HomeMy WebLinkAbout2001 04 09 Regular Item G Parkstone Unit 3
COMMISSION AGENDA
ITEM G
Consent
Information
Public Hearine
Reeular XX
41ti C) I
Mar (5 2001
Meeting
MGR. pv\
/Dept. !
REQUEST: Community Development Department, Land Development Division, requests that
the Commission approve the recordation of the plat and supplemental covenants
for Parkstone Unit 3.
PURPOSE: The purpose of this agenda item is to record the plat and supplemental covenants
for Parkstone Unit 3 (property located north of SR 434, west of City Hall, east of
the school bus barn and south of Lake Jesup. This unit will contain 87 lots.
APPLICABLE CODE:
Code Section 9-75. Final Plat, contents and recording procedures.
(a) The final plat shall conform substantially to the approved preliminary plan,
and shall be submitted to the city planner as follows:
(1) The final plat shall include one (1) linen original. If more than one (1) sheet
is required, a suitable index map showing the entire development with index for
the various sheets shall be shown on the first sheet.
(2) The final plat shall show streets, lots, blocks and easements indicating the
centerline, width and sidelines of all easements.
(3) Surveys and surveying data on the final plat shall be in accordance with
acceptable professional practices and principles for land surveying and preparation
of plats. Special consideration shall be given to the relationship of the proposed plat
to existing abutting plats to prevent unintended overlap or omission of lands.
(4) Mortgage holders shall execute before two (2) witnesses and a notary public
the following certification on plats: "The mortgagee(s) consents and agrees to
the platting of lands embraced in this plat and to the dedication(s) shown herein;
and further, should it become necessary to foreclose the mortgage covering the
property, that all pieces and parcels dedicated to the public will be excluded from
March 26, 200 I
REGULAR AGENDA ITEM G
Page 2
the suit and the dedication shall remain in full force and effect."
(5) A dedication to the public by the owners of all roads, streets, alleys, easements
and other rights-of-way, however designated, shown on the plan for the perpetual
use of all public purposes.
(b) Three (3) copies of all protective or restrictive covenants to be recorded shall
be submitted with the final plat.
(c) A letter from an acceptable abstractor shall certify the following:
(1) That the parties executing the plats are owners of the land included therein.
(2) All recorded mortgages, liens and other encumbrances.
(3) That taxes and assessments have been paid to date.
(4) That the description shown on the plat is correct.
(d) An appropriate bond submitted in accordance with the bonding procedures
set forth in section 9-76 shall be required for all developments within which
improvements are to be dedicated to the public.
Code Section 9-76. Bonding procedures.
(a) Surety-performance bond. When requesting to record a plat for property with
streets to be dedicated to the public in which all improvements have not been
installed or have been only partially installed, the developer shall provide a
corporate or surety completing bond including a payment of vendors' clause
executed by a company authorized to do business in the state and acceptable to the
city, payable to the city in the penal sum of the amount of the engineer's estimate
or alternative bid estimates for the uncompleted portions of the work to be done to
provide streets, drainage facilities, street signs, water and sewer facilities,
sidewalks and other improvements as shown on the final development plan. As an
alternative to the provision of a corporate or surety bond, the subdivider may
provide the deposit of equivalent cash in an escrow account with the city, or a
letter of credit drawn on an approved institution, drawn in a form approved by the
city attorney.
Section 9.77. Approval of final plat.
The city commission may approve the final plat, considering any applicable agency
reports, if the plan is in substantial conformity with the approved preliminary plans
March 26, 2001
REGULAR AGENDA ITEM G
Page 3
and it complies with regulations established by this chapter. Action by the city
commission may be taken expeditiously, but not to exceed thirty (30) days after
receipt of the final plat and supporting data by the city unless delay is requested or
caused by the applicant. If the commission certifies that the development has met
all requirements hereof, the plat shall be endorsed as finally approved by the mayor
and attested by the city clerk in order that the same may be recorded among the
public records of the county.
Code Section 9-78. Recording/distribution of the final plat.
Upon completion of all approval action, the city planner shall be responsible for
ensuring that the original linen is signed and sealed, and the plan and deed
restrictions, if any, are delivered to the appropriate authority for recording. The
developer shall submit to the city the recording fee as specified in the current fee
schedule.
FINDINGS: 1) final engineering was approved by the Commission on November 23, 1998 and
July 12, 1999.
2) The City Engineering Inspector has determined that the costs remaining to
complete Parkstone Unit 3 is $771,474.08.
3) The developer will furnish a performance bond in the amount of$771,474.08.
4) Approval of the recordation of the plat and supplemental covenants will allow
building permits to be issued. Certificates of Occupancy will not be issued until
such time that the Commission approves the acceptance of improvements for City
maintenance.
RECOMMENDATION:
The recommendation is that the City Commission approve the recordation of the
plat and supplemental covenants for Parkstone Unit 3.
A TT ACHMENTS:
A - Land Development Coordinator Memo to City Attorney dated
March 15,2001 with attachments
March 26, 200 I
REGULAR AGENDA ITEM G
Page 4
COMMISSION ACTION:
NOTE:
Please return the plats to the Land Development Coordinator after the
meeting. These are used for addressing requirements.
ATTACHMENT A
March 15,2001
To:
Anthony Garganese, City Attorney .a
Don LeBlanc, Land Development coordinator~
Parkstone Unit 3
Recordation of Plat and Covenants
From:
Re:
CENTEX has requested that Parkstone Unit 3 Plat and Covenants be recorded. Attached for
your legal review are the following:
1) Supplemental Covenants - all appears to be proper.
2) Title Opinion - all appears to be proper except for addressing this to the Seminole
County Board of Commissioners. This will be changed to address the City of Winter
Springs.
3) Performance Bond
a) the project is identified as Parkstone Phase III rather than Parkstone Unit 3 -
a rider correcting this has been applied for.
b) I contacted the consumer hot line and talked to Harold on 3-15-01 - he stated
that SAFECO has been licensed in the State of Florida since May 1954 and the
company meets all statutory requirements.
c) see attached correspondence from Zynka Perez approving the performance
bond amount of$771,474.08.
4) Plat - all appears to be proper.
This request will be an agenda item for the Commission Meeting of March 26, 2001.
This instrument prepared by
and record and return to:
Edward G. Milgrim, Esq.
Regional General Counsel
Centex Homes
385 Douglas Ave., Suite 1000
Altamonte Springs, Florida 32714
!
SECOND SUPPLEMENTAL
DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENTS FOR
PARKSTONE UNIT 3
SEMINOLE COUNTY, FLORIDA
THIS SECOND SUPPLEMENTAL DECLARATION ("Second Supplemental Declaration")
is made on the date hereinafter set forth by Centex Homes, a Nevada general partnership,
hereinafter referred to as the "Declarant".
WITNESSETH
WHEREAS, Declarant has heretofore subdivided certain real property (herein referred to
as the "Unit 1 Property") into the residential subdivision known as Parkstone Unit 1, according
to the plat thereof recorded in Plat Book 56, Pages 17 through 21 of the Public Records of
Seminole County, Florida, a portion of which was replatted by Parkstone Unit 1 Replat, according
to the plat thereof recorded in Plat Book 58, Pages 15 and 16 of the Public Records of Seminole
County, Florida (herein collectively referred to as the "Unit 1 Plat"); and .
WHEREAS, Declarant has heretofore subdivided certain real property (herein referred to
as the "Unit2 Property") into the residential subdivision known as Parkstone Unit 2, according to
the plat thereof recorded in Plat Book 58, Pages 24 and 25 of the Public Records of Seminole
County, Florida (herein referred to as the "Unit 2 Plat"); and
WHEREAS, Declarant has heretofore adopted, executed and recorded that .certain
Declaration of Covenants, Conditions and Restrictions for Parkstone recorded August 19, 1999, .
in Official Records Book 3709, Pages 330, et seq, of the Public Records of Seminole County,
Florida (herein referred to as the "Original Declaration"), subjecting the Unit 1 Property, and
other real property contained within the Unit 1 Plat, to the covenants, conditions, restrictions and
easements contained in the Original Declaration; and
WHEREAS, the Unit 2 Property lies within the area identified in the Original Declaration as
"Undeveloped Parcel" and, by virtue of the Supplemental Declaration of Covenants, Restrictions
L:\Orlando\Transaetions\parkstone\Parkstone 2nd Supplemental Dee Unit 3-r1.wpd
1
and Easements for Parkstone, Unit 2, Seminole County, Florida, recorded in Official Records Book
3905, Page 1830, et seq, of the Public Records of Seminole County, Florida ("First Supplemental
Declaration"), Declarant incorporated the Unit 2 Property into the Association (hereinafter defined),
and subjected such Unit 2 Property to the covenants, conditions, restrictions and easements
contained in the Original Declaration; and
WHEREAS, Declarant has established a not-for-profit corporation known as the Parkstone
Community Association, Inc. (herein referred to as the "Association"), to own, operate and
maintain the Common Areas described in the Original Declaration, and as may be'increased by
addition of other Common Areas pursuant to. the First Supplemental Declaration, this Second
Supplemental Declaration and any further Supplemental Declarations or the use and benefit of the
Owners of Lots within the Property as described in the Original Declaration, and as may be
increased by addition of other Lots and/or Common Areas to the Property pursuant to the First
Supplemental Declaration and this Supplemental Declaration; and
WHEREAS, pursuant to Article 2, Section 2.2, Subsection 2.2.1 of the Original Declaration,
Declarant reserved the right to amend the Original Declaration, without the consent or joinder of
the Owners or the Association, to add to the Property encumbered by the Original Declaration and
subjected to the Association described therein, lands within the area identified in the Original
Declaration as the "Undeveloped Parcel"; and
WHEREAS, DE~c1arant has subdivided certain real property into the residential subdivision.
known as Parkstone Unit 3, according to the plat thereof recorded in Plat Book , Pag.es
_ through , inclusive, of the Public Records of Seminole County, Florida (herein referred
to as the "Unit 3 Plat"), which property is more particularly described on Exhibit "A" attached hereto
and incorporated herein by reference (herein referred to as the "Unit 3 Property"); and
WHEREAS, the Unit 3 Property is within the area identified in the Original Declaration as
the "Undeveloped Parcel", and Declarant desires to incorporate the Unit 3 Property into the
Association and to subject such Unit 3 Property to the covenants, conditions, restrictions and
easements contained in the Original Declaration; and
WHEREAS, on the date this Second Supplemental Declaration is executed and recorded,
Declarant is the owner of Lots within the Property and retains the authority to act as the Declarant;
NOW THEREFORE, Declarant declares that the Unit 3 Property is hereby annexed into
the Property encumbered by the Original Declaration, and that such Unit 3 Property shall be held,
sold and conveyed subject to the restrictions, covenants, conditions, easements and assessments
established in the Original Declaration, as heretofore or hereafter amended, which shall henceforth
be covenants running with the land, and shall be binding on all Owners of the Unit 3 Property or .
any portion thereof and on the Association, and are imposed on and intended to benefit and
burden each Lot and other portions of the Property in order to maintain within the Property a
planned community of high standards. Such covenants shall be binding on all parties having any
right, title or interest therein or any part thereof, their respective heirs, personal representatives,
successors and assigns, and shall inure to the benefit of each owner thereof.
1. Incorporation of Recitals. The foregoing recitals are true and correct and are
incorporated herein by this reference for all purposes.
L:\Orlando\Transaelions\parkstone\Parkstone 2nd Supplemental Oee Unit 3-r1.wpd
2
2. Incorporation of Definitions. All capitalized terms used in, this Supplemental
Declaration defined in the Original Declaration shall have the meanings and definitions given them
in the Original Declaration.
3. Description of Common Area. The Common Area or Common Property within the Unit
3 Plat hereby added to the Common Property to be owned, operated and maintained by the
Association includes Tracts A, B, C, D and H, as depicted on the Unit 3 Plat. Tract H of Unit 3 is
also included in the definition of the Private Street serving the Parkstone development.
4. DrainaQe Easement. The provisions of Article 9, Section 9.5 of the Original Declaration
concerning the Drainage Easements shall apply to the areas identified on the Unit 3 Plat as
"Stormwater Management Area (Drainage Easement)" or "DE".
5. Utilitv Easement. The provisions of Article 9, Section 9.1 of the Original Declaration
concerning the Utility Easements shall apply to the areas identified on the Unit 3 Plat as" Utility
Easement" or "UE".
6. Community Wall, Fence. Signage and Landscape Easement. The provisions of
Article 9, Section 9.7 of the Original Declaration concerning the Community Wall, Fence, Signage
and Landscape Easement, shall apply to the areas identified on the Unit 3 Plat as "Landscape
Easement" or "LE" or "WLE".
IN WITNESS WHEREOF, the Declarant has caused this instrument to be executed on its
behalf as of this I';L day of h-UJ C t, , 2001.
DECLARANT
CENTEX HOMES, a Nevada general partnership
~~,~
By: Centex Real Estate Corporation,
a Nevada corporation, its managing
general partner
385 Douglas Avenue, Suite 2000
Altamonte Springs, Florida 32714
By:
~tJ'l \_}~r
Patrick J. Knight, ."ision President
ASSOCIATION
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PARKSTONE COMMUNITY ASSOCIATION,
INC., a Florida corporation not-for-profit
c/o Centex Homes
385 Douglas Avenue, Suite 2000
Altamont prings, Florida 32714
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Name:
Title:
L:\Orlando\Transaetions\parkstone\Parkstone 2nd Supplemental Dee Unit 3-r1.wpd
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STATE OF FLORIDA ~
COUNTY OF SEMINOLE ~
The foregoing instrument was acknowledged before me this /:2. day of j1-t. .+."LCH
2001, by PATRICK J. KNIGHT, Division President of Centex Real Estate Corporation, a Nevada
corporation, managing general partner of Centex Homes, a Nevada general partnership, who is
personally known to me or who produced a valid Florida driver's license as identification, and did
not take an oath, on behalf of such corpo~~ .
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L:\Orlando\Transaetions\parkstone\Parkstone 2nd Supplemental Dee Unit 3-r1.wpd
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EXHIBIT "A"
UNIT 3 PROPERTY
The following tracts of real property are residential building site Lots or Common Area
Tracts within the residential subdivision known as Parkstone Unit 3, according to the map or plat
thereof recorded in Plat Book , Pages through , inclusive, of the
Public Records of Seminole County, Florida, tq-wit:
Lots 214 through 300; and
Tracts A,B,C,D and H
L:\Orlando\Transaetions\parkstone\Parkstone 2nd Supplemental Dee Unit 3-r1.wpd
5
METROPOLITAN -
Title and Guaranty Co.
A SUBSIDIARY OF CENTEX CORP.
CERTIFICATE OF TITLE FOR PLATTING PURPOSES
TO: Seminole County Board or County Co~~issioners
0"0
RE: Proposed Plat of PARKSTONE UNIT 3
Pursuant to Florida Statute 177.041, this company has searched
the Public Records of Seminole County, Florida, through March 2,
2001 at 5:00 PM, and find the following to be the condition of
title for the herein described property as of said date:
LEGAL DESCRIPTION
See attached EXHIBIT "A" for description of proposed plat.
TITLE VESTED IN
CENTEX HOMES, a Nevada general partnership,
ENCUMBRANCES
None
OTHER MATTERS AFFECTING TITLE
1. Matters set forth on the plat of D.R. MITCHELL.S SURVEY OF
THE LEVY GRANT ON LAKE JESSUP, as recorded in Plat Book I,
Page 5.
2. Matters set forth on the plat of CFASE AND COMPANY.S
SUBDIVISION OF WAGNER, as recorded in Plat Book 6, page 64.
3. Ordinance No. 274, recorded in Official records Book 1456,
page 1914.
4. State of Florida Department of Transportation Right of Way
Resolution as recorded in Official records Book 2257, page
474.
5. Non-Exclusive Community Wall, Fence, Signage and Landscape
Easements recorded in Official Records Book 3582, page 1998.
6. Ordinance No. 299, recorded in Official Records Book 1574,
page 730.
385 Douglas Avenue, Suite 2050 · Altamonte Springs, FL 32714
Office (407) 661-2130 . Fax (407) 661-4083
Page Two
Plat Cert.
Parkstone Unit 2
7. Non-Exclusive Easement and Agreement for Drainage and
Utilities recorded in Official Records Book 3582, page 2008.
8. Resolution No. 92-R-86, recorded in Official Records Book
2430, page 365.
9. Resolution No. 92-R-200, recorded in Official Reco~ds Book
2464, page 687.
NOTE: All references are to the Public Records of Seminole
County, Florida.
TAXES
The property described in Exhibit I'A" , is referenced by the
following Tax ID numbers:
26-20-30-501-0000-00D1
26-20-30-5AR-ODOO-0090
The ad valorem taxes for the above referenced parcel are paid
through 2000.
This certificate is made for the purpose of furnishing the
information required for the filing of the herein referenced
Subdivision Plat in accordance with the provisions of Chapter
177.041 of the Florida Statutes. It has been prepared expressly
for the appropriate governing body as defined by Chapter 177.071
of the Florida Statutes and it is not to be relied upon by any
other group or person for any other purpose.
METROPOLITAN TITLE & GUARANTY CO.
M. Arruda, CLS
Examination Manager
03/13/2001 10:08 FAX
I4l 002
DESCRIP nON:
That part of Lots 4, 5, 6 and 7, Block C, and that part of Lots 4, 5, 6 and 7,
e'dck 0 of D. R. MITCHELL'S SURVEY OF -THE LEVY GRANT ON LAKE
JESSUP, according to the plat thereof. as recorded in Plat Book 1, Page 5, of the
Public Records of Seminole County, Florida, described as follows:
BEGIN at the Southeast corner of said Lot 4, Block C; thence run the following
15 courses and distances: S 84'14'04" W along the South line of said Lot 4
252.31 feet; S 06'41 '22" E along the East line of the West 1/2 of said Lot 4,
Block 0, and the Northerly prolongation thereof. 181.99 feet; S 83"53'03" YI,
171.81 feet; N 06'06'57" YI, 19.70. feet; 5 83.53'03" ~ HO.OO feet;
S 06"06'57" E, 150.00 feet; N 83"53'03" E, 110.00 feet; 5 06'06'57" E, 155.00
feet; S 83"53'03" ~ 460.00 feet; N 47"03'28" YI, 238.44 feet; S 82"36'47" W,
128.01 feet; S 42"37'37" ~ 240.24 feet; 5 58.30'47" ~ 201.87 feet;
S 69'50'06" ~ 51.29 feet; S 83'53'03" ~ 133.35 feet to the Easterly line of
PARKSTONE UNIT 1, according to the plot thereof. os recorded in Plat Book 56
Pages 17 through 21 of said Public Records; thence run the followfng 15 courses
. and distances along said Easterly line: N 06'06'57" W, 196.13 feet to the point of
curvature of a curve concave Southeasterly having a radius of 25.00 feet; thence
run Easterly along the arc of said curve through a central angle of 12910'19" for
a distance of 56.36 feet to a point of non-tangency; N 33'28'21" E, 50.30 feet;
N 18'58'22" E" 105.35 feet; 5 7016'22" E, 48.53 feet; N 88/5'13" E, 40.12
feet; N 5318'51" E, 46.62 feet; N 42"37'37" E, 137.03 feet; N 36~56'11" ~
28.47 feet; N 3311'48" E, 120.14 feet; N 61'40'34" ~ 312.33 feet;
N 11'24'34" ~ 158.44 feet; N 15"29'21" ~ 145.28 feet; N 54'42'51" ~
76.33 feet; NODI 1'02" YI, 217.89 feet to a point on the water's edge of Lake
Jessup; said poin t also being Reference. Pain t "A "; thence leaving said Easterly
boundary of PARKS TONE UNIT 1, run Easterl;, along said water's edge 1683
feet more or less to a point on said water s edge lying S 8712'45" E a distance
of 1651.28 feet from said Reference Point "A"; said point also being on the East
line of the aforementioned Lot 4, Block C; thence run 5 06'38'26" E along sold
Easterly line for a distance of 500.34 feet to the POINT OF BEGINNING.
Containing 33.185 acres more or less.
'.
SUBDIVISION BOND
Bond No. 6102844
KNOW ALL MEN BY THESE PRESENTS, that we CENTEX HOMES, A Nevada General Partnership
,as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
authorized to do business in the State of Florida
, as Surety, are held and firmly bound unto City of
Winter Springs, FL
as Obligee, in the penal sum of Seven Hundred Seventy One Thousand Four Hundred Seventy Four and 08/100 - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - ($ 771,474.08
) DOLLARS, lawful money of
the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, CENTEX HOMES, A Nevada General Partnership
has agreed to construct in Parkstone Phase III
the following improvements: sewer, water, storm & paving
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall
construct, or have constructed, the improvements herein described and shall save the Obligee harmless from any loss, cost or
damage by reason of its failure to complete said work, then this obligation shall be null and void; otherwise J((~~main in'~1l force
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and effect. .. . /.... I'" "
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: 11
2001 .'~,
" .,"? ' I I
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Signed, sealed and dated this
13th
day of
March
! I I
By:
.'" \
" I I \ I \ . .
11n~r.$hjp ".;,1'.'
Principal
Attorney-in-Fact
S-3689/GEEF 2/98 (\
Countersigned by: \~js. ~ C\ ~~l-J.:'\l~O Q~
~ S A FEe Ow
POWER
OF ATTORNEY
SAFECO INSURANCE COI.1PANY OF AMERICA
GENERAL INSURANCE COI.1PANY OF AMERICA
HOI.1E OFFICE: SAFE CO PLAZA
SEATTLE, WASHINGTON 98185
No. 7386
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
............LAWRENCE W. WALDIE; CARMEN MIMS; BRIAN tv!. LEBOW; DEBORAH GRIFFITH; ALLYS ON DEAN; DOROTHY VALEK; Dallas, Texas.............
its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other ,documents of a similar character
issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this 23rd
day of February
, 2000
~dA?~
to {hM~
R.A. PIERSON, SECRETARY
W. RANDALL STODDARD, PRESIDENT
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any
instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not
be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERiCA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the
foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and
correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
this
(~ ,-Ii--
day of
N(u~
2--Q 0 I
~d..k?~
RA. PIERSON, SECRETARY
S-0974/SAEF 7/98
<Ill Registered trademark of SAFECO Corporation.
2/23/00 PDF
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
March 12, 2001
TO: Donald LeBlanc
Land Development Coordinator
FROM: Zynka P. Perez
Engineering Inspect
SUBJECT: Parkstone PUD Phase m Performance Bond
I am in receipt of the engineer's opinion of the costs for the unfinished
construction at Parkstone PUD Phase III. His letter is dated March 7,2001.
His estimate of cost for the unfinished construction is $771,474.08. I recommend
this amount be used for the performance bond.
If you have any questions, please let me know.
cc: Public Works/Utility Director
City Engineer / Storm water Utility Manager
~
\~\
DONALD W. MciNTOSH
ASSOCIATES, INC.
CIVIL ENGINEERS
LAND PLANNERS
SURVEYORS
v
2200 Park Avenue North
Winter Park
Florida 32789-2355
Fax 407-644-8318
407-644-4068
http://www.dwma.com
March 7, 2001
Via facsimile (407)327-6695 & mail
Zynka P. Perez
City of Winter Springs/Engineering
1126 E. SR 434
Winter Springs, FL 32708
Re: Parkstone Phase 1Il PUD
Performance Bond Amount
Dear Zynka:
This letter is to identify the performance bond amount required for the completion of
Parkstone Phase 1Il and are as itemized below:
Earthwork $ 0.00
Sewer 104,903.31
Water 127,727.25
Storm 336,219.77
Paving 202,623.75
Total $ 771,474.08
These costs are based on the final construction contract between Centex Homes and
Wal-Rose, Inc. and subsequent invoices for payment from Wal-Rose, Inc., as inspected and
accepted by Centex Homes through the period dated March 2, 2001. See the attached data
submitted herewith as back-up.
Very truly yours,
j' . ,
DONALD W. McINTOSH A8So.CIA.TES, INC.
. (y~uf~i1)
David M. Kelly, PE, .','.
Project Manager "
Florida Registration No. 43325 ·
DMKfcr
c:
Ed Kassik
Jill Schlageter, via facsimile 661-4089
Donald W. McIntosh, Jr.
Jimmy Wallace, PSM
F:\l'roj9-\96I 79\ENGadmin\C\EC 130.doc
PARKS TONE
UNIT'
SHEET 1
3
OF
3
A REPLAT OF A PORTION OF BLOCKS C AND D, D.R. MITCHELL'S SURVEY
OF THE ,LEVY GRANT ON LAKE JESSUP, PLAT BOOK 1, PAGE 5
LOCATED IN SECTIONS 35 AND 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST
CITY OF WINTER SPRINGS, SEMINOLE COUNTY, .FLORIDA.
NOllCE: 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 additional restrictions that are not
recorded on thls plat that may be found In the public
records of this county.
DESCRIP110N:
That part of Lots 4, 5, 6 and 7, Block C, and that part of Lots 4, 5, 6 and 7,
Block D of D. R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAkE
JESSUP, according to the plat thereof, as recorded In Plat Book 1, Page 5, of the
Public Records of Semln~/e County, Florida, described as follows:
!
BEGIN at the Southeast comer of said Lot 4, Block C; thence run the following
15 courses and distances: S 84., 4 '04 - W along the South line of said Lot 4
252.31 feet; S 06.41'22-, E along the East line of the West 1/2 of said Lot 4,
Block D, and the Northerly prolongatIon thereof, 181.99 feet; S 83.53'03- ~
171.81 feet; N 06TJ6'57- ~ 19.70 feet; S 83.53'03- ~ 110.00 feet;
S 06TJ6'57- E, 150.00 feet; N 8J.53'03- E, 110.00 feet; S 06TJ6'57- E, 155.00
feet; S 83.53'03- ~ 460.00 feet; N 47TJ3'28- ~ 238.44 feet; S 82.36'47- ~
128.01 feet; S 42.37'37- ~ 240.24 feet; S 58.30'47- ~ 201.87 feet;
S 69.50'06- ~ 51.29 feet; S 83.53'03- ~ 133.35 feet to the Easterly ITne of
PARKS TONE UNIT 1, according to the plat thereof, as recorded in Plat Book 56
Pages 17 through 21 of saId PublTc Records; thence run the followIng 15 courses
and dIstances along saId Easterly line: N 06TJ6'57- ~ 196.13 feet to the point of
curvature of a curve concave Southeasterly having a radIus of 25.00 feet; thence
run Easterly along the arc of said curve through a central angle of 12910'19- for
a dIstance of 56.36 feet to a point .of non-~angency; N 3378'21- E, 50.30 feet;
N 18.58'22- E, 105.35 feet; S 7016'22- E, 48.53 feet; N 8815'13- E, 40.12
feet; N 5318'51- E, 46.62 feet; N 42-37'37- E, 137.03 feet; N 36.56'1,- ~
28.47 feet; N 3311'48- E, 120.14 feet;. N 6r40'34- ~ 312.3J feet;
N 1174'34- ~ 158.44 feet; N 1579'21- ~ 14-5.28 feet; N 54.42'51- ~
76.33 feet; N 0011'02- ~ 217.89 feet to a point on the water's edge of Lake
Jessup; said point also being Reference PoInt -A-; thence leaving saId Easterly
boundary of PARKSTONE UNIT 1, run Easterly along saId water's edfl.e 1683
feet more or less to a poInt on said water s edge lying S 8712'45 E a distance
of 1651.28 feet from saId Reference PoInt -A-; saId poInt also being on the East
ITne of the aforementioned Lot 4, Block C; thence run S 06.J8'26- E along saId
Easterly line for a dIstance of 500.34 feet to the POINT OF BEGINNING.
. .
ContaInIng 33.185 acres more or less.
..
LEGEND
(R) a RADIAL
C53 - CURVE NUMBER (SEE TABLE)
L14 - LINE NUMBER (SEE TABLE)
A ... CENTRAL ANGLE
R ... RADIUS
L - ARC LENGTH
CB - CHORD BEARING
<t - CENTERLINE
R/W - RIGHT-OF-WAY
NT - NON-TANGENT
(R) ... RADIAL
PT - POINT OF TANGENCY
PC = POINT OF CURVATURE
PCC - POINT OF COMPOUND CURVATURE
PRC - POINT OF REVERSE CURVATURE
ORB- OFFICIAL RECORD BOOK :
PB - PLAT BOOK
PG - PAGE
DE ... DRAINAGE EASEMENT
UE - UTILITY EASEMENT
SLE = SIGN, AND LANDSCAPE EASEMENT
o c!c U E - DRAINAGE AND UTILITY EASEMENT
LE - LANDSCAPE EASEMENT
IR ... IRON ROD
IP - IRON PIPE
CM - CONCRETE MONUMENT
LB - LICENSED BUSINESS
PLS - PROFESSIONAL LAND SURVEYOR
CCR - CERTIFIED CORNER RECORD
SEC 35-20-30 - SECTION 35, TOWNSHIP 20 SOUTH,
RANGE 30 EAST
~ - DENOlES PERMANENT REFERENCE MONUMENT
" (SET 4"X4. CONCRETE MONUMENT 1LB68
UNLESS OTHERWISE NOTED)
PER CHAPTER 177, FLORIDA S.TATUTES.
-.-- ... DENOTES PERMANENT CONTROl POINT
(SET BO PENNY NAIL AND DISK #lBB8)
PER CHAPTER 177, FLORIDA STATUTES.
File Name: F: \ProJ9- \96151\Sdwg\UNIT2SHEET1.DWG
SURVEYOR'S NOTES:
- Bearings based on tlhe South line of Lot 4 Block C, D.R. MITCHELL'S SURVEY
OF mE LEVY GRANT OIN LAKE JESSUP, as recorded in Plat Book " Page 5, of the
Public Records of Semiino/e County, Florida, as being S 8414'04" W (an
assumed meridian).
- All lines intersecting curves are non-radial unless otherwise noted as Radial (R).
- Building Setbacks fo" Lots:
Front 20 feet
Rear 20 feet
Side 5 feet
Side Street 15 feet
- Utility easements ore, hereby established as follows (unless noted):
5' along all side lot Iflnes.
10' along all front omd side lot lines abutting streets and all tract lines abutting
streets. l
- Tracts A and B are Open Spaces owned and maintained by the Parkstone
Community Association" Inc. with a drainage easement dedicated to the City
of Winter Springs.
- Tracts C and D ore Stormwater Management Areas owned and maintained
by the Parkstone Comrmunlty Association, Inc. with a drainage easement dedicated
to the City of Winter Springs.
- Tract H is a Comman Area to be owned and maintained by the Parkstone
Community Association" Inc. with a Drainage and Utility easement dedicated to the
City of Winter Springs.
- The Sign and landsc1ape easements shown hereon are dedicated to and maintained by the
Parkstone Community Association, Inc.
- The 2.8 foot contoulr line shown hereon is based on Seminole County Datum.
- The conservation easement North of Lots 2.30 through 249 and Tracts Band C,
including thl" Uplartd Bwffer is dedicated to the Sf. Johns River Water Management District.
N" clearing, dredging o)r filling Is permitted without prior approval by the District.
- Subject ta easementt and agreement for drainage and utilities recorded
in ORB .3582, PAGE 20108. ~.
- Zoning Is PUD.
LAKE JESSUP
aJ"O
g~
~~
?Oi
o r'1 S.R. 434
aJ~
gz
12~
~~
00
E
~
LOCA TION MAP/KEY MAP
(NOT TO SCALE)
PRELIMINARY
I1II
DONALD W. MciNTOSH ASSOCIATES. INC.
ENGINEERS PLANNERS SURVEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068
PLAT BOOK PAGE
PA~~SlP~-f Tl{rgl~ 3
KNOW ALL MEN BY THESE PRESEN rs, 1 hat the oorporatlon
named below, being an owner In fee .lrnple of the land.
described in the foregoing caption to thl. pial, hereby
dedicates said lands and plot for the usee and purpose.
therein expressed and dedlcales the Dralnag. and Utility .a..m.nt.
to the perpetual use of the public.
IIN WITNESS WHEREOF, has caused the.e pre.enl. lo be
, signed by the officer named below on ~1t6A,rl '~}.o&) I
CENTEX HOMES 0 Nevada general partnerlhlp
385 Douglas Avenue, Suite 2000 . 'I
Altamonte Springs, FL 32714 . :., .~~ nt t, .' ...
, ..~" ~j'
By: CENTEX REAL ESTATE CORPORATION, . ,,>':..I!~ '. . 4 ~ '
I a Nevada Corporation, Managing O.".ral Parln.r i ~" ') ~\,
I BY ~1-\~~ \ ~,\ I, I ,'/
Print Name: atrlck J .:.'II~~'~,,'; .~~.c", ."
Title: Ivlslon ,.....,..~' ,l~ I, I..~..:...,
1111
Signed,
In our presence:
~"r1\,Yl '
The foregoing Instrumenl wall acknowledged before me
thls..1.1...day of.b1d~.tI..2001, by Patrick J. Knl\Jht. lJlvl.lon Pr..ldent
of CENTEX REAL EST ATE CORPORA liON, a Nevada oorporatlon,
managing general partner of CENIEX HOMES, a Nevada
general partnership on behalf of said corporation.
tHe is personally known t me. ~L.~
~"\\,,,,II ""I, ~.
I ~'~\. SCHI.AGt::~II~ -.'--
W$" ~I~~~;;/~~...M P,llIle~am.: l' f- Jf.~
;If "" ~':' 22 4. ". ~ ~-
i It ~~\. ."% \:} \ Notary Publlc-Slale of Florida at Lorge
,~; ! ... * :: Commission No.
~ '.~\ ICC640749 I I My Commission Ex Irel
,,;~~ Un ..."a;
~ ........ (fC"'......
l- Ir: iU~~~1Ify that this plot Is a tr ue and oorrect
representation of the lands .urveyed, that the lurvey wa.
made under my responsIble dlreotlon and lupervlllon, and
that the survey data contained hereIn oompllel with all of
the requirements of Chapter 177 of the Florida Slalute..
I further certify that I have complied with the requirement.
of Chapter 177.091 (7) regarding "permanent referenoe
monuments", and that the land II located within
Seminole County, Florida.
DONALD W. MciNTOSH ASSOCIATES INC. '{I'\"( ~ : I;~'rfr
2200 PARK AVE. N. '~ I :,"1'1l ')1,.1 "
WINTER PARK, FL. 32789 ' ,,~,,"~\~i;~~,l "l~:
CERTIFlCA TE OF AUTHORIZA liON NLB68 II ~ (" ~J~I: I r., ~ /)
~~_ :ll~",.II~("'I\I/
. MAftCH fo# rli ,~ I'
Signature... ..... ............. Oated......,.,.....~.'..-.' "CV I"
PRINTEO N JIM '( WALLACE .\ ",-Hf~' .'.' ,.' ,I
~o(~4fJ'l" d' \'
Registration No.....~~.~R............... I,~ ,I f Ii, '.' ~
I ,
I
I
the ..........................................................................
.............................................approved the foregolnQ plat.
ATTEST:
MAYOR
............... .... .. .. . .. . .. ..... .. . . . .. .. ... . . ..... . .. .. .... . . . ... CITY C LER K
CERTIFICATE OF SURVEYOR REPRESF;~TINO elll.
I hereby certify that I have examined th. 'for.~pln~ plat
and find it to comply In form with Ul~.:r.q~~~~ni.nt. of
Chapter 177, FlorIda St~tutefJp ',ii...' ~ : I ~ '.
By:: e~~_,:, '
- r'
Printed Name: ~:- ROIlERT ~MML_.f1!Qf{~_~~PE"
Florida Certificate No. 1781 HA I( I~, J'I1tJ /
CERTIFICATE OF CLE~K OF CIRCUIT COURT
I HEREBY CERTIFY, That I hove examined the
foregoing plat al1d find that It cornpllr, In form
with all 1he requirement, of Chaptet 7, F orlda
Statutes, and was flied for record on .................
at.... ........... ............ .F11e No... I...... I...... 1.11 I.... I..... ......
..... ........... ....... I . .. .. .... ,.1. . .. . '" . . . . . . . . . . .. .. . . . .
CLERK OF THE COURT
in and for Seminole County. Florida
By............................................... D.C.
(;PPROXIMA TE: lOCA nON
APPROXIMA TE: LOCA nON 2.8 FOOT ELEVA TION LAKE JESSUP
EDGE Of WA TE:R (6/26/96) CONTOUR LINE
~ ~ ~~~TE:~~
J:-=1Ci, ~ ~ ~ ~ EDGE OF lWATE:R (6/26/96)
.i' l\l It) ...:it
-----__ \ -'L _ ~ _ _:t' ~ ~ ~:it ~ :it
- ~ - _ _f ,,~b ~ ~ ~ <l! "':
CONSERVATION EASEMENr--/i ~~i5J==:' ~=.t.i5;r- aM" --Lls6 - -- -1,15[- - .i_.:.L 1: i ~ ~ ~ c-..i .:it .:it ..Lo
) Y 10 [158-- T ..- -"
(ORB J707. PG 178J ~::i::i L101 ~ ~ -C 0 N S EIR V A T ION ~ TI5'; L16 161,~l- -\ ~,__ ~~ ~ ; S87"t2'45-E 1651.28' ~::~g~r1tiJ~~~JON ~ WAIERS EDGE
FOUND 4X4 CM 1L5SJS9 ------i1 ---':10< tII E A S ElM EN T ~ 6< --:~ ~ ~ - - - 4- - - -r- - - - CONTOUR LINE ~td
(PRM) .wTNE55 ~~~!~r:..-- ~ llOO ~ lSJ --~ _~E-!.-o _____J.J.Q..4;____L!~ ('" " l.,~- ~~' LI66 U67 ~ ~I '- l 168',3' - - -; - - - - - - - - - - - - - - _ L ".,.
_- _______ .:::-___ C-i..... v.... ""~..... l.f.6~ r ~ " - ~ ...L c-. .:Ii ..Lo..Lo - - '
_-- lS2 -.I .~, ~" -yo' ll68, I~ r~r--__ ~~""- -.1..- ICi ~, ~Tl
,- LS6 LS7, e> '!>' ~~. Ii> A '~~c. II/at '" L170-- -~ -.. -.. _\ .\' ;;\' ~ - - - - - ,~'-t ~
~.. 41 L5S <.' \,.: '- " ;~ in' ~<O ...4 I...." .........L169 L171 -- ~i .- ....l ,
~ ~ h ~ h h t ~ 2:13 ~ 'to' "..~'~~~.("'" 4 ~ ~ r . >,~ ~ ill "72-- cl;7.JL:i7 - ~ ./J'. ~ ~~~"~~~:NfM (NOI)
...." ~~ i= ~ i= ~ 232 ~ 0 1 <.','<'1:> PlI'''- ~. ~ ,~. ,0 N i~/R V A T 10N::i E A S EM E N T~4 -1.175-- L176 \ L1n _~ wor WAFER (48'% N)
r- .... 0 ... 0 2 s-. l:!l ~'!> . "'"" SJI J:t, .lh ;; ...., I 4.. r- \ Al10N_~ b:\
Q ~ .- 0 () 8 __ ,.:'),v ~ ') '::;t. n~ .ly .;.. . cv !O 1\ / ,9~,!~ ORB 3707, PG 1783 ; r- L '--CONSER V t oct< G
~ 4: 231 4: 4: +...... ,'9' 'O~/;\ ~y .~~.} . ~ ,I..i ~ I ,,/ "~,,~ .-\ ,~8 co ~ ~ ~ EASEMENT r- r- ~ _E LINE LoT 4, 8L
FOUND 4X:-CM 2JO ~< CJ'J,'\..E...< 234 ;' v,~1 ~~.ly~' ~~ } ;.:.f:) f ! l~ +1~~}.1. ~;'t1~--~ ___!!.4E----~!.4~ ---.f!.!-~.., ~___~~~_~ L.!~4_1!.;\ i ~Hll ~~llil<'-
1L5SJS9 (PRM) ~ N:?,J"5<., () C17 . ~ L61 3't c.(' ~ t..~.ly.ly !ll D I / ~'\''''..." ';. BUFFE_R__-~ +-------+--.::-1 ~" cO ----y.!~ L141 .--...-; ~
+"'". ' IJ' '<.:1,900 ~ ~ V' N83"03'5~-~~ L.i2, I~:ft.~.t.t rf ~ \,.193 t;~,~~ ,,': ---L87 ':8 L89 L90 --L91~~-:- -i.-I9.J-; [94+-C-~ -----~~ ~4Jf1 --1U'LE
>cS' ,,~_~ --; I r- 99.45 '\.... ~ S;::;:: ~ I J L132 ~ ~ ,- \,.86 0011 ~ . L9~liJ ,.. 95 L9tJ 1 LUB :::--1-
.'-tt~"'~~90"OO 00 W lJ2. 14 0 ~ ~ a ~\ 'fj)~ ~ $ & ~ ~ L,~,.\J.~~;:-~3J--t-'!),,:;f:J' ~ ~ ~ ~ ~ ~ . ~ . LU
"" en ("l ,u. ~~ 2J5 r- ~, , ~ ~ ~ 'L- . n ... ___fJ--,--_xfJ Z ~ .g. ~ ..: 246 ~ Q) 247 ~ co 248 c-.:g 2~9 l'J
FOUND 4X4 CM-/' %. t:3 229 19 "... \cat1~ ~ ' ") ~,\'J,'" ,. \..8Z -. C61\! <D ~.':1 245 ~ co. 8 ~ ;"I" 5 :t 5 T ~ h
TRACT E 1L5SJS9 (PRM) - ~ en '\ ~ ~"E '-...; <<' ,,,,'" ~ C"l 'I . ~ ~ 8 ... 8 ... . C"j TRACT .C.
5TORMWATER .. ~ . 590"OO'OO-W 154.80' ~en is. 1'119056 3~ 'L33\~ .,. ~ / -1(,,.../\"&'\ ~ ~ o. 2# f^' 4: C4J 4: ~ I::i
MANAGEMENT AR~~T\ Y' CD~. 12.75'/ ~:-1 ,~~ va 128.26 r;.\ ~ ,. ~ ,,--;.... ~/ \'\iU 80 ~~. 243 ~.':1-i ~ C37 C38 CJ9 C40 )~- Cll',..~ -- SroRMWA 1ER
(DRAINAGE EA5EM , ~ N t:3 228 ("I ~ 0 ~Co" t:3 ....' ~ , ~.~l / ,'),'O....~ .... ~ ?J"6 C33 C3 ROAD ~ -rc4'. MANAGEMENT
PARKS TONE UNIT 1 0).-. ~ Ut \,& '1.5, 'I.~. 2J6 ~ I ~L121 ~'~~~ /t' ~ .~.o. C... R - - - - - - _ CV 'JO AREA
(PB 56. PGS 17-21) TRACT .A- ~. 590'OO'OO"W 151.94' ~ 2 25' I ~ ~..{~ 9 22 L1J~ "t}1'J ~/1l .;)~ ~~ 242 ?J c~~ "'~~~..;;~o ~c. - ~. ,.--c4' (DRAINAGE EASEMENT)
OPEN SPACE '--200750 ~\~ :S~ ....'; 't .&' \}l_LJ.~.o J-l-~ ~, ( \. -z, ~11l'~ ~(~t.4~ f"J' C54 CSJ CS2 C", ~ r~
~\ '" ("l ~o 01\ LI17 \"'~1" \.l 11l ~ 241 v. · ~"-'.t - \,V"'"' "v
FOUND 4X4 CM' 590'OO'OO"W 152,33' ~'3. ,~ ~'J""'1 'Oi 01 "'" ~ r--___- ~ _-__ ~-13-rL"f4 ~ ~ -0 ~ 40 r;S C S1~ \'\ C55 liJ ~ .~ ~ 'l.. ...'0 ~~
( 0' 01 (l~ ~ ,'\' '-.I ."..!'70 L7I L -z, ~'"Y- ~~.. ,,~. ,. ,C' VI~' 7-. -- 10' ')$,............. V"
DISTANCE NOI, \~~ 227 ~ :.0\ ~ "6'$ -L-68---f'~9 L L72 ...~ ~ .~:O. . y",. 1t'-r C~6 ~ ~ :- & 2 ~ O? 21r~ .C\i ~ .311: C~7-"\ ~"'.A
~ .~ _ \. \,. Z 0 '" lI\~ ..... ~ III ~o .:. 255 :t o' 54... 001 ~."" '"'.- 't_ .-u>
26 OS' 'Z . , _ ..... - !.lJ ~ ~ IJ'. "0. ~ ~..j" . ~ -......!').... 252 ~. 250 ~" ~
48:J4' _ : 590"0000 W 169.02 , ~.... 2J7 ~ ~C'66 _ ~ ~ 1. 2.fO .~~. ~<P.il' 1 'J,ooJfl' "'" C~1 ~ ~ ~. 256 ~. ti; ~ ;:: ~ ... ~ ::: ~ ~ ~ ~
9.88' <J! ~ ("l \., ~ ": 238 l:. ~ 2J9 t,. i ~,,,0.0 ,c..of..Y n'2.0 jo ~o 257 <0 va ~ 117, g OJ 251 ~..~"
51071' 91 ~ \D 226 ...'O~ ~ "~"~<9 ~ ~ :; ~ 0'1. -i ~&.g'\ &'J,1O"Y '" '2. ,,'\' \1\"" -0 ~. 01. ~ L14 L15 L16 UB U!., l.<o v, J... 'V. ..~i 1'~
62028' 't. .... ~ ~.V "" '......... C'~CS' ~ 1. 71~ l:i CJ I C:S'2. ~ ~ V . & 0 ... ~o '"t>.~. \,.''2. L13 '-<1 <" 'O~,
9.J60 . · va. .~ '\ " C'6' C';-..... "\. 3 33' 0 ''''/ 'J,& \1\ <a> ~. 258 (<\ \,." .s'.... ~J:Jh'J,
52.05' ~ i:\ 'O~ ~~? ...1fb-40 -- C29 9 . C~Z/"~... &'J,. ~ .~ ~ ,\0 ~~ W'Lf i
20.99' $' ,,'!> 225 ,'!>~' "-'0. ~~ N82"OO'~'" "'~.'\i \1\ ~ ~.259 . ~ \,.9 272 273 274 . ~~. ~" \
J'99'72~: Fr~~~ 4X4 CM lI'.5!J'Oo ,;." ~~ Ca ~..t,~ - ---r:5."0~3 79' c~~ c~g... ~ 260 'C?.~~ 1 \.'6 271 275 / " <<<:'1.~... ~ _J----- J..,\ _'_ - --
. .... ~ ii' .!Y ~ ~ C\i. . , '\. C6 \1\ -0 ~. " ".., __ ---- ORANOE AVENUE
J8.S0' 4'6,. <9<.CS'00 ~6~ 224.~ ~ C8 . C7"t J"46.62 '.........7.16. ...~261' '<b"t. '1.,.& 270 \ I 231")-'1 (P8 I PO 5)
J3.90 TRACT E 1tO.. C; I~ ~ ~ ~ , ~ <a> ,.:I. . (<\ ,,~ / (;;3276 , ~8.~"'O.4"W_2~_ ~ ~ - - r -cNoi OPEN)
25.04 STORMWA TER ~.b~ c;l) 22J .~ N 25'125' ~ ~ 262.~~. ~ ..
46.J4' MANAGEMENT AREA ry >~O?' ~tj. !:.:l ~ (') 26J:: ~ . <" \,.It 269 04'\O~ SEE DETAIL '- \ ,~- - - - - ~~~~ ~OJ \
12.22: (DRAINAGE EASEMENT) 0 ~k 222 e 221 ifi ~ ~. ~ \.~ .n.~Uft.\' BELOW I I ~ oF BEGINNING \
58.61 PARKS TONE UNIT 1 J',< 6'..s:J: & ~ ~ I U) 0 103.16' Ll ~ 268 OO~\' FOUND 4X4 (PRM) 277 \11 \ ~ PSEOIctfl'NER LOT 4. 8LOCK 0 \
1.90' IpB 56, PGS 17-21) ..~~.. CS'" CIj ; ("I~ 9'49 E n "51585 V") \
57.90' \' -..T J'~<. , WEST, ~ WEST. 01 ~ 1'17902 " 267 ... fO'" "... rOUND 41<4 (PRM
18.69' LINE TABLE ;L 41.28 Ii) 76.J2 -~ X ...",e~~ 01 ~~~~1~ - \1 \1 ~ ~~~i~g \
~~:~~ NUMBER BEARING DISTANCE \F 265 20.6 ':)' ,v 278 I I ~ fiSJI8fJ \
59.40' t~~ ~~~;~:;g:~ :;:~:: ~ ~ \\1) 264 stf.. - \ T "" E 1/2 La} .4 \ or
27.S4' L72 588026'35"E 0.80' ~ ~ 220 ~ CURVE TABLE 279 II \ "'--. BLOC/< 0 0.1'. ...IICIIElLr'SoNSULRAVEKi JESSUP
2J94..J459' ., ., '\~ y GRAN ,.
L73 N74037'I8'"E 39.60' ~ ~ 1::) NUMBER DELTA RADIUS LENGTH CHORD TANGENT BEARING I I ELINE, W 1/2 tilE LEV (1'8 I. po 8)
48,06' L74 N 77"24 '54 "E J4.12' .-, '~I CI 85"09'04" 250.00 J71.S4 3J8.28 229.69 N5S"24'J8'"W lOr 4, BLOCK 0
25.010 l7S N77"24'S4-E 14.47' ~ ~ 219 C2 19'52'60- 170.00 59.00 58.70 29.80 N72"04'20-E
25,01' L76 NSJ1S'40-E 2S.9J' CJ 4J12'36" 695.00 524.14 511.81 275.24 N8J044 '08 HE /~-------------- ~------------------------\
25.00' L77 NSJ1S'40'"E 25.70' C4 06"09'00" 856.Jl 91.91 91.87 4S.OO N0218 'OJ "W R~'
25.01' l78 N45"29'OJ-E 51.42' LINE TABLE LINE TABLE C5 87"2401J" 25.00 38.14 34.55 23.89 N42'5S'39"W / 180 S~ \
JJ.J8 L79 N2S'51'IS-E 0.90' C6 7J047'J9" 275.00 JS4.19 JJO.21 206.45 N4904J'S6-W 1/ '1.4. . DRAINAGE EASEMENf \,
25.42 L80 N2soSI'IS"E 7,1J' NUMBER BEARING DISTANCE NUMBER BcARING DISTANCE C7 07'50'40" 275.00 37065 J7,62 18,85 N82042'2SHW J .
1 \. ,,' v, .--- \
25.00' l81 N64"2J'JO"E 73024' l118 N70'50'S6-E 2J.7J' L1SS 58soS9'4J"E 74.900 C8 091Jol8" 275.00 44.26 44.21 22.18 N7410027-W I ' ----- ,
26.52' L82 N70"07'5J"E 24.44' LI19 N700S0'S6"E 25.29 LtS6 NS817'41-E IJ4.2S' C9 09"23'40'" 275000 45.09 45.04 22.60 N64'51'SS"W I " ~, -231 \
25.00' L83 58004S'46..E 23.860 L120 588026'JS"E J8.8S l1S7 586"OS'Ol-E 90. OJ' CIO 11"06002" 275.00 SJ.28 SJ.20 26.72 NS40J7'07"W / \( ~ 5e....'O..W 26.1. ' -\
25,52' L84 N470S1'06-E 19.82 L121 58802S'JS-E 8.11' LtS8 5820S7'SS-E SO.8S' CII 10047'14" 275.00 51.78 51.70 25.96 N4J040'29lOW : 205 I \
27.32' l8S N47'51'06"E lJ.99' L122 NU.J7'18HE J6.49' l1S9 582 oS 7'55 "E 45.81' CI2 05041'24- 275.00 27.JI 27.JO 13.67 NJS"26'09"W ' I ORANGE AVENUE
25.88' l86 N7011'29"E 72.JI' L12J N 77"24 'S4-E 28. OJ l160 582'57'SS"E 29.14' C1J lJ "54002 " 275.00 66.72 66.55 JJ.S2 N2soJ8'27HW : CPB I. po II)
2S.JO' l87 N81 047'11 '"E SS.22' L124 N77"240S4'"E 15.82' Lt61 582'57'SS"E 2J.00' CI4 04"20'50- 275.00 20.87 20.86 10.44 N16.JI'oo-W I \ ~ (NDI oPEN) - - -
JI.Ol' L88 N81047'WE 10.72' L12S NSJ1S'40-E 24.48' L162 571 043 '23 "E 46.02' CIS 010JO'29'" 275.00 7.24 7.24 J.62 NIJoJS'21-W \ I ~ _ - - - - - - -
JI.1S' L89 N88049'1J"E 79.JJ' Ll26 NSJ1S'40-E 20.10' L163 57104J'2J"E 4J.60' CI6 4811'2J'" 25.00 21.0J 20.41 11.18 NJ6 '55 '48 "W I I .~- -
27.27' L90 581 19'I6"E 40.07' L127 N4S"29'03HE 45.40' L164 57104J'2J-E 49090' CI7 276"22'46" 50.00 241.19 66.67 44.72 N77"09'S3"E \ \ t
J6.90' L91 581 190,6..E 74.91' L128 N2S'51'IS-E 14.920 l16S NS719'49HE J3.66 , C18 460JJ'S2'" 50.00 40.64 J9.SJ 21.51 NJ7044'J4"W \ 206 \ tTl ~
26.51' L92 5880SS'26-E 1.82 L129 N2soSI'IS-E 21.60' Lt66 N89016'SJ"E JI.JJ' CI9 28'57'18" 50.00 25.27 25.00 12.91 NOO"OI'01-E " \ tTl .:4
25.24' L9J 588'55 '26 IOE 75.000 L1JO N690J6'48HE 44.01' L167 N8916'SJHE J9.09 C20 28'57'18" 50.00 25.27 25.00 12.91 N28'58'19"E \ 1b. tl
25.00' L94 588'5S'26IOE 29.87' LlJ1 N7soJ002S-E 19.91' Ll6S 519"2J'48"E 21.21' C21 280S7'1S" 50.00 25.27 25.00 12.91 NS70SS'J7"E , \ ~ ~
2S.00' L9S 58J14'I2-E 45.40' L1J2 N780JO'2S-E J2.00' Lt69 576041'14"E 10.67' C22 5079'17" 50.00 44.06 42.65 2J.S8 582021'OS"E \ \ ~ ,...
25.140 L96 58.314'I2-E 99.85' L1J3 58004S'46-E J3.0B' U70 581 "OS'ISHE 78.34 C2J 55049'01" 50.00 48.71 46.81 26.48 5291 1 'SS"E ", -\ ".
25.00' L97 N8119'48"E 29,J8' LlJ4 N470SI'06-E 28.01' Lt71 581 "OS'IS"E 60.42' C24 JsoJ8'41 " 50.00 Jl.9S Jl.44 16.SS 517"OI'S6"W " \0
25.00 L98 N8119'48"E J2.J4' L1JS N41'59'24"E 22.97' Lt72 577"2S'48"E 70.52' C2S 4811'23" 25.00 21.0J 20.41 11.18 511 15'3S"W ',41\.
2S,J6' 199 N74019'S6-E SJ.J6' L1J6 N61'56'26"E 32.45' Lt7J 57775 '48 HE 47.55' C26 8S "09 '04" 225.00 JJ4.39 J04.45 206.72 555 74 '38 "E "
~~oi! t:~~ ~::::~::::~ ~~s~!' t:~~ ~~:;~:~~:~ ~~s:r ~:~: ~:~~::~::~ ~~::~, ~~~ ;;:~~:;~: ~~;:~~ ~:2~~7 ~:g~;O ;~:~~ ~;:~~:;::: "'---- DET~/L
66.99' U02 577"02'21-E 67.56' LlJ9 N88049'1J-E S7.08' Lt76 5S90J4'I6-E 68.69' C29 2J.4S'SJ'" 225.00 9J.J2 92.66 47.J4 586"06'I4-E --'-_ ,-_~ot
J.OS' LlOJ 588041'38-E 75.41' L140 N88049'IJ-E 9S.J8' Lt77 5890J4'I6-E I OS. J20 C30 19052'60" 145.00 SO.J2 50.07 25.42 N72"04'20HE -----
75.69 L104 588 041'J8"E 12S.SJ' L141 5S119'I6"E J8.72' L178 N68028'10-E IJ3.J7' CJ1 0211'J2" 145.00 5.55 5.55 2.77 N80'5S'04"E
117.1S' L10S 57772'OS-E J2,OOo L142 58119'16"E 76.75' Lt79 5060J8 '26 "E 41.91' CJ2 17"41'28" 145.00 44.77 44.59 22,57 N70'58'J4"E
J7.84 Lt06 5Jo047'48IOE 25.98' L14J 5880SS'26"E 75.00' L180 5060J8'26-E 7J.6So CJJ J8045 '28" 720.00 487.04 477.81 2SJ.2S N81"JO'34-E
67,SI' L107 5Jo047'48-E 12.2J' L144 5880SS'26-E 31.28' LtS1 N0011'02-E 40.61' C34 0215'41" 720.00 28.42 28.41 14.21 N631S'40-E
47.89' Lt08 5647S'2rE 64.36' L145 58J"I4'I2-E 4J.970 Lt82 N0011'02"E 6.00 CJ5 05047'59" 720.00 72.88 72.85 J6.47 N6717'JO"E
8.04' Ll09 52104601"W J8,IJ-' Lt46 58J"I4'I2HE 99.IJ' Lt8J NOool1'02-E 51.54' CJ6 05047'54'" 720.00 72.86 72.8J 36.46 N 7J"OS '26 HE
68.690 Lt10 5JS"02'OJ-W 58.94' L147 N8119048-E 26.00' U84 N0011'28-E 61.21' CJ7 05047'47" 720.00 72.84 72.81 J6.45 N78'5J'17"E
7.78' LIII 517"24'S4"E 12.660 L148 N08040'12"W 59.96' Lt8S N0078'07-W 57.70' CJ8 08052'21" 720.00 11I.50 111.38 55.86 N861J'21HE
57.42' LII2 517"24'S4"E 6S.SJ L149 N8119'48"E 20.00' Lt86 NJI"2J'09"E 102.76' CJ9 06"OJ'J4'" 720.00 76.15 76.11 J8.11 586018'41"E
11.9Jo LII3 510043'S4-E 9.54' LtSO 508040'12-E 59.96' L187 NonJ'sSHE IISoJO' C40 0410'12" 720.00 52.40 S2.J9 26.21 58111'48"E
J5.SI' L114 510.43'S4-E 56014' L1S1 N8119'48"E JO.81' Lt88 NOI"2J'22HE 99.67' C41 46'00'08" 25.00 20.07 19.54 10,61 N77'53'I4"E
B2.4~' LIIS 51S1S'40-E 2.11' L1S2 N7417'12"E SS.SI' Lt89 NOI'57'J4-W 78.85' C42 27617'46" 50.00 241.11 66.72 44.79 51J"0200J-W
49.96' LI16 51S1S'40-E 44.JS' L1SJ N8S"OI'24-E 75.69' Lt90 N04"09'48-W 78.89' C4J OsoJ4'SS" 50.00 4.87 4.87 2.44 NS7040'J8"E
2J.29' Lt17 588"OO'OJ-E 4S.JO' L1S4 585 059 '4J "E 75.55' Lt91 N0616'J2-W 76.85' C44 117"20'04" 50.00 l02.J9 SS.42 82.IJ 560'51'S2"E
Lt92 N1010'J1"W 82.95' C4S Os04J'21" 50.00 4.99 4.99 2.50 5000J9'SI"W
Lt93 N41'59'241OE 2.19' C46 74050'44" 50.00 6S.JI 60.77 J8.26 540'56'SJHW
Lt94 51902J'48"E 105020' C47 S87J'I8'" 50.00 50.95 48.78 27.94 N7276'06"W
Lt9S NSJ17'09HE 9S.JI C48 14"25'23" 50.00 12.59 12.55 6.33 N36"OI'45'"W
Lt96 N18'57'J9-E 4J.04' C49 SO.J7'J7" 25.00 22.09 21.JS l1oS2 NS4 "0 7'52 "w
CSO J875'29" 670.00 449.3J 440.96 233.48 581700J4-W
LINE TABLE
NUMBER BEARING
LI
L2
LJ
L4
LS
L6
L7
L8
L9
LtO
LI1
U2
L1J
L14
LIS
Lt6
L17
Lt8
L19
L20
L21
L22
L2J
L24
L2S
L26
L27
L28
L29
LJO
LJI
LJ2
LJJ
L34
LJS
lJ6
L37
LJ8
L39
L40
L41
L42
L4J
l44
L4S
L46
L47
l48
L49
LSO
lS1
lS2
LSJ
LS4
LSS
LS6
LS7
LS8
LS9
L60
L61
L62
L63
L64
L6S
L66
L67
L68
L69
REFERENCE POINT lOA"
WA TERS EDGE
N79"29'49-E
N68"2J'OJ"E
N687J'OJ"E
N6210'251OE
N62"08'14'"E
N62"07'SO"E
N610J8'J6"E
N6J"04'06-E
N6416'OJIOE
NS416'OJ-E
N7014'J4"E
N7014'34"E
N 78042 '40-E
N 78042 '40"E
NSS10'II-E
N8510'II-E
587"07'JO"E
5870J8'24-E
587"38'24 "E
577.44'39"E
577.44'39-(
N6904J'18"W
NS6049'ISIOE
S49"27'30"E
5010JI 'J7'"W
50loJl'37"W
N001 I '02-E
N001 I '02-E
N001 I '02-E
N00"28'07"W
N49"28'J7'"E
N8J"OJ'SS"E
N 79'56 'J8'"c
NS516'OJ-E
NOJ042'47"E
N07.JS'J9"W
N2214'16-W
N270JS'J2"W
N27'520l0"W
N27'52'IO-W
N2soJ6'JO"W
NI9048'JI-W
NI4"OO'J7"W
N0812'49-W
Noo042'OS"E
Noo042'OS-E
Noo042'OS"E
NoooJ9'SI"E
N08040'I2"W
NOs040'I2'"W
N06 oJ8'26 lOW
N8804S '44 "E
N8804S'44"E
577"02'21 -E
58S041 'J8-E
5880410J8-E
588041 '38-E
54613'06"E
54613'06"E
535"02'03..W
517"24 '54 "E
517"24'S4"E
51004J'S4"E
51004J'S4 -E
51S1S'40-E
5151S'40"E
50loJl J7"W
58S'OO'OJ-E
N70'50'56-E
1.1
PARKS TONE
UNIT
3
PLA T BOOK
PAGE
C AND D, D.R. MITCHELL'S SURVEY
OF THE LEVY GRANT ON LAKE JESSUP, PLAT BOOK 1, PAGE 5
LOCATED IN SECTIONS 35 AND 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST
CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA.
A REPLAT OF A PORTION OF BLOCKS
-
SHEET 2
OF
J
..
~
-
."
-
NOTICE: This pial, 09 recorded In Its graphic form. Is
the official deplcllon of lhe subdivided lande descr Ibed
herein and will In no clrcumslances be .urplanled In
authority by any other graphic or dlgllal f011Tl of lite
plat. There may be additional resltlctlolll lhat are pol
recorded on this plat thal may be foulld In lhe public
records of this county.
THE STATE OF FLORIDA MAY OWN OR CLAIM
OWNERSHIP OF THOSE LANDS LYING WA TERWARD
OF THE .ORDINARY HIGH WA TER LINE- WHICH MA Y
AFFECT THE LOCA nON OF THE BOUNDARY LINE OF
PROPERTY FRONnNG THE LAKE
-
Ii
~
~~
~ ~
~p
3i1l
1~~
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J\ i uI tot
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LO r J" "
BLOC/< U
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,
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,
I
,
I
I
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I
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..
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..
...
...
DONALD W. MciNTOSH ASSOCIATES, INC.
ENGINEERS PLANNERS SURVEYORS
2200 PARK AVENUE NORTH. WINTER PARK, FLORIDA 32189 (407) 644-4068
---~---
CURVE TABLE
NUMBER DEL TA RADIUS LENGTH CHORD TANGENT BEARING
CSl 04029'48" 670.00 52.58 52.57 26.30 NBi~Pj~lW-
CS2 0619'45" 670.00 74.01 7J.97 J7,04 NB7"OIS'ii-W-
CS3 05053'58'" 670.00 68.99 68.96 34.52 5B6o.i'i;WW-
CS4 0614'16" 670000 72.94 72.91 36.51 5800.fio-W-
C5S 05'59'52" 670.00 70.14 70.11 35.10 S74:.J5Tjj-W-
CS6 06"08'17" 670.00 71.78 71.74 35.92 56803;'], W
CS7 OJ19OJJ- 670.00 38.89 J8.89 H'.4' 5tJ3041'J8-W-
CSS 19'52'60'" 195.00 67.67 67.33 J4.IB S12U4'201W-
CS9 04".32'15 195.00 15.44 15.44 7.1J SB.02j~nv-
C60 15"20'45" 195.00 52,23 52.07 26.27 S74020'21-W-
C61 80.J2'41" 25.00 35.14 32.32 21.18 S4Io..'29-W-
C62 17"07'20" SJI.JI 248.4J 247.51 125." N04 UP 'Ji :w
C63 06037'22" 806031 93,20 9J.I5 46.65 ~'t10'J2 f
C64 52026'58" 25.00 22.89 22.09 12.31 5OS'4S':U-W-
C6S 71 "OI'3J" 25.00 JO.99 29.04 17.84 N50048 '2i-W-
C66 01042'50- 25.00 0.75 0.15 0.31 5S1Ui'J,~
C67 SI7J'08" 25000 22.42 21.6B 12.0J N1JoJ2'.a
File Nome: F: \ProJ9- \96151 \Sdwg\UNIT2SHEET1.DWG
PARKS TONE
UNIT
3
PLAT BOOK
PAGE
-
A REPLAT OF A PORTION OF BLOCKS C AND D, D.R. MITCHELL'S SURVEY
OF THE LEVY GRANT ON LAKE JESSUP, PLAT BOOK 1, PAGE 5
LOCATED IN SECTIONS 35 AND 36, TOWNSHIP 20 SOUTH, RANGE 30 EAST
CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA.
...
g
-
,II
-
----------
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\ 61004''-/ t" ",?O \. 53.137 !
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257
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256
25.3
254
255
252
SHEET 3
TRACT .C.
S7URMWA J[R
MANAGEMrNT
AREA
(DRAINAGE EASEMEN T)
NUMBER DELTA
251 250 __ _10'lE
~L20 L21 L22 L2J7 (PRM)
258 U8 L19 !oJ L24/ L25 IFOUND 4X4 sl8111 ILSo3I86
I ~!f \ 259 \.16 \.17 .... ~ g ~ ~ ~ .~ ~ <~cS' ILSI585 IL 1Q'lE
\.\5 ti ~ dt 272 ~ 'to 27J ;ot ~ 274 ~ fiI ;,'v i:.\ 4-",,9 \
260 i I -0 A 271 t:t. 'ci ~ ';g 8 ~ 18 ~ 275 ;:,<:'i.~ ......~>. J .-
\.......... 22.3 I ,~ l ~ ~.(j)- ~ UI. ...., ~ ~ ;e - ~^ ~ '!'~U''P~ DE __ ------ ----- "-~~~ar A:~~[
'\ ~ :> I ~ 261 \. \.\ ~ ~ 270 ~~. --- ~ C28 ,C29 CJO ~.Jl ~~. 278 , ------,:,o....W 282,31'.)_} jNjd'~N1
, ~" II:::: \.\'2. ~ 9~ ~9 OJ ~ cz.7 C25 MEADOWS C.1<, 'fj6-f, I 584"'" - - ~ - T
'~"~~ " \I) 262 ~ ~ 289 0.04,. "'/.'-'- '2.6 -tJ.E~ ~ _ - - ~~ "C'u" ~66056 Sl~) \ i>> w. _ - - - - SLlNE LOT of \
i ,~"" 222 26.3 '\1' ~ ~ V'. C ~-~::::.;--- 56 ........."..>:~ V' \2.8.& , ;'".lIi oF BEGlNNINQ
. y..!'~ ;. 221 .. ~ . ~ ....--- C '(0 I \0 ~ POINT \
I ... ~." t:vo \0 t. 268~.;' ~6 ~.; c58 C59 C6~"'~ ~ ~ 277 I 'f' ....~ FOUND "X" (PRM) JfJSo3IlIlI \
TRACT E ....~7.. " ~ \,; ~ ~. 1'2.. LVI' 2261' I \ JfJ Sl819 If" Lor Jw w
STORMWA TER ~ ~ ""'" ", I ~ L9 ~~. 267 ~ '\, 0 ~ ~. c57 g ~ 250 25' /NBJ05J'O~-E ~ t . ILS1585NER LO r .., BLOCK C I SLOCK D
(~:~~;~~E~:S:~:~T) * * L~ "~5T'1Q1.14' -gl - L8 ~ -:.\ 26699;~~ c'2.'" fI'2."~J~~t~~ VI 5 ~ 282 ~ ~ 281 ~ .... 'g ~ '~~: \ ~ ~ Sf COR I
PARKS TONE UNIT 1 ~ ~ ,,~ ...,....,.. ~\ 0 g'i 285 ; ~ 4:( ~.05 ~~~ 1f1.,oQf-.... ~ 28J 8 u; . '\ ': 280 ~ iii\'~ & N8J05J'OJwE \ 1-', \
(P8i56, PGS 17-21) ~I~ D--:-.; ~ "'. ""'~'. co "2~'" C:,;~ - -i 2.~ ~~"t(jV'"'~ ~ 9~ .~ 0 '" ~ ~ ~\~ 121.J1' ~~10'lE E 1/2~Ow~_of \
GIG ~ ~ ~ 220, / 01 I 25'\., . ~SLE :E.t' C .........~. ~~c 66. \.. ~ 2M ~,IO. ~ <. lit I'" ~ 279 ....i ~ _ 20'DE BLOC
FOUND 4X4 C~~ I ~ ~ ~. SLL--f-..J. 25~' ~'5~.13'~ C22 C26 ., .~. ';1.~'; '{l, 285 ~\~ . ~ l"\ 56.5i N78050'09 '" 40.00" . 70'~2~ -l ;-\ 25,8, 121.81' --". .-'r ELINE, W 1/2
N5DI'J.'.E IL 5J~~:;;!1t.~~ ~ 219 ~ ~ (ff~'::: r C7 ~.~I~ - ~ c5" '{l, 55 ~~ \~~ ~~.~g -f- ~ ~1i3:~' \~5S83~'03.W 171.81 ~ LOT of, BLOCI< 0
FOUND 4X4 CM 28....7. r--... _ · '(1) 7't \ .... ,,' 01, c53 ~ ~ 288 ~. o~ ~ \ 0'2.6'O~ W. ' ,
/I-SSJS' (PRlI) N8BJ.~lf'E A~ i' :~<t.. ~. ~(~..." ~~\,o j.,l' ;'.0" ~\'.~~ ~.3 ~:~.287;;\ oJ5 '<I:~:.J~ ,.". ..,..!iJ. ~ ~ ~Lor ~ j~;.rw \ pRo ""ClRLl"~"I'':: Jssup
./ - - - - -.... S70'8'22.E tc~~9' .~.~.;. "J" ~"'. --.. p:l ~ ~ tt. 2lJf 'tb_~. ~~6\Oljtt 8 u; I BLOCK 0 lHE LEVY W:~,' po II)
,,/ ~.5~ ~ "00 4-",~ 218 ~I}.'. ~ ~ ~ ~ ~ 289 ~ '" 60.'l/i; .;\ \ w 1/2 Lq,T w4
FOUND 4X4 CM--->\ . ~ ElO' ......q:~~U'. ~ n,o'f~~Oll.fb'?~ '1 291 ~ 290 ~ 16 81' ~ 6'1..56' 0:: E N~3"53'03.E.... BLOCK 0
#,-55J59 (PRM) \ ~ t i -f.! -v. ~~. I~Y^~r -, UI. ~ ~',' 0530" ,
TRACT H \ N.~ ~~ ... "'>~ 217 .~ ~~aO 292 ~ 2.630 t'J ~ ...'2.\ tt69 TRACT -D- .. 110000
(COMMON AREA) j"'1 I T "'0 ~. . .:"J'Y..~A' ~ "" ':t:. ' . 5
PARKS TONE UNIT 1 NJJ28'~1.E Ib N 10'DE-t l-- -:-~ 21Sq:) ~U'~ ElO~ ~"<t-" ~o,,:-fb ...;>~~. ~ 51.14' 0\ 6~o;.W N6211'18-E ~~;:;~~~~
(PB 56, PGS 17-21) 5O..301~'''' 21~ ~.l ~~.~... /"v qqj~..J-~ ~. 582.36. 54.2'-
.,. :-:g '?~ ~ ....-X/ ~. ~ 29J' ~ 128.01 AREA
FOUND 4X4 CM~ ( () ?; ;::. .215 0.';' ," ~"'. t:y~o,,:-" "'>~ (DRAINAGE EASEMENT)
#,-55359 (PRM) "" 8 .. c. ~"'. ~ ......0 ~.:? ,tb ~ 14:
J~10'DE \" 'q).V'~ 0' ~ \ ~"'
/&-129 · 10 · 19 · .:; C,.1 J I. . c,. /' / 1 \. \l',..~ 29... ~ .p. ~
R-250oo'~ ~.... ~/ "C12 ; /' c," ~fb ..."'o~~~ "..l '}; \ ~c:9~"l
L-58..:J6' "\i Co P1-- _ CJ:::"'--- c~c"" ~ " 'qj. V'~ 0":- ~'" I ....
CB-N5828"2.~EdC NT. ~6' I: " C"fI ,..~ 295 ~ ..r~ LOT 6 I ~~
I f", ...... 0:: ? ;::.~. . -".\ BLOCK "0" ~
_ - - sl ,~ -,,'" / ,e." {so ~U' ,,~.'"J \ ~
- E~ u, / 1 \p. .~'" ~ ,~"., -.....
SET N.tD 1LB68 IN Z cg .300 I ~"25"\25'-I /L . ~L. E ~ ~~ 298 . ~o' "'. I"
CONe WALK i :... \ \.II f. 297 ~. f)----': O.R. MITCHELL'SONSULARVEKEY J~SUP \
d ltl. '. lit.... ~ ~ / ~ .~.~. ,O~ ~ ANT
~ ' o' 0 " ."" '" I;:!Kl '" t)" THE LEVY GR G 5) \
u; S8J"53'OJwW 12500L; I...." ~.!6a! '-'-. ~,. rl' (PB " P
't. g 0 ~ ot'.i;;....., :--~O~"\. O\J I
-=e . 299ltl ~ 0 '25' s.~. .Ill 'Jl I
o ' 25 C1I '2.1' ...-",
.. 0, ~ 0 ,'],0' 'frl.,'..., \, \
~ -<.;8305J03 W 125.01 ~ 0 t3 ~~'!P ".., '.~ .
... or (l n ~ ..... ~ 'fiI- _~~',
t.t. p .298 ~_t \." \. \ 0 0 -..--.....\
8. : lJ3.J5' -- \ 7 7
.... ~a't"53'03.W I \ 0 0
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I 13.135 I I
I I ~ ~
\ I S89~0'06.W ~ ~
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C1
C2
CJ
C4
e5
C6
C7
C8
C9
C10
C11
C12
C1J
C14
C15
C16
C17
C18
C19
C20
C21
C22
C2J
C24
C25
C26
C27
C28
C29
CJO
CJ1
CJ2
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
II
.
S83"53'03.W <460,00
I
\
I
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I
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LOT 5
BLOCK "Ow
" SURVEY OF
D.R. MITCHELL S N LAKE JESSUP
THE LEVY r::~~ ~G 5)
SET N.tD 1L868 IN
CONe WALK
-----------
,,'" -,
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~ ....
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I Joo"- /~Y I :", ~ N41"27'22-E
I N45"11'5Bw~. ~ \ -11'--;;'27 48.58' I
I 54067' "'.62' lit I
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I - 1:--' 297 ,
I \ ~ I
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~~~
a~~
Af-t
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: D.R. M'TcHELLT'SONSU~::: ~SUP
LEVY GRAN
THE (PB 10 PG 5)
LINE TABLE
NUMBER BEARING
DISTANCE
24.11'
92.42'
25.30'
26.04'
25.26'
41.85'
16,46 '
71. 76'
57,46 '
58.22'
61.24'
62.11'
61065'
11.40'
58.94'
17021'
55.18'
15.99'
55.38'
15.89'
54.93'
16.30'
62.19'
9.22'
73.65'
25.n'
140.11'
NUMBER DEL TA
C63 01031 '20"
C64 04059'59"
C65 01 "05'00"
C66 03003'23"
C67 04049'02"
CURVE TABLE
RADIUS LENGTH CHORD TANGENT CHORD BEARING
856.31 22.75 2207511.38 S10.45'53"E
175.00 15.27 15027 7064 S58.56'02"W
806031 15.25 15.25 7.62 S10.30'OO"E
230000 12.27 12027 6.14 S79i3'28"W
230000 19.34 19033 9067 N73058'51"W
NOllCE: This plat, as recorded In Its graphic form. Is
the offlclal 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 additional restrictions that are not
recorded on this plat that may be found In the public
records of this count Yo
U
L2
LJ
L4
L5
L6
L7
L8
L9
UO
U1
U2
U3
U4
U5
U6
U7
U8
U9
L20
L21
L22
L23
L24
L25
L26
L27
N12.43'11"W
N82"OO '50"E
N33.28'21"E
N69050'06"E
N69050006"E
S43.37'01"E
N90 000 'OO"E
N79029'49"E
N 79.29 '49"E
N68023003"E
N62010025"E
N62007'50"E
N61.J8'36"E
N64016'03"E
N64016'03"E
N70014'34"E
N70014'34"E
N78042'40"E
N78042'40"E
N85010'11"E
N85 01 0'11"E
S87"38'24"E
S87"J8'24 "E
Sn.44'39"E
Sn044'J9"E
S49.27'30"E
S06"06'57wE
1.1
DONALD W. MciNTOSH ASSOCIATES, INC.
ENGINEERS j PLANNERS SURVEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068
File Name: F: \Pro)9- \96151 \Sdwg \UNIT2SHEET30DWG
80022'41"
28059 ,j"
51.23'28"
21.23'13"
J902J'12'
J204905H
06.3407H
19.52'60"
3802758"
73.,7'15"
09029...."
78059'50"
26018'34H
36.26 40H
1601436H
18048'2.. ..
7205735H
06"0900H
05.53'17"
86.5640"
1905300"
09.25 15"
09.36'31"
00051'14"
3802758H
06043'20"
on6'45"
on 7'..5"
ont'2l'"
on 7'52"
0203.. 5....
22035 18H
33045'52"
16056'05"
73017'j5"
19026'4-3"
70016'25"
1 ,...9'57"
000..337"
17"06'20"
13.57'..1"
23.,4'08"
86052'oi'J
38.07'32"
12"O4'09"
13.47'14"
12016'09"
J902312"
13.48'57'"
25.34 15"
19.52'6Cj'"
05.21 '33"
0604038"
07"31'09"
00.' 9'39"
38027'58"
11030 51 "
09'51 '..2"
09024 '58"
0,.40'27"
73.,7'15"
17"07'20"
OF
3
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rt Ll
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U\ i ~
~~~
\~
CURVE TABLE
-- -- ------.- -- ------
RADIUS LE.NGTH CIIURD I~NGE.Nl CHORD BEARING
205.00 287.511 264:Si ;1]:" N82.48158~C
205.00 'O~ ;02.;;, BZ.8U S11'2U'18~
205.00 ;8J,87 '11.11 ii,ii= ~88'I8'2Z"(
125.00 ~fJ.i8 48.JU Ui~_ !rlii48'Jj-r-
150.00 10J.11 101. 10 ~J.8i Ntf2U'I4"C
150.00 85.U2 84.15 ;~l' N5UV2"Or-
150.00 11.20 It,rr i:i N18.iJ'46"C
4"0.00 ;sisg ffiir .1:.11_ ~Z~"04'l0r-
"25.00 28~.JJ 280,00 148.28 N817i"'4U"C
50.00 6Iis Bi:ir 31,ri""- 5;ij~~'J5~
25.00 4.14 rrr 2.0'- SBJ'J1'40-r-
180.00 248~!!-228:ii- ii.8.J7 N82TJ7'J211C
180.00 82.tf~ 8f.8J 42.01 571'JI'4S"C
180.00 ;'4.4U TiIBr Bi.lr Nl1'05'J4"C
180.00 51,OJ 50.88 2E.ei- N50'44'S6wC
175.00 57.44 ~r.'8 2i.pi- N52TJI'50"C
25.00 JI.~~ ~U.7L I~:i!_ t!.~f'7'I5I1C
856.31 91.81~,.8~ 1f&L !iQ"~l'OJ-W
808.31 82.86 82.8J ofill- S08TJlJ'!J' "E
25.00 J7.84 J4.40 2J.10 S54'JO'tJO"E
415.00 Ii.~ t~j:JOIDC N1~'Of20W(
415.00 68.24 6tJ. t8 El.C !il.tt~'I2H(
415.00 68.80 tfS.tJ, J4.8' Ntf1'41'20"C
415.00 B.IU 8.IU J,O' N8Z'jj'27wC
450.00 J02." ~~ lIMo ~1..'21'48"C
450.00 52.80 52. n 'U.r- N8lJ'2U'JOllr
450.00 57.11 lJl,to! i..u Nl~'2U'J2J1C
450.00 51.~~ ~~ giit= t!?~"'i:41I1r
450.00 lJ7.'5 lJ~,ZL liil fjfLQof ,t"'r"
450.00 57.J2 51." 28. n S85'Ji'02"(
450.00 20.28 20"';[1 580'4,'JUllr
75.00 28.fJ1 jiJr Rn SeB'Otf'JJ-r-
75.00 44.'0 ofJ.~L iil7,- SJ"!J5'S8"r
75.00 22.11 m8 il,l1 S'.f'J~IOOllr
75.00 95.8J iu.5J 55. ~L ~".S'J5.C
230.00 78.08 11.ea ~iJ' ~~f'40'00"t"
25.00 JO.88 28.78 1l:tJII W'IfJ'OIl"r
150.00 4tf.8U 4tUJ02Jlr 5rS'OI'fJ5~
150.00 I. UO " UO Q:jJ. SO~ '28 I." wt"
'50.00 44078 H.tJ~ It - iltJ'IJ'H"r
25.00 6.0U 8,08 loe SI8058'04"C
toO.OO 40.5~ 40.28 2o.Ba NI 7'41'01 llW
25.00 J1,80 J~IJr if.i'- NJ7'f8'06:!--
230.00 15J.OS ISO.'4 7~L Ni"41',. r
230.00 48.45 48.Jtf2,!.JI N74,..J'05"(
230.00 55.035 5~l 21.iC N8L~.1'23-r-
230.00 48.lL .8, 8 jf.1~ Ni8'45'4~Y--
125.00 85.8J 8...25 "~.l" Ntf2'lg"4"(
125.00 JO.'4 JO.01 LU"- N.U'J2'OtJ~
'25.00 55,78 S5,Jj ~f.1r NiQ'pr.-z-r-
465.00 '61.J1 '80.e8 !I,eO N7''O'''~0-r--
"65.00 4J.48 "J.48 21, 78 N7g'20'OJ~
i65.00 ~4.;9 illtJ ~[.1~= t!.zr'Wstr
"65.00 8'.02 60.U8 JO,e8 NtJ8'IJroJ-r-
465.00 '.68 2.88 f.~U- N8"Il'J8M(
400.00 268M 2tfIir i38.5.5' N8i'2;~-r-
400.00 80.~~ ~Q.l~ i[JJ- ~!7'lJJ'i5HC .
400.00 68.85 68.78 Jiel N78'J4'J'~
"00.00 8~. ~t- 8~:i8 J2.i.- N88U'5211r
400.00 5J.~!- 5J.Br ii.ij- 58J.1'f'2B~
25.00 Jf.~ 28.ir ii.;Q Si2'4S'38wr-
8J1.J1 ?~.H ~7iif 125,18' f'fUTUIf'JI"W