HomeMy WebLinkAboutItem #07 Approval of Preserve at Crown Point Phase 2A PlatAGENDA ITEM COVER SHEET
Meeting Date: May 16, 2017
Item # 7
rn Reviewed By..
Contact Name: Milan Womack Department Director: mi9wR r
Contact Number: (407) 554-7081, ext. 1506 City Manager:
Subject: Preserve at Crown Point Phase 2A Plat Approval — District 1 (Commissioner John
Background Summary:
The subject property is located on the former Coke Property the City purchased as part of the Crown Point
PUD. The City, through a RFP process selected Mattamy Homes as purchaser of the site with the intent to
build 303 single-family homes. Mattamy Homes has closed on the purchase of Phase 2A and is in the site
development process. This plat is being required in order to reflect the improvements constructed as part of The
Preserve at Crown Point Phase 2A development. This plat includes easements for public utility improvements
and the stormwater management system.
The lot is identified as parcel number 01-22-27-0000-00-013. The total subdivision is 102.86 acres in size with
Phases 2A and 213 consisting of 57.93 acres and 44.93 acres, respectively. The Preserve at Crown Point
(Crown Point PUD) subdivision will include a total of 303 single-family residential lots; Phase 2A makes up 150
of the single-family residential lots. Phase 2A of the Preserve at Crown Point subdivision has residential lot
sizes of 45 feet by 124 feet, 55 feet by 124 feet and 75 feet by 124 feet.
Mattamy Homes is developing the subdivision as a gated community. Therefore there is no need for an
upgraded street light agreement, as the developer and HOA will be responsible for 100% of the installation,
monthly operating costs, any maintenance, and all future replacements for the street lights. Mattamy Homes
has executed the City's Traffic Enforcement Agreement to allow for enforcement within the gated community.
The Preserve at Crown Point Phase 2A is platting prior to receiving a Certificate of Completion; therefore, the
developer is required to provide a Surety in the amount of $3,936,275.80 which is 115% of the cost of
remaining improvements covering the proposed improvements as approved in the Ocoee Crown Point PUD
Phase 2A Final Subdivision Plan. The Surety and signed Traffic Enforcement Agreement will be provided prior
to the recording of the Plat.
Issue:
Should the City approve the Preserve at Crown Point Phase 2A Plat?
Recommendations
The Development Services and Police Department recommend the approval of The Preserve at Crown Point
Phase 2A Plat and the Traffic Enforcement Agreement by the City Commission and to authorize the Mayor and
City Clerk to sign the Plat and Traffic Enforcement Agreement.
Attachments:
1. The Preserve at Crown Point Phase 2A Plat
2. Traffic Enforcement Agreement
Financial Impact:
None
Type of Item: (please mark with an x")
Public Hearing
For Clerk's Dent Use:
Ordinance First Reading
Consent Agenda
Ordinance Second Reading
Public Heading
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 Q N/A
TRAFFIC ENFORCEMENT AGREEMENT
THIS TRAFFICE ENFORCEMENT AGREEMENT ("Agreement') is made
and entered into as the (— day of U, 20 , (the "Effective Date") by and
between (Preserve at Crown Point Home Owners Association, Inc.), whose mailing
address is (1900 Summit Tower Blvd. Suite 500, Orlando, FL 32810) (hereinafter
referred to as the "Association') and the CITY OF OCOEE, a Florida municipal
corporation, whose mailing address is 150 North Lakeshore Drive, Florida 34761
(hereinafter referred to as the "City").
WITNESSETH:
WHEREAS, the Association is a not -for -profit corporation existing pursuant to
and in accordance with Florida Statutes §§ 617.301-617.312; and
WHEREAS, the association owns and/or controls those private roads within the
(subdivision) which is located in Orange County, Florida, and within the corporate limits
of the City of Ocoee, Florida, said private roads being those roads within the
(subdivision) (hereinafter referred to as the "Private Roads"); and
WHEREAS, Florida Statutes § 316.006(2)(b) authorizes the City, subject to
certain provisions, to enter into an agreement with the Association whereby the
Association grants unto the City traffic control jurisdiction over the Private Roads within
the subdivision controlled by the Association; and
WHEREAS, Florida Statutes § 316.640(3) authorizes the City to require that the
City police department enforce the traffic laws of the State of Florida on any private
roads pursuant to a written agreement under Florida Statutes § 316.006(2)(b); and
WHEREAS, the Association and the City desire to have the Association grant
unto the City traffic control jurisdiction over the Private Roads as authorized by Florida
Statutes § 316.006(2)(b) so that the City may enforce the traffic laws of the State of
Florida on the Private Roads; and
WHEREAS, this Agreement has been duly approved and authorized by the
Association in accordance with its Articles of Incorporation, Bylaws, and other
applicable goveming documents.
NOW, THEREFORE, in consideration of the premises and other good and
valuable considerations exchanged between the parties hereto, the receipt and sufficiency
of which is hereby acknowledged, the parties hereto agree as follows:
Section 1. Recitals. The above recitals are true and correct and incorporate
herein by this reference.
Section 2. Traffic Control Jurisdiction. The Parties agree that the City shall
have traffic control jurisdiction over the Private Roads and that officers of the City police
department are authorized to enter upon the Private Roads for the purpose of exercising
this Uniform Traffic Control Laws on the Private Roads. The exercise of jurisdiction
provided for herein shall be in addition to jurisdictional authority presently exercised by
the City under law, and nothing in this Agreement shall be construed to limit or remove
any such jurisdictional authority, Such existing jurisdiction includes, but is not limited to,
the regulation of access to the Private Roads by security devices or personnel.
Section 3. Traffic Enforcement. The City hereby agrees that the police
department will enforce the Florida Uniform Traffic Control Laws on the Private Roads;
provided, however, that the foregoing shall not be construed to require any minimum
level of staffing or create any priority for traffic enforcement on the Private Roads vis-a-
vis public roadways or other private roads. All decisions regarding the level of traffic
enforcement on the Private Roads and staffing related thereto shall be within the sole
discretion of the City police department.
Section 4. Traffic Control Signs. All traffic control signs within the subdivision
shall be uniform traffic control signs and shall be installed and maintained by the
Association. The City shall have the right at any time to require additional traffic control
signs and other traffic control apparatus as the City may deem to be necessary for the
enforcement of traffic laws on the Private Roads.
Section 5. Traffic Enforcement Fee. In Consideration for the City exercising
traffic control jurisdiction over the Private Roads, the Association hereby agrees to pay to
the City an annual Traffic Enforcement Fee ("Annual Fee"). The initial Annual Fee
under this Agreement will be set a $ 0.00 and shall be prorated based on the Effective
Date and due and payable within thirty (30) days from the Effective Date of this
Agreement. The Annual Fee for subsequent years will be set by the City on or prior to
(date) of each year for the subsequent calendar year. Each subsequent Annual Fee shall
be due and payable on or before (date) of each year in which traffic enforcement services
are rendered. The parties hereby agree that the Annual Fee is made as reimbursement for
(i) the actual costs of traffic control and enforcement, (ii) the costs associated with
maintaining the traffic control signs and apparatus, and (iii) the additional liability
insurance costs incurred by the City as a result of this Agreement.
Section 6. Indemnification. The Association hereby agrees to indemnify and
save the City harmless from and against all losses, costs, expenses, claims, damages,
judgments, liabilities and causes of action whatsoever (collectively, "Claims") including
reasonable attorneys' fees and paralegal fees, both at trial and at appellate levels, arising
out of or alleged to have arisen out of the City entering into this Agreement. Nothing
herein shall be construed to include within the foregoing indemnity and liability on the
part of the Association for Claims arising out of acts of negligence by the City. The City
shall use its best efforts to promptly notify the Association in writing of any Claims based
on this Agreement and shall provide the Association with information regarding the
Claims based on this Agreement as the Association may reasonably request, but the
failure to give such notice or provide such information shall not diminish the obligations
of the Association under this Section. No Claims whatsoever shall be made or asserted
against the City by the Association for or on account of anything done or as a result of
anything done omitted to be done in connection with this Agreement.
Section 7. Term; Termination. The term of this Agreement shall be two (2)
years from the Effective Date (the "Term"); provided, however, that this Agreement may
be terminated by either party upon sixty (60) days written notice to the address first
appearing in this agreement. In the event of termination by either party, the Association
is entitled to a pro rata refund of the Annual Fee paid, if any, for the year in which
termination occurs. This Agreement will automatically renew for an additional two-year
term at the end of each two-year term unless the Agreement has been terminated in
accordance with this Section.
Section S. Applicable Law. This Agreement and the provisions contained
herein shall be liberally construed and interpreted according to the laws of the State of
Florida.
Section 9. Agreement; Amendment. This Agreement constitutes the entire
agreement between the parties, and supersedes all previous discussions, understanding
and agreements, with respect to the subject matter hereof. Amendments to and waivers
of the provisions of this Agreement shall be made by the parties only in writing by formal
amendment.
Section 10. Counterparts. This Agreement may be executed in any number of
counterparts, each of which shall be deemed to be an original but all of which together
shall constitute one and the same instrument.
Section 11. Captions. Captions of the Sections and Subsections of this
Agreement are for convenience and reference only, and the words contained therein shall
in on way be held to explain, modify, amplify or aid in the interpretation, construction or
meaning of the provisions of this Agreement.
Section 12. Severability. If any sentence, phrase, paragraph, provision or
portion of this Agreement 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 hereof.
Section 13. Effective Date. The Effective Date of this Agreement shall be the
date first appearing in this Agreement and shall coincide with the date the Agreement is
executed by the City.
IN WITNESS WHEREOF, the Association and the City have caused this
instrument to be executed by their duly authorized officers as of the day and year first
above written.
Signed, sealed and delivered
In the presence of:
Print Name
ASSOCIATION:
Title:
(CORPORATE SEAL)
Name Executed on:
STATE OF FLORIDA
COUNTY OF
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in
the State and County aforesaid to take acknowledgements, personally appeared and who
(_) is personally known to me or (_) produced
Identification, and that he/she acknowledged executing the same in the presence of two
subscribing witnesses, on behalf of said corporation, freely and voluntarily, for the uses
and proposes therein expressed.
WITNESS my hand and official seal in the County and State last aforesaid the
day of
Signature of Notary
Name of Notary (Typed, Printed, or Stamped)
Commission Number (if aot legible on Sealy
My Commission Expires (if not legible on seal):
Signed, sealed and delivered in the
Presence of:
Print Name
Print Name
FOR USE AND RELIANCE ONLY
BY THE CITY OF OCOEE, FLORIDA.
Approved as to form and legality
this day of , 20
CITY:
CITY OF OCOEE, FLORIDA
Rusty Johnson, Mayor
Attest:
Melanie Sibbitt, City Clerk
(SEAL)
Executed on:
APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING HELD
ON , UNDER
AGENDA ITEM NO
SHUFFIELD, LOWMAN & WILSON, P.A.
Un
City Attorney
STATE OF FLORIDA
COUNTY OF ORANGE
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in
the Sate and County aforesaid to take acknowledgements, personally appeared RUSTY
JOHNSON and MELANIE SIBBITT, personally known to me to be the Mayor and
City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally
acknowledged executing the same in the presence of two subscribing witnesses, freely
and voluntarily under authority duly vested in them by said municipality.
WITNESS my hand and official seal in the County and State last aforesaid this
day of
Signature of Notary
Name of Notary (Typed, Printed or Stamped)
Commission Number (Want legible on seal)
My Commission Ezpues (if nol legible on seal)'.
PRESER VE A T CROWN POINT PHASE 2A
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
Parcel 1 LEGAL DESCRIPTION:
A parcel of land located in Section 1, Township 22 South, Range 27 East and Section 6, Township 22 South, Range 28 East Orange County, Florida. Said parcel being more particularly described as follows.
SHEET 1 OF 10 IPLAT
BOOK
Commence at the southwest comer of Tract'F' of Ocoee Crown Point PUD Phase Las recorded in Plat Book 63, Page 24 of the Public Records of Orange County, Florida, also being a point on the South line of the southeast quarter of said Section 1; thence run
along said South line of the southeast quarter South 89' 41' 40' West, a distance of 1682.25 feet; thence leaving said South line run North 00' 18' 20" West, a distance of 910.45 feet to the POINT OF BEGINNING, also being the southeast corner of a conservation
easement recorded in Official Records Book 10450, Page 96 of the Public Records of Orange County, Florida; thence run the following courses along the East line of said conservation easement, North 21' 06' 03" East a distance of 91.62 feet; thence North 05' 20' 20"
West, a distance of 99.86 feet; thence North 12' 21' 33" East, a distance of 45.31 feet thence North 15' 40' 37" East, a distance of 82.54 feet; thence North 07' 29' 04" East, a distance of 67.12 feet; thence North 00' 37' 59" East, a distance of 8SA2 feet; thence North
01' 19' 34" East, a distance of 77.30 feet; thence North 07' 54' 49" East, a distance of 55AI feet thence North 40' 46' 11" East, a distance of 59.82 feet; thence North 07' 28' 42" West, a distance of 42.72 feet; thence North 07' 28' 42" West, a distance of 50.65 feet
thence North 10' 41' 55" West, a distance of 54.29 feet thence North 20' 46' 17" East a distance of 62.89 feet thence North 07' 37' 22" West, a distance of 29.33 feet; thence North 77' 14' 29" East, a distance of 55.94 feet thence North 06' 00' 10" East, a distance of
174.71 feet; thence North D4' 49' 05" East, a distance of 111.98 feet; thence North 32' 05' 41" East, a distance of 33.66 feet thence North 31' 21' 59" East, a distance of 104.66 feet; thence North 02' 40' 11" East, a distance of 53.85 feet; thence North 03' 41' 55" East,
a distance of 70.28 feet; thence North 20' 51' 18" East, a distance of 183.22 feet; thence North 38' 39' 29" East, a distance of 75.02 feet thence North 35' 09' 45" East, a distance of 123.35 feet thence North 35' D9' 45" East, a distance of 15.37 feet; thence North 56'
39' 29" East, a distance of 68.13 feet thence North 54' 14' 56" East, a distance of 37.50 feet; thence North 34' 26' 13" East a distance of 121.22 feet thence North 21' 52' 16" East, a distance of 102.91 feet thence North 00' 26' 05" East, a distance of 121.76 feet
thence North 15' 33' 39" East, a distance of 105.91 feet; thence North 25' 07' 27" East a distance of 99.94 feet; thence leaving the East line of said conservation easement run South 74' 58' 27" East a distance of 490.06 feet; thence North 39' 44' 15" East a distance
of 72.26 feet to the point of curvature of a curve concave southeasterly, having a radius of 345.00 feet a central angle of 08' 17' 33", a chord bearing of North 43' 53' 01" East and a chord distance of 49.89 feet, thence run northerly along the arc of said curve a
distance of 49.93 feet thence South 41' 58' 13" East a distance of 30.00 feet to a point on a non -tangent curve concave southerly, having a radius of 315.00 feet, a central angle of 42' 46' 01", a chord bearing of North 69' 24' 48" East and a chord distance of 229,70
feet, thence run northerly along the arc of said curve a distance of 235.12 feet; thence South 89' 12' 12" East a distance of 118.27 feet to the point of curvature of a curve concave southwesterly, having a radius of 280.00 feet, a central angle of 90' 41' 33", a chord
bearing of South 43' 51' 25" East and a chord distance of 398.37 feet thence run southeasterly along the arc of said curve a distance of 443.21 feet; thence South 01' 29' 22" West a distance of 195.16 feet to the point of curvature of a curve concave northeasterly,
having a radius of 70.00 feet a central angle of 96' 24' 12', a chord bearing of South 46' 42' 44" East and a chord distance of 104.37 feet thence run southeasterly along the arc of said curve a distance of 117.78 feet thence North 85' 05' 10" East a distance of 86.13
feet to a point on the southerly line of Tract "A' of said Ocoee Crown Point PUD Phase I plat thence run along said southerly line the following four courses; North 85' 05' 10" East a distance of 702.39 feet to the point of curvature of a curve concave southwesterly,
having a radius of 155.00 feet a central angle of 72' 51' 15", a chord bearing of South 58' 29' 13" East and a chord distance of 194.08 feet thence run southeasterly along the arc of said curve a distance of 197.09 feet thence South 22' 03' 35" East a distance of
41.77 feet to the point of curvature of a curve concave northeasterly, having a radius of 12,00 feet a central angle of 67' 58' 32", a chord bearing of South 56' 02' 51" East and a chord distance of 13A2 feet thence run southeasterly along the arc of said curve a
distance of 14.24 feet to a point on the northerly Right of Way line of Ocoee Crown Point Parkway as shown on said Ocoee Crown Point PUD Phase I plat; said point being on a non -tangent curve concave southeasterly, having a radius of 100.00 feet a central angle
of 43' 20' 53", a chord bearing of South 6B' 17' 27" West and a chord distance of 73.87 feet thence run westerly along said Right of Way line and the arc of said curve a distance of 75.66 feet to a point on the easterly line of Tract'B" of said Ocoee Crown Point PUD
Phase I plat said point also being a point on a non -tangent curve concave westerly, having a radius of 10.00 feet a central angle of 68' 40' 35", a chord bearing of North 12' 16' 43" East and a chord distance of 11.28 feet thence run northerly along said easterly line
and arc of said curve a distance of 11.99 feet thence continue along the boundary line of said Tract "B" the following five courses, North 22' 03' 35" West a distance of 43.13 feet to the point of curvature of a curve concave southwesterly, having a radius of 95.00
feet a central angle of 72' S1' 16", a chord bearing of North 58' 29' 12" West and a chord distance of 112.82 feet thence run northwesterly along the arc of said curve a distance of 120.80 feet thence South 85' 05' 10" West a distance of 612.39 feet thence South
36' 32' 27" East a distance of 13.08 feet thence South 04' 54' 50" East a distance of 74.37 feet to the point of curvature of a curve concave easterly, having a radius of 57.55 feet a central angle of 28' 22' 43", a chord bearing of South 19' 06' 12" East and a chord
distance of 28.21 feet thence run southerly along the arc of said curve a distance of 28.50 feet thence South 33' 17' 33" East a distance of 235.28 feet to the northerly corner of Tract "D" of said Ocoee Crown Point PUD Phase I plat thence leaving said boundary line
of said Tract'B", run the following two courses along said Tract "D", South 57' 12' D4" West a distance of S4.25 feet; thence South 32' 47' 56" East a distance of 56.17 feet to return to said boundary line of Tract "B" and being a point on a non -tangent curve concave
southerly, having a radius of 2340.DO feet a central angle of 00' 40' 43", a chord bearing of South 55' 44' 38" West and a chord distance of 27.72 feet thence run along said boundary line and arc of said curve a distance of 27.72 feet thence continue along said
boundary line the following two courses, South 55' 24' 17" West a distance of 53.06 feet thence South 34' 35' 43" East a distance of 10.00 feet to a point on said westerly Right of Way line of Ocoee Crown Point Parkway; thence run the following two courses along
said Right of Way, South 55' 24' 17" West a distance of 383.82 feet to the point of curvature of a curve concave southeasterly, having a radius of 733.73 feet a central angle of 11' 03' 46", a chord bearing of South 49' 52' 24" West and a chord distance of 141A5
feet thence run southwesterly along the arc of said curve a distance of 141.67 feet thence leaving said Right of Way line run North 45' 39' 29" West a distance of 49.21 feet to the point of curvature of a curve concave southerly, having a radius of 250.00 feet a
central angle of 48' 32' 00", a chord bearing of North 69' 55' 29" West and a chord distance of 205.49 feet thence run northwesterly along the arc of said curve a distance of 211.77 feet thence South 85' 48' 31" West a distance of 371.78 feet to a point on a
non -tangent curve concave westerly, having a radius of 1150.00 feet a central angle of 26' 30' 27", a chord bearing of South 10' 38' 59" West and a chord distance of 527.31 feet thence run southerly along the arc of said curve a distance of S32.04 feet thence
South 23' 54' 12" West a distance of 10.94 feet; thence North 66' 05' 48" West a distance of 124.00 feet thence South 23' 54' 12" West a distance of 283.23 feet to the point of curvature of a curve concave easterly, having a radius of 974.00 feet a central angle of
02' 30' 06", a chord bearing of South 22' 39' D9" West and a chord distance of 42.53 feet thence run southwesterly along the arc of said curve a distance of 42.53 feet to a point of compound curvature of a curve concave northeasterly, having a radius of 25.00 feet a
central angle of 93' 04' 50", a chord bearing of South 25' 08' 19" East and a chord distance of 36.29 feet thence run southeasterly along the arc of said curve a distance of 40.61 feet thence South 18' 19' 16" West a distance of 52.00 feet to a point on a non -tangent
curve said curve concave southerly, having a radius of 25.00 feet a central angle of 93' 04' 50", a chord bearing of South 61' 46' 51" West and a chord distance of 36.29 feet thence run southwesterly along the arc of said curve a distance of 40.61 feet to a point of
compound curvature of a curve concave easterly, having a radius of 974.00 feet a central angle of 15' 14' 26", a chord bearing of South 07' 37' 13" West and a chord distance of 258.32 feet thence run southerly along the arc of said curve a distance of 259.08 feet;
thence South 00' 00' 00" East a distance of 132.94 feet thence South 89' 44' 27" West a distance of 158.10 feet; thence South 00' 15' 33" East a distance of 54.00 feet thence South 89' 44' 27" West a distance of 47.00 feet thence North 00' 15' 33" West a
distance of 54.00 feet; thence South 89' 44' 27" West a distance of 12.91 feet thence North 00' 15' 33" West a distance of 52.00 feet thence North 89' 44' 27" East a distance of 141.35 feet to the point of curvature of a curve concave northwesterly, having a radius
of 25.DO feet a central angle of 89' 44' 27", a chord bearing of North 44' S2' 13" East and a chord distance of 35.28 feet thence run northeasterly along the arc of said curve a distance of 39.16 feet thence North 00' DO' 00" East a distance of 56.19 feet to the point
of curvature of a curve concave easterly, having a radius of 1026.DO feet a central angle of 15' 32' 23", a chord bearing of North 07' 46' 11" East and a chord distance of 277A2 feet thence run northerly along the arc of said curve a distance of 278.27 feet to a point
of reverse curvature of a curve concave southwesterly, having a radius of 25.00 feet a central angle of 87' 13' 07", a chord bearing of North 28' 04' 11" West and a chord distance of 34.49 feet thence nun northwesterly along the arc of said curve a distance of 38.06
feet thence North 18' 19' 16" East a distance of 52.00 feet thence North 71' 40' 44" West a distance of 99.94 feet to a point on a non -tangent curve concave southeasterly, having a radius of 1150.00 feet a central angle of D4' 17' 13", a chord bearing of North 21'
45' 36" East and a chord distance of 86.02 feet thence run northerly along the arc of said curve a distance of 86.04 feet thence North 23' 54' 12" East a distance of 294.17 feet to the point of curvature of a curve concave westerly, having a radius of 850.OD feet a
central angle of 24' 53' 15", a chord bearing of North 11' 27' 35" East and a chord distance of 366.32 feet thence run northerly along the arc of said curve a distance of 369.21 feet to an intersection with a non -tangent curve concave northerly, having a radius of
1228.67 feet a central angle of 07' 59' 36", a chord bearing of North 72' 57' 16" West and a chord distance of 171.27 feet thence run westerly along the arc of said curve a distance of 171AI feet; thence North 68' 57' 28" West a distance of 329.74 feet to a point on
a non -tangent curve concave easterly, having a radius of 996.00 feet a central angle of 30' 11' 29", a chord bearing of South 15' 05' 45" West and a chord distance of 518.78 feet thence run southerly along the arc of said curve a distance of 524.83 feet thence
South 00' 00' 00" East a distance of 705.22 feet thence South 89' 46' 15" West a distance of 312.30 feet to the POINT OF BEGINNING.
SAID PARCEL CONTAINS 57.292 ACRES, MORE OR LESS.
Parcel 2
Together with those certain Non -Exclusive Easements benefiting Parcel 1 for the purposes set forth in that certain Declaration of Restrictive Covenant Easements, and Cost Sharing Agreement recorded 07/05/2016 in Official Records Instrument No. 20160343159,
Public Records of Orange County, Florida.
0®0I
`v®®
�rhb
225 E. Robinson Street
Suite 300
Orlando, FL 32801
407.839.4006
Certificate of Authorization
Number FL #7153
LOCATION MAP
.............
uu>vaa run
SITE
LOCAPON
uxE
Lanz
�6
cows as
u�
wawa
sx so
7T
l�
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH AND
TO THE CITY OF OCOEE LAND DEVELOPMENT GDDE. AS
FROM TIME TO TIME, AND ALL FEDERAL. STATE, COUNTY
RULES, RECULATIONS, ORDINANCES AND APPROVALS
Sf EEr 2
GENERAL NOTES
NOTICE: THE CITY OF OCOEE IS SUBJECT TO THE TEAMS,
PRONSIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER
163 CONCERNING MORATORIA ON THE ISSUANCE OF BUIIDNG
PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO
LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF,
FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING
HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION.
PAGE
PRESERVE AT CROWN POINT PHASE 2A
DEDICATION:
KNOW ALL MEN BY THESE PRESENTS, that Maltamy Orlando U.C. a
Dal-... limited Ilablity company, being the owner In fee simple of the
lands described In the foregoing caption to this plat, hereby dedicatee
said lands and plat for the uses and purpose therein expressed and
hereby dedicates TRACT AEI (PUBLIC RIGHT OF WAY) to the City of
Ocoee for the perpetual use of the public.
IN WITNESS WHEREOF, the undersigned has hereunto at his hand and
seal on 2017.
By. Matlamy Orlando LLC., a Delaware limited liability company
1900 Summit Tower Blvd., Suite 500, Orlando, Florida 32810
Title: Vice P-Ident Printed Name
Signed and seated in the presence of.
Printed Name
ZrTr.f-11111
STATE OF FLORIDA COUNTY OF ORANGE
THIS IS TO CERTIFY, that on 2017,
before me, an officer duly authorized to lake acknowledgments in the
Stale and County oforesold, personally appeared Alex L Martin, as Vice
President of Mottomy Orlando LLC., a Delaware limited liability company,
who le personally known to me or has produced the following
Identification; Drivers License, and he did / did not take an oath that he
Is the person described In an who executed the faregoing Dedication and
severally acknowledged the execution thereof to be his free act and deed
for the uses and purposes therein expressed.
IN WITNESS WHEREOF, I have hereto set my hand and seal on the above
data
NOTARY PUBLIC
Printed Nome:
My Commission expires:
Commission Number.
CERTIFICATE OF APPROVAL BY
BOARD OF CITY COMMISSIONERS
THIS IS TO CERTIFY, that x+ 2017, the
foregoing plat or plan was approved by the Board of City
Commissioners of the City of Ocoee, Florida.
City Attorney Mayor of Ocoee
ATTEST:
City Clerk
CERTIFICATE OF APPROVAL
BY CITY DEVELOPMENT SERVICES DIRECTOR
Exambed
and
City D.Wapment Serf.. Director Date
CERTIFICATE OF COUNTY COMPTROLLER
I HEREBY CERTIFY that the foregoing plat was re-&d in the Orange County
Official Records on 2017,
F9e Number.
County Comptroller In and far Orange County, Florida
CERTIFICATE OF SURVEYOR AND MAPPER
KNOW ALL MEN BY THESE PRESENTS, That the aml-igned, being a professional
surveyor and mapper, that has prepared the foregoing plat; or undo my direction
and supervision; and that the plat comp9n with a9 of the s rwry requirements of
Chapter 177, Florida Statues; and that sold land is located in the City of Owes,
Orange County, Fiorlda.
gate Signature:
Surveyors Name: Ell J. Donaldson
Registration Number. 6984
Florida Professional Surveyor and Mappper
Registration Number Of Legal Entity. LB. 7153
Vanasse Hangen Brustlin, Inc.
225 E. Robinson Street, Suite 300
Orlando, Florida 32801
CER71FICATE OF RENEW '..
BY CITY SURVEYORI.
I HEREBY CERTIFY that I have reviewed the foregoing Plat and find that
It is In conformity with Chapter 177, Flarida Statales,
Dale: Signature:
Print None:
Company:
Address:
Registration Number.
PRESERVE A T CROWN POINT PHASE 2A SHEET 2 OF 10
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
GENMUL NOM:
1. THE BEARING BASIS FOR THIS SURVEY IS ASSUMED NORTH AND RELATED TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 1,
THIS PLAT IS AFFECTED BY THE FOLLOWING DOCUMENTS RECORDED IN THE OFFICIAL RECORDS OF ORANGE COUNTY, FLORIDA.
TOWNSHIP 22 SOUTH, RANGE 27 EAST AS SHOWN ON THE PLAT -OCOEE CROWN POINT PUD PHASE I', PLAT BOOK 63, PAGE 26, PUBLIC
RECORDS OF ORANGE COUNTY, FLORIDA, BEING NORTH 89MV40- EAST,
ROIL, GAS AND MINERAL RESERVATION AS CONTAINED IN THAT CERTAIN DEED FROM DI GIORGIO FRUIT CORPORATION, GRANTOR TO
MINUTE MAID GROVES CORPORATION, GRANTEE, RECORDED DECEMBER 30, 1949 IN DEED BOOK 821, PAGE 213 AND AS CORRECTED BY
2. PURSUANT TO IS. CHAPTER 177.091(28), ALL PLATTED UTILITY EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION,
THAT CERTAIN CORRECTIVE DEED RECORDED MAY 31, 1957 IN OFFICIAL RECORDS BOOK 239, PAGE 160, ALL OF THE PUBLIC RECORDS OF
INS LATION, MNTENANCE AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION,
ORANGE COUNTY, FLORIDA. (BLANKET IN NATURE - CANNOT BE PLOTTED).
INSTALTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES 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
B. TRI-PARTY EASEMENT AGREEMENT BY AND BETWEEN THE COCA -COLA COMPANY, A DELAWARE CORPORATION, ORANGE COUNTY, A
PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THE ABOVE SHALL NOT APPLY TO ANY PRIVATE EASEMENTS, IF ANY,
POLITICAL SUBDIVISION OF THE STATE OF FLORIDA AND THE CITY OF WINTER GARDEN, A FLORIDA MUNICIPAL CORPORATION, RECORDED
GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS OR OTHER PUBLIC UTILITY. CABLE TELEVISION SERVICES
NOVEMBER 29,1999 IN OFFICIAL RECORDS BOOK 5889, PAGE 1797 AND TOGETHER WITH THE ASSIGNMENT AND ASSUMPTION AGREEMENT
CONSTRUCTION SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE
BY THE COCA -COLA COMPANY, A DELAWARE CORPORATION, ASSIGNOR AND THE CITYOF OCOEE, A MUNICIPAL CORPORATION, ASSIGNEE,
COMMISSION.
RECORDED DECEMBER 29, 2000IN OFFICIAL RECORDS BOOK 6161, PAGE 341, ALL OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA
3. THE PROPERTY SHOWN HEREON 15 SUBJECT TO THE TERMS AND CONDITIONS OF THAT CERTAIN DECLARATION OF COVENANTS,
(BLANKET IN NATURE -CANNOT BE PLOTTED).
IA CONDITIONS, RESTRICTIONS AND EASEMENTS FOR THE PRESERVE AT CROWN POINT(THE-DECRATION-) AND THE ARTICLES OF
INCORPORATION FOR THE PRESERVECROWN POINT HOMEOWNERSASSOCIATION,INC, ALL OF THE FOREGOING OF WHICH ARE
C.DRAINAGE EASEMENT AGREEMENT BY AND BETWEEN THE CITY Of OCOEE, FLORIDA A FLORIDA MUNICIPAL CORPORATION AND THE
RECORDED IN DONMENT TZ 20160343159, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA
SCHOOL BOARD OF ORANGE COUNTY, FLORIDA, RECORDED SEPTEMBER 30, 2003 IN OFFICIAL RECORDS BOOK 7127, PAGE 4780, PUBLIC
RECORDS Of ORANGE COUNTY, FLORIDA (AS TO PARCEL 2 - CANNOT BE PLOTTED)
4. THE LOTS WITHIN THIS SUBDIVISION ARE GOVERNED BYA MANDATORY HOMEOWNERS ASSOCIATION (LE. THE PRESERVE AT CROWN POINT
HOMEOWNERS ASSOCIATION, INC, SOMETIMES REFERRED TO HEREIN BY THE "ASSOCIATION") REQUIRING THE PAYMENT OF FEES AND
WITH THE POWER TO ASSESS THE LOTS. THE ASSOCIATION IS THE OWNER OF AND RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND
REPLACEMENT OF ALL PRIVATE AREAS, DRAINAGE SYSTEMS, INCLUDING WITHOUT LIMITATION, THE RETENTION/DETENTION AREAS AND
COMMON PROPERTIES, PRIVATE ROADS, SCREENING WALLS, AND SUCH OTHER SUBDIVISION INFRASTRUCTURE NOT OTHERWISE
DEDICATED AS SET FORTH ON THIS PLAT. EVERY LOT OWNER WITHIN THIS SUBDMSION LS REQUIRED TO BE A MEMBER OF THE
ASSOCIATION, AND IS SUBJECT TO ITS RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE CONDITIONS, COVENANTS, AND
RESTRICTIONS PROVIDED FOR IN THE DECLARATION, AND THE DEDICATIONS, RESTRICTIONS AND RESERVATIONS AS SET FORTH ON THIS
PLAT, FAILURE TO PAY SUCH FEES OR ASSESSMENTS SHALL RESULT IN THE ATTACHMENT OF A LIEN ON THE PROPERTY OF THE OWNER
WHICH FAILS TO PAY SUCH FEES OR ASSESSMENTS BY THE ASSOCIATION, WHICH MAY RESULT IN THE FORECLOSURE OF SAID PROPERTY.
5. TRACTASHALLSERVE ASA STORM WATER RETENTION/DETENTION TRACT TO BE OWNED AND MAINTAINED BYTHEASSOCIATION ORITS
SUCCESSORS AND ASSIGNS IN ACCORDANCE WITH THE DECLARATION. TRACT A WILL BE CONVEYED TO THE ASSOCIATION IN FEE SIMPLE
BY SEPARATE DEED UPON THE RECORDING OF THIS PLAT.
6. TRACT TAB SHALL SERVE AS A STORM WATER RETENTION/DETENTION TRACT TO BE OWNED AND MAINTAINED BY THE ASSOCIATION OR ITS
SUCCESSORS AND ASSIGNS IN ACCORDANCE WITH THE DECLARATION AND THAT CERTAIN DECLARATION OF RESTRICTIVE COVENANT,
EASEMENTS, AND COST SHARING AGREEMENT RECORDED IN OFFICIAL RECORDS AS DOCUMENT NUMBER 20160343159, PUBLIC RECORDS
OF ORANGE COUNTY, FLORIDA (THE 'EASEMENT DECLARATION7. TRACT IAB SHALL BENEFIT THE OWNERS OF PRESERVE AT CROWN POINT
PHASE 2% ('PHASE 2A7, PRESERVE AT CROWN POINT PHASE 2B CPHASE 281, AND THE SCHOOL PROPERTY (PURSUANT TO THE TERMS
CONTAINED IN THE EASEMENT DECLARATION). TRACT LAB WILL BE CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE DEED
UPON THE RECORDING OF THIS PLAT.
7. TRACT AIL SHALL SERVE AS A SHARED ENTRANCE DRIVE FOR THE BENEFIT OF THE OWNERS OF PHASE 2A, PHASE 2B AND THE AMENITY
PROPERTY (PURSUANT TO THE TERMS IN THE EASEMENT DECLARATION) AND IS HEREBY DEDICATED TO THE PERPETUAL USE OF THE PUBLIC
FOR NIGHT OF WAY PURPOSES.
8. TRACT AE2 SHALL SERVE AS A DRAINAGE, UTILITY AND PRIVATE SHARED ACCESS DRIVE TRACT TO BE OWNED AND MAINTAINED BY THE
ASSOCIATION OR ITS SUCCESSORS OR ASSIGNS IN ACCORDANCE WITH THE DECLARATION AND THE EASEMENT DECLARATION. TRACT AE2
WILL BE CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE DEED UPON THE RECORDING OF THIS PLAT.
9. TRACT IS SHALL SERVE AS A LIFT STATION TO BE OWNED AND MAINTAINED BY ORANGE COUNTY, FLORIDA PURSUANT TO THAT CERTAIN
DECLARATION OF CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) BY THE CITY OF OCOEE, A FLORIDA MUNICIPAL CORPORATION
AND THE SCHOOL BOARD OF ORANGE COUNTY, FLORIDA, RECORDED SEPTEMBER 30, 20031N OFFICIAL RECORDS BOOK 7127, PAGE 4804
AND TOGETHER WITH THE FIRST AMENDMENT TO DECLARATION OF CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) RECORDED
SEPTEMBER 27, 2005IN OFFICIAL RECORDS BOOK 8215, PAGE 4805 AND TOGETHER WITH THE SECOND AMENDMENT TO DECLARATION OF
CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) RECORDED SEPTEMBER 27, 2005IN OFFICIAL RECORDS BOOK 9215, PAGE 4825
AND TOGETHER WITH THE THIRD AMENDMENT TO DECLARATION OF CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) RECORDED
AUGUST 14, 2014IN OFFICIAL RECORDS BOOK 10790, PAGE 4987, ALL OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA_ TRACT IS
WILL BE CONVEYED TO ORANGE COUNTY, FLORIDA IN FEE SIMPLE BY SEPARATE DEED UPON THE RECORDING OF THIS PLAT.
10. TRACTS DST, OS2, OS3, 054, OS4, OSS, OS6 AND OS7 SHALL SERVE AS OPEN SPACE/LANDSCAPE TRACTS TO BE OWNED AND MAINTAINED
BY THE ASSOCIATION ORITS SUCCESSORS OR ASSIGNS IN ACCORDANCE WITH THE DECLARATION. TRACTS OSl, OS2, OS3, OS4, OS4, OSS,
OS6 AND OS7 WILL BE CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE DEED UPON THE RECORDING OF THIS PLAT.
11- TRACT 3C SHALL SERVE ASA RECREATION TRACT TO BE OWNED AND MAINTAINED BY THE ASSOCIATION OR ITS SUCCESSORS OR ASSIGNS
IN ACCORDANCE WITH THE DECLARATION. TRACT 3C WILL BE CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE DEED UPON
THE RECORDING OF THIS PLAT.
12. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVERALL INTERNAL ROADWAYS IS HEREBY GRANTED TO THE CITY OF OCOEE AND
OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES,
13, AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS ANDOVER ALL DRAINAGE EASEMENTS SHOWN HEREONISHEREBY
DEDICATED TO THE CITY OF OCOEE FOR EMERGENCY MAINTENANCE PURPOSES; PROVIDED, HOWEVER THAT SUCH EMERGENCY ACCESS
EASEMENT SHALL NOT IMPOSE ANY OBLIGATION, BURDEN OR LIABILITY UPON THE CITY OF OCOEE TO ENTER UPON ANY PROPERTY NOT
OWNED BY THE CITY OF OCOEE OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY.
14. TRACT PA SHALL SERVE AS A PUBUC ACCESS MULTI -USE TRAIL TO BE OWNED AND MAINTAINED BY THE ASSOCIATION ORITS SUCCESSORS
OR ASSIGNS IN ACCORDANCE WITH THE DECLARATION. TRACT PA WILL BE CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE
DEED UPON THE RECORDING OF THIS PLAT.
15. THERE IS HEREBY GRANTED AND DEDICATED TO ORANGE COUNTY UTILITIES A NON-EXCLUSIVE ACCESS AND UTILITY EASEMENT OVER AND
THROUGH TRACT AE2 AND THE TEN FOOT (10) LITILTTY EASEMENT (UE) LOCATED ALONG THE FRONT OF ALL LOTS ABUTTING TRACT AE2.
16. TRACTS Rl, R2, R3, R5 AND R6 (PRIVATE ROADWAY) SHALL SERVE AS PRIVATE ROADWAYTRACTS TO BE OWNED AND MAINTAINED BY THE
ASSOCIATION OR ITS SUCCESSORS OR ASSIGNS IN ACCORDANCE WITH THE DECLARATION. TRACTS Rl, R2, R3, R5 AND R6 WILL BE
CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE DEED UPON THE RECORDING OF THIS PLAT.
17. TRACT R4 (DRAINAGE AND PRIVATE ROADWAY) SHALL SERVE AS A DRAINAGE AND PRIVATE ROADWAY TRACT TO BE OWNED AND
MAINTAINED BY THE ASSOCIATION OR ITS SUCCESSORS OR ASSIGNS IN ACCORDANCE WITH THE DECLARATION. TRACT R4 WILL BE
CONVEYED TO THE ASSOCIATION IN FEE SIMPLE BY SEPARATE DEED UPON THE RECORDING OF THIS PLAT.
18. ALL LINES INTERSECTING CURVES ARE RADIAL UNLESS NOTED OTHERWISE.
19. BENCHMARK ELEVATIONS WERE ESTABLISHED FROM A CLOSED LOOP LEVEL RUN, ORIGINATING FROM THE NATIONAL GEODETIC SURVEY
MONUMENT PERMANENT IDENTIFICATION NUMBER: AA6577. ELEVATION DATUM IS THE NORTH AMERICAN VERTICAL DATUM 1988
(NAVDB8).
225 E. Robinson Street
®000
®vhb
Suite 300
32801
Orlando, FL
407.83te4006
Certificate Df Authorization
'J'A
Number FL #7153
D.DECLARATION OF CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) BY THE CITY OF OCOEE, A FLORIDA MUNICIPAL CORPORATION
AND THE SCHOOL BOARD OF ORANGE COUNTY, FLORIDA, RECORDED SEPTEMBER 30, 2003 IN OFFICIAL RECORDS BOOK 7127, PAGE 4804
AND TOGETHER WITH THE FIRST AMENDMENT TO DECLARATION OF CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) RECORDED
SEPTEMBER 27, 200S IN OFFICIAL RECORDS BOOK 8215, PAGE 4805 AND TOGETHER WITH THE SECOND AMENDMENT TO DECLARATION OF
CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) RECORDED SEPTEMBER 27, 2005 IN OFFICIAL RECORDS BOOK 8215, PAGE 4825
AND TOGETHER WITH THE THIRD AMENDMENT TO DECLARATION OF CONDITIONS OF APPROVAL (OCOEE CROWN POINT PUD) RECORDED
AUGUST 14, 2014 IN OFFICIAL RECORDS BOOK 10790, PAGE 4987, ALL OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (BLANKET IN
NATURE - CANNOT BE PLOTTED).
E. DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION DOING BUSINESS AS PROGRESS ENERGY FLORIDA, INC, A FLORIDA
CORPORATION, RECORDED JULY 19, 2004 IN OFFICIAL RECORDS BOOK 7537, PAGE 3930, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA
(BLANKET IN NATURE - CANNOT BE PLOTTED).
F. RESTRICTIONS, TERMS, COSTS, COVENANTS, OBLIGATIONS, CONDITIONS AND EASEMENTS, WHICH INCLUDE PROVISIONS FOR A AN
EASEMENT ON THE LAND; B. A LIEN FOR LIQUIDATED DAMAGES AND C. A PRIVATE CHARGE OR ASSESSMENTS, AS CONTAINED IN THAT
CERTAIN DECLARATION OF RESTRICTIVE COVENANT, EASEMENTS, AND COST SHARING AGREEMENT RECORDED 07/052016 IN OFFICIAL
RECORDS INSTRUMENT NO.20160343159, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA- (BLANKET IN NATURE - CANNOT BE PLOTTED).
NOTE: THIS EXCEPTION OMITS ANY RESTRICTION, COVENANT, OR CONDITION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP,
FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY, UNLESS AND ONLY TO THE EXTENT THAT THE RESTRICTION IS NOT IN VIOLATION OF
STATE OR FEDERAL LAW, OR RELATES TO A HANDICAP, BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PEOPLE.
G.ASSIGNMENT OF DEVELOPMENT RIGHTS, PERMITS, APPROVALS AND ENGINEERING WORK, GIVEN TO MATTAMY ORLANDO, LLC, RECORDED
07/05/2016 IN INSTRUMENT NUMBER 20160343157. (BLANKETIN NATURE - CANNOT BE PLOTTED).
NOTICE 718S PLAT, AS RECORDED IN ITS (IUMC FORM. IS THE OFFICIAL
DEPICTION OF THE SUWINDED LANDS DESCRIBED UBM AND WLL N NO OR-
O USTANCES BE "PPLNTIED 'IAUIHOeiY BY ANY OTHM WAPHC OR DOTAL
FORM OF THE PLAT. THERE RAY BE ADD17MAL RFSiPoCTIONS THAT ARE NOT
RECOtDED ON INS PLAT THAT WAY BE FOND N THE PUBLIC RECORDS OF THIS
COUNTY.
PRESERVE AT CROWN POINT PHASE 2A SHEET 3 OF 10 1 PLAT
BOOK PAGE
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
TACT I
CONSERVATION AREA
I
I
I
I I
FOUND 4'X4' CMON RETENTION
NO ID.
I
THE SW CORNER, OF THE SW 1/4,I
SECTION 1, TWP. 22 S. RNG. 27 E
CCR# 70965
D
THE SOUTH ME RTER-
- — — — SECRDN 1— —
N 89'35'09'
TACT HFOUND
4'XV CMON
REIENBON ARENO
ID.
THE SW CORNER, OF THE SE 1/4,
SECTION 1, TV. 22 S, RNG, 27 E
CCR# 66512
oWHDT: eaves BLlEALY JANE MINOR
FULLERS CROSSING PHASE 2 — -
WiLS CAGY J
PLAT BOOK 49, PAGE 31
PARCEL D 12-22-27-ODDO-DO-009
72 71 70 69
A.MERICUS MINOR DRIVE
225 E. Robinson Street
Suite 300
Orlando, FL32801
407.839AO06
Certificate of Authorization
Number FL #7153
NOT PLATTED
POINT OF COMMENCEMENT
THE SOUTHWEST CORNER OF TRACT F
OCOEE CROYN POINT PUD PHASE 1, P.B. 63, PG. 24
FOUND 1/2' IRON ROD & CAP
'JW&G LB #1'
a
S 89'41'40' W 1682.25'
N 89'41'40' E 2620.80'
yt
o�
FULLERS CROSSING PHASE 1.—�
PLAT BOOK 44, PAGE 14
"On[£•: THIS PLAT, AS RECORDED N I70 (;QAPMC FORA, IS THE OFFICIAL
OEPICIION OF THE SUBDIVIDED LANDS DESUMM Her AND W5LL N NO CR-
MSTANOES BE SUPPLANTED N AUTHORITY BY ANY OBER GRAPHIC OR OCTAL
FORM OF THE PLAT. THERE MAY BE A➢DIDONAL RESTRICTIONS THAT ARE NOT
RECORDED ON M PUT THAT WAY BE FOUND IN THE PUBLIC RECORDS OF INS
COUNTY.
FOUND 4'X4' CMON PATH IRON ROD
NO ID. I
NE CORNER, SE 1/4, SECTION 1, TWP. 22 S. RNG. 27 E
I�
I�
Ip
Ifl
OCOEE CROWN POINT PUD PHASE I
TRACT C
P.B. 63. PG. 24
I
I
did
�I w
e0•
PGS
Q
o �
— — — — —
E
THE SCK hR Uii OF 1HE SE 1/a, s UW I,
7RP. 22 S, RNG. 27
FOUND 4'X4WON
LS 3556
THE SE CORNER, OF THE SE 1/4,
SECTION 1, TWP. 22 S, RNG. 27 E
CCR# 70966
N
50 25 0 50
1 : 50 U.S. SURVEY FEET
LEGEND & ABBREVIATIONS
CCR = CERTIFIED CORNER REPORT PG. = PAGE
CMON = CONCRETE MONUMENT RNG. =RANGE
Io. =IDENTIFICATION TWP. =TOWNSHIP
LB = LICENSED BUSINESS
LS = LICENSED SURVEYOR
P.B. = PLAT BOOK
PRESERVEAT CROWN POINT PHASE 2A
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
N 07°28'422' \
42.72' titi TRACT TAB
SHEET 4 OF 10 PLAT
BOOK
MATCH LINE - SE
144
STORMWATER R-T700'-- \
p 0 jp 6=069'5319' �-..1- R=72S00' 14S
CH8=N4555'09'W 3=02DVB}9' C4
CHD=10S79'
� CHB=57913'04'E
T q D-291.2W
L=120.80' R=674.00'- \ L=293.I9, Pl. C... NS
N 07'5449" E 1023TTs'42
55.41' STORM WATER PIPE PROPERTY NB=N7918'S7'W & /(jN,6a
n $� OUTSIDE THE LIMITS OF PLAT °�=si96e' E5 $ Raq�FR�V4�
a ty PER THE D,R.C.E.C.S.A,
I
�$
U
I
w
`rp
4
�o
I
@@
o
z
I
z
( 1
I�
�Z
I
w
o
to
I
I
COhSFRYAlICV1 FA419(i
aRa 1o45a T4 9s
Z
i�
!n '
N
2
1 N 12°21'33" E
45.31'
I
� U
''nls
I
ON
rylfl
¢ w
FzIF�
o
_
I
�
pp
�i
a
Oi
>nIDI
� o
Z
�1�
WI
/o
I'
Z
g
TRACT PA
10.00' WUITI-USE TRAL
LINE TABLE
UNE 0 1 BEARING UNGTH
LI
118W*15E
HIM
12
NOTIV40oE
DIAZ
gV
w
O �v
NITW312
903E
L4
N905544'E
ISTW
°j
IS
NOr4C29'W
12W
o p
d04
o t`
L73
IW]}i'45E
13LIr
NIS'40*311
9034'
�?7
L15
WOTd'H'E
167.41'
n
ue
No74Dao'W
liner
TRACT IA8
STORMWATER
CURVE TABLE
MOUSER
RAMS
DELTA
CHLRO BFARING
04M
UNGTN
0634
198.00'
8' 32' 39'
N ir450Y W
29.50
29.5Y
C635
noon
25 1S 10'
N 0971 47' W
15.28•
1541'
C636
20D.W
17 37' 4r
N DT&40' E
4199'
44.D5
C637
23D.OD•
IV SS 47-
N 082737' E
59.65
SBW
OEM
131,77'
35' 51' 39'
N 19.50'O6' E
81.14'
8248•
CS39
MOO
40' 2W 24'
N tr32'4Y E
51.84'
52."
C656
I 20SDD
9' 11' 31•
N 1M536' W
I 313S
33.3r
C657
25.00'
25' IS 10
N 092447. W
I0.97
11.00
C65B
190.00'
17 3r 42'
N 09'30'40' E
41.79'
41.BB'
C659
240.OD'
14' SS 47-
x 08'2Y37• E
M22'
6MY
C660
121.77-
35 49. 18•
N 195116• E
74.90'
76.13'
C661
8SD0'
40. 26' 24'
N IM743- E
5575
59.99•
89°46'15" W
312.30'
POINT OF BEGINNING
SOUTHEAST CORNER OF
CONSERVATION EASEMENT
O.R.B. 10450, PG 96
NOT PLATTED
SOUTH UNE, NORTH 112, SE 1/4, SE 1/4,
SECTION 1, TYP. 22 S. RN G 27 E
NORTH LINE, SOUTH 1/2, SE I/4, SE 1/4, _ -
SECDON 1, TWP. 22 S, RNG 27 E
CURVE TABLE
NUMBER
RADftiSUCHORD
ON BEARING
CHORD
IFNGTII
CI
moor
r
N SV 4r 4r E
34.47
3605'
102 x
H 21' S6. 47 E
MIW
3515
CJ
fO IX1'
H a 2W 4r E
MOT
MOT
C4
moo•
N 21' OS• 46 W
XV
39.T7'M
674.00
'
N W S5 Sr W
IM
IW
C6
1t%W
'
N U 2C 4r E
214Z
2241'
Il5 W
N 21' Ir OV E
6167
USY
-.w
r
S 66' S7 21' E
I%W
HUSO
co
2SOC
W 00 DO'
N 6B 6C Ir E
3S3Y
39.21
CO
974.W
V SY 19'
N 27 5r 13- E
MIT
n1l'
C51
1DMW
V 56. 20'
N 27 55' 0r E
34.7r
34.72r
CU
1026X
7 Jr 3r
N 20 41' 3r E
4&W
45.W
C74
11"
7 37 3r
S IOU 05 BY W
51.05•
51Ar
075
IIMW
7 3r W
S W 41' SY W
SLOW
SLAT
m
ImO
1. M' 2V
S 27 W Or W
38.91'
35.9r
CURVE TABLE
NUMBER
RAMS
DELTA
CHORD -NG
O RD
LENGTH
C300
IMIX
74W OV
I S a 3C 1r W
60.11
.11
C301
974.OT
1C W 5Y
N 13 ST W E
IMOS
17024'
010
IONLW
2W W 41'
N W 6f 27 E
49BOr
5011C
CURVE TABLE
NUMBER
RADIUS
DELTA
CHOW DEARING
CHORD
LENGTH
650o
IODDX
1Y 19. 16'
S Wr OWV 33 W
3154011
319.75
C501
1000A0•
S x 5r
N 21' OF 4r E
97.-V
WAS
C502
MW
r 35 35
N W 54. W W
IRM
I66r
C503
f0000C
IT 05 W'
N Ir?1' 21' E
MOT
2785V
CURVE TABLE
HUNGER
RAMS
I DELTA
I CHORD REARING
CHORD
LENGTH
C610 I
102&W
WV 46'
N /3 1Y 1Y E
KIT
99R1'
=I
974ed
I V W 40'
S IS 19' IC W
164-69'
IWC
NOT PLATTED
I
I
31
N 00°15'33" W-
N I
52.00'
Flo
01 ^
LEGEND & ABBREVIATIONS
S 89°44'27" W
12.91
zim
CHB = CURVE CHORD BEARING P.T. =POINT OF TANGENCY
CHD = CURVE CHORD DISTANCE R = CURVE RADIUS
TRACT LS
L =CURVE LENGTH RING. =RANGE
LIFT STATION ---
RB.OFFICIAL TWP. TOWNSHIP
OSEE
DETAIL "A"
W
N00°15'33"W
P.C. = POINT OF CURVATURE A = CURVE DELTA ANGLE
53'
I
PG. = PAGE A = SET 5/8" IRON ROD AND CAP "PRM He7153"
P.L = POINT OF INTERSECTION O = SET MAG NAIL AND DISC "PCP LB 7153'
D.RCE.CSA= DECLARATION OF RESTRICTIVE COVENT, EASEMENTS, AND COST SHARING AGREEMENT
S00}5'J3'E 8.01
(DOCUMENT B 20160343159, PUBLIC RECORDS OF ORANGE COUNTY, FL)
P89'44'27'E 61
MATCH LINE SEE SHEET 3 OF 10
225 E. Robinson Street -
®0 ®4
Nvo-00
Suite 300
�����
Orlando, FL32801
407.839.4006
Certificate of Authorization
Number FL #7153
A=004°17'13"
CHB=N 21°45'36" E
CHD=86.02'
L=86.04'
150
9't "'
N 18°19'16" E
52.00'
TRACT R2, PRIVATE ROADWAY
PAGE
SHEET 5 OF 10
r7
U 6n
o.
112
/4� 129pp8'W
S 23'54'12" W
/ 146 / A
147
r C9
148
^ A.�
�W
3
149 =�
r• n
P.T.
R=
S 23°54'12" W
283.23'
A=DD2°30.06'
CHB=S 22°39'09' W
s
CHD=42.53'
rk
-1 W
R=25.D0'
�xfi
A=o93°oa'so°
A; �N/
CHB=S 25°O8'19" E
" �,
CHD=36.29'
PA.
P.I
L=40.61'
TRACT R3, PRIVATE ROADWAY
A=087°13'07'
/
CHB=N 28°04'11' W
S 16" W
CHD=34.49'
/
5200'
..00'
R=
L=38.06'
A=093093'04'S0"
/
CHB=S 61°46'51" W
I
CHD=36.29'
) W
L=40.61'
'
I
�
R=1026.00'
L
=0O71°46'11"
CHB=AN E
V
R=9740'
CHD-277.42"'
L=278.27' IQ
A=015°14'26'
I
CHB=S 07°37'13" W
a
CHD=258.32'
L=259.08'
PHASE 2A & 2B
UTILITY EASEMENT
I
N
50 25 0 50
1 : 50 U.S. SURVEY FEET
NOT PLATTED
OUTSIDE THE PLAT DHITS
PHASE 2A & 2B
PER THE D.R.C.EC.SA
I
UTILITY EASEMENT
zaa0 2aar
OUTSIDE THE PLAT OMITS
PER THE D.R.C.E.C.S.A.
N 00°0D'00" E
r
56.19'
C P.0
I
TRACT OS-6 FARNHAM WAY
R=25.00
A=089°44'"7'
F
OPEN SPACE TRACT OS-7
CHB=N 44°52'13" E
m
Q w
I
OPEN SPACE I
CHD=35.28'
w
o. I
o 4.00 28.00' S 89°44'27" W
L=39.16'
ZO I;
W
S 8912
158.10'
F- 8
o m
91?
I
S 89'44'27' W o
_N 89°4427" E_
4n
28.00' o
141.35'
8
I
o S 89'44'24" W
5.00'
x a944'zr E FARNHAM WAY
I
3 TRACT LS o m
19217 (TRAR Rl, PRIVATE ROADWAY)
S 89°44'27' W 158,10'
P.J.
AZAjn6T
90m'oD'w 1s.D0' I
m e LIFT
- r+
STAl10N o
I � I
N8114'27'E
F H0W9=02}L52S6"A"
z
S s
B=645E47'E
S00°15t=0
CHDETAIL
'27"
54.00' G L=23.fi3' - S 89°4427° W 47.00' - - -
I SCALE = 1 20'
W PHASE 2A & 2B w _
00}5'JSW MOBo UTILITY EASEMENT 18 L_
a PROPERTY PER
89°44'J W N THE D.R.CS.OS.A.
7.00' I
AAA T-rl-1 / IAIF - QFF .CI -LEFT in (-OF in
"NOTICE THIS PUT, AS REWMED IN ITS GRAJ"C FORM, IS THE OFFICIAL.
DEPICTION OF THE SIaNNOED LANDS DESCRIBED HEREIN AND VA L IN NO CIR-
CU89TANCES RE 6VPn.MNED N AUTHORITY BY ANY OTHER WAPIOC OR OIQTAL
FORM OF THE HAT. THERE WAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
REDDNED ON THIS PLAT THAT MAY BE FOUND R THE PUBLIC RECORDS OF THIS
COUNTY.
PRESERVE A T CROWN POINT PHASE 2A SHEET 5 OF 10 BOOK
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA MATCHLIN
csz 9 „
CURVE TABLE
NUHBER
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
CI1
974AV
T 5r W
N 2V 31' Sr E
SBSS
WZr
Cl2
974ID•
T 6r 5T
N Ir 3v W E
50Mr
5615
CI3
974A0'
T II" SC
N IV Br lr E
R.Tr
37.DT
04
MOV
9T Of W
N Xr 3W 05' W
MUTT
4alif
CIS
525W
W 3V IT
N 7V W 24' W
.00'
ROr
CB
MW
T SY Sr
5 If Or 45 W
MOT
MOV
MY
BS0.0V
2' Sr W'
S Ir 3V Or W
419T
439r
OR
WAm'
7 Sr W
S 2V 31' W W
419r
410
of
"'u"'
1' ST Ir'
2r Sr 3T IN
250Y
nor
CM
BMW
V 4r 15'
N It' If 09' E
28.21'
MZr
CH
B`A00
1' 4C 5r
N OV W W E
X"
MIT
C12
SSIOO
T 2V OT
N OV W DV E
MIS
50.411'
CM
B5OOV
T Sr W
N W 4V OV E
419Y
Cur
C24
MX
TSr W
NW W IS'E
a
419r
CM
WAIN
T Ir 28'
N W W 49' W
4.OV
tOT
CM
MOW
T 41' 24•
N Of 10' 45- W
XW
NXV
C27
BSBOV
T 31. 05.N
OT 55 W V
1SW
ZIT
CM
12Wr
4' W sr
N 7V ST 3r W
MOT
M27'
CM
1216.Br
T 15 4r
N 71' 1V IV W
69.9r
69.4r
C]0
12158r
V 2W W
N 6r 11 SY W
124r
I.
031
988.00"
V 15 49'
N JV 1T 2V E
4.5V
4.5e
C32
HMW
T 41' Of
N 2S N 47' E
723Y
721Y
CJ]
Haw
471 W'
N 2S 2Y IC E
IU40'
11143'
C34
HMW
T IT W
N tS IS 5Y E
air
MIZ
C35
MOO
i' 3r 4V
N IT SV 2w E
3291•
J201'
m
7ZOD"
2r 35 42`
S OT 4T 3r IN
30.1r
39.Sr
C57
77.00'
45 OS Of
S 37 OT 4r E
IIIb0.00'
Sam
Cie
]ZOO'
IS 2V Or
S W 47' 2C E
21.W
NAT
ON
4"
T 4r SY
S 7V 21' 24' E
21W
2D.W
m
4280V
"S5"
5 75' 2Y 19' E
517V
a7r
GI
42500'
r OY W
S e2. 30' 3r E
S23T
S2.3r
C42
426AT
COW JT
N SirSY If E
6061'
MST
m
2100'
WWOV
SW H'2rE
MW
WIr
C44
171X
V 11' 05
OS 55 Sr E
aW
BST
C45
0V 074
2' ST 50'
S 0Y II' J7' E
I .3V
5839'
C45
974W
T Sr W
S OV /r IT W
6835
SOSY
C47
974W
T 5r SV
S BT 4V OV IS
5838'
5O3r
m
SAW
T 3V 3r
S 06' 29 2T W
42.W
426r
C49
2500'
ST M• SS
S SV it O5 W
3525
"'
C50
474.W
V ffi 29•
N 74' W 4r 11
MIT
785Y
C52
192&OV
T v 39'
N W 41' 3Y E
eW
4556'
C51
IO&W
T 3Y 39'
N 1S OS SY E
eW
455V
CS4
Haw
T 3T 3V
N 1T 36' 14' E
415W
45-W
-
I IOM.OV
T 3Y 3V
N IS OT 3Y E
eW
45Sr
C58
I025OV
T 3Y M'
N 1V 3V W E
455V
45W
C57
10250V
T 3Y N9
N W' ST Ir E
455r
45r
M102W
2 3Y 3V
N OT2T 3r E
4S5e
45.6r
059
1026w
T 3Y 39•
N Of SY 5Y E
455r
41-IC
C60
IO2DAV
2 Z 39'
N W 2V 19• E
4WW
4SW
Mill
102507
T 3Y ]S
N Of If 2T IS55
45LW
45
C62
1D25O0'
V 4Y 4V
N OS W Of W
IZ71r
Mr
C63
250V
SV W DT
N 40' 48' 31' E
Jilt
392r
C64
1150.00'
V 4z' 4r
S OT W Of E
14.37-
143E
C65
IIMW
V SY 25'
S OY Of 2r E
1754
175V
N C69
HSOOV
T 3Y 3S'
S W' 46' OV E
315T
33W
C67
Hmw
T 3Y W
S DV W 1T W
51.06'
51.0T
L60
H.w
T 3Y 3W
S OY SY W W
fil w
&Lw
C69
1150.00'
T 3Y 3e'
S OS 25 ]T W
SIM
SIAV
C70
Ilmoar
2 3Y JV
5 OT 5W tr W
51A6'
61OV
C71
MOO,
7 v 39'
S to- 3V W W
51Ar
SLar
L C/2
11580D'
7 3Y J9'
S 1S 0.T 35 W
51.06.
Stor
C73
1180.0E
T 3Y 39'
S IS Jr 14• W
51.OV
51Ar
C74
1150.0Y
T 11 .SV
S 1S Oe SY W
SLOW
511fr
N 38°39'29" E 9 8 125 S S14TD.2 E t
4B•2rE
N 75.02' /� W 24.g7 /zg7
19
n ,mares 8 8
� � � g � _ �g IR4u5• T
/ % s § 126 / 4u a 18
PAGE
EE - SHEET 6 OF 9O
7
W TRACT 3C
yI' h RECREATION
P.L `_W I S>.._.74JS CI07
r�vU
a � y. } 8` y a 17 v ¢
gT iklW E O
8
S�4' TE
9
,&'
0%�^�� CC1 c 11ADell
p.
='
127 / 1
A
17
N8IJ52rw
3084
50 25 0 60 ��
� i $$
1 : 50 U.S. SURVEY FEET
TRACT OS-5 $/
$ b r a zr
2 r
aze
10
*�I� g
WNsxvanox EASE7@N7 OPEN SPACE y
�(
6 6`
O B
I
76
77
¢RB 10150, PG 98
S /
76 (OVERALL) C307
N BB7Y50'W
G
'�
b �,
g oY $S $7�. 1Z6 d
140.8T
47
/
s7I
47822
2 E
I
84.4
^
79.01'
a 6
Z
a°
15 8
559z 4s.ar
$ cs
g �.,�
Mcy
4'J 129 /
v
s74s8'zr
ruse
1583r
12
C81
'R
P.0 CI04
¢ �i
N 02°40'11" E�
tF�e �g
Y
F
N 77°14'29" E
(
N 07°37'2T' W 55.84'
29.33'
I
�bm
Z
TRACT OS-5
3 OPEN SPACE
I
� �
1 N
to
Z
N
07'28'42' W
50.65'
N
I
07°28'42" W
42.72'
'
225 E. Robinson Street
pAB
Suite300
Orlando,FL32801
407.ficate 06
Vhb
Certificate of Authorization
Number FL #7153
WI.TI-U6E TRA2
TRACT 1AB
STORMWATER
A=030°11'29"
CHB=S 15°05'45" W
CHD=518.78'
L=524.83'
LINE TABLE
LINE / BEARING LENGTH
L5 NOr4T29'W I
L6 KIWIS= 124.R
V NW11i&E AW
LB MMOZ40-E 65IV
Le RMVV45'E I"
LLD NDr4V9'W 19ABY
H7 N074r3YE M791
US NWTI'22'E 5S1V
LID BYOY49'E MIS'
120 N]5w4wrE law
P.T. Ti w I < v=i I 74 r
� 14 �. 'E 2S � 75
P.G Yam. C)g �,.o Star 4&00'I.,a, 7
S{y \w )6 C)9 3854' cY 3
13D \Tr \ CJOfi
287' P.T. RWpO�• 4 15 $ I N BS'4r31' E 6 --ABA
_T4'or S21.x D -AI4UE CIR(
174.74• T134'29' W P.G 89.54' o I (TRACT RS, PRIVATE RDA
�11 •4r3TE
tiry ao MY � �Y eaoo
131 -°$ --�1� az
73
S>• 132
µB5.4531'E
32gJa• T,._ 133 HBS•4r3TE 24--�
CURVE TABLE
NUMBER
RADIUS
DEE.TA
CHORO BEARING
CHDRO
LENGTH
CSR
914.W
r OT IT
N IV 4r 3T E
tum,
104.75
DMI
574W
5 1V Zr
S IT 2S 12' W
5281'
SLBY
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
Cm
MOT
1V OV SY
N 1S SY 45' E
LMO.Y
IR f
C302
W4.00'
it' 55 OV
N OP 46' 05' E
20125'
2026E
-
4XW
W W 01•
S N' 34' a' E
16e.1T
18751'
CSO4
WZ
v Sr OY
5 M' 5r W E
IO10Y
Mar
GTOS
Haw
IT 25 4T
N W {Y 2r E
30204'
=25
CIGB
MOO
25-14' Of
5 41' 3V M• E
I"
164.W
CW7
3379M
r Of 4r
5 If OT OT W
35M44'
35SW
C]08
MOO,
IV IS W
S Be x SV E
LOBBY
IW.3Y
CIO)
57400'
1T 5W 4V
N OT 4T 51' E
13235
IN V
WIO
f0aw
W O5 4I'
N OV 51' 2Y E
4 Or
rA11T
W11
IISBW
1' 35 14'
5 OT 25 Sr E
31.SD•
]158'
E.
CSIt
825W
IT IS Of
N OT M' Or E
M89S
CHB=N257'4VE
CHO-moo'
L=30.00'
87'04'0YE 192.30'
STORM WATER PIPE PROPEI
OUTSIDE THE LIMITS OF PL
PER THE D.R.C.E.C.S.A.
NB7T4'07'W 140.J1' ft=856.00'
.00254'07 V
CHB=NO2a'J4'E
CN0=4J.35
I �-S 00*00'00' E 10893719'
Ir 705.22' a8=N4535b9'W
CN0=10879'
L=120.80"
MATCH L
'NONCE': THIS PUT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREN AND WILL N NO OR-
CUMSTkNCFS BE SUPPLANTED N AUTHORITY BY ANY OTHER GRIM OR BGHAL
FON2 OF THE PLAT. TUBE MAY BE ADDITIONAL RESTRICTION THAT ARE NOT
RECORDED ON THIS
PLAT THAT MAY RD FOUND N THE PUBLIC RECORDS OF INS
CWNTY.
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
[55]
IOOOX
IT 05 4S
N Ir V' 21' E
MOV
MW
0504
WOW
r S5 M'
N 7V 43' 4r W
W.W
n.W
C505
1000.W'
IC 5T Sr
NOT it 30' E
M1.O5
2SQV
C506
SI.W'
aT ST Or
N 2S 5r SB• w
m24•
74.7V
CW7
30O
IV IT Of
564. 34-WE
IW15
IW6Y
NOT PLATTED
R=504.OV
CHD-6 72'S6'W
Lm6878"
R=%010'
/ C=D=36.7 9'�R=726.00'
4N8=545'50'WE •�023tlB'19'
O 40.79*J' CND=579T3'04'E
L={0.79' ON=291.20'
L=29119'
>EE - SHEET 5 OF 1O
134
�HBeN �2°5j��8 � EYe
g10RD BENeNC CHORD LENNGTH L_j7j 4j'
CURVE T
NUMBER
RAINS
DELTA
C77
2500
V 2B' Of
S a. 5r 66' E
1145
3684'
C75
3740V
S 4T 43'
S IT 2r 23' E
41.Sr
445T
CR
R4.00'
B• 24' IY
S M' 5V 2Y E
IISAI'
Imir
CW
aw
SV OC W
N 4V 4S 31• E
36v
352r
CSI
62LW
V 41' 1r
5 OS W 51' E
Ma
74Z
C62
6M.OV
4' Sr 2T
N 0' 01' 31• W
54I4'
R.15
CSS
Saw
4' 57 2T
N Of SW 5Y E
M.IV
54.15
C81
MOT
4' Sr 2T
N OS ST Ir E
SIM!
KIT
m
BMAO"
T 3V 3r
N 1T It' 45' E
39.9V
X9T
CW
337B.95
PIS OV
SOT 3r 4W W
757r
R7r
fez
3MOY
VW Or
S IV 44' W 9'
MIS
MIS
C69
=UO'
V Sr OT
S 11. 4O' Sr tl
550E
550E
CW
3 OY
0' W OV
S tr Sr 01• W
SSBY
mw
C80
33788Y
V W Sr
S IT 3T W W
es"
5502
GT
3MOS
055 W
S IV 2r SV W
MW
WX
CO2
33798Y
V O4' W
S IC Sr Ir V
4dY
45S
OU
JS780S
V 5T 10'
S W 2T W W
49.4E
4145'
C44
33ROT
V SW 3r
S 1V tr SY IS
Seel'
5"1.
05
=TROY
1. OV 4V
S:IV 2S 34' It
6864'
6851'
C98
=TROT
1' Or 4T
SIT SY IV W
6861'
656Y
W7
3]ROT
1' W W
SIT 3r W tl
6S4Y
SS4Y
CIS
=M)S
V 49 4S
S IC 37 1S W
47Ar
47.er
[99
amo
S 15 01'
N Br 25' OY E
184V
184V
CI W
3ROT
r SY SY
N er Or 31- IS
54.7r
bl$
CI01
SMAT
6. 2T Or
N W OR 3T It
SSW'
3505
as
250E
ST IS 2r
R 5r 2Y 2Y E
3594'
415r
CIW
574.00'
1T W' Or
N OT 15 Or E
IR9r
MiLW
C104
5T4.OV
V W 3r
N W 4S 13' W
9.4Y
9.44
COOS
2100•
W 0U OS
N 49' 11' 29' tl
3S3r
392Y
C10D
250V
eV W OT
5 29' SV Zr E
353r
J92Y
0107
MOO`
12' IS Of
S SC 34' 6V E
OtAr
0."
CH
= CURVE CHORD BEARING
CHID
= CURVE CHORD DISTANCE
L
= CURVE LENGTH
O.RB.
= OFFICIAL RECORDS BOOK
P.0
= POINT OF CURVATURE
PG.
= PAGE
Pi
= POINT OF INTERSECTION
D.RC.E.CSA= DECLARATION OF RESTRI,
1� 24.00
136
7 N86 V 'E
124.00
137
%5
Y
C44
I
r
rg
5
P.T.
MW MW.
I
101
ug57V20'E _ W
124.00 T
102 W
N89O3'59'E
N891Y2'E
124.00'
124.00'
1
113 Z
138
W
SS82Y22'E J
V
S8r44"4frE
124.00
139
I
W
I
B I
104 ~
,M•�•E
124.00
Z
f 0
SB5'i0'fYE
124.00
w
140
'
I
105
$
5834VDT'E
2g09,
�9
��
124.
106
$
_P.G ...I9
24og'nr/ I�
9 Y
r
141
-B�
dxy
$E�
107
S
124.00•
^, N
OV
/
108
O
h
L
�
142 8
S7Sf0•
1�4ar E
N p
v 3 N
a
4�.
109
n
Fym
143
14.DpM•
11
110
71832'
144
BBREVIAnONS
P.T.
= POINT OF TANGENCY
R
= CURVE RADIUS
RNG.
=RANGE
TWP.
=TOWNSHIP
A
= CURVE DELTA ANGLE
A
= SET 5/8' IRON ROD AND CAP'PRM LB 7153"
®
= SET MAG NAIL AND DISC'PCP LB 7153"
NT, EASEMENTS, AND COST SHARING AGREEMENT (IOC w:
PUBLIC RECORDS, ORANGE
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
OEM
S4B00
W Sr 43'
N V1B 547 E
MIW
PS.W
.49
41GOC
W 43 W
N 3P BY W E
60.45'
ow0550
MOV
IS W Zr
N W 2Y 24' E
M"
NW
MI
MOT
2W 22r Z7'
N OT OS 0V E
49.71Z
SO.Tr
06.52
30101
2r 2T Sir
N OT 3W 4V E
117W
117V
C553
1—"
4' IV 49'
N IS Sr 11' E
MAY
BIAS
0554
=00'
IT 5f 1Y
N W OY 4r E
752r
7W
0555
1I11.00
S 30 41'
N W W BW E
17.12-
WAY
0970
551U0'
E N' IT
N T' SY 3W E
5196
SLW
M71
IDW
W BY 44'
N 74' OT IV E
14.W
MET
CSn
]D.OT
W W 3r
S 47- 3S 00' E
31AL
31.5W
M73
S7JIWAY
0' W DY
S 3V 0 3V E
41SV
455C
M74
7985W.7V
T OT IT
N W 34' Ir W
QOT
40.00'
0575
MOT
2S IT 31'
N 4T 3Y 3Y W
SS91'
3B2r
M78
BDD'
w IV Or
x TT 2r 2r W
TaW
1zW
0577
5%00
0 3Y 4V
N W M WY E
5S1'
S51'
C61H
39B0f7
r 4Y DV
N W OX V E
57.43'
5731'
C579
25000'
IS W 2r
N W 2f 2C E
59.2r
594G
O o
110.01
27 2Y 21'
N OT 06 01' E
SSBI'
S0.4T
C551
2KW
2rWWJ
N OS 3T 48' E
112M
1111Y
0552
I07o"
V Ir 4r
N Ir Sr It' E
YR9r
W9{'
C55T
24000
1T 5c Ir
N 2W Or 4r E
OW
IMOT
5. 3W M•
N 3Y 41. OP E
21.7W
2181'
PRESERVE A T CROWN POINT PHASE 2A
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
CURVE TABLE
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
77-W1VBY"'52WDYW'W1149'
115T
7201
42 W 41'
S W Or 4Y 'I
55.1Y
5LW
77.01
3T SS 25'
S W' OB' TV W
49.9C
MET
rNUMBRI
2100
9P DO' OT
N 50orSYEz140Y
24' 4r 41'
N 2T & 54' E
915Y25AU
W' SC W
S W' Or 3Y W
3533aW
W W W
N 2W 5W 27- W
1438'
392r
C115
25000'
z1' {r 41'
S ZT Z2' Sf' W
1Oi97
10/AY
CURVE TABLE
IN1®FR I RAMS DELTA CHORD BFARANC CHORD LENGTH / /
C112 7200' 90' 00' 00'
CURVE TABLE
NUMBER
RABI/S
DELTA
I CHOW BEMBIG
CHOP
LENGTH
C505
51.00'
W 00 OT
N W 01' 3Y E
7212'
KIV
CSW
350.00'
2{'4Y 41'
S 27'2Y 5{' IN
14a7V
ISOW
Iw
IF
I�
I _
LINE TABLE
UNE i
BEARING
LENGTH
/9
N35M4SE
N&W
z
L11
N21'0411
S17Y
u2
M4BSZr1/
I2.4Y
r
0L
Lm
NSSS9'4SE
IM W
I s
121
SMI 0491
114Y
I
In
N15V WE
I WV
123
WW4VW
j 14.54'
124
K34TOWE
345Y
US
1121'4011
617r
/
/ 4U
TRACT PA
10.00' MULTIi-USE TRAR
EAST UNE OF M"'VASGI EASEV➢tT
OAe. 104M PG S5
i caBs.
W
� m
SHEET 6 OF 10 I PLAT
BOOK
NOT PLATTED
PAGE
n
I 't\
LLJ
W
Z
LLI
LL I
J
U
N 39°44'15" E
72.26'�
� ssBrr
/ TRACT OS-5 116 8
OPEN SPACE 117 115 $ /
� 114 $
5 a = $
g 8 ew• 113 .°
o ^ —ClioQo
I l o ry � Ati � a c7 c7
P.T. t �Irw 1gg.Op, s$Do/
118 P zt.Ey
N 15107'33' E
P.0
to
PL U
26
NOT PLATTED cW9T1VAnw EAF1WiT s sg'r $ 'ntSBi f t �++
I OA8 10130. PF 65 �� ltgp0. _ l C $ 12(CO• 11d(p °�
120 Akan / 25 $ 2 Oro' 24gr /
I �ryb��ryti � sIt i ,Z48r � s2 zrf /
z • $ s Bzigr O
7t0.�.
50 25 0 50 / �Y�,e 121 24 9 3
I I : 50 U.S. SURVEY FEET N 54°14'56" E
I
37.50' TRACT OS-2 s7t zr � / ITdOF A
can OPEN SPACE $ + ou /
C675 $ ; / j 23 122 (ovERAu.) ,�
�566$1 �iA h ssm'33'W 4 '3/
N 35°09'45" E $� c 4� �° s]t zr l a . S zt.�S' STORMWATER
A
r 4lszr $y STORMWATER
15.37/
— _ SOIrIH t1NE, HE 1/4, SEC110N 1_TMP. 22 !SMG. 27 E _ _ _
NORM uNE sE I a, SECTION 1, TxP. zz S. RH'G 27 E / g $' s / 22
O 123 AMACf 1-1 / g 5 /
Ph $ �57tSYzrf Iz�pp l �� CT OS 3 I Wool.
TRACT 1AB 5 1\OP N $Pq I 21 $
I / STORMWATER ORL,4GcESV eta 8 6
TRACT PA 124 ItaL>r . $/ 1zt- $ /8 G TRACT 3C
TRACT OS-5 1G.DO' MULTI -USE TRAM. /$ h� s@topre '�$ RECREATION
OPEN SPACE _S �zrf T s74 20
MATCH LINE - SEE SHEET 5 OF 10 / 125 55GG'M 20 3Bzrf 7 / a
LEGEND & ABBREVIATIONS
225 E. Robinson Street
CHB
= CURVE CHORD BEARING
� �9
�0000
Suite 300
Orlando, 32801
CHO
L
= CURVE CHORD DISTANCE
CURVE LENGTH
FL
407.839.4006
OB.
= OFFICIAL RECORDS BOOK
vhb
Certificate of Authorization
P.C.
PG.
= POINT OF CURVATURE
= PAGE
Number FL#7153
P1
= POINT OF INTERSECTION
P.T.
= POINT OF TANGENCY
R
=CURVE RADIUS
RING.
= RANGE
TWP.
=TOWNSHIP
A
= CURVE DELTA ANGLE
A
= SET 5/8" IRON ROD AND CAP "PRM LB 7153'
0
= SET MAG NAIL AND DISC "PCP LB 7153"
'NONE•: THIS PLAT, AS RECORDED W ITS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND MBE. IN NO OR-
CUMSTMCES BE 9" ANTE0 N MNOPoTY BY ANY OVER GIN IC OR DIGTAL
FDT1N OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
RECORDED ON THIS PUT THAT MAY BE
FOUND N THE PUBLIC RECORDS OF THIS
CGUEEn.
PRESER VE A T CRO WN POINT PHA SE 2A SHEET 7 OF 10 B OK
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
LEGEND & ABBREVIATIONS
CHB
= CURVE CHORD BEARING P.T. = POINT OF TANGENCY
CHD
= CURVE CHORD DISTANCE R =CURVE RADIUS
N
L
= CURVE LENGTH RP. = RADIUS POINT
NR
= NON -RADIAL RNG. = RANGE
OR-B.
= OFFICIAL RECORDS BOOK TVJP. =TOWNSHIP
P.C.
= POINT OF CURVATURE A = CURVE DELTA ANGLE
P.CA
= POINT OF COMPOUND CURVATURE A = SET 5/8° IRON ROD AND CAP'PRM He 7153'
PG.
= PAGE ® = SET MAG NAIL AND DISC"PCP LB 7153"
N 39°44'15" E
P.L
= POINT OF INTERSECTION
72.26'
P.RC
= POINT OF REVERSE CURVATURE
R=345.00'
5.00'
CH13 N13'5 Ol" E
CHB=N
2°46'Ol"
NOT PLATTEDCHD.93'
50 25 050
'
N 69°24'48" E
1100 On
.89'
L=49.93'S
=229.70'
LCH
1 : 50 U.S. SURVEY FEET
41°58'13"E30.00'
118,27'
S 891Z2I
l
NO TRACT AE1
�� yi �tOTT BEGIN TRACT AE2
\D� ph��Ai 1
ypSP 04v C4
NBT42'W'E 159.0Y
/ry� C+� �y5 30.00'
o� 5� P�ti PVG RAVAGE FasEuINT
a 42.06_w 14B64_
�'2S Q�P.9Tp
C112 4r�� 34
P.T. �
G19
33
�i
O
O
O
W
LLJ
TRACT A
STORMINATER
J
U
SOUTH ENE. HE 1/4,
SECRON 1, 315P. 22 5, RNG. 27 E
-------- NOUH UNE, SE 1/4,--
SECTION 1, TWP. 22 S. RNG. 27 E
TRACT 3C
RECREATION
225 E. Robinson Street
Suite 300
do,39. 32801
-�/
407.839.4006
Vhb417
Certificate of Authorization
Number FL #7153
R=280.00'
A=090°41'33"
csG7 R,� CHB=543°51'25"E
42. CHD=398.37'
o� L=443.21'
ry v
F
35 TRACT OS-1 \
OPEN SPACE
♦tikes � ��
36
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BEARNG
CHORD
LfTNC1H
M12
214Ar
24' 4Y 41'
N 2r 2Y W E
9i3s
92W
M15
25W
24' 47 41'
S 2T 2Y 54' w
NEW
107AZ
MIS
MOOS
9Y Nr 31'
N 7r 4Y 25 M
36.50'
40.SY
C117
]WOAD
14' SS It
S W IS!45 E
9565
MIS
CIIS
494X
II' JP W
S IS 47401 E
MIS
OW
CI19
494AO
4' 21 4f
S W WIr E
$45
AIR'
C120
UI)T
VW W
N 1P 51' W' E
29.W
31AY
021
J70.W
4' 3w Zr
N IT V 2r w
20AW
29.9r
C122
370.W
4' 21 4Z
N W 46' 10' If2581'
MBV
11"
2SW
W' W 4Y
N VJ5' 2f w
3559'
41A4•
L124
moor
$I. 56. OS
N 6S 37 ISw
61.48
64.W
CI25
MOT
2S 23 W
N 25' 26' W w
22AY
nOS
M29
MOT
W 3V W
N IS 55 45 E
45BB'
51Ar
C127
MOT
SV 3S 35
H V 31' 06' E
45 Y
4711'
Mtn
SOW
25' IS 3V
S W 3S 2T E
2W
22N'
C128
I W W
17 34. Or
S W 41' 2r E
V.6S
2abr
CUo
VAOV
IS' IS 2f
S VSr 4S' E
SOBS
512•
031
1°AOD'
IT 15' 35
S IS 1Y 46' E
4SW
4523
On
31800
W SS W
514'"OY E
KZ"M1Y
O33
3150D'
IT 26' 14•
S 3S tr 44' E
95W
9596'
M.
31&W
It.22' 5B'
S N' 4s 2W E
61W
UIS'
Lim
72W
4' 45 29'
S 34' 1w W w
S4Y
WCI37
W.W
91' 4S 2P
S7T 4r 25 IFHMS7
1732r
Cl,174.W
4r OW 43'
S 25 IO' W w
IaQS
122W
CIS
I74X
W 3Y is
N 7Y 3r W' E
IK5V
IM69'
C140
174.W
W IS 5P
S W 3T 2W E
7MW
7361'
041
274W
10' 34' OY
S 46' 41' 29' E
SO4r
SW
0142
274AO
1w 3S 2f
S 3Y Tr 45 E
930r
93M
CI43
214X
IT Ur 35'
S W 17 46' E
Ent.
Kim
M"
IV 59' W
5 IV 04' Of E
50.W
%74'
C145
104A0
IT 2S If
S 30• fr W E
SEES
MW
CI46
IROV
II' 22' W
S M' 4Y W E
J548'
C147
62 1W'
51' W SW
S SS IV Of w
IX8K
16219'
ma22OX
W 41' 3Y
N 47 51' 25 w
JI3W
3462Y
RO
IXW
W 24' It
N W 47 41 W
In"
21575
CI50
MEWS
7r W
N 48 5J N' E
4S55
WEE
C16D
23W
9I'.3 '
57T 4r 2Y w
3556'
40.02
CI81
874X
S O4• W
N 54' W W w
4 W
4W
PAGE
CURVE TABLE
US
DELTA
CHORD BEARING
CHORD
LENGTH
IV 55e 47
S W 3Y 49' E
13/.37
I31.%
S' W' W'
N 11' Or 3S w
5577
b97K
o,
728' 3w 4f
S IY 4r 3S w
Dim
197bs
T01731LOCr
4r 24' OS
SW i6` 0 E
IatW
1N.10'
aW 21'
S M 27 30' E
237.47
24331'
D'
IV35 3r
S4W 3r 07 E
12SS1•
WNY
IV 57 W
H W W' 3Y E
304.PY
=Hr
020
274.0V
4T 24' OS
S 3V IS' 3T E
=L2r
22&W
C3ZI
IM.W
4Y 57 21'
S 2S 2V 3V E
1415E
1454Y
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BEARING
CHORDILENGTH350.W
24' 4Y 41'
S V 27 5C w
148.77MIO
124AW
4r 24' W
N 3O IS 3G w
MVC511
3MW
IV W' 27
S If W 4P E
9OP5M12
344.W
W 45' 5Y
S 3W Of W E
170.00'C516
51.W
81' 4S 2D'
S'7r 4Y 25 w
7527
C IM TABLE
NUMBER
RADIUS
DELTA
I CHORD BEARING
CHORD
LENGTH
O6W
224W
VSZ3VI
N W 45 Sr w
157Z
1573
C601
nO W
14*2535*j
N 7r w 44' w
5525
5540'
L602
f126AO
C76 IC
H w St' 4w w
I&W
1365
C60.1
71.W
/7 W 15
NTT 27 37 w
552W
50.57
OSA4
3/8,00'
W 24' 25
S 21' 3S SY E
WX
JO01'
[6W
;;TV
1T 1S 51'
S 1S 34. 15 E
1a3Y
1n9'
O
50.00'
S 36'0117" N S%\
f'
W
37
Z
P.RO IS
\4 ry
I
W
P.C. �,y
$63zK3z'w
124.00
°
32 i
$
;II
NOT PLATTED
LL1
Z
124.00 $� S
o
38
583�3YW
Q
Z
31 m
=o
$ w
Z
O
o
Ng}y5'3YE $
=la
39
�
I Ln
124. ;
$
3Y
�j2p
OCOEE CROWN POINT PUD PHASE I
30 I Q a
TRACT A
Q
P.B. 63, PG. 24
lz E
124.00 $
I=
40
P.C.A=096°24'12"
R=70.00'
v'IU
29
Sr
j
CHB=S46°42'44"E
CHD=104 37'
zj
28
27
85
3 28.W w
P.T. $ Z N 85°05'10" E
41 v k\ 8613'
TRACT AEt
PUBUC ROADWAY - -- -
♦.�
(OVER ALL)C2 805 10'w 1751s
Pt g
42 ry+F2 \. N72.40'06•w-,
G
86
4754YW
Y44
e249• Rq�O� `b°z
CIM
Gs1a Asg4�.
P.Gc q2�E
w
$w• 45
IF _ .QFF.Ql-IFFT R nF 1n
8168' 1345
C60:
N87_34.5a•W 94.1G
TRACT OS-1
X OPEN SPACE
OCOEE CROWN POINT PUD PHASE I
TRACT A
P.D. 63, PG. 24
N g5ro5Y0' E -
788.5Y
iE O Inn��
SWTH UNE, NE1/4, SECTION L TAP. 22 S, RNG. 27 E _
- - - - -- -
NORIH LINE, SE 1/4, SECRON I. TWP. 22 S. RNG. 27 E
5 36°32'27" E
13.08'
S 04°54'5D" E
74.37'
R=57.55'
OCOEE CROWN POINT
/ 22'
PUD PHASE
CHB=S
/ CHB=S 19°D6'1P' E
06'
TRACT B
CHD=28.21'
P.B. 63, PG. 24
L=28.50'
S 33°17'33" E
"\-�235.28'
T'OIIGE': THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIYDED LANDS DESGEBED HEREN AND W9.L IN NO WT-
OIYSTANCS BE SUPPLANTED N AUlHMTY BY ANY OTHER CtAFNC OR D(pTAL
FORM OF THE PLAT, THERE MAY BE ADDIMM RESIRCRONS THAT ARE NOT
RECORDED ON TH5 PLAT THAT MAY BE FOND N THE PUBLIC RECORDS OF THIS
COUNTY.
PREESER VE A T CRO WN POINT PHA SE 2A SHEET 8 OF 10 IPLAT
BOOK PAGE
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA MATCH LINE - SEE SHEET 7OF10
86 0318
TRACT 3C ��,�,N ° di _ ry� a, 2co. . 43 OCOEE CROWN POINT
RECREATION ,(� LM1Y j PAL �o; \ 44 ap / \ �' \ oA�ynb PUTDRPHASE
ACT B
85 B' .B. , PG. 24
4o.DD' umm mT n4.u' c° `\rrq�Gs, .�'' f`44r Cis 45
CRESSWELLSTREET 7 e n°
(TRACT R5, PRIVATE ROADVdAY) s�V3 P.T. �$. N550 12gwA1 Crq�2i
YE A � .1'° p 63
.tom
N A5'4831' E ._ - P.G e'1 84 10236' \ 'Da2�9 e ." G'�,
�.
574.u' �, � grFgoOGg`' 9 P.T. 3 46 \��'
P.T. ESIR.
lo.00' uTRttt fig. c1n 61 go�c'�'r t?'
55.WK3 E 4.35SW 2g__,__-� 83'Y''°
SS95' _----- 't` 4y i P.I. �,'(°
C99 62 b fit, 4763
nq \
. 8 81
$ 79 80 Jr ' SdT'B'L�F'P� "3•p `Je (owLAu)c33o
78 64 '4 E N�`,�Pp41 P.0 / 48
59 ��91 1ry�d \I �sv'ie 54.251<04 W
11855441TWE z ��" 'H4''N ` P?R 5. S�' .� J�;i J j / TRACT 0
472.26' (sS03• 72.31• J7E °A O�CS.��Sy�NS 49 �^�j P.B. 63.
56ar C326(057:RA21) 9r / �pP� ' 58 �qry� PG. 24
615i' 55'ar�. 45.00' 45.00'
45.00' 45,ar 65 'dt P.T. h 57 C329(0)?RAL) 50 / „ S 32°47'56" E
'p 67/ - 4
71f, 7 ti
. S o�° 56 51 / 1
N 72 . 8 71 $ 70 69 r 68 66 a /
�� /s 55 y}9
'.d5 52
(owwL)x55za'1YE 74.99• /
° °� Ay4P�H(
�l 67.31' C162 c �
_ 45.00' 57.03,
asar 4500' 53
45.ar 46W' E33T. P.C. C514 P.L N O7DY53'
5854531 W 470.54 I0.00' 1n1L0Y 27.01'
DONAHUECIRCLE --,- --- O
4
y_g54e'31' E 610.m - 521.34' (TRACT R5, PRIVATE ROADWAYI $ DE54 yyj' /,�PLOT 1
/
"0p• a, q 4{3 t S 34°35'43" E OCOEE CROWN POINT PUD PHASE I
to.OG UI87TY MMT. _- C105 C208 gpkbYZY 75 h / SyE� / / 36H' 10.00' P.B. 63, PG. 24
•3'E 45.00 45. 1.34' QJ26 ';i){g. 'Sb op, GV�P� �jQt
tsoo _s \? Dr \ od$ G pPo / / S 55°24'17" W
4sar fs• k �� N}� S%PSE� / 2p1'1 y 53.06'
\ ct87 i OOc,`��' / S`' �,w\\P' R=2340.00'
o s 93 92 r 91 8 90 RPs�/ S 10Vv A=000°40'43"
94 89 $ i P.. C516 �o� /`�+ QP CHB=S 55°44'38" W
98 97 \ o� qt. µd 1\� Ph V CHD=27.72'
99 a 88Q,PR6QFV L=27.72'
X PQp�IKG e 4
4Sar C216 C2I5 O ` Q
sar 4soG 87
tsar �4 2P �
4s.ar j OGOe ooOR� Q6.
S 85°48'31" W c?7J �
371.79' OQ�
N
NOT PLAITED R=250.00' �2 G�Oj
U
WR%E TABLE
NUMBER
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
M17
MIT
14• SY 1r
SSW 15 4W E
9565
WIS
M35
21W
OT X 25'
N W 45 Zr E
37.64
4U1'
M51
49.W
X 24' 1V
N 7G 38. 2V E
257G
M.W
C152
1MW
14' 15 2V
N 7B 4G 4W E
2SOr
MIS
M53
10M
IV W 48'
N U 26 41• E
PEST
2A45
054
SLOW
4' 4r 2V
S W OY 37' E
36V
X40'
M55
aOT
ST W Nr
S OW &Y 00 E
804'
412Y
M58
MDT
5 a 2S'
S 5r M' 3Y W
323G
323r
067
17&W
4' 4W 05•
S SY M' IV W
K6F
14Ar
am
MOT IT
6Y 45
S 43' 41' W W
4 W
4U7
CI59
IMW
IT 5Y 45
S W 47 3V IN
425Y
4U9'
M60
17ILW
Or 4Y Or
S 1T 5V IT IN
2W'
29AV
M61
2SW
TT 3Y tY
S av S5 1T W
M.3Y
3385
M62
428,0T
4' W 2V
S BW 15 43' W
X47
X45
CIO
=00
20' OY M'
N Ir 49' II• E
04.45
/M95
M64
=00r
1T SY W
S 2V 4Y W W
MSS
7LW
Oa
30&W
1Y 5Y W
N Cr W 1W E
7255
7275
M68
=00r
4. 45 W
N SY M' WE
2CW
24.97
M67
15OW
IT 51, W.
N 4W W M• E
2A31r
2A4Y
M88
=Ie
M' 21' iW
N i5 2T 1W E
13LW
M76'
Cl"
3W W
T X SY
N W SY 25• E
M.21'
M.2r
MM
3W W
IT Sr 1W
N Sff 1r 31• E
57.27'
57.38
MT
=W
/G 3V W
N W W 1G E
5S 5
6SSY
Mn
SCOW
GWOY
NSS IV 4YE
DEG
OW
M73
MET
Ir 5r 3Y
N M' 1Y 43' W
XOY
10.19
C174
21W
95 27
S 21 2Y II• E
X97
41EY
C175
111.
WW
36' 11' 09'
s 3T 15 4r W
n.W
7831'
CM
Y2AW
r 5r 51'
N 6T 55 M' E
-
IBSG
Mn
>?AW
T 4G 45'
N /U 4r W' E
ew
416W
an
MOT
T 40' 45
N 41' M' 15 E
416W
a59'
MM
32AW
5. 15 IG
1 N 34' 3Y 2G E
MAY
:;V
CURVE TABLE
NUMBER
RADIUS
DELTA
CHOW BEAM
CHORD
LENGTH
081
824EG
T OY D5'
N 54. 43- 5r W
4&W
4 W
Lin
MOT
V W W
N 51.1Y M• W
620
BUY
a.
04.W
VW 3r
N 4T W 25' W
12.411
114V
CI&4
MOT
VW 36•
N 4T a' 4W W
6242r
6244'
CIM
874X
V SY SY
N 40' DY If W
2&W
286W
M66
SOW
9W 3T 4T
N W W 5r E
7144
6245
M87
2SW
74• M 21'
S eT IS W E
X2V
32W
M68
42&OW
IV 13'W
N 5T IrIV W
1045r
1056E
am
14& W
IV W Sr
N W 4Y SY E
4&95
4A19'
CI90
B66.Sr
V 4W 0Y
N 5f a45 E
MAr
n.4W
M91
65657
V W 2S
N 51' X Or E
wsr
8055
M92
56&J7
P OY 20'
N 4T 3r 41• E
615Y
6157
M93
866.1Y
T M' 2r
N 4T 0 45 E
E n'
m7r
M9/
96i1r
2' 39' 11'
N 5V DF 41' E
Cur
4 11'
M95
68&i
3• X Sr
N 57 5e.+ M' E
5&Ir
Xffi
a
BN.Ir
Y4G W
N 4T W 5V E
SS68
1 SSSr
097
668]r
T 15 W
N 4 47 2r E
495Y
4954'
098
TAW
17 Sir15'
S W 3Y 45' E
1"'
14161'
00
MIT
11. 20 M'
S 41' 2Y 3r E
/4Atr
14&35
C2W
7"
V45 W'
5WW SW II' E
SLIT
Wir
CMt
MOT
4' W 35
5 SI' 14• 0' E
SSSY
5355
C202
W 7W
V W WS
47 W M• E
5157
5158
CM3
75&OW
V W 35
5 4J' Or 49' E
A35Y
535Y
CM7
750AG
S Ir 2r
S 3S 21' 4W E
69X
690f
I�
®000
�_®S
��
225 E. Robinson Street
Suite 300
Orlando, FL 32801
6
407.8cate
I�
of
Certificate of Authorization
Number FL #7153
A=048°32'00" ,�.P R=733.73'
CHB=N 69°55':9W a A=O11°03'46"
CHD=205.49' �J' CHB=S 49°52'24" W
L=211.77' `(?&� CHD=141.45'
N 45°39'29" W L=141.67'
49.21'
LOT 1
OCOEE CROWN POINT PUD PHASE I
P.B. 63, PG. 24 50 25 0 50
1 : 50 U.S. SURVEY FEET
BENCHMARK
SET NAIL AND DISC
'TRAY LB 7153'
ELEVATION=10173'
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BEARING
CHORD
LENGTH
CM5
3KOV
7 W W
N ST 2Y DV E
4A25
46W
C200
374.W
V 3Y 3r
S 6r 15 W E
62SY
8241'
=7
374.W
V 3Y 3r
S 7r 41' 5r E
621Y
B2.41'
CMB
n4.W
r 3Y 3r
S 6T W iW E
623Y
MI
C209
374.W
C IT 291
S SV If 46' E
SAW
54.1r
wo
n.W
74. it 4r
S eT 1W Sr E
8125'
10015
CMI
7&17Y
11' W 46-
S Off Sr 24• W
1422Y
147.45
all
250W
Ir 4T Or
N 5rW 3T W
XSW
SS4r
M3
25OW
W 3Y Jr
N U W 1W W
VAT
41.7Y
Ml{
256W
ff 3T 3r
N Tr 41' Sr W
4LAr
41.7r
a15
250.W
ff 3Y 1Y
N er 15' 3V W
41.87
41.7Z
a16
I MOW
TWW
SW MOrW
31.1ff
31.2or
=7
SLAW
IT W 3r
N 4T 4Y 3r W
WAV
27865
Mil
I 1OLW
43. 4r W
N 1T 15' M• W
7&W
nAr
MIS
IM01
60' 47 55
N 3W W iW E
VW
9O4Y
LEGEND & ABBREVIATIONS
CHI
= CURVE CHORD BEARING
CHD
= CURVE CHORD DISTANCE
L
= CURVE LENGTH
O.RB.
= OFFICIAL RECORDS BOOK
P.C.
= POINT OF CURVATURE
PG.
= PAGE
P1
= POINT OF INTERSECTION
CURVE TABLE
NUMBER
RADIUS
DELTA
I CHORD BEARING
OEM
LENGTH
OJ/6
370.W
19' 35 05
4G 3r EVE
12591'
"S""Can
178.W
47 15 3W
S 34' 15 5T W
law
1MEr
=
MOT
23' 2Y 31'
N 43- 4(r M• E
1]26r
I=r
C324
674.W
1T le W
N 4T 4Y 3W W
M2pr
261W
C375
42AW
2V W 3V
N U W'5r W
1923r
1916W
C3M
374.0V
4V OY 27
N 7r OY 45' W
M W
28&W
CW
10200'
OV 30' 4W
N W W Sr E
14M
16A25
C3M
3WW
6r W 3Y
N 2ff W 56• E
2M W
27547
C3M
5S&J7
IT 15 IY
N 4W 4141 E
MOW
2W4G
=411
C330
75&W
2r IW IY
S 16' S7 45 E
2961Y
C3A
/M.W
In 24' 1{'
N 7G T5 24' E
5297
SSW
P.T.
= POINT OF TANGENCY
R
= CURVE RADIUS
RNG.
= RANGE
TWP.
=TOWNSHIP
A
= CURVE DELTA ANGLE
A
= SET 5/8" IRON ROD AND CAP "PRM LB 7153"
43
= SET MAG NAIL AND DISC "PCP LR 7153"
CURVE TABLE
NUMBER
RADIUS
DELTA
CHORD BE.ARNG
CHORD
LENGTH
0512
344.W
W 45 Sr
S W M' 5Y E
17WW
In7G
M13
75.01
SG 2f IC
N 70135 2V E
V-V
Xff
0914
MOT
11' 15 22'N
N3Y 4W W
7&46'
TAW
W5
-W
V Tr W
5 66. 3G OV E
U63Y
ZM.4T
M16
5U.)T
7V 31' 4r
S 6r IW Or E
61.76'
56.34'
M17
nX
94' W 4W
N W Ce 57' E
11LOS
12&W
0519
TAW
S 2Y IW
S 34. 3T ST W
LAM
wur
C5M
306W
/W Or Ir
N W 2r IV E
I 9AM' I
MY
iM3 PUT, AS RECORDED N4 ITS GRAPHIC FORM, IS THEE OFfl4h1
DEPICTION OF 1Hff SUBIXNDED LANDS OESCABED HEREIN A14D W97 IN NO CN-
L2NSTANCES HE AT. .TIMED H AUENDRDY N ANY IDICT WNOC OR fECNOT
FC401 OF ES PUT' THERE MAY BE ADDIBONAl. RESIFtlCTiONS RUT ARE HOT
RECORDED ON 7HLS PUT 714AT MAY BE FOUND IT THE PUB UC RECORDS OF THIS
CDUNIY.
PRESERVE A T CROWN POINT PHASE 2A SHEET 9 OF 10
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
OCOEE CROWN POINT PUD PHASE I
TRACT A
P.B. 63, PG. 24
N 85°0510" E 7Ut.5j TRACT AEA
— PUBLIC ROADWAY
— N STONEGATE DRIVE
I a=oc nn-_
SOUTH UNE, NE 1/4, SECTION 1. TFP. 22 S. RNG 27 E _
No<tTP UHE, SE I/4, SECTION 1, TAP. 22 s. RNG. 2� E
OCOEE CROWN POINT
PUD PHASE I
TRACT B
P.B. 63, PG. 24
O
0
W
i
vi
W
A=072°51'16'
CHB=N 58°29'12" W
FOUND 4"%4' WON'MTH RON ROD
CHD=112.82'
I E cCORHEN, BE IA SECTION 1,
L=120.80
TAP. 22 S, RNO. 27 E
N 22°03'35" W-
43.13'
EASTEFLY UNE OF—
OCOEE CROWN POINT
TRACT B
PUD PHASE I
R=10.00'
TRACT B
A=068°40'35"
P.B. 63, PG. 24
CHB=N 12°16'43' E
CHD=11.28'
L=11.99'
NQot�
or 0, `ee s3 eG tiA
OGee�
,,-FOUND 4'X4" CMON
LS 3556
THE SE CORNER, OF THE BE 1/4.
SECTION 1, TWP. 22 S, RNG. 27 E
CORD 70966
LEGEND & ABBREVIATIONS
A=072°51'15"
CHB=S 58°29'13" E
CHD=184.08'
L=197.09'
OCOEE CROWN POINT PUD PHASE I
TRACT A
P.B. 63, PG. 24
F
P.T. 5 22°03'35" E
41.77'
g,y, R=12.00'
A=067°58'32"
P.L CHB=S 56°02'51" E
BEGIN TRACT AEt CHD=13.42'
L=14.24'
R=100.00'
A=043°20'53"
CHB=S 68°17'27" W
CHD=73.87'
L=75.66'
XH
YE
BENCHMARK
SET NAIL AND DISC
'TRAV LB 7153'
ELEVATION=109.72'
N
50 25 0 50
0015
1 : 50 U.S. SURVEY FEET
CHIT
= CURVE CHORD BEARING
P.T.
= POINT OF TANGENCY
225 E. Robinson Street
CHD
= CURVE CHORD DISTANCE
R
= CURVE RADIUS
000
Suite 300
L
=CURVE LENGTH
RNG.
= RANGE
'NOTHE': TIES PLAT, AS RECORDED W ITS ORAPMC FORM, is THE OFF1gA1
0
ollando, FL 32801
O.R.B.
= OFFICIAL RECORDS BOOK
TWP.
= TOWNSHIP
DEPICTION OF THE SUBDIYDED LANDS DESCRIBED HEREIN AHD NSL E7 NO CHL-
AUTHORITY BHN. DIMANY OR
...���GITAL
407.839.4006
P.0
PG.
=POINT OF CURVATURE
AGE
A
®
= CURVE DELTA ANGLE
= SET 5/6" IRON ROD AND CAP "PRM LB 7153"
nRy OµF�E�pL\L TINEREOMAY iR1TiHA SNOT
RECORDED ON THIS PUT THAT WY BE FOUND IN THE PUBLIC RECORDS OF THIS
��
Certificate of Authorization
P.L
= POINT OF INTERSECTION
®
= SET MAG NAIL AND DISC 'PCP LB 7153'
CDUNTY.
Number FL #7153
PRESERVE A T CROWN POINT PHASE 2A SHEET 10 OF 10
A PORTION OF SECTION 1, TOWNSHIP 22 SOUTH, RANGE 27 EAST, AND A PORTION OF SECTION 6,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, CITY OF OCOEE, ORANGE COUNTY, FLORIDA
N
�_
IT
50 25 0 50
1 : 50 U.S. SURVEY FEET
NOT PLATTED
MATCH LINE - SEE SHEETS 4 OF 10
g.
p
al =IT.OV
�0901453
R=15.00'
4=089'45'O7"
CNB=N45V7'27'N
LTIR=54432'33'W
CiD=155'0
CHD=21.1Y
L=17.JY �ND014'53'W 5.00
L=215U
SOOW'00'N 9.0Y
5694507'W 228.55'
--
SBB'45'07'W JI8.00'
\
PHASE 2A & 213 UTILITY EASEMENT PROPERTY
OUTSIDE THE LIMITS OF PLAT
PER THE D.R.C.E.C.S.A.
45014'S3'
C S=S45072 '7'E
OM--;2130'
SOOVO'00 W B.B4
L=37.04
R=I509'
�090'74'S1'
CiB=545VY26'E
CNO=21.26'
L=2163'
225 E. Robinson Street
Suite 300
Orlando, FL 32801
®�®
407.86
hb
Certificatcatee oof f Authorization
Number FL #7153
LEGEND & ABBREVIATIONS
CHB
= CURVE CHORD BEARING
P.T.
= POINT OF TANGENCY
CHO
= CURVE CHORD DISTANCE
R
= CURVE RADIUS
L
=CURVE LENGTH
RNG.
=RANGE
O.R.B.
= OFFICIAL RECORDS BOOK
TWP.
-TOWNSHIP
PX
= POINT OF CURVATURE
A
= CURVE DELTA ANGLE
PG.
= PAGE
A
= SET S/8" IRON ROD AND CAP "PRM LB 7153'
P1
= POINT OF INTERSECTION
®
= 5ET MAG NAIL AND DISC'PCP L87153"
D.RCECS.A=
DECLARATION OF RESTRICTIVE COVENANT, EASEMENTS AND COST SHARING AGREEMENT
(DOCUMENT B 20160343159, PUBLIC
RECORDS, ORANGE COUNTY, FLORIDA
SET NAIL AND DISC
'TRAY 19 7153'
ELEVATION=101.51'
569'45'07'W 216.77'
N59'45'07'E 235,69'
S1559'54'E 20
a
Q
z �a<
d 3aa
>z ohm
z R a
0 mo
V
Uj g
LU
O
v
O
.017*01.29'
CNB=NF30*45'W
Cm=14B.02'
L-148.5Y
'NOTICE': TIES RAT, AS RECORDED IN [IS GRAPHIC FORM, IS THE OFFICIAL
DEPICTION OF THE SUBDIVIDED UOEDS INS HOW AND WILLw NO CIR-
CUWSTANCFS BE SIRPI.ANTED IN AUTHORITY BY ANY OTHER GOPHIC OR DRITAL
FORM OF THE PUT. THERE MAY BE A1Mg ZONAL RESTWTIONS THAT ARE NOT
RECORDED ON THIS PLAT THAT MAY BE FOUND Di THE KOM RECORDS OF TIS
COUNT
Y.