS OF WAY, TRACT R-1 (ADDITIONAL RIGHT OF
WAY), U77LITY EASEMENTS AND DRAINAGE EASEMENTS AND ACCESS AND UTILITY
EASEMENT SHOVN ON THIS PLAT TO THE PERPETUAL USE OF THE PUBLIC FOR
PROPER PURPOSE
IN MITTESS WHEREOF THE 01MVER HAS CAUSED THESE PRESENTS TO BE SIGNED
BY THE OFFICER NAMED BELOW ON A.D. 2022.
BY.. 17D LAND AT WYNV1000, LLC, A FLORIDA LIMITED LIABILITY COMPANY
NAME
SIGNED:
NNE
SIGNED, SEALED AND DELIVERED IN ME PRESENCE R:
19RIESS (SIGNATURE) WHNESS (PRINTED)
K7RNE55 (SIGNATURE) WI7NCS5 (PRINTED)
STATE OF fLORIDk COUNTY OF gRM'Cf
THE FOREGONG INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
2022, BY' AS or JTD LAND AT
WYNWOOD, LLC, A FLORIDA LIMITED LIABILITY COMPANY ON BEHALF OF THE COMPANY. SAID
PERSON ACKNOWLEDCED BEFORE ME BY MEANS OF [ J PHYSICAL PRESENCE OR [ ]
CWUA'E NOTARIZARON AND [ J IS PERSONALLY KNOWN TO ME OR [ J HAS PRODUCED
AS IDENRRCA BOY.
IN WINNESS WHEREOF: I HAVE HEREUNTO SET MY NAND AND SEAL ON THE ABOVE DATE.
SIGNATURE OF NOTARY
NOTARY PRINTED NAME
MY COMMISSION EXPIRES
MY COMMISSION No..
CERTIFICATE OF APPROVAL BY CITY
DEVELOPMENT SERVICES DIRECTOR
THE FOREGOING PLAT HAS BEEN EXAMINED AND APPROVED.
CITY DEVELOPMENT SERVICES DIRECTOR DATE
CERTIFICATE OF APPROVAL BY
THE BOARD OF CITY COMMISSIONERS
THIS IS TO CERTFY THAT ON
2022, THE FOREGOING PLAT WAS APPROVED BY THE CITY COMMISSIONERS OF
OCOEE, FLORIDA.
CITY ATTORNEY MAYOR OF OCOEE
(SEAL)
CITY CLERK
CER77FICA7E OF COUNTY COMPTROLLER
I HEREBY CERTIFY THAT THE FOREGOING PLAT WAS RECORDED IN THE ORANGE
COUNTY OFFICIAL RECORDS ON 2022 AS
FILE NO.. COUNTY COMPTROLLER IN AND FOR
ORANGE COUNTY, FLORIDA.
BY.
(SEAL)
CER77FICA7E OF REVIEW BY CITY SURVEYOR
I HEREBY CERTFY THAT I HAVE RENEWED THE FOREGOING PLAT AND FIND THAT
IT IS IN CONFORMITY VWTH CHAPTER 177, FLORIDA STATUTES.
CITY SURVEYOR DATE
PRINTED NAME: MAX RAM05, P. RAT 6458
COMPANY., WOCO ENVIRONMFLIT h INFRASTRUCTURE SOLUROVS INC. LB 7952
ADDRESS 550 NORTHLAKE BOULEVARD SUITE 1000
ALTAMONTE SPRINGS FLORIDA 52701 (SEAL)
SHEET 1 OF 13
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PLAT
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LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
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POINT OF COMMENCEMENT
ORTHWESr CORNER OF
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
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E McCORMICK ROAD
-.31J 00_(60' WIDE RIGHT OF IVAY PER DB 389, PG 266)
TRACT OS-7 1JIJ95'
POINT OF I (OPEN SPACE)I TRACT OS-2
PAGE:
1000' wDE FPL 170T PLATTED NOT PLATTED NOT PLATTEDFASl
PER CENT 737. PG A) p ro xo
PER Gi.B 37J1, PG IJTB o --------- -----
_ _ JO RIGHT OF_ {VA )' DEOICA T/N%
I INCH = 200 FEET
891.10' - - - --V LINE OF THE NE 1/4 OF I
" TRACT 05-6 `E SEC_ 34-2-1 _-28-
I E LINE OF THE h'
SVV T/4 OF TRACT OS-2 I (OPEN SPACE) oro NOT PLATTED
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TRACT
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TRACT IV-2A
(STORA,IWAIER)
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REPLACED W9TH
4'X4' CGI (PRM LB 80l i)
, Q�
iRACT OS-i
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IDTM TOP OF k'OODEN I 6 17 18 44
FENCE PDST Z7
N -0.37; E 0.33 1 7
S89'1737"E 726.00' 1 TRACT
8 0 p-2 i I
TRACT FD-I I'
NOT h (FUTURE OEIELOPA,IENT) 9 + ZO ,I 25 m u
PLATTED SHED If 5 22 ~ m
1 P4
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SEC 33-21-28 I --5 LINE OF THE 23 o I
3J fJYr' 14 0'" SEC 34-21-28_I �� I
\ 33 TRACT FD-I
(FUTURE DEVELOPMENT)
SIVCORNEROFTHEM1'I'/1/4 OF L--------------
T SEC 34 1
IV LINE OF THE SW 1/4 OF THE
SW 1/4 OF SEC 34-2/-18
I
`} TRACT C- I
p (CONSER VA710N)
NOT PLATTED
END I/2"IRC
'AST LB 6393'
REPLACED WT7H
C/T (PRAT L88011)
Pr
T 578•t254'W 097510'
369• CB=S82'49'41'W
_ q{=,313J 7
FND I/2: INC "LB 4741-74�1"
N -0.08, E0.00
REPLACED IP TH 4"X4" Ca!
(PRO! L96011)
Dewberry
131 WEST KALEY STREET
ORLANDO. FLORIDA 32806
PHONE: 321.354.9826 FAX407.648.9104
V"H, DEWBERRY.GON,
TRACT FO-1
T (FUTURE DEVELOPMENT)
SHEET 13
TRACT FD-2
(FUTURE DEVELOPMENT)
FND 1/2"IRC LB 6393"
N 0,16, £ 0,16
REPLACED WIN 4`X4" CAT (PRM EDSON)
-NO07721 E 6,51'
PNi
R=1934.86L=281.49' N847311 W 444.,5,3
'
UID 5/8' IRC N LINE
REPS. LB 4741" SN
REPLACED WITH 4'X4" CM (PRM L68011)
IV LINE OF THE SO/ 1/4 OF THE
iSIV 1/4 OF SEC 34-21-28
TRACT
SW-3
10, 00' 070E FPL 3 - ' NOT PLATTED
EASEMENT O N
i 4, m
T 8 Z o ry
(EXHIBIT A)
PER ORB 3737, PG I328 r FND 1/2" lR (NO ID)
h^ N -0.73,, E 1.26'
I
\ `�
TRACT OS-3 l µry REPLACED 1497H 4"X4' CA!
(OPEN SPACE) (PRM LB 8011)
o
}2 TRACT OS-3
(°
r IVESTERLY RIGHT OF {9AY LINE
1p I W 3:�
(OPEN SPACE) I 2
SHEET 0 Pc OF N. APOPI<A VONELAND RD
} W
I worn
r
3
TRACT SV/-2
(STORMW'A TER)
125
116 I
140
117
�26
7 I
��M''�^t
h \
`�
rn \ 10 00' WIDE FPL
`" o B 3i37
SHE
116 �I'�
.�
�/ \ \ram .-}:^ A
it .`-J o�A
PER
I PC 1328 C�
TRACT LSS-I
T /(LIFT STAN0,4J
- 174 166
98 776 9?
AC4 /65 i
�188. 77 (OPEN 164 ,
142 SEE DETAIL 'A' ON THIS SHEET
IN SOOn6'03'E 11.12'
\ J AD 1,1�2" INC -ASA( LB 6393"
REPLACED KITH
TRACE OS-3 4"X4" CEI (PRL(
LB8011)
(OPEf✓ SPACE)
,
PNr S0850'50"W 181.59'
20.00' Ik'OE CUC
EASEMENT
END 1 2 IRC "C.B.A. LB"
917�
N -009; E 0.0/
�� � �
REPLACED W9)H
4 "X4" Ch! (PRAT LB8011)
r TRACT SIV=4---- 1 � /7 ��. \� / 0 15 TRACT P-3
I I �� �� 6 5 (PARK)
(sroRh I' TFR) rno R W m
1 SHEET 9— o m FND 1/2" IRC 'G B A LB"
L--------------- ool N -0.07: E 0, 14'
/ I \ TRACT OS-4 — REPLACED W7 TH 4'X- CAL (PRLI LB8011)
(OPEN SnACE) .,T
_ _ NS9'48'414"W 233.02'
i I )FACT C-2 _---- - 1 I I " IRV9C FBA.(CONSERVA (CONSERVATION) FACT SV-5 NREDLA1/2D X9'LB"
Caf (PRM CBeOIIJ
i (STORURATER) S00'11'16 W 217.39'
N SHEE T 12 ' S .9'48'44"E 1,24.34•
END 1/2"
I 3,� /ram oN �o�m oiv N-0.0-1E-0.13' o
I W w r \N mW�" byb•, REPLACED 1497N
4"X4" Car (PRM LB8011)
I TRACT-2 z A
(FUTURE DEVELOPMENT) — w
TRACT OS-5
(OPEN SPACE)
NORTH R/IV OF WEST
ORANGE TRAIL
PT
L-O" 39 '
R=35 1 0,0
10gt9
_w
CB-57850,71
ON=
N LINE OF THE SE 1/4 OF THE
SIV / /4 OF SEC 34-21-28
IV LINE OF THE SE 1/4 OF
L
THE SI1/4 OF SEC 34-21-28
"
,,-PC 56o33 Q9 ` 1 3
N LINE OF THE SP7 1/4 OF THE
SE I/4 OF SEC 34-21-2, r r
IV UNE OF ME SW i/4 OF OF 11
THE Sr 1/4 OF SEC -2 -28 1
r rr,
SHEET 2 OF 13
28 27 POINT OF COMMENCEMENT W Yl Y WOO / PHASE ' Xjo N
33 I34 111 I'll 11, r011N&Ri+IPF21 1 11 1 IJ CJC
SOUTH, RANGE 28 EAST LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
3 LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
h,
h�q
a �_? JO' RIGHT OF WAY OEOICA 770N
- _ - - - _ - o,RB ,PG
30.00' N8939'48"E 2205.05' (OA) E McCORMICK ROAD SOUTH RIGHT OF WAY LINE 1
POINT OF BEGINNING SEE DETAIL 'B° ON THIS SHEET (BASIS OF BEAR7NCJ (60' 1410E RIGHT OF WA)' P£R 08 389, PG 266J OF EAST EfcCOR1dICK ROAD 0
288.71' _ _ 65.i3' I 11 70.00' _ _ 485.23 J20.00
10.00' 1 E.J L=J8.33 IT 1000' U.E� N01'18'42 E 19.87--
` 1
R=2500' L=39.2T J
A-87'S0'55, 3 R=25.00' 20.00' D.E. ml
C8=N46'04'45"W I 1n Q o -° o o,�W 6=9000'00" N88'4/Y8"W 20.00' MI
CH=J4.69' o p o; '� CB=N4459'47°E 1
p m CH=35. J6'
W 30.00' .�
N7946'58`W 4JI7' 1
o � x 1
o `�. v N ol`o I vWi o S 516 25� 1
2 ( n s TRACr 05-2
lU'u I (OPEN SPACE) 4FE2 /1
42.-�"' m h 1
TRACT C-J 1
W "� y cONSER VA TION)TRAC1
j (OPEN SPACE) `\ 1 I' !n 25.00'I 1
A
W + \PC 1 S297378 E 6.93' \ 1
1
C373 S69DSSZf 1
D \ \'n. >Q\ \ C378 C377 CJ76
C379 7j57T
\1 w I CJ75 1 I' o o I o f o � C37q Jz 9ogZ � 1
\ N IK
o ` o N I I o o I /099' 7 5,0
o\ 48 3
47 o'' p �
�w� 3)
W 115.00 C" a \""' 46 & as ti II
575,3g 48, 7p00 \ ? \ 3\N _�\ 45 p g \ \ \ 51
C277 600
10C229 00' U
oEI
°+
oi
%
Gry78 > oN c N \ 25 5j5.3g'48 W i C228 SEE DETAIL "0' C83 GREE C�24 C2z3� y l %ry
1901 _� j0.5 ON 7H15 SHEET C5 N
O T
2 N \ - c23 Pl AK OR/!E s25p/D'
25.00 i" 120.54 _ C269(O?>� (� ( \ Pis7Z3p4.�\ 1
z10, EO ,,\ 70.00 DD 310.54' Fl 54i C%70 10.00'U.E.J 1-DE.-J�m I ti C7 AOI;,i2' E7Jzg91
\he G�nF p0 W 140. 4g"E -� `" 48 �i0 ` G �4 fZy'7J 1
105 45. 575.3g•48 1 �� 51, 35 \ 1 25 p0, 1 �s\B9 pq 11
�� 0 46E 12D00j 25.00 1 /q0p' ®®®ea
2P /pS°6 EN 140.00' cg 2500 34 ,N75'38 - p \ �_ �E� N
4 J "' PT gE`( p 448'W / 2500 ` .` p00" _ i o W - 64 0 `o
y0 0, A 575'3g i 12 0. D U.E. J.
�'\� �> �` o w
tO,O0, U.E. \ ¢ > ,",� !'j5'38 i 3 0 .o - L5.0 48 120.00 p Q 48 12000- N
E o \ \ �57 38' W
y / ,N7538 5
o m\ t~i)o-o J3 i r 37 o N
.-0
120,0C404 120 00" o 48�y1200
52754'29"W 13.21' g p'5IN38TRACT P-1 6
r0 05
32
(PARK) N
3zr o t20.00'- E 120.p0i '* ¢ N `o\ i U
TRACT OS-1 ii N N �I'= PC 25.00 1 0 \ z ®� 2- N.n� �575.3g'48 W o N75.3g 48° \ m i 48 W 120.00 -
(OPEN SPACE) '' o �' p9 p0 _ �, Q.U.E. oo =\oz-S75'36
67
IDOD' V.. v� DD ®s 48 f` E 5NEE1 5 w \ 38'48.W 1� 6
L/3 N` ^w a5� SEE
SNEE1 5 a ,NON� Ei
s1471A IT K16STc' MA7CN LINE A M SEE SHE
e
1 ®
z. �Jm ® rGREcNBWfJOLJ OAK ORL6E----------
I C269(OA)4 � � I
I a I
NOTICE
THIS PLAT, AS RECOROEO IN ITS GRAPHIC FORM, 15 WE
OFFICIAL OEPICTION OF THE SUBDINDEO LANDS DESCRIBED
HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORld
OF THE PLAT.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT RECORDED ON THIS PLAT THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF THIS COUNTY.
I R=4750T
1C8=T1B9U7261V
;1� Cy
s
I
I
CH=274'
r DRAINAGE
EASEMENT
p
I L=167' R=15.00' _
1-0350'06' 08 967675E
- �
m
a re ao rw CH=1.67'
L----------T�-----
DETAIL --'D
I INCH = 50 FEET (SCALE l'=10')
LINE TABLE
LINE
BEARING
LENGTH
L I
S00'00'13 E
39. 0'
LIJ
S75J8'48"W
10.00'
L14
N75'38'48"E
1000,
L18
SJI'51'41°E
12,53'
L19
S01'18'42"W
20.33'
-----------�
I 4 I
j E MCCORMICK ROAD j
(60' WIDE RIGHT OF WAY PER OB 389, PG 266) I
1 I
I S00'00'13'E 1.86'
i GI' m I r 05-7 I
I W (OPEN SPACE)
I I
N0000'13'IV
( of I
L--------)
DETAIL "B"
(SCALE 1°=10)
- - - - - - - - L�0%
3
I �)
I ^o
I UO q I
I TRACT OS-7
(OPEN SPACE)
I
L-------- -I
DETAIL "C"
(SCALE 1--10)
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
CI
J00.54'
1200.00'
147059"
299.76'
507'/0'43E
CJ
15708,
100,00'
9000'00'
141.42'
SJO'Je'48'W
C5
177.87'
500, 00'
3150'31"
274.J7'
S887557'E
CZJ
172.88'
500.00'
19'48J9"
172.02'
58533'07'W
C24
104.99'
500. 00'
12'0152'
104.80'
N783IJ8"W
C37
39.27'
25.00'
90'00'00"
JS.J6'
S30J8'48'W
C38
13J74'
1 125.00'
1 6178'08'
127.45'
5445944W
C41
lu..81'
75.00'
90U0'00"
106.07'
SJf38'48'W
C42
39.27'
2500'
9000'00"
J5J6'
N5971'121V
C83
291.77'
525. 00'
3150J1'
28603'
N882557W
C84
J9.27'
25.00'
9000'00"
35.J6'
N5921'12'W
C85
12762'
475.00'
1523'40'
1Z7.24'
58J70'38"W
C86
39.27'
25. 00'
90'00'00"
J536'
S30J8'48'W
C91
32.55'
25,00'
743620"
Jo JO'
N51J922"W
C92
5201'
25.00'
119708"
43,12'
S45'14'27'W
C104
22, 00'
475,00'
0239'/2'
22.00'
N73508"W
C105
1 25.17'
125.00'
1)'J2'13"
25.13'
56952'41'W
C105
5709'
125.00'
2670'09'
56.60'
S51'01'JO'W
C107
51.08,
125.00,
2,37455'
50.73'
526'13'59W
C122
0,40'
12500'
007052'
0,39'
S142605'W
CIJ4
107.89'
245.00
025'IJ'49"
107.02'
SJ05224"W
C22J
39. 12'
52500'
04'16'07'
39. 10'
N7438'45W
C224
50. 10'
52500'
0578104"
50.03'
N793030'W
C225
50.10,
525,00'
0528'04"
50.08'
N8458'54W
C226
50. IW
525.W
0526'04"
59,08'
589J3'03"W
C227
50.10'
525.00'
0578'04"
50.08'
NB404'59'IV
C228
50.10'
52500'
0578'04"
50.03'
578'36'S5"W
C229
1 2.15'
1 52500'
0074'06'
2.15'
S754551'W
C269
103. 16'
47500'
1276J5"
102.95'
S64'400'W
C270
24.47'
475.00'
02'57'05'
24.47'
577'07'20'W
C276
245.40'
245.00'
5773'19'
235.27'
S4657108"W
C277
2504'
245.00'
053124"
25,03'
S72'43'06'W
C278
112.47'
245. 00'
261"5'
111.48'
S56'J8'21'W
CJ7J
J5560'
645.00'
3I'J6'15'
35t.32'
N8878541W
C374
48.05'
64500'
0475*07'
48,04'
N7438'451V
C375
51.55'
64500'
0578'04'
61.53'
N79JO50'W
C376
61,55'
645.00'
0528'04'
61.53'
N845854'IV
C377
61.55'
64500'
0578'04"
61,53'
589J3'03'W
CJ75
51.55'
645.00'
0528'04"
61.53'
58404'59'W
C379
61.55,
645. 00'
0578'04'
51.53'
S78J6'S5°W
C404
1.16,
S. 00,
IJ'33'50'
1. 1B'
N21 XO'J4E
C407
89.29,
1174.95
0471'16"
89.27'
S03'37J3'E
C409
10.05'
6.3I
9/72:70'
9,02'
C410
3,64'
J.50
59:JI'11°
J47'
C411
7.01'
J50
1/4'41'IS"
589'
A
239.J8'
j,,Sj5.jj
C420
10,10,
6.3i
91'40'45'
9,06'
WYNWOOD PHASE i & 2
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
JO' RIGHT OF RAY DEDICATION E McCORMICK ROAD SEE DETAIL "E' 30' RIGHT OF WA OEOICA PON
ORB ,PC (60' RIDE RIGHT OF WAY PER DB 389, PG 266) ON THIS SHEET ORB ,PG
o- - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o -
i o N895948 E 220505' (DA) sou H a r LINE PI I o 2
(BASIS OF Bt'kF;ilGSJ A'
- 384.87 _ _ 40278' _ 50.00 50.00 202.39- N6434Y4'E 2J.52 46.58i 17231
�10.00' U.E. - - - - - -� - �0. GO' WOE FPL EASEMENT (EXHIBIT A) - - - - - - --L=J9.36' � \ \ I L10.00' UE - - - - � 4•}45g
PER ORB 3737, PC 1328 R=25. 00- I >- ( \ 1 I N252546"W 20.00'
1 CB=S4453'43'f klA-89
_
1 hR=25.00' (OPEN SPACE) o
Lu o oL-39.2T TRACT OS-6 20.00' D.E.
CH=J5.42' N
1 Ion ^ ro n 59'48"
1 TRACTSPACE OS--2 TRACT OS-2 h O h I m CB-N4459'54
OPEN"E
®
1 ( ) \w (OPEN SPACE) (W � `Woo W CH=35.35N90'00'00"E 4i4.14'
1 N79465,9.
h 1 4317 \ Ll , ^I
W 1 A6?qi• W 2
W 1� oq%y 25. 00' 25.00'
PT
gl N89'46'53 E 381. i1'
\ \ A42)9p N63'07'47W 35.06' S6 1361
N17'04'35'W 32.04' CJJ0Z , C362
1 \\ 7q7 I
2 ; ` N44'3035"W 18.86' 0g 51g92
56. m
U ; \ C363 \ N 92 I .�
1 e \ \ o TRACT SlV-2A h
1 TRACT C-3 I 60' \ N� \� i I I (S TORMIYA TER)
1 (CONSER VA nON) oh TRACT SIV-1 - (STORMIVA TER) L.
�0 93 \ 0 0o UE. �I - '.,.,
e
d 6 l°P� 6°'p0 \\
94 \ c215 \ �214
/ C61
PI \ y
1 m \ \ 5 \2 PT
9596
Is6 moo\
1 ?S?7 P 67q?J N85'4327E 78.36'z
N7?. 5? E 66.14' ? , b020. \ \ � \ 97 r
lo. 1222'
507p 89�0q TRACT OS-2 00 0366 \CJ65 \ >�r 98 \ mN \ \ /6 0 3g456 b5fi/Vy ♦ \ / (OPEN SPACE) 4 \ �, o. \ a \4 36 R1
/ / z>> 77 cJ7 I 67 \\ J \ \ /0 6i3�j0 2j0� OP�1� ®®\
Q/ 0' C370 C368 0 \ Q 99 ^' 0� 5 0 6 6
CJ 2 �' C36
o I I C369� 0 3 `" \;� \ 0 0 0. 5 d6' OOO 3845 (•F•� �.®®®®®®®®®®®®®®®®®®®®®®®®®®
1 N _
o J 15,00' ` o j0,i d 1�S\� ♦ ® MATCH LINE "F' -SEE SHEET 8
52 / ^ I p o0 15.00' , o 100 C2I6 \ 50 / �iR � }2 �S
l 53 0° ti ICI N I ` 57S6\NE+�
®/ / 154 a 5.5 ICI I 55
1 S7 *?E7J?89�07p z7 I F o co U.E
C22T
1 � 'JZay hT- c22o C2T 9 �C /
PC C82
C7
CIO
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC
FORM, IS THE OFFICIAL DEPICTION OF THE
SUBDIWOEO LANDS DESCRIBED HEREIN AND
RILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT.
THERE MAY BE ADD177ONAL RESTRIC71ONS
THAT ARE NOT RECORDED ON THIS PLAT
THAT R7AY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
I INCH = 60 FEET
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C7
401.01'
500. 00'
4557'09`
J90.J5'
N84'J044 E
C8
74.52'
150.00'
28'2750"
73.75'
57546'05'W
C9
455.81'
700. 00'
37'1830"
44780'
Ni839'15"W
C25
16339'
700. 00'
132225`
16J 02'
N06'41'13"W
C26
292.42'
700, 00'
23'56'04'
290.29'
N252027W
C79
112.19'
725.00'
0851'58"
1I208'
50425'59E
C60
J8 133'
25,00'
87503"
34.69'
S35'03'J9"W
C81
53. JO'
175. 00'
1727'06"
5J. 10'
S70'15'43'W
C82
J80.95'
475.00'
4557'09"
370.83'
S8430'44'IY
C103
421. 08'
525.00'
4557'09"
409.87'
S843044"W
C211
439.53'
675.00'
J77830"
431,80'
N183975'W
C212
IZ73'
725.00'
O1'24'04"
1773'
S00'42'02E
C213
94.46'
725,00'
077753'
94.39'
SO5108101"E
C214
49.42'
775. 00'
167051"
49.26'
S70'53'50`IY
C215
a88,
175.00'
01'16'15"
198,
S62'10'17"W
C216
2.35'
475.00'
00'17'02"
2..3,5'
N61'4O'4I$'
C217
63.46'
475.00'
0739'l7'
63.41'
N653B'Sl'E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C218
63.46'
475,00'
07397Y
63.41'
N7378'08E
C219
76. 13'
475.00'
09'l0'57"
76.05'
N81'43'15 E
C220
76. 1J'
475.00'
09110'57"
76.05'
S8905'48E
C221
63.45'
475,00'
071307"
63.41'
S80'40'41 E
C222
3597'
475,00'
042020'
35.96'
S74'40'52"f
CJ61
124.58'
295.00'
24'1150"
123.66'
57338'05"W
C362
120,70'
295.00
232635"
119.86'
574'00'41"IV
C363
J.88,
295.00
0014574"
3.88'
561'5447"W
C364
18787'
355.00'
J9708"
185.69'
S76'41'49'W
CJ65
I. 76'
35500'
00'17'02"
L76'
N61'40'07E
CJ66
4Z43'
355.00'
07307"
4ZJ9'
N6538'51'E
C367
4Z43'
355.00'
07307'
4739'
N73'18'08 E
CJ68
56.89'
J55. 00'
09'10'57"
56. 63'
N81'43'15 E
C369
55.89,
355.00'
09'1057'
56.83'
58905'48 E
C370
4Z43'
35
4Z39'
80'40'41 E
C371
26. 68'
J0
26.86'
574'40'57 E
C372
96.85'
355.00'
1 153751"
1 96.55'
N80'1937"W
I E MCCORMICK ROAD /-- I
(60' IRDE RIGHT OF WAY PER OB 389, PG 266)
N8959'48"£ 2205.05' (OA) F::d
(BASIS OF BEARINGS) J
I 17. 04' 20239' I
J.56' 00' UE
I I
1 1- TRACT OS-6
(OPEN SPACE)
huh \ 1M I
I poi °'1 13 I
n\ \
I
' I
I � in1\l-�20
6o
I _ I
I (OPENTRACTSPACE) \�- N76'i 1'39.E p0.�
I I
DETAIL 'E"
(SCALE 1"=10)
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C2
381.54'
1200, 00'
18'13'01"
379.93'
N05'14'42"W
C4
15Z96'
910.00'
095644'
I5Z 76'
N0922'51'W
C6
196.22'
1490.00'
073243"
196.08'
NI03451'W
C2l
152.28'
1200. 00'
07704"
152.17'
NIO'43'05"W
C22
229.26'
1200.00'
105647"
228.91'
N013535"W
C33
IJ6.15'
1490.00'
05'14'08"
IJ6.11'
NI144'08'W
C34
60.06'
I490.00
027835"
60.06'
N0T52'47"W
C40
161.92'
935.00'
095523"
161.73'
SO923'JI`E
C43
373.60'
1175 00'
187J'01"
372.02'
N05'14'42"W
C44
193.06,
1225.00
09'01'47"
192.86'
N003905'W
C45
J39I'
25. 00'
774238"
31.37'
S3341'21"W
C46
4,3.92
25, 00'
1003851"
J8. 48'
N57'07'55W
C47
36.52'
25.00'
63'4113"
J3.35'
53421'J5"W
C87
96. 90'
1225. 00'
04'3156"
96.87'
S12'05'14 E
C88
42.60'
25.00'
97'38'04'
J76J'
S58'38'18 E
C89
J6.J8'
25.00'
832240"
33.25'
NJO'5120 E
C90
90.00,
1464.99'
03'JI'12•
89. 99'
N123536"W
C94
39.91'
25.00
91'28'12"
35.81'
S565654E
CI08
20.74'
885.00'
01'203J"
2a 74'
NI3'40'56'IV
CI09
6766'
885.00'
042249'
6Z64'
NIO49'15'W
CIIO
65.58'
885.00'
04'14'44"
65.56'
N063028'IV
Gill
JI.52'
935.00'
01'5554"
31.52'
N05'23'48"W
C112
65. 00'
1 935.00'
0359'00'
6499'
N0821'16'W
clu
60.01,
93500'
0340'39'
60.00'
N12'11'05'W
CI14
S.J9'
935.00'
00'19'48'
5.39'
N14708"W
Cl I5
3744'
1175.00'
01'4933'
JZ44'
N132626'IV
C116
54.66'
1175.00'
023955"
54.65'
NIi'11'42"W
C117
7J.06'
1175.00'
0333'44"
73.04'
NO804'SJ'W
CI 18
59.66'
1175. 00'
0254'32'
59.65'
N0450'44`W
C119
54.56'
1 1175. 00'
023955'
54.65'
NO2'0331"IV
C120
6776'
1175. 00'
03'1875"
67.75'
N0055'34'E
C121
26.36'
1175.00'
01'17'07"
26.36'
NO3'13'16"E
C122
10.3J'
1225.00
002859"
10.33'
5033720"W
C123
50.J6'
1225.00
022120"
50.36'
50272'10'W
C124
48.04'
1225.00
02'14'49"
48. 03'
S000554"E
C125
49.20'
1225.00
02'18'04"
49.20'
S0222'20E
C126
35. I3'
1225.00
0138'J6"
351J'
SO420'40'E
C271
34.89'
1225. 00'
013754"
34.89'
N1332'15'W
C272
62.Of'
1225.00
0254'02'
62.01'
NII'16'17"IV
C27J
28.09'
1464.99'
OI'05'56'
28. 09'
N112258'W
C274
40.02'
14,54,99'
0133'54"
40.02'
N124253"W
C275
21.89'
1464.99'
005122"
21.89'
NIJ'55'31"W
C279
134.90'
765.00'
1010691"
134.72'
N09'18'07'W
C280
IZ92'
765.00'
0120'J3"
IZ92'
Nl3'40'56"IV
C281
58.49'
76500'
042249'
58.47'
NIO-49'15"W
C282
58.49'
765.00'
042249"
58.47'
N0625'26'W
C283
6. 08,
1055, 00'
00'1948"
6. 08'
N14'I1'18"IY
C284
6Z 71'
1055. 00'
03'40'39'
67.70'
N12'I1'05'W
C285
7J. 99'
1055, 00'
04'01'06"
73.97'
N082013"W
C286
33.62'
1055. 00'
01'49'd3"
J3.62'
N132626"W
C287
49.07'
1055.00'
023955"
49.07'
NII'11'42"IV
C288
65. 08'
1055.00'
0332'OS"
1
65.07'
NO805'42"W
WYNWOOD PHASE i & 2
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
vv.}v v vv vv 50 vv v v v v vv O® \
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107'282
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40
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0
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LINE TABLE
LINE
BEARING
LENGTH
L18
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I2.5J'
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N80,08'15•E
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`CQACii�,Wp�"1419 9�
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30.68' N �pm'DI
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25.0025.00
U77LITY z o 1 ti
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-N84'45'22"E 5.24' I I �5844522"IV 500'
584-4522"W
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pti
505'14'38"E 10.00' JI �NOS'1438'Y7 I0.00'
757'
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2�
N54'4522E N84'45'22"E 8.20'
N
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-N88'46'42"E 120.00=
N
1 W
1
h 1
l
L=48.82' R=35.00' / -" I-,�
A=7955'17' CB=SJ4'4J'DO"W
-789'I627'E 120.00''-
w 1
_J to
CH=44.96, m
_
15.00'
24
h 1
UTILI7Y--1
1l EA SEMEN 1
D.U.E. 4;
N 22 J o
I
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TRACT FD-1 1 j
W I
W
TRACT FO-I I
(FUTURE OF ITT OPMEN T) 1 I I
o U
o I�
-
585 JS'44 E 12019' (NR))
(FUTURE DEVELOPMENT) I U
1
S8l'4925 f- 17054
1
23
1
25.00' 2500
S69;
1
U
1
vI
s
S LINE OF THE 1111 114 OF SEC 34-21-28�
N86'08'I1"IV 4.84'
N035143E 10.00 i
+ 7z7 's'SF7
'�58fijT8'11 E ??B6•
500
503, '4 'w 10.00 J�
1
1
N86'08'l71Y
1
1
h�l
L=48.82'R=35.00'
1
1
1
1
I
4=7955'17" CB=53605'55'E
CH-44.96
®
i
TRACT FD-1
(FUTURE OF
1-
I
V
UTILITY
1
1
1
1
1
L=204J4' R=4.
6=25955'I7" CB=553540.5 IV,' "IY
EASEMENT I
/
1
1
`CH=68.98
vvvvvv vvvvvvvvvv 1
vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv
� 1
®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®®1
MATCH LINE `H'-SEE SHEET 13
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C289
54,07'
1055.00'
0256'12"
54.07'
N045134'W
C290
49.07'
1055.00'
0239'55"
49.07'
NO2'03'31"R'
C291
49.07'
1055.00'
0239'55"
49.07'
N00'J524"E
C292
21.89'
1345.00'
00'5557"
21.89'
NIJ'53'14'W
C293
282.89'
IJ45.00'
12'03'03"
282.37'
N0106'19"W
C294
84.69'
04500'
03'3628"
84.68'
N05'19'J7-W
C295
54.02'
1345.00'
02'18'04"
54.02'
N022220"W
C296
59.8J'
1345.00'
0232'S5"
59.82'
N0003'09 E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C297
84.35,
1345.00'
0335J5"
84.33'
NOJ0724"E
C298
40.02'
134500'
01'42'17'
40.02'
NI2'J406"W
C299
56.98'
1345.00'
022538'
56.97'
NIO'30'09'W
CJ00
J4.89'
1345. 00'
0129*10"
34.89'
N1336'J7"IV
C301
84.00'
1345. 00'
03'J4'42'
83.99'
NII'04'41"W
C421
153.97'
885.00
09'58'06'
153,78'
N0922'09'IV
C423
1.53'
S.00
773029'
1.
523'0677 E
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC
FORM, IS THE OFFICIAL OEP1C80N OF THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND
MIT IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT.
THERE MAYBE A001 DONAL RESTRICTIONS
THAT ARE NOT RECORDED ON THIS PLAT
THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
o n so
I T
I INCH = 50 FEET
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC
FORM, 15 THE OFFICIAL DEPIC770M OF THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND
WLL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR
DIGITAL FORM OF THE PLAT.
THERE MAYBE 1--vm Rrsmlrnnvc
THAT ARE NOT
THAT MAY Of
RECORD:
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C97
32.55'
25.00'
74'J6'J4"
30.JO'
N2950'13"E
C96
126.92'
725.00'
10'0150'
126.76'
N0227'09'W
C99
308.19'
442.88'
J9'52'75"
J0201'
N172222"W
C100
253.08'
72500'
20'47'26"
261.63'
N265447'W
CI01
J6. 13'
25.00
8248'49"
JJ07'
N575528'IV
41.74'
125.00
19'07'58"
41.55'
S7/'06'09'IV
421.08'
52500'
4557'09'
409.87'
S84*JO'44W
346. IJ'
645.00'
30'4456'
J45.01'
N765437"E
F
34797'
495.00
40'1639'
34a85'
N852929"W
J6.20'
775.00'
02'40'34'
J5.19'
N7603'58"E
10262'
775.00'
0735'l2"
10254'
N7056'O6E
J4.99'
725.00'
02'4553"
34.98'
S06'05'07 E
C247
48.99'
725.00'
0352'17"
48. 98'
S02'45'02 E
C248
42.95'
725.00'
03'23'40'
42.94'
S00'5/ 56"W
C249
6.02'
442.88
00'4645"
6.02'
NO2'10'24 E
C250
64.83'
442.83'
0823'12"
64.77'
N0224'35"W
C251
71.04'
442.68'
09'1126"
70.96'
N1171'54"W
C252
7750'
442.88'
10'01'J4"
7740'
N20'4824"IY
C253
54.58'
442.68'
08208"
64,53'
N2959'501W
C254
24. 22'
442.88'
03'08'01"
24.22'
N35'44'29'IY
C258
52.28'
725.00'
04'07'54"
52.27'
S25'19'30'E
C259
85.J0
725.00'
06'4429"
85.25'
S1953'187E
C260
14.55'
525.00'
01'J5'18"
14.55'
N62'1949"E
C261
46..17'
525.00'
05'15'2J"
48.15'
N65'45097E
C262
48.17'
525.00'
05'15 23"
48,15'
N71'00'33 E
C253
48.17'
525.00'
05'15'23'
48.15'
N767556E
C264
52. 95'
52500'
05'46'56"
5290
N8147'06 t
C265
52.98'
525017'
05'4655"
52.96'
N8734'01 "E
C266
48.17'
525.00'
05'1523"
48.15'
S865449'E
C267
48.17'
525.00'
05'15'24"
48,15'
S81'39'25 E
C268
59.72'
525.00'
0631'Ol'
59.65'
S7546'12 E
C303
22707'
49500
26'17'00"
225.09'
S7829'397E
C310
429.62'
655.00
37J4'50"
421.96'
S8408'34`E
C380
1788'
645.00'
01 J5'l8"
1788'
N62'19'49"E
C38I
59.17'
645.00'
057523"
59.IS'
N6545'09'E
C383
5269'
845,00
033473'
5269'
S0O'46'34'IY
C384
57.09'
845.00'
0352'17'
5708'
502'5645"E
C385
82.88'
845.00'
05'J7'11'
82.85'
S074129 E
C386
224.69'
J2288'
3952'15"
220.18'
N172222'W
C387
4.39'
322.88'
00'4645"
4.39'
NO2'10'24 E
C3B8
4726'
322.88'
082J'12'
47. 22'
N0224J5W
089
51.79'
32288'
09'1126"
51,74'
NII'1154"W
C390
55.50'
32288'
10'01'34"
56.43'
N20'48'24'W
C391
4708'
32288'
08'21'18"
47.04'
N2959'50"W
C392
17.66'
322.88'
03'08'01"
17.56'
N3544'29"W
C39J
196,27'
845.00'
0'18'30"
195.83'
SJO'J9'15'E
C394
32.02'
845.00'
02'10'15"
32.01'
S36'13'22"E
CJ95
57.09'
845.00'
03'52'17"
57.08'
S3372'06E
C396
5715'
645,00'
OJ'52'JI"
5714'
529'19'42'E
097
50,01'
845.00'
032327'
50.00'
S25'41'43 E
1
VCH = 60 FEET
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
I CHORD
BEARING
C398
59./Y
645.00
05757J"
59.I5'
N71'00'33'E
C399
59./T
645.00'
05"15'23'
59.15'
N7675'56'E
C400
65.09'
645.00'
05'4656'
65.06'
N81'47'06"E
C401
65.09'
645.00'
05'4656"
65. 05'
N87'J4'01 "E
C402
20.55'
645.00'
01'49'36"
20.56'
S88'J7'43E
E I
LOCATED IN SECTIOWOOD 34rTOt�S�P 21 SOUTHaRA(E 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
MAjcH
SNEEI 3 ®� o
W 120.00.E
5j5.3g'A8
° o\ 68,
D. U.� _ C207 (OA)
CJ
C702 C305 C306 OJ
IC304 T-- C307
N r0.69'
,CJ09 �.
o� p
3 h� N I O/ 7j4j'
o I 70 71 ^ I 72 ;� / ti / S400. 11gTc
1 59
I 10.00, U. Ej I a / ✓Vry / �ry / p0 SSCO �JJof ?4jS("F
/� ry 74
0 o p' as. Sy
c-C230 C231 C23? C23J �' 0 / ,�' / O' o so °p e- 6
o p / C95 75 S0
00,
76 4 p
r N 4J I COI LF�ry 0p O/ / 86q CJJJ
1 C48 \ , So\ / 4 O 1 C127 J - - CI28 PT 77 0 / Iryp / J'f /
CURVE TABLE
LENGTH
RADIUS
DELTA
CHORD
BEARING
25Z 19'
J5000'
42'06'11'
251.44'
N8624'15'W686,21'
rCURVE
800. 00'
49'1721"
66Z 18'
5895950E
5599'
675.00'
04'45'10'
55. 98'
NIJ'1735"E
71.90,
800. 00'
05'08'58'
71.87'
S675538"E
C30
616.31'
800. 00'
44'0823'
601.18'
N8725'41 "E
C48
218,07'
325,BY
J8'2639"
214. 00'
N843429"W
C49
J0.05'
825.00'
02'05'14"
30. 05'
N6623'47'K`
C50
J4.69'
25, 00'
792959'
JI.97'
N2T4124W
C51
13.96'
700. 00'
0108'35"
0,W
51124'17'W
C52
4TJ8'
25, 00'
9450'17"
J6.82'
N5870'09'E
C53
91.09'
825.00'
06'l9'34"
91.04"
5772479"E
1' 10.00' U.E. I
�s
\ S•p\ / / •'�
3'6••p?j �o• �'� /
ry
78
'h If-o0• • l
O It /
CJIJ
C374
CJTO
C3J5
1 1
87 DO 16.66' �So
y�
79 o
IT h
88
4705. SOO
%p
yo%v � 0
ADS.
, / 8.64'
o Jso
/ 80
� ry / � � 87
ItI
o
82
I o 0
N
I e 3
00
I
v
o? l
I
83
I
1 TRACT FD_
5773' 9. 07'
N7p�14
0h
p
90
Op ,ryp / J000. \
\
Cys C7B
PI C?JB
I I
I J0.00' U.E. I
S OPMENF
(FUTURE DE )
C240
5� I
00, G
NOTICE
THIS PLAT, AS RECORDED IN ITS GRAPHIC
FORM, IS THE OFFICIAL DEPICTION OF THE
SUBOIOVED LANDS DESCRIBED HEREIN AND
KILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY 07HER GRAPHIC OR
DIGITAL FORM OF THE PLAT.
THERE MAYBE ADDITIONAL RESTRICTIONS
THAT ARE NOT RECORDED ON THIS PLAT
THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY.
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C207
34Z97'
495.00
40'16'39"
J40.85'
N852929"IY
C2JO
33.05,
375.00'
05'03'03"
3J.05'
S7950'32'W
C231
4ZJI'
375.00'
071345"
4Z28
58558'55 11
C2J2
47.50'
375.00'
07'1577"
4Z 47'
N864629"W
C233
4750'
375. 00'
07'1527"
47.47
N797I'02'W
C2J4
4Z50'
375.00'
077527"
4Z47'
N72'15'35'W
C235
2L46'
J75, 00'
03'16'42"
21.45'
N6659'30"W
C2J6
55.94'
775.00'
04'08'08"
55.93'
S6T2514"E
C237
69.J3'
775.00'
0507'J3"
69. J7'
S72'03'04'E
C238
55.. 18'
775.00'
04'09'TJ'
56. 17'
S764127E
C239
59.62'
775.00'
04'2521'
59.61'
S80'58'45 E
C240
63.17'
775.00'
04'40'11'
63. 15'
5853T'317E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C303
22ZO7'
495,00
2677'00"
225.09'
57879'39"E
C310
429.62'
655.00
3TJ4'50"
421.96'
58408'347E
C241
6742'
775.00'
0459'05"
5Z40'
N8938'51'E
C242
68.78'
775.00'
0505'05"
68.75'
N843645"E
C24J
63. 12'
775.00'
043959"
63. 10'
N7944'15'E
C302
120,90'
495.00'
1J5939"
120.60'
NBI22'01'E
CJ04
69.09'
495.Od
075952"
69.04'
S78'22'07'W
C305
62.45'
495.00'
02-1 V45"
62.41'
585'5855'3`
CJ06
62.70'
495.00"
07'1527"
62.66'
N864629"W
CJ07
62.70'
495.00"
077527'
62.66'
N7931'02"IY
C308
62.70'
495,00'
07'15'27"
62.66'
N7275'J5'W
CJ09
28. J2'
495.00'
03'16'42'
26, 32'
N66'59'30'W
84 IoI
500' UE
-C241
5,00' UE
85
15.00
C15 _ __-
C30
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C54 1
536,29'
82500'
37'14'43" 1
526.90'
N87'07'56 E
83. 03'
1515. 00'
030825"
83.02'
S12'47'00"E
39.91'
25. 00'
9128'12"
J5.81'
5565654"E
rC127
244.33'
375.00'
37'19'50"
240.03'
564'01'04 E
642.58'
775.00'
473021'
624.33'
S89'0620"E
98.07'
32500'
177720"
9Z70'
S84'50'52W
86.60'
325.00'
15'15'05"
86.35'
N78'5226'W
C129
33.39'
325.00'
0553'14"
JJ.JB'
N687747'W
CIJO
256.18'
825.00'
17'4729"
255,15'
58928'01'E
Ci31
50.03'
825.00'
032829"
50.02'
N79'54'01'E
C132
4J7J'
1 825.00'
0302'14"
43.73'
1 N75;i8'39 E
1
I
I o 0
o ®mJ.
m
I Cp43 e® ® MAiCNSHEE1r8
I__- -SEE
�{ m®
-- - _ C"Ou(II111,111
- _1000 U.E
r478z
51.36'
w
® v1
\
TRACT S1;=4
(STORMWA TER)
{ _,
{
N
5 LINE Or THE SE 1/4 OF NW 1,14
01 SEC J4-21-28
o e
o e
v, e
e
e
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
I BEARING
CJi1
49.50'
655.00'
04'2020"
49,59'
567'JI'19"E
C312
56. 22'
65500'
045521"
56.26'
S72'0990E
C31J
4Z48'
655.00'
0409'13'
4Z47'
S75'41277E
CJ14
52. 11'
655.00'
04'33'29'
52.09'
58102'49`E
C315
5JJ9'
655.00'
04'40'11"
53,37'
S8539'J9 E
C316
58,53,
655.00'
0507'12'
58.51'
N8926'40'E
C317
58.91,
655.00'
050971"
58.89'
N84'1828"E
CJIB
53.32'
555. 00'
0439'52'
5J31'
N7923'57'E
C319
1J0. 01'
1030.49'
07'13'43"
129.92'
516'50'05'E
C403
12J 6J'
820.00
083817'
123.51'
5105720`IY
C406
1,52.64'
1635.00'
04'38'53'
132.60'
N055328'VI
1 INCH = 50 FEET
WYNWOOD PHASE
1 & 2
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
MATCH LINE 'F" -SEE SHEET 4
127Z7'
®®5002728"E J80.34'®®®®®®®®®1
1
N8933'10`E 990.98__�
1
1
1
1
1
1
FND I/" IR 1
N 0.03,E D. 11'
1
I INCH = 50 FEET 1
REPLACED MTH 4"X4' Cld (PRM LB 8011)
1
1
1
1
^� 1
MATCH LINE "F" -SEE SHEET 4 ®�
1
N
N
i TRACT SW-2A
♦ \ ��;, (STDRUMATER)
N 1
I
♦� r � g9
♦ \ ® �gti 122 i
C210 0� / 5893343'IV 143.23'
1
�
Pihpo \
� �5a\/70/
1
®♦25p0 / 723
1
\20 /
55/ /
03
0
1
�500 124
j
TRACT 1
(OPEN SPACE) 1
u
/
125
1
B
ZQ.\o �\ 120p0
m u
1
N75.41'25� -
j u3
126 �,.�
m 00 U.E.
of
5 D 122.85'�
n( 7g•43'47�E i z
C48 1
C351 1
C352 i w
353
127 £ 38 48
o� 134 31
N \ 0
p / C354
R I ul 0 u E 00 E 15� 0 50 p0 \N
e
'30
133
�,, 132 \ ^ o
R'
\
131 \ \ U.E�
p0
\
10 0p
C199
50 20J N \ �'G 130 0200 C75
\ \ o C202 \ C2 1p1p 1
�w 129 m 1
C17-1
/ C611
o 128 o .".00
0' 11 03/PC
j0 00'UE\ 50.3� \M 2
Y6469 2g5% ri�PG5? s SNEEj 9
N/1 30 N 52\ 210 3s��\NE5"N
��j�N
1
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
CIO
325.59'
46Z88'
3952'15'
J19.06'
SI72222E
Cll
24SOJ'
700. 00'
200321'
243.78'
SO77755 E
C15
688.21'
800.00
49'1721'
667. 18'
58959'50"E
C17
274.47'
350.00'
445551'
26749'
S87'4925'W
C26
292.42'
700. 00'
2356'04"
290.29'
N252027'W
C27
159.52'
700. 00'
1J0325'
159. 18'
NOJ'5757"W
C28
85.51'
700.00'
06'5955"
85.45'
NIJ5937'W
C30
616.31'
800.00
44'0823'
501. 18'
N8725'41'E
C55
41.99'
25.00
96'1422'
JZ23'
N6322'14"W
C60
34.59'
25, 00'
79'1548'
3I.89'
N25'43'36 E
C61
254.86'
325.00'
445551'
248, J8'
N874925E
C75
294.07
375. 00'
445551'
286.59'
587'4925'IV
C76
4795'
25, 00
10953'08"
40.93'
N59'4155"IV
C77
86.22'
675.00'
07'19'08'
85. 17'
NOI'05'48'W
C78
342,99'
492.88'
39'52'15'
3J6. I I'
N172222"V7
C97
32.W
25.00
7436J4'
JO. JO'
N295013'E
C98
126.92'
725. 00'
10'01'50"
126.76'
NO2'2n9'IV
C99
308.19'
442.88'
J95215'
J02.01'
N172222'W
C700
263. 08'
725.00'
20'4T26'
261.63'
N255447"W
CIJJ
95.25'
625.00
0636'57'
94.21'
N71'49'04 E
C199
50.00'
37500'
0738'22'
49.95'
N86'13'02'E
C200
50.00'
375.00'
073872"
4R98
N7834'40`E
C201
50. 00'
375.00'
07'38'22'
49.96'
N7056'18 E
C202
11.52'
37500'
01'4537'
11.52'
N667479'E
C203
8.40'
492.88'
0058'36"
8.40'
11020478E
C204
86.74'
492.88'
10105101"
86.63'
N032720'IV
C205
50.00'
492.88'
05'4844"
49.98'
NII24'l3'W
C206
50. 00'
492.88'
05'4844'
49.98
N17'12'57"W
C207
50. 00'
492.88'
05'48'44'
49.98'
N2301'42"W
C208
50. 00'
492.88'
05'48'44'
49.98'
N2850'26'IV
C209
4Z84'
492.68'
053341'
4Z82'
NJ4'31'39'W
C210
2.16'
675.00'
00'1059'
2.16'
S377J'00'E
C245
102.62'
775.00
073592'
102.54'
N70'56'06'E
C348
325.20'
54560'
J4'09'01"
320.41'
S82'52'13'IV
C351
66.25'
545.60'
06'5725'
66.21'
584'44'13'IV
C352
66.06'
545.60'
06'5813'
66.02'
S774724"W
C353
69.67'
545.60'
07'19'00'
69.63'
S70'39'47W
CJ54
11.52,
545.60'
01'12J5'
11. 52'
S6624'00'W
C355
172.J3'
612.88'
160678'
171. 75'
5222154 E
C356
76.36'
612.88'
07'08'20'
76.31'
533'59'2J E
CJ57
62. 17
6/788'
05'48'44'
62.15'
N34'39'10'W
C358
62.17'
612.88'
05'4844'
62. IS'
N2850'26"W
C359
62.17'
612.88'
05'4844'
62.15'
N2501'42'W
C360
62.17'
6/Z88'
05'48'44`
62.15'
N1772'57`W
NOTICE
THIS PLAL AS RECORDED IN ITS GRAPHIC FORM, IS THE
OFFICIAL DEPICTION OF THE SUBDIODED LANDS DESCRIBED
HEREIN AND RILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM
OF THE PLAT.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE
NOT RECORDED ON THIS PLAT THAT 14AY BE FOUND
IN THE PUBLIC RECORDS OF THIS COUNTY.
I INCH = 50 FEET
t`
w
w
N
W
W
N
1
04
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
� SHEE1 e
iSE
MPjCN 30 �N65 z1N0.E 255 �p �=
\ 0 E DO
184 T
oECiBi \ �'�
\ TRACT OS-4 \ 00
i S89'05'51 E �^ o, IB3 \ oo.\ 'o (OPEN SPACE)
N i 83.40'
o
� 1 -ps�a, m, 2 ss'\ Ap 00 h3h o00 tiY1 N81'4957 "{l'
6..47' ��-'-
W 1 0' 25.0F,v 57927 ' 0.9h 6�0 o s\oo. s`
In 1 IIETLAA'D v q
A BUFFER 952' N S �q?S7• `'\ \��:r �!®
Z 1 !?J gq, 5j1'43 \ \7Z•A,YDB v�
p
1 1
1 TRACT C-2 \ \
1 (CONSERt ATION) \
i \ 1
____®®®_®®___®®__®®®__®_®®®_®®___®®®®®®®®®®®®®®®®®_®_®®®®®-®®®®®®-i
MATCH LINE "L" -SEE SHEET 12 1
1
1
1
� 1
LINE TABLE
LINE
BEARING
LENGTH'
LZ
54750'55E
48. 11' '..
L3
N42'09'05E
22.00'
L9
S6053'281V
16.56'
00
N642252'W
29.19'
LIT
N010951 "W
15.00' '..
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C12
153..22'
1170.84'
07'4433"
158.10,
SIJ38'24 E
CIJ
3323'
50.00'
38'04'48"
J2.52'
528'48'32'E
C28
85.51'
700.00'
065955"
85.45'
NIJ'5937'W
C55
41.99'
2500
96'1422"
J723'
N6322'14"W
C56
150.27'
1145.B2
07305/"
150,16'
N1345'16'W
C57
49.55'
75, 00'
375/'03"
48.65'
528'5524E
C58
234.16'
55. 00'
24356'12"
93 J2'
NIO'10'59'
C59
13291'
1195.78'
0622'07"
132.84'
N14'l9'36'W
C50
34.59'
25.00'
79'15'48"
31.89'
N2543'J6"E
C61
254.86'
32500'
445551"
248.J8'
N8749'25£
C133
95.26'
825.00
0636'57'
95.21'
N71'49'04 E
C135
2837'
725.00
02'14'32"
28.37'
516'22'19E
C136
41.14'
1145.82
0210326"
41J4'
N1628591W
C137
49.42'
1t45.82
0228'17"
49.42'
N14'13'07'W
C138
49.43'
1145.82
0228'18"
49.42'
Nl 1'44'50"W
C7J9
10.28,
1145.82
0030'50"
10.28'
NIO'15'16"W
C140
25.02'
75.00'
19'06'40"
24. 90'
Nl9'33'12'W
C141
24.53'
75.00
/8'4424"
24. 42'
5J82844 E
C142
JO..34'
55.00
J/3673"
29.95'
56339'02"E
C14J
11.24'
55.00
11'42'43"
11.22'
S85'18'J0"E
C144
JJ 45'
55.00
34'51'00"
32.94'
N71'2439 E
C145
2723'
55.00
2822'01"
26.95'
N39'48'09 E
C147
41.82'
55.00
433358'
40.82'
N15'1124'W
Cl4B
7L81'
5500
74'48'44"
56.82'
N742245"W
C149
43.29'
75.01'
9970'35-
J8. 09'
N62-11'08"W
C150
2723'
25.01'
6223'08'
25.91'
S803452 E
C151
16.06,
25.01'
3647'27'
15.79'
5305934"E
C152
28.02'
1195.78'
012033'
28. 02'
511'48'49E
C153
J9.35,
1195.78'
0/'53'07"
39.34'
513'25J9"E
C154
J9.35,
1195.78'
0153'07"
39. J4'
S15'18'46'E
C155
26.20'
1195.78'
01'1520"
26.20'
S16'53'00E
C156
42.27'
674.99'
OJ'J5'17"
42.26'
N15'4157W
C157
/3. 14'
674.99'
0105'55"
13 14'
S1656'07 E
C156
29, 13'
674.99'
027821"
29. Q'
S15'0829E
C159
14.77'
325.00'
02'36'l3"
14.77'
S66'39d7"W
C160
81.01'
J25.00'
14'1654"
80.80'
S7506'10"W
C161
74.61'
325.00'
13005"
74.45'
S88'49'14'W
C319
/30.01'
1030.49'
0773'43"
129.92'
516'50'05'E
C320
50.00'
/030.49'
02'4649"
50.00'
NI9'OJ32"W
C321
40.00'
1030.49'
02'1327"
40.00'
N163324W
C322
40.00'
100.49'
02'1327"
40.00'
N14'19'57"W
C323
120.98'
7J20.00'
05'15'04"
120,94'
518'1336"£
C324
62. 9Y
1J20.00'
024353"
62.92'
51979i1 E
C325
43.28'
1320. 00'
0/5243"
43.28'
S177053"E
C326
43.28'
I320.00'
01'52'43"
43.28'
S15'1810E
C327
J6300'
520. 00'
39'59'50"
35568'
5723322 E
C405
24.85'
725.00
015750`
24.85'
S167358"E
C417
3.52'
725.00
007642"
J. 52'
S1721947E
C418
t.52'
S5.00
0l'34'S1"
152'
N24'49'4JE
C419
16.75'
S5.00
/776'43"
16.68' 1
N15'18'56"E
I INCH = 50 FEET
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
BEARING
C17
274.47'
3,90.00'
445551"
267,49'
S874925'W
C18
218.20'
250. 00'
50'00'29'
211.34'
N8572'05E
C19
261.78'
375.00'
39'59'50"
256.50'
5123322E
C3!
56,05'
250. 00'
1250'47"
55.94'
S76Y18'03'E
C32
162.15'
250, 00'
J7'09'42'
159.J2'
N7851'42E
C51
254.86'
325. 00'
445551"
248.J8'
N874925E
C62
15.61'
275.00'
03'15'09"
15.51,
S7120'14'E
C63
3508'
25. 00'
80'2421"
32.27'
532'45'38"E
C70
35.OH'
25. 00'
802421'
32.27'
N473844 E
C71
132.27'
275. 00'
273377"
130. 99
N74'04'11'E
C72
245.76'
55, 00'
255004"
86.67'
N67'03'46"IY
C73
34.03'
25.00,
7800'04"
J1.47'
S2355J9"IY
C74
185.99'
225.00
4721'40"
180.74'
S8636'3l'IY
C75
294.07'
375. 00'
445551"
286.59'
587'4925'W
C162
84.47'
325.00
145329"
64.23'
N7709'24"W
C163
30.06'
400.00
04'182J"
JO.06'
N05'17'21E
C183
24.90'
350.00
0404'J6'
24.90'
S0524'15"W
C184
106.68'
27500'
22'13'd8'
106.02'
N76'44105"E
C185
I5.58
27800'
03'1433'
15.56'
N64100100"E
C186
10.02'
275.00'
0205'16"
10, 02'
N61201O6E
C187
J4.03'
S5.00'
352851'
3349'
S43'1326"W
CI88
21.07'
S5.00
2l'ST02"
20.94
S1431'30W
C789
24.82'
55.00'
25'51'16'
24,61'
S0922J9 E
C190
4Z73'
55. 00'
49'43'2J'
46.25'
S4709'59'E
C191
86.30'
55,00,
89'54'03'
77.72'
N63'0I'16'E
CI92
31.82'
55. 00'
33'08',J5'
31.37'
N012955E
C193
24.26'
225.00'
06'1035"
24.24'
N66'00'59 E
C194
8793,
225.00
222328'
8ZJ7'
N80'18'01E
C195
7380'
225.00'
18'47'36"
7J. 47'
5790628'E
C196
32.55'
1375.00'
04'58'23"
32.54'
572'11'51'E
C197
50.00,
375.00'
0738'27"
49.96'
S7870'14"E
C198
50.00'
J7500'
073822"
49.96'
SWO1136 E
C328
JO.. 05'
520.00
03'18'41"
30. 05'
S0547'12"W
C335
160.56,
2J0.00'
39'59'50'
157.32'
N123322'W
C335
24. 93'
230.00
06'12'39"
24.92'
SO420'14"IY
C340
148.24'
135. 65'
623550"
140.97'
N20'20'56"E
C341
294. 12'
175.00'
96'1744"
260.70'
N78'2052W
CJ42
151.23"
175.00"
4930'47'
146.57'
S78'1539'W
CJ43
14Z89'
175,00'
464658"
138.95'
N533529"W
C344
115.02'
214.24'
3l'0144"
114.61'
N83'JO'07 E
C345
22.05'
214.24'
0554'01"
22.05'
S8356'07"E
C346
46.40'
214.24'
122430"
46.31'
N85'54'J8"E
C347
47.50
214.24'
12'43'14"
4Z47'
N7420'46"E
C349
45.14'
545.60'
04'4427'
4513'
N82'25'JO W
C348
325,20'
545.60'
34109'01'
320,41'
58252'13"IY
C350
66.56,
54560'
065921"
66.51'
N88'1724-W
C408
0. 69'
44.00'
005340"
0. 69'
N61'10'16"E
WYNWOOD PHASE ' & 2
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
1
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(OPEN SPACE)
1
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140 h I
141
2
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N -00; E 0. 26'
REPLACED MTH 4"X4' CM (PRld LB 8611)
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10.00
m) I;ESTERLY RIGHT OF WAY LINE
10.00' WDE FPL EASEMENT OF N. APOPKA WIELAND RD
(EXHIBIT A) PER ORB 3737, PG 1328-
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\
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O� REPLACED 1;1 TH
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2W 4+
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C162
C32 5
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C186 \
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4Wi o Z500'/-10.00
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2000' 1410E OUC EASEMENT
TRACT OS-3 PER ORB 9923, PG 9176
o O ool
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(OPEN SPACE)
3
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120. Do'_
0 41 a z
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2 -582332T b
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TRACT R-I
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500'O.
(ADDITIONAL RIGHT OF WAY)
--N823J27" iV J2026_ Iv w�
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747 �'
ENO 12 IRC "G.B.A. LB-
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N -0.09,E 0.01
REPLACED MTH
v v v -SB2J327" M
1 vy E 12046•- C335(OA)
L=243.5T R=2979.79'
A=D4'47'16" CB=N0627'14E
PNT
4°X4" CTd (PRY L88011)
vv v v
vvv vvvvvv®vvvvvv®v®®®4®4®vv
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MATCH LINE "P -SEE SHEET 11
LINE TABLE
LINE
BEARING
LENGTH
L6
N29'43'09"W
18.99'
L7
N72'J2'J4'W
15.29'
WYNWOOD PHASE i & 2
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
I INCH = 50 FEET
-N827377^XLj2026'- ®®'q
_Sa,��� MATCH LINE "P" -SEE SHEET 10
765 Ie I I `,, J1T27E 720. 46 �� vvvvvvvvmmmmmmmmmmmmmv mmvvvvvmvmmm m mmmmmv- m v
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1 ro 'a 148 n
=S85'49'59�VY 120.00= I � I u S08'5052'W 4 CTI R
5Op 0,U- 7RACr R-i
W 14p,00- (ADDI00NAL RIGHT 0- IVAYJ
II5'07° o,
�n 164 '�'' -- 20.00' 1490E OUC EASEMENT
Opao 1 149 TRACT 05-J PER ORB 992J, PG 9176
S79'00'29"W 120� ` ml O o (OPEN SPACE)
_ _ 1� U W 123p i I
\ SbB 4fi 25/ L=2435T R=2914.79'
163 OUE�1 \2500 /
6=0447'I6' CB=NO6*2 E
0.
5g5W � - 25 Op 150 3. /' CH=243.49
S LINE OF THE SW 1/4 OF NE 1/4
OF SEC 34-21-28 I - -
S0006'33'E 175.63'
1 Zg�VI 1z/ 751
m i565 ® o�
/ PC �o0 3
�; 761 \2p pp 64� \y N89 35'24 E 299, 90' ^ ^l
0 20p,V /p\ 152 / y, 500'06'33°£ 6345' �N•
G=OI'!5'0/' .60'CB=R= 214.79"
N. �, L=6360' R-2914.79'
m 160 p2 \C5 o c \y CH=63.60'
.-� C334
759 p'l 5p0 \R o0 11
�.z
5z T / 55 154 / R� TRACT P-3
�j®� �558 / 7S8 / / QO��� o-' (PARK)
`/ / / C177 /\y ,2 0
/ h3 _'
A / ,pp yl \2p \pg� \ `" a cs� CJJ6 55020 Op 755 RL2914. 87'
♦'' / 32 �.5� / a05'4J03"
a j55a of 1 /,l�Ri �� CB=N000256"W
157 Jf/ 00� CH=290.75' m
h ®PC o 00 11g' O
SOI32'02"W '" I
38.58' CI70 0 / 466p 61 2x�a
N887934'W I3356'(NR)\oRP 55O 156 p
PI 9 \,L6- 20. 00' Qea
1 ' SB�i8l7 114.78 L76
1 20.003.90'
1---- 427211 71245.40' C412 C66 �'^ ti5�ry 2�m
1 588'18'!J E l3i.6T C414 �W ��5 20.00' WIDE OUC EASEIAENT I Sg
\ PER ORB 9923, PG 9176
5880.74' \�= Gij 62p Biz / �-
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N 1 TRACT
OS-4
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1 \ s�
1 \ o f S LINE OF THE SW 1/4 OF NE 1/4 r _ _ _ _ _ _ _ _ _
w l o w OF SEC J4-21-25
V) 1 \� _ 40.00' 1170E DRAINAGE EASFI,IENr� o
2 N 2PJ PER ORB 3921, PG 0117 0
1 No \ o �
1 TRACr SIY-s a;lr
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Z (STORY fYA TER)
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5054439'W r� N -007, E 0.14'
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L mmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmm mm®
® MATCH LINE "L ®-SEE SHEET 12
CURVE TABLE
CURVE
LENGTH
RA01US
DELTA
CHORD
BEARING
C19
261.78'
375.00'
3999'50
256.50'
512'3372 E
C20
76..09'
150.04'
2949'18"
7Z 22'
S17'17'J9'E
C64
279.23'
400.00'
3959'50"
27J.60'
S123322E
C65
56.16'
125,00'
254426"
55.69'
S19'41'04 E
C66
250,01'
55. 00'
2607629"
83.99'
N445131 E
C67
29.25'
25. 00'
671OX18'
2Z62'
55150'04 E
C66
43.52'
175.00,
147452'
43.41'
N2525'511W
C69
244.33'
350. 00'
J95950'
239.40'
N12'JJ'22"W
C164
50.98,
400. 00'
07'18'11"
50,95'
N0030'56"W
C165
47.65'
400. 00'
06'49'JO"
4Z52'
N073446"fV
C166
4765'
400.00'
05'4930"
4762'
N1424'16"W
C167
47.65'
400. 00'
06'4930'
47.62'
N2173'40W
C168
4765'
400.00'
0649J0"
4762'
N2810'15"IV
C169
7. 60'
400.00'
01,05,17"
7.60'
N3200'39'W
C170
6.70'
55,00'
065838`
6.69'
S082433'E
C172
4709'
55.00'
490J34"
45.67'
56520,31E
C173
J6.28'
55.00,
374756'
35.63'
N71'06'02'E
C174
40.25'
55.00'
41'S5'48"
39.J6'
N3174'IO"E
C175
64.41'
5500'
67'O6'08"
60.79'
N2XI6'48"W
C176
2739'
55.00'
2831'52'
2711'
N710548'IV
C177
1302'
175.00'
04'1551"
l302'
S2026'21'E
C178
JO.49'
175. 00'
09'59'01"
30. 45'
527J347'E
C179
69.20'
350.00'
11'19'42"
69.09'
S265326E
C160
70.12'
350. 00'
1128'42"
70. 00'
S1529Y4 E
C181
80.11,
350. 00
/3'06'49"
79.9J'
S0371'28"E
C327
J6300'
520. 00'
J95950"
J55.68'
5123322"E
C329
75.J1'
520.00'
0877'53"
75.24'
SOO'01'04 E
CJ30
61.94'
520.00'
06'49'JO"
61.90'
5073446 E
GMT
51.94'
520. 00'
06'49'30'
61.90'
S1424'16"E
C352
6T94'
520. 00'
06'49'JO'
61.90'
S217J'46"E
CJ33
61.94'
520. 00'
06'49'JO'
61.90'
S28'03'15"E
C334
9. 87'
520. 00'
OIV5'17"
9.87'
SJ2'Ong'E
C335
160,55'
230.00'
395950"
157J2'
N12J3'22"W
CJ37
44.08'
230.00'
10'58'47'
44. 01'
SO4'1529"E
C3J8
46.08'
230.00'
112842"
46.00'
51529'14 E
C339
45.48'
230. 00'
11'19'42"
45.40'
S265326"f
C412
18. 69'
55.00'
192872"
18.60
S20J8'02"E
C414
9. 19,
55,00'
0974'13'
9.78'
SJ6'09'20"E
LINE TABLE
LINE
BEARING
LENGTH
L4
NO2'2252W
25.26'
LS
587'41'00'IV
22. 00'
L8
N40'J8'J5E
20.15' (NR)
L16
S45'14'08'W
10.94'
L17
N45'14'08 E
15.05'
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST
LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA
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1
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1
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1 1011891 (OPEN SPACE)
1 N8475'11 "W 1070 J91 N054537E 60.69'
1 5850'
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WEST ORANGE TRAIL _&-35'11 00 ce- ,
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2
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2
LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 21 SOUTH, RANGE
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N00'14'55'E 1051.97' 1
S89'17 37 E 726.00'
END NO 'PCP L8 3897' 1
Ft1 THIN TOP of k'OODEN 1
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1
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S294253E 98.J0_ 5EC JJ-21-28-\,_ 1
1
SW CORNER OF DIE 1
55226'S5'E 7J.34' NW 114 OF SEC J4-21-28 1
28 EAST
1 LL 1 1
BOOK: PAGE:
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1 INCH = 50 FEET
■
1
1
1
1
1 MATCH LINE 'H"-SEE SHEET 7
CCR 165679 1
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57T35J5 9I.lI
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(FUTURE DEtELOPMENT)
1
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(CONSERVATION)
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REPLACED 417H "REP.S.
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R=1304.74'
N 0.16; E 0.16' LB 4741"
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END INC 47a1"
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CURVE TABLE
CURVE I LENGTH RADIUS DELTA CHORD BEARING
16
1.648.9104
C-1 54.56' S5.00' 0i J6'37" 54.56' 5790024E
POULOS BENNETT
Orlando Office Jacksonville Office
2602 E.Livingston Street (407)487-2594 12574 Flagler Center Blvd.
Orlando,Florida 32803 poulosandbennett.com Jacksonville,Florida 32258
September 12,2022
Margie Householder
City of Ocoee
Development Services
150 North Lakeshore Drive
Ocoee,Florida 32761
Subject: Wynwood Phase 1&2
Engineer's Certification of Construction Cost for Performance Bond
City of Ocoee No.LS-2022-002
Poulos&Bennett Job No. 20-159
Dear Mrs. Householder:
Below is a summary of the costs to complete construction associated with the above referenced project. This
document has been prepared based on the JR Davis Construction Company, Inc. Pay Application 10, dated
August 31, 2022, Keller Outdoor Landscape & Irrigation Invoice dated January 21, 2021, and Seminole
Masonry Proposal dated May 23,2022. Please see below for remaining costs:
I. General Conditions&Earthwork Phase 1&2 $ 259,126.39
II. Phase 1-Water $ 1,417.05
III. Phase 2-Water $ 2,984.85
IV. Phase 1-Paving $ 383,265.99
V. Phase 2- Paving $ 370,705.56
VI. Landscape&Irrigation $ 297,609.75
VII. Hardscape $ 339,860.00
TOTAL COST: $ 1,654,969.59
Based on the total cost of$1,654,969.59 a performance surety amount of $1,903,215.02 ($1,654,969.59 x
115%)is proposecit‘kOVIAtityleind approval of the proposed surety amount is requested.
\ OANIFt
Sincerely, • i,1C1Nd , )'
•
•
9A0g
Marc Stehli ' . 4y
P.E.No. 5274 '& •ORIOP`.•••'
Poulos&Benn VAL ENG\�`