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NORTH HANCOCK ROAD RIGHT OF WAY TRANSFER
PROPORTIONATE SHARE AGREEMENT
This North Hancock Road Right of Way Transfer and Proportionate Share Agreement
("Agreement") is made and entered into by and between and among Center Lake Properties,
LLLP, a Florida limited liability limited partnership ("Owner"), Lake County, Florida a
political subdivision of the State of Florida ("County") and the City of Clermont, Florida, a
municipal corporation of the State of Florida("City").
WITNESSETH:
WHEREAS, Owner is the owner of a parcel of property approximately 593.43+/_acres
located in the City, which is more particularly described on Exhibit "A" attached hereto (the
"Black Lake Property"); and
WHEREAS, the County is in the process of assembling the necessary right of way for
the construction of the extension and relocation of North Hancock Road (the " Road Project"),
as more particularly described below; and
WHEREAS, the County needs to acquire a portion of the Black Lake Property for use
as public right of way in order to complete the Road Project (the "Required Right of Way"),
as well as additional right of way needed by the County and the City for other transportation
purposes (the "Additional Right of Way"). The legal descriptions for the Required Right of
' Way and the Additional Right of Way are set forth on Exhibits`B" and "C,"respectively; and
WHEREAS, the Black Lake Property is currently under contract to be sold to a
developer (the "Developer"); however, the Owner has retained the right to enter into this
Agreement with the County and the City prior to such sale; and
WHEREAS, it is planned by the Developer that, the portions of the Black Lake Property
remaining after exclusion and transfer of the Required Right of Way and the Additional Right of
Way, as contemplated by this Agreement, consisting of approximately, 585+/_acres (the
"Property") will be developed into a residential community, containing a mixture of residential
and commercial uses(the"Project"), which is more particularly described below; and
WHEREAS, the Developer and the Owner have received a Conditional Use Permit from
the City that will allow the development of the Project as a Planned Unit Development on the
Property(the"CUP"); and
WHEREAS, the County, the City and the Owner have worked cooperatively for a
number of years to facilitate the planning and ultimate construction of the Road Project; and
WHEREAS, the County and City have identified those off-site transportation facilities
that will be impacted by the development of the Project and have identified the proportionate and
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fair share of the cost of improvements to all such transportation facilities that should be borne by
the Property, assuming full development of the Project in accordance with the
entitlementsgranted under the CUP. The identified proportionate and fair share of the cost of the
improvements is $575,091.00 (the "Proportionate Share Obligation"), payment of which is
neccessary to mitigate and address the traffic impacts, identified in the Traffic Impact Fee Study
prepared by the Developer's consultant Littlejohn Engineering, of the Project on the Property in
accordance with Section 163.3180(5), Florida Statutes, and the City's Transportation
Proportionate Fair-Share ordinance(the "Proportionate Share Rules"); and
WHEREAS, in lieu of a full cash payment of the Proportionate Share Obligation for the
Project, the parties agree that the Owner shall donate and transfer the Required Right of Way to
the County, and shall transfer the Additional Right-of-Way to the County in exchange for
Transportation Impact Fee credits; and
WHEREAS, in consideration of the value of such donations and the assistance provided
to the City and the County by the Owner, the City and the County have made certain agreements
with the Owner regarding the Road Project and the development of the Property and the Project,
all as more particularly set forth in this Agreement.
NOW THEREFORE, in consideration of the premises hereof and of the mutual
agreements of the parties set forth herein, the parties do hereby agree as follows.
1. Incorporation of Recitals. The foregoing recitals are true and correct and are hereby
incorporated by the parties as part of this Agreement as if fully set forth herein.
2. Proportionate Share Obligation. The parties hereby agree that the Owner's
Proportionate Share Obligation shall be $575,091.00. The Proportionate Share Obligation has
been calculated based only on the development of the Black Lake Property so in the event
additional property is acquired and developed as part of the Project, there may be additional
Proportionate Share Obligation due and owing.
3. Rights of Way Transfer. On or before thirty (30) days following the date the last party
hereto executes this Agreement (the "Effective Date"), at a date and time mutually agreed upon
by the City, the County and the Owner, Owner shall transfer the Required Right of Way and the
Additional Right of Way (together, the "Rights of Way") to the County. Title to the Rights of
Way shall be conveyed in the manner indicated in Exhibit `B" and Exhibit "C", and shall be
subject to existing easements, restrictions, and reservations of record, if any, and to the pro-rated
taxes for the year 2013 and thereafter, but shall otherwise be free from monetary liens and
encumbrances. In connection with the Rights of Way transfer, the City, County and Owner have
further agreed as follows:
(a) Appraised Value. The parties hereby agree that the total appraised value of the Required
Right of Way and the Additional Right of Way is $692,200.00. Any impact fee credits
granted herein as identified below shall not exceed $117,253.00.
(b) Proportionate Share Obligation Offset for Required Hancock Right of Way. The City
and the County have agreed to offset the fair market value of the Required Hancock
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Right of Way, as established by a County-directed MAI appraisal, against the amount of
the Proportionate Share Obligation that would otherwise be due under the Proportionate
Share Rules to mitigate the impacts of development of the Project for the uses and
densities permitted under the CUP. Following the donation of the Required Right of
Way, the remaining amount of the Proportionate Share Obligation due for full
development of the Project on the Property shall be the sum of$17,253.00, which shall
be paid directly to the County (the "Remaining Proportionate Share Obligation") in the
time specified in the Proportionate Share Rules.
(c) CUP Entitlements. For purposes hereof, it is agreed that the calculation of the
Proportionate Share Obligation has been based upon the level of entitlements granted
under the CUP, which is up to 1200 residential dwelling units (some or all of which may,
but are not required, to be age restricted) and up to 100,000 square feet of commercial
space, including retail and office uses (the"Actual Entitlements").
(d) Vesting Against Concurrency. Following donation of the Required Right of Way and
payment of the Remaining Proportionate Share to the County, but subject to payment of
applicable transportation impact fees as building permits are obtained for the Project (the
"Impact Fees"), the Property and the Project as a whole, and each individual phase
thereof, shall be deemed to have satisfied any applicable transportation concurrency
requirements, and any substitute or successor to transportation concurrency (such as
mobility requirements) that may be now or hereafter adopted by the City and all other
applicable provisions of the City's Land Development Codes, for the level of the Actual
Entitlements.
(e) Remaining Proportionate Share Obligation Payment. Pursuant to Section 163.3180(5),
Florida Statutes, if the Owner is required to pay impact fees to develop the Project, the
County shall grant the Owner impact fee credits up to a maximum amount equal to the
Remaining Proportionate Share Obligation of$17,253.00. The County shall establish a
transportation impact fee credit account in the name of the entity that paid the Remaining
Proportionate Share Obligation. Such transportation impact fee credits shall be freely
transferrable to successors and assigns in the same manner as set forth in subsection (f)
below. If no impact fees are due and owing,the parties hereby agree that no credits shall
be granted and the Remaining Proportionate Share Obligation shall be a required
payment.
(f) Additional Right of Way. The fair market value of the Additional Right of Way that will
be donated to the County, as established by the County-directed MAI Appraisal, is One
Hundred Thousand and No/100 Dollars ($100,000.00), for which Owner shall be granted
a credit against any applicable Impact Fees(the "Impact Fee Creditable Value").
Upon transfer of the Additional Right of Way to the County, the County shall establish a
transportation impact fee credit account in Owner's name in the amount of the Impact Fee
Creditable Value. Such transportation impact fee credits shall be freely transferrable to
successors and assigns upon the execution of a written assignment by the party entitled to
the credits, provided that such transportation impact fee credits may not be transferred
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outside of the Lake County Transportation Impact Fee South Benefit District. Further,
this Agreement shall serve as the County's approval for the transfer of impact fee credits
pursuant to Section 22-40 of the Lake County Code. For purposes of Section 22-40 of the
Lake County Code, a successor-in-title to all or any portion of the Property shall not be
considered a "second transferee" and shall be entitled to further transfer the impact fee
credits in accordance with this Agreement. In the event the City and/or County adopts a
statutory or local equivalent or successor fee to transportation impact fees (such as
mobility fees, for example) the transportation impact fee credits granted pursuant to this
Agreement shall also operate as a credit against any such equivalent or successor fee that
may be adopted by the City and/or County.
(g) Shared Drainage Facility. The County agrees that Owner shall have the right to drain an
approximately,6.358+/- acre portion of the Property that is intended to be used for
commercial purposes, which portion is located at the northeast quadrant of the
intersection of North Hancock Road and the Project Intersection, as shown on Exhibit
"D" hereto ("Owner's Commercial Parcel"), into the drainage pond to be constructed
by the County on the east side of North Hancock Road north of Owner's Commercial
Parcel as a part of the Road Project, as shown in the County Plans (as defined in
Paragraph 4(b), below (the "Shared Drainage Facility"). County hereby grants Owner
an easement for such purpose and for any construction modifications and maintenance of
the Shared Drainage Facility that may be required, as hereinafter described (the
"Owner's Drainage Easement"), which shall be set forth and delivered to Owner in a
separate recordable document when requested by Owner. The County shall, initially,
construct and maintain the Shared Drainage Facility. At such time as Owner wishes to
utilize the Shared Drainage Facility to serve Owner's Commercial Parcel, Owner shall be
responsible for the design and permitting of any modifications to the Shared Drainage
Facility necessary to accommodate such drainage; provided, however, that any such
modifications shall not adversely affect the County's right to utilize the Shared Drainage
Facility for the County's purposes. All such modifications are subject to the County's
review and approval. Following the time that Owner or its successor in title to Owner's
Commercial Parcel begins construction and use of the Shared Drainage Facility, Owner
(or its successor in title to Owner's Commercial Parcel) shall be responsible for all
maintenance and upkeep of the Shared Drainage Facility, including certification of
maintenance on an annual basis to the St. Johns River Water Management District as
required by law.
4. Road Project Description and Components. In connection with the Road Project, the
parties agree as follows:
(a) Construction of Road Project—Commencement & Completion. The County's current
plans for the Road Project include commencement of construction by June of 2014 (the
"Construction Commencement Date")and completion of construction by January of 2016,
such that the Road Project shall be open to traffic by such date (the "Construction
Completion Date").
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(b) Design of Hancock Road Project. Design of the Road Project has reached the 100%
stage of completion, as reflected in those certain plans and specifications prepared by T-Y-
Lin International, dated July 31, 2013 (the "County Plans") The County acknowledges
and agrees that the Road Project and the County Plans include the following components:
(i) The Road Project will extend from Old Highway 50 on the South to its northerly
terminus at its intersection with Fosgate Road;
(ii) The Road Project will include construction of a fully signalized intersection, with
mast arm signal, turn lanes, and the approaches thereto to the edge of right-of-way at the
main entrance to the Project, in the configuration and to the scope shown on the County
Plans(the"Project Intersection");
(iii) The Road Project will include construction of sidewalks and a multi-use trail along
the eastern side of North Hancock Road, adjacent to the Property
(iv) The Road Project will include construction of the westerly extension of the Project
Intersection to its intersection with CR 50, in the configuration and to the scope shown
on the County Plans(the "Westerly Extension");
(c) Approval of County Plans and Changes Thereto. Owner has reviewed and approved
the County Plans. Owner, or its designated successor in title to the Property, shall have
the right to review and approve any material changes to the County Plans that affect the
Project, the Project Intersection, the CSX Intersection or the Westerly Extension. Owner
shall have thirty (30) days following receipt of a complete copy of the County Plans
reflecting any such changes in which to review and approve the same. Owner's approval
shall not be unreasonably withheld, delayed or conditioned provided that any proposed
changes to the County Plans do not materially and adversely affect the Project, the
Project Intersection, the CSX Intersection or the Westerly Extension. The parties agree
that the County retains the right to manage access to this median opening through traffic
signal, signage, or geometric improvements as safety warrants over time.
5. Delays in Commencement or Completion. In the event that the County experiences
delays in starting the Road Project by the Construction Commencement Date, the parties agree
that such delay shall have no adverse effect on the issuance of additional approvals and permits
(including building permits and certificates of occupancy) for the Project; provided, however,
that Owner or its designated successor shall be solely responsible for providing sufficient access
to the Project meeting all requirements of the agency having jurisdiction over the Project. In
addition, the County agrees that, in the event that the Construction Commencement Date is
delayed by eighteen (18) months or more (a "Material Construction Delay"), the Owner, or its
designated successor, shall have the right, but not the obligation, at any time thereafter, to elect,
by written notice to the County, to undertake construction of the portion of the Road Project
consisting of the Project Intersection and the extension of North Hancock Road from the Project
Intersection south to Old Highway 50 including the Westerly Extension realignment and
construction of CR 50 West to Turkey Farm Road and CR 50 East as shown on the approved
County Plans (an "Owner Construction Election"); provided, however, the County shall have the
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right to request (but not require) that Owner (or its designated successor) construct the Road
Project in its entirety by providing notice of such election to the Owner (or its designated
successor)within thirty(30) days of the County's receipt of the Owner Construction Election. If
Owner (or its designated successor) elects to construct less than the entire Road Project, it is
understood that any changes to the County Plans or the County's existing permits that are
necessitated by Owner's Construction Election, if any, shall be subject to County approval. No
construction of any portion of the Road Project may be commenced by Owner (or its designated
successor) until the County has acquired all right-of-way necessary for such construction.
In the event of a Material Construction Delay, and if there is an Owner Construction Election,
the Owner, or its designated successor, shall bid the portion of the Road Project to be
constructed, as set forth above, in accordance with all laws, rules and procedures applicable to
the bidding of public construction projects in Lake County, Florida (the "Public Bid Process").
The actual costs incurred in constructing the applicable portion or component of the Road Project
shall be reimbursed by the County to the Owner(or its designated successor, as applicable). The
terms of such reimbursement shall be agreed upon by the Owner (or its designated successor),
prior to the commencement of any work or the Public Bid Process; provided, however, if no
other agreement is reached and the Owner (or its designated successor) determines to construct
the applicable portion,(s) of the Road Project in any event, the Owner (or its designated
successor) shall have the right to be reimbursed for its costs incurred in connection therewith via
transportation impact fee credits (or any successor or replacement to transportation impact fees,
such as mobility fees), which may be utilized for the Property or may be assigned by the Owner
(or its designated successor) and utilized to satisfy impact fee obligations with respect to any
other property or properties located in the Lake County Transportation Impact Fee South Benefit
District. Any such construction by Owner, or its contractor(or by Owner's designated successor,
or its contractor) shall occur lien-free and in accordance with the County Plans. In the event the
Owner (or its designated successor) does not follow the Public Bid Process for such work, then
reimbursement shall occur in the form of impact fee credits. Notwithstanding the foregoing, if
the Owner and the County agree on periodic reimbursements to Owner (or,its designated
successor) as construction progresses the County shall be entitled to withhold reimbursement in
accordance with Part VII, Chapter 218, Florida Statutes.
6. Blackstill Lake Road. The parties acknowledge that the agreed methodology and the
associated calculations and analysis forming the basis for determination of the Proportionate
Share Obligation did not take into account the following: (1) the possible need for turn lanes for
safe and adequate ingress/egress at the Project entrances along Blackstill Lake Road; and (2) the
possible need to reconstruct, and potentially widen to current County standards for two-lane rural
roads, the existing two lanes of Blackstill Lake Road contiguous to the Project attributable to
potential structural deficiencies in the sub-base therefor (collectively, the "Excluded
Improvements"). Notwithstanding the foregoing, the parties also acknowledge that such agreed
methodology and the associated calculations and analysis did take into account both the need for
and the cost of widening the existing two lanes of Blackstill Lake Road to four lanes for a length
of 0.2 Miles from CR 50 to the Project Entrance and the cost of certain associated intersection
improvements at its intersection with Old Highway 50. As a result, the parties agree that
responsibility for the Excluded Improvements, if the need therefor becomes applicable, is not
being determined by this Agreement."
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7. Governing Law/Binding Effect. This Agreement shall be interpreted and governed by
Florida law. Each of the parties hereto warrants and represents this Agreement is valid, binding
and enforceable against them in accordance with its terms..
8. Remedies. The parties shall have all rights and remedies provided hereunder and under
Florida law with respect to the enforcement of this Agreement, including an action for specific
performance and such other equitable or injunctive relief appropriate or necessary to enforce this
Agreement. Venue for any enforcement action shall be the Circuit Court in and for Lake County,
Florida.
9. Notice of Default. No party shall be considered in default for failure to perform under
this Agreement until such party has received written notice specifying the nature of such default
or failure to perform and said party fails to cure said default or fails to perform within thirty (30)
days of receipt of said written notice.
10. Notices. All notices which are required or permitted under this Agreement shall be given
to the parties by certified mail, return receipt requested, hand delivery or express courier, and
shall be effective upon receipt when delivered to the parties at the addresses set forth
hereinbelow (or such other address as provided by the parties by written notice delivered in
accordance with this paragraph):
If to Owner: Mr. Richard Gonzalez
Center Lake Properties, LLLP.
C/O Pineloch Management
Attention: Mr. Richard Gonzalez
102 W. Pineloch Avenue
Orlando, Fl 32806
Phone: 407-859-3550
Email: Richard @Pineloch.com
With a copy to: Nicholas A. Pope, Esq.
Lowndes,Drosdick, Doster, Kantor
& Reed, P.A.
215 North Eola Drive
Orlando, Florida 32801
Phone: 407-418-6409
Email: nick.pope @lowndes-law.com
If to the County Engineering Director
Public Works Department
P.O. Box 7800
Tavares, Florida 32778
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(352)483-9045
With a copy to: Sanford A. Minkoff, County Attorney
P.O. Box 7800
315 W. Main Street
Tavares, FL 32778-7800
Phone: (352)343-9787
Email: sminkoff @lakecountyfl.gov
If to the City: City Manager
685 W. Montrose Street
Clermont, Florida 34711
11. Amendments. No amendment, modification or other changes in this Agreement shall be
binding upon the parties unless in writing executed by all of the parties hereto.
12. Successors and Assigns Bound. The rights and obligations contained in this Agreement
shall be binding upon and shall inure to the benefit of the successors and assigns of the City and
the County and any designated successor in title to the Owner with respect to the Project and the
Property.
13. Recording. The Owner shall have the right to record this Agreement in the Public
Records of the County.
14. Effective Date. This Agreement shall become effective upon the date of execution hereof
by the last of the parties hereto.
15. Counterparts. This Agreement may be executed in any number of counterparts, each of
which, when executed and delivered, shall be an original, but all counterparts shall together
constitute duplicates of one and the same instrument.
16. Third Party Beneficiaries. Except with respect to a designated successor or assign of
Owner in and to the title to all or any major portion of the Property, there are no third-party
beneficiaries to this Agreement and no third parties shall have any rights hereunder, including
the right to enforce any of the terms hereof.
15. Public Records. In the event the Owner(or designated successor)elects to complete all or a
portion of the Road Project as provided above, then, pursuant to Section 119.0701, Florida
Statutes, if applicable, the Owner shall comply with the Florida Public Records' laws, and shall:
(a) Keep and maintain public records that ordinarily and necessarily would be
required by the County or City in order to complete the Road Project identified
herein.
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(b) Provide the public with access to public records on the same terms and conditions
that the County or City would provide the records and at a cost that does not
exceed the cost provided for by law.
(c) Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law.
(d) Meet all requirements for retaining public records and transfer, at no cost, to the
County or the City all public records in possession of the Owner upon termination
of the contract and destroy any duplicate public records that are exempt or
confidential and exempt from public records disclosure requirements. All records
stored electronically must be provided to the County in a format that is
compatible with the information technology systems of the County.
Failure to comply with this section shall be deemed a breach of the contract and enforceable as
set forth in Section 119.0701,Florida Statutes.
(SIGNATURES ON FOLLOWING PAGES)
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Agreement between Lake County, Centerlake Properties, LLLP, and the City of Clermont Regarding the
North Hancock Road Right of Way&Proportionate Share Agreement
IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed
in manner and form sufficient to bind them as of the date set forth hereinbelow.
Witnesses: Center Lake Properties,LLLP, a Florida
le a-ew limited liabili imited partnership
(Pr' t Name) 611/1.l S P. dsty By: //— ,1 f
FO
tTdJ, /I.'f By: //tie-Loci./ 41&W EdiCo,2j ,6P
(Print Name) (s.i v��/ Name: � e 5 P C ,
Title: --Petz-s,Oe1r&1
STATE OF FLORIDA
COUNTY OF M41GG
The foregoing instrument was ackRowledged before me this L3//9 day of det4rhi,t,
2013 by 3,6mtS /4?[//&Sd , as eiSy ,oc/i" of /vVg7W./4)4�/n//✓)'G6•9l4
a /r/Dl i DA' (141404/004 the ,: ' ; ' . ..%f 0 i„ ' Walegthis
`,/jQ,D -4,,, /6 ii?io;/dr , on behalf of said corporation and partnership. He is personally known to
Aim; ,p4/0,,tsff OR has produced identification ; type of identification produced
, and did/did not take an oath.
Or. . . i A
(Signature of 4arYfe/
))SUE A.OPATICH t�d� �
�•,a, = Commission#EE 027919 (Typed Name of Notary)
;;.��:; Expires November 12,2014
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My commission expires: 1/-/o?-o20/y
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Agreement between Lake County, Centerlake Properties, LLLP, and the City of Clermont Regarding the
North Hancock Road Right of Way&Proportionate Share Agreement
Vq,�Lti1 1' ,•.
City of Clermont, Florida
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Name: . :�.�. r t\ - r
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ATTEST:''
P ,, •
City Cler
Approv as to Form a • Legality
Cit I.R6orne
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Agreement between Lake County, Centerlake Properties, LLLP, and the City of Clermont Regarding the
North Hancock Road Right of Way&Proportionate Share Agreement
BOARD OF COUNTY COMMISSIONERS
ATTEST: OF LAKE COUNTY, FLORIDA
•
•
Neil Ke. y,- erk of the. L ie ampione, Ch rman
Board of Co ty ' ommis -rs
of Lake County, Florida Dated this2 Z day of d 0A4-Cr. 2013.
Approved as to form and legality:
riki 1 , _
San oo . A. Minkoff
County Attorney
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EXHIBIT LIST
Exhibit A Legal Description--of Black Lake Property
Exhibit B Legal Description--Required Hancock Right of Way
RW—Right of Way Fee Simple
DE—Drainage Easement
TGE—Temporary Grading Easement
Exhibit C Legal Description—Additional Right of Way
Exhibit D Sketch of Owner's Commercial Parcel & Shared Drainage
Facility
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Sheet l of 3
See S&nch or Description
included cs Atuehiten'A'
EXHIBIT A
Center Lake Properties LLLP Commercial Parcel&Shared Drainage Facility
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW iS SIT UATED IN THE COUNTY OF LAKE,STATE OF FL.AND IS
DESCRIBED AS FOLLOWS:
A TRACT OF LAND LYING IN SECTIONS 9.10,15 AND 16,TOWNSHIP 22 SOUTH.RANGE 26 EAST RELNG MORE
PARTICULARLY DESCRIBDJ)AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTERLINES 01 1'HE VACATED RIGHTS OF WAY LYING
t.ORTH ANT WEST OF LOT 36 ACCORDING TO THE PLATOF LAKE HIGHLANDS COMPANY A5 RECORDED
IN PLAT BOOK 3,PAGE 24 OF THE PUBLIC RECORDS OF LAKE COUNT Y.FLORIDA;THENCE SB9'51'12"E,A
DiST?tNCE OF 1814 43 FEET,TO THE WESTERLY RIGHT OF WAY OF THE FLORIDA TURNPIKE;THENCE
S35'3T32"E,ALONG SAID RIGHT OF WAY A DISTANCE OF 3273 71 FEET;THENCE N89'30'35"W,A DISTANCE
0E24.76 FCFT,THENCE S151212"F.,A OISTANCF OF 129.79 FEET.THENCE N54'222.3"E,A DISTANCE 0E20.00
FF1T,THEME S35'3732'E.ALONG SAID RIGHT OF WAY A DISTANCE.OF 1255.25 FEET TO THE POINT OF
CURVATURE OF A NON TANGENT CURVE TO THE RIGI IT,OF WHICH THE RADIUS POINT LIESN00'02'S3'W,
A RADIAL DISTANCE OF 1035.92 FEET:THENCE ULPA R TING SAID RIGHT OF WAY RUN WESTERLY ALONG
THE ARC THROUGH A CENTRAL ANGLE OF 11'$521',A DISTANCE OF 225,96 FEET;`I HENCE:478•0712"W.
A DISTANCE OF 9E80 FEET TO A POINT OF CURVE TO TI IF LEFT HAVING A RADIUS OF 1205 92 FEET AND
ACENTRAL ANGLE OF I8'00'00';THENCE WESTERLY ALONG THE ARC A DISTANCE OF 378.83 FEET:THENCE
$83 5228'W,A DISTANCE OF 80.50 FEET THENCE S06'07'32"E,A DISTANCE OF 120.00 FEET:THENCE N
S3'5223*E,ADISTANCE,OF 8050 FEET TOTIW POINT OFCURVEOFA NON TANGENT CUR VETOTHERIG Tr.
OF WHICH THIE RADIUS POINT U ES S06'U82 I'E,A RADIAL DISTANCE OF 1079.81 FF.EF:THENCE EASTERLY
ALONG THE ARC,THROUGH A CENTRAL ANGLE OF 04'50'23",A DISTANCE OF 91,21 TEEl-;THENCE
500`3275 w,A DISTANCE Or 26 56 FEET;THENCE N11414o1"W,A DISTANCE OF 72.37 FEET TO A POINT OF
CURVE TO THE L131 r HAVING A RADIUS OF 68132 FELT AND A CENTRAL ANGLE OF 25'4432';THENCE
WESTERLY ALONG THE ARC A DISTANCE OF 306.20 FEET TO A POINT OF REVERSE CURVE TO THE RIGHT
RAVING A RADIUS OF 836 52 FEET AND A CENTRAL ANGLE 01.06'03'04";THENCE WESTERLY ALONG THE
ARC.A DIST ANCE OF 88 35 F E.ET,THENCE S75'44.31'W,A DISTANCE OF 11.62 FEET TO A POINT OF CURVE
TOTI IE RIGHT HAVING A RADIUS OF 86823 FEETANDA CENTRAL ANGLE OT 141634";THENCE WESTERLY
ALONG THE ARC A DISTANCE,OF 221.39 FEET;Tlir.NCE 559'38'55'E,A DISTANCE OF 687,00 FEET;THENCE
S00'32`2rw.A DISTANCE OF 1321 37 FEET,THENCE N89'4714'W,A DISTANCE OF 658 44 FEET,THENCE
500'53'05"W,A DISTANCE OF 1250 54 FEET TO1 lih NORTH RIGIfT OF WAY OF OLD HIGHWAY 50:THENCE
`61.22'59'1,ALONG SAID RIGHT OF WAY A DISTANCE OF 478 59 FEET TO A POINT OF CURVETO THE LEFT
11AVU4G A RADIUS OF 1083 00 FEET AND A CENTRAL ANGLE Or 60'33'48".1`HENCE WESTERLY ALONG WE
ARC A DISTANCE OE 1146.34 FEET;THENCE S57'5813'W,A DISTANCE OF 585.43 rarTO A POINT OFCURvE
TWINE RIGHT HAVING A RADIUS OF 967.00 FEET AND A CENTRAL ANGLE OF 34'43'50':THENCE WESTERLY
ALONG THE ARC A DISTANCE OF 586 16 FEET;THENCE N87'1T57'W,A DISTANCE OF 287 931•EET TO A
POINT OF CURVE TO THE LEFT HAVING A RADIUS OF 3533.00 FEET AND A CENTRAL.ANGLE 0E04'5020";
THENCE WESTERLY ALONG THE ARC A DISTANCE OF 29839 FEET.THENCE 587'51'43"W.A DISTANCE OF
835 26 FEET TO A POINT OF CURVE TO 1 HE RIGHT RAVING A RADIUS OF 55200 FEET AND A CENTRAL
ANGLE OF 46'1502'; THENCE WESTERLY ALONG THE ARC A DISTANCE OF 446,07 FEET; THENCE
N45"5015'W,A DISTANCE OP 1156 00 FEET TO A POINT OF CURVE TO THE LIFT HAVING A RADIUS OF
41000D FEET AND A CENTRAL ANGLE OF 0115'38';1HENCE NORTHWESTERLY ALONG THE ARC A
DISTANCE OF 114 06 FEET;T1ILNCE NO3'34'44•E DEPARTING SAID RIGHT OF WAY A DISTANCE OF 1139.62
FEEC;THENCE N 89'5034'1,A DISTANCE OF 33292 FEET;THENCE N00'36'31"E,A DISTANCE.OE 527.19 FLIT
TO THE POINT OF CURVE OE A NON TANGEN C CURVE TO THE LEFT,OF Wt1ICH'I11E RADIUS POINT LIES
Ex.A-Pg. 1
14
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
Sheet 2 of I
See Sketch of Desayneion
Included a3 Auntie:mu"A'
N42'37'S2°E,A RADIAL DISTANCE OF 350 00 FEES;TIIENCI3 SOUTHEASTERLY ALONG THE ARC.THROUGH
A CENTRAL ANGLE OF 24'51'20`,A DISTANCE OF 151.83 FEE1;THENCE S7T 1327"E,A DISTANCE OF 210.58
FEET 1':IF•CF N00-38IrF,A DISTANCE OF 114.24 FEET;THENCF S49'0742'E..A DISTANCE OE4.92 FEET.
THENCE S7 7'00'13"RA DISTANCE 0E106 27 FEET.THE NCE.S66'S3'30"E.A DISTANCE OF97 15 FEET:THENCE
S6938bI"E. A DISTANCE OF 7081 FEET, THENCE S49'1212'E, A DISTANCE OF 93.33 FEET;THENCE
536'0718 1r A DISTANCE OF 4674 FEET; THENCE S78'27'I8"E, A DISTANCE OF 66.02 FEET; THENCE
S34'02'10"F, A DISTANCE OF 10237 FEE,;THENCE 524'13'15"F"A DISTANCE OP 8975 FEET,THENCE
567'3017"E,A DISTANCE OF 120 31 FEET;THENCE N87'22'32-E,A DISTANCE OF 61.07 FEET;THENCE
SOO'4112"W,A DISTANCE OF 41 80 FEET,THENCE N€9'S0'34*F.,A DISTANCE OF 664.04 FEET;THENCE
N00'4526'L A DISTANCE OF 68 04 FEET.THI-NCE S43'2910"E, A DISTANCE OF 482.63 I-EFT.THENCE
S26°3008"F.A DISTANCE OF 231.90 FEET TO A POINT OF C:R VE TO TI I E LEFT f LAVING A RADIUS OF 100.00
FFFT AND A CENTRAI ANGLE OF 50'4 EVE THENCE SOUTHEASTERLY ALONG T1I1:ARC A DISTANCE OF
88.49 FELT;THENCE S77'12@6"E,A DISTANCE OF 160.34 FEET;THENCE S00'42'34"W,A DISTANCE OF 83.58
FEET:THENCE NE9-4924"F.A DISTANCE OF 667.98 FEET.THENCE N00'39'4 1"E,A DISTANCE OP 6%45 FEET
TO THE.POINT OF CURVE OF A NON TANGENT CURVE TO THE RIGHT,OF WIIICI I THE RADIUS POINT ULS
N06'35'37'W,A RADIAL DISTANCE OF 1004 91 FF1;1; THENCE WESTERLY ALONG THE ARC.THROUGH A
CE1 ERAL ANGLE 01.5138'56",A DISTANCE OF 905 89 FEET;THENCE N44'56'40'W.A DISTANCE OF 1075.62
I LET TOA POINT OFCLRvE 10 THE LEFT HAVING A RADIUS OF 1095 92 FEET AND A CENTRAL ANGLE OF
45 CM' `11 ENC'E NORTI Im,ESTERLY A LONG THE ARC A DISTANCE OE 860.7 i 1-EET:THENCE 89.56'31`W.
A DISTANCE OF 28103 FT ET.'IHENCE\00'41'53°F,A DISTANCE or 49.99 FEET;THENCE S69'56'40'F A
DISTANCE OF 280 47 FEET TO THE POIN'1 OF CURVE OF A NON TANGENT CURVE TO1 HE RIGH T.OF WHICH
THE RADIUS POINT 1 IF.S SOIYO9'4S'W,A RADIAL DISTANCE OF 1171.07 FEET;THENCE EASTERLY ALONG
THE ARC,THROUGH A CENTRAL ANGLE OF 18'52'55°,A DISTANCE OF 385.93 FEET,THENCE N00'41'53'E.A
DISTANCE OF 635.73 FEC'l,1HENNCE N89'54• rl3,A DISTANCE OF 66609 FEET;THENCE N001T48'E,A
DISTANCE.OF 2648 07 FEE I T'0 THE POINT'OF BEGINNING.
CONTAINING 592,984 ACRES
NOT INCLUDING A PORTION OF TRACT 13.LAKE HIGHLANDS COMPANY SUBDIVISION AS RECORDED IN
PLAT HOOK 3.PAGE 32,OF THE PUBUC RECORDS OF LAKE COUNTY,FLORIDA.LYING IN SECTION 16.
TOWNSHIP 22 SOUTH,RANGE 26 EAST LYING NORTH OF THE ABANDONED RAILROAD RIGHT-OF-WAY.
LESS THE EAST 75 FEET&LESS THE NORTH 33 15 FEET OF SAID TRACT 13.
CONTAINING 9 014 ACRES
TOGETHER WITH
THAI PORTION OF TRACT 43 AND ITS ADJOINING VACA'T'ED RIGHT OF WAY OF THF.ATLANTIC COASTLINE
RAILROAD COMPANY.S &ST P R.R.-SANFORD TO TRILBY BRANCH AS PER THE RIGHT-OF-WAY AND
TRACK MAP VA LED JUNE 30,1917 LYING 50tH II OFOLD HIGHWAY SO.ACCORD INGTO THE PLAT OF LAKE
HIGHLANDS COMPANY OF FLORIDA,FILED SEPTEMBER I 1 1917 AND RECORDED IN PLAT BOOK 3.PAGE
32 OFTIIE P:,'BUC RECORDS OF LAKE COUNTY.FLORIDA AND BEING MORI-PARTICULARLY DESCRIBLD
AS FOLLOWS'
Ex.A-Pg. 2
15
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
4
Sheet 3 of 3
Sec SI■erdr of Desaipuon
IarInded as Attachment°A°
BEGINNING AT THE SOUTHWEST CORNER OF TRACT 43 ACCORDING TO THE PLAT OF LAKE HIGHLANDS
COMPANY AS RECORDED IN PLAT BOOK 3.PAGE 320F THE PUBLIC RECORDS OF LAKL COLTITY.FLORIDA°
I HENCE.S00.29'26"W ALONG THE WEST LINE OE SAID'I RAC1 FOR A 1)15'1 AN(E OF 11615 FEET TO A POINT
ON 771E SOUTHERLY RIGHT OF WAY LINE OF OLD HIGHWAY 50(A 66 FOOT WIDE RIGIITOFWAY?,TIIf 'CE
DEPARTING SAID WEST LINE OF TRACT 43 AND RUN S45'50'I 5'E ALONG SAID SOTTI LERLY RIGHT OF WAY
FOR A DISTANCE OF 16746 FEET TD THE SOUTH LINE OF TRACT 43:THENCE DEPA R 1'INO SAID RIGHT OF
WAY AND RL-N5119'45'04"E ALONG SAID SOUTH 121.131TETTOTHE
POINT OF BEGINNING.
CONTAINING 0.161 ACRES
LESS AND IDICEPT A PORTION OF BLACKSFILL LAKE ROAD.
CONTAINING 5 081 ACRES
I ESS AND EXCEPT A PORTION OF THE ABOVE-DESCRIBED PROPERTY.WHICH THE PORTION IS KNOWN
AS THE RETAINED PROPERTY UNDER THE TERMS OF THE AGREETIENTANDTO L!L LOCATED EASTOF AND
ADJACENT TO 11th PROPOSED HANCOCK ROAD EXTENSION AND NORTH OF AND AWACENT TO THE
PROPOSED ENTRANT- ROAD OFF or TN! PROPOSED HANCOCK ROAD EXTENSION BEING MORE
PARTICULAR!Y DESCRII)FI)AS FOLLOWS.
CONI M1 ENNCF AT TILL NORTHEAST CORNER OF TRACT V,LAKE HIGHLANDS COMPANY SUBDIVISION,AS
RcCQRDED IN PLAT BOOK 3,PAGE 32.OF THE PUBLIC RECORDS OF LAKE COUNTY.FLORIDA:THENCE
589.50 34-W A LONG THENORTH LINE OF:RACT 27 AND TRACT 26FORADIS TANCFOF9061)6FFETIOTNE
SOL-fHWESI CORNER OF 1 RACT 23A OF SAID PLAT,AND TIM POINT OF BEGINNING,THENCE S5117'56"L
I.ORADISTAsc! O3 186921•t l 1.7HENCES15 3S'15"E,FOR ADISTANCEOF604.251-1.I:rTQA POINT ON THE
NORTHERLY RIGHT OF WAY LINE OF THE PROPOSED ACCESS ROAD,THENCE S74'24'45-W,ALONG THE
NOR MEALY LINE OF THE PROPOSED ACCESS ROAD,FOR A DISTANCE OF 344.32 FEET TO A POINTON THE
EASTERLY RIGHT OF WAY LINE OF THE NORTHERLY EXTENSION OF HANSCOCK ROAD,THENCE ALONG
THE EASTERLY 106111 OF WAY LINE OF THE NORTHERLY EXTENSION OF HANCOCK ROAD Il1E
FOLI OWING COURSES F.16'5I'52-W,A DISTANCE OF46?FEET,THENCE S`3'08'OB"W,ADISFANCEOF12.00
F ELT THENCE N16-51 52-W.A DISTANCE OF 824 78 FEET TO A POINT ON THE NORTH LINE OF TRACT 260F
THE AFORESAID PLAT.THENCE N89'50'34.1,ALONG SAID NORTH LINE,FOR A DISTANCE OF 27517 FEET
10 1 HE POl V I OF BEGINNING
CONTAINING 6 358 ACRES
TOTAL ACREAGE REMAINING IS 572.692 ACRES
TSS Order#13•A21-OverallAcrcageLegal
Prepared Aye
Tinklepau,4h SUA rang Setvkts,Inc Ihu d de%relption and the accompanying dutch or skereher 1u5
850 Cortland Siraae been prepared to accordance with the Standards art forte cr
Sul;2A Chapter 3f-17,1•.A.C,pr.tnsan:to Chapters 177 nod 472.
0 lxrdty Flotrda.128(14 Flan&St tutes Unless er hems rite rrgnt^tre and the ougma!
(41,7)262,957 tailed out of a Florida a cnred n car pr_1 tnappu thin
dr eir6.send.par or map is for Si_formauonat purpues
and in oat rslyd/^ ,
Ex.A-Pg.3 ROBERT W.MONACO, P 5.3.1 0 5980
Date C1L�n8FR_j,' 20Li_
16
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
A lai•
I t. I:111::,
nrr. , . 11 all /ifq il
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— 1 s.i
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J
17
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
i
EXHIBIT'B' Pepe 1 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
HANCOCK ROAD PARCEL Ce hi-j z Lake N H t) } 04"i
NH09 RW-1
That portion of the lands described in Official Records Book 1689,Pages 251 through 254 of the
public records of Lake County,Flonda,and being a portion of Tracts 26,39,42B and the unnamed
road lying between tracts 26 and 39,as shown on the Plat of Lake Highlands Company of Flonda as
recorded in Plat Book 3,Page 32,Public Records of Lake County,Flonda,said Tracts and unnamed
road being vacated per Resolution number 2001-240 as recorded in Official Records Book 2085,
Pages 162 through 169,Public Records of Lake County,Florida,said Tract 26 along with the North
1/2 of the unnamed road being the Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4,Tract 39
and the South 1/2 of the unnamed road being the Northeast 1/4 of the Northwest 1/4 of the
Southwest 1/4 lying North of County Road 50,along with Tract 42B being the Southeast 1/4 of the
Northwest 1/4 of the Southwest 1/4 lying North of County Road 50,all being in Section 16,
Township 22 South,Range 26 East,Lake County,Florida,more particularly described as follows.
Commence at Lake County GPS Control Station,Designation LK 160,as shown on the Lake County
Geodetic and Benchmark Densification Project 2002 Record,dated March 20,2002 and on file with
Lake County Public Works;Thence run on a bearing related to Florida State Plane Coordinates,East
Zone,N 07°22'54"E a distance of 302.84 feet to the Northwest Corner of said Section 16;Thence
Run S 89°56'30"E along the North line of the Northwest 1/4 of said section 16,a distance of 44.38
feet to the proposed centerline of construction of Hancock Road,said point being situated on a curve,
concave to the Northeast and having a radius of 2083 48 feet,to which a radial line bears S
79°58'34"W;Thence run along said proposed centerline of construction the following two courses,
Southeasterly along the arc of said curve through a central angle of 06°50'26",an arc distance of
248.74 feet to the Point of Tangency;Thence run S 16°51'52"E a distance of 1830.20 feet to the
North line of Tract 25 of said Plat of Lake Highlands Company of Florida,said line also being the
North line of the Southwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16;Thence
departing said proposed centerline of construction run along said North line N 89°59'02"E a distance
of 7.32 feet to the Northwest Corner of said Tract 26,also being the Northwest corner of the
Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16,said point being the Point
of Beginning;Thence continue N 89°59'02"E along the north line of said Tract 26,said line also
being the North line of the Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section
16,a distance of 60.60 feet to a point that is 65.00 feet Easterly,when measured at right angles,from
said proposed centerline of construction;
CERTIFIED SHEET 1 OF 13 =urn OP DBSCRIPTIDR
�°TIP4 MO•IS-t t T 22 L A m[
T Y UN:INTERNATIONAL • . _ ua mw1tMOM
LAKE COUNTY BOARD OF COUNTY COMMISSIONERS mow.. Hoc=WAD ISIAIIINUNT
t<S 74M,∎=' i WWI Y&Iii?T to L I ffi t
61E-1=I ■IMMIte■IL y.
?1; DATE 2-44-,3
JAMES M STRAUGH ItkOFESSIONkt SURVEYOR do MAPPER d.m.�;•�
FLORIDA REgis5 N SSd� -+ ; m■Imi
18
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT`B' Page 2 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
eedt44 Lake J flog- g w"I
Thence run S 16°51'52"E parallel to said proposed centerline of construction a distance of 830 77
feet Thence run N 73°08'08"E a distance of 12.00 feet to a point that is 77 00 feet Easterly,when
measured at nght angles,from said proposed centerline of construction;Thence run S 16°51'52"E
parallel to said proposed centerline of construction a distance of 520.00 feet;Thence run S
73°08'08"W a distance of 12 00 feet to a point that is 65.00 feet Easterly,when measured at nght
angles,from said proposed centerline of construction;Thence run S 16°51'52"E parallel to said
proposed centerline of construction a distance of 331.26 feet to the Point of Curvature of a curve
concave to Southwest and having a radius of 11,524.16 feet;Thence run Southeast along the arc of
said curve that is concentric to said proposed centerline of construction,through a central angle of
00°08'05"an arc distance of 27.10 feet to the North Right of Way of Old County Road 50,as
recorded in Official Records Book 2732,Pages 608 through 611,Public Records of Lake County,
Honda,said line being 75.00 feet Northeasterly,when measured at right angles,from the
centerline of Old County Road 50,as shown on the Right of Way and Maintenance Map,as
recorded in Lake County Maintenance Map Book 9,Pages 1 through 27,Public Records of Lake
County,Flonda,Thence run N 45°41'18"W along said North Right of Way line a distance of
248.83 feet to a point that is 55.00 feet Westerly,when measured at nght angles,from said
proposed centerline of construction,said line also being the Easterly line of the Florida Power
Corporation Transmission Line easement,as recorded in Official Records Book 360,Pages 760
through 765,Public Records of Lake County,Flonda;Thence run N 16°51'52"W parallel to said
proposed centerline of construction and along said Easterly easement line a distance of 473 44
feet;Thence run N 61°51'52"W a distance of 48.08 feet to a point that is 85 00 South,when
measured at nght angles,from the proposed centerline of construction of Old County Road 50
extension;Thence run S 73°08'08"W parallel to said proposed centerline of construction a distance
of 88.00 feet to the Point of Curvature of a curve concave Northerly and having a radius of 903 51
feet;Thence run Westerly along the arc of said curve that is concentric to said proposed centerline
of construction,through a central angle of 08°14'29"an arc distance of 129.96 feet to the West
line of aforesaid Tract 39,said line also being the West line of the aforesaid Northeast 1/4 of the
Northwest 1/4 of the Southwest 1/4;Thence rim N 00°33'59"E along said West line a distance of
152.35 feet to a point that is 65.00 feet North,when measured radially,from the proposed
centerline of construction of Old County Road 50 extension,said point being situated on a curve
concave Northerly and having a radius of 753 51 feet,to which a radial line bears S 10°28'24"E,
Thence run concentric to said centerline of construction,Easterly along the arc of said curve
through a central angle of 06°23'28"an arc distance of 84.05 feet to the Point of Tangency,Thence
run N 73°08'08"E parallel to said proposed centerline of construction a distance of 88 00 feet;
SHEET 2 OF 13 SKIIIC"OF DECEPTION
aNOO.oaoo rw w- -
HAM=DUD UAIDYMDR
a,.. =BON 611&100 rt2fi ti9t
■111/E■IIMINI Mods Nunn n....as
O/000r
19
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Paste 3 of 45
SKETCH OF DESCRIPTION
•
(NOT A FIELD SURVEY)
t-eAttt t-ar ka. PO Q- r?w-f
Thence run N 28°08'08"E a distance of 48.08 feet to a pomt that is 55.00 feet Westerly,when
measured at right angles,from aforesaid proposed centerline of construction of Hancock Road,
said line also being the aforesaid Easterly lme of the Honda Power Corporation Transmission
Line easement;Thence run N 16°51'52"W parallel to proposed centerline of construction and
along said Easterly easement line a distance of 621.82 feet to the West line of said Tract 26,
said line also bemg the West line of the aforesaid Southeast 1/4 of the Southwest 1/4 of the
Northwest 1/4;Thence run N 00°44'15"E along said West line a distance of 205.03 feet to the
Point of Beginning.
Containing 229307.416 square feet or 5.264 acres more or less
SHEET 3 OF 13 SKETCH Or DIECRIPTION
w 9( g.'s U t ih1T.T 9 .II 16[
RAM=ROAD RiAIJ016101t
�n�l��-•-��'=� �Wil 69&1619 T YE 6 R Wit
t;-^-77-�IIt- -■
IAMB
20
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
r -
EXHIBIT'B' Pape 4 of 45
SKETCH OF DESCRIPTION
16-22-26
(NOT A FIELD SURVEY) r
i tRw+Vz.w
\ C-etito,L Lake 14 0014 Rig-t
BEARING REFERENCE �a`T. N UNE OF NW 1/4
SEC 16-22-26
I PGNIT GF R-20�OHT-6 Y4562
POINT OF---"' TANGENCY [71.241.59'131e-5132619'E
COMMENCEMENT 4438
LK 160 8 7
GRID N 1547699.631
GRID E 423966 397 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LATITUDE 21•34'42.271•
LONGITUDE. -81.4314 477-
CONVERGENCE-020'45 93' 10a
SCALE FACTOFI 1 DOOODE
9
NOTES: "-
I REPRODUCTIONS OF 7765 SKETCH ARE NOT VALID UNLESS lob
THEY BEAR THE SIGMA TUNE AND ORIGINAL RAISED SEAL OF 70'."'A,
A FLORIDA LACENSED SURVEYOR AND MAPPER
2 BEARINGS SHONTV HEREON ARE FLORIDA STATE PLANE
COORDINATE EAST ZONE BASED ON LAKE COUNTY CONTROL 1 NOT TO
STADON�S LX 160 AND LK 161
.5 THE LEGAL DESCRIPTIONS HERE PREPARED BY THIS RTLV s 23b SCALE {
AT THE CLIENTS NEWEST AND ARE BASED UPON
s
INFORMATION PROVIDED p, 22
4. THIS SURVEY MEETS ALL APPLICABLE REOIRREMENTS OF `a
THE FLORIDA MINIMUM TECHNICAL STANDARDS AS 24 P.O.B.
CONTAINED IN CHAPTER 5.1-17051 FAG NH09-RW1
H
5. THIS SCETC WAS PREPARED FOR DESCRIPAON PURPOSES (SEE SHEET 5)
ONLY AND DOES NOT REPITESENT A FIELD SURVEY. Q1
6 DESCRIPTION��LEGAL WAS TAKEN FROM A RECORD 65• 1 ��GNL.ANORID
sawn: JOB NUMBER 091007000C PERFORMED BY THIS Nag 02 E I LA.£NY OF 32)
FIRM FOR T Y UN INTERMA TIONAL AND LAKE COON 1Y 732
DATED APRIL 17,2012 1 CiOro g3. QG
7, THE MAP AS SHEIKH ON PAGES 5 INROUG7f ID ARE \ (P 27
IN TENDED TO BE DISPLAYED AT A SCALE OF 1/30 OR
SMALLER
a HORIZONTAL DATUM SHOW HEREON IS IN U S FEET WEST 1/4 SEC.CORNER 1 UNNAMED
SEC.16-22-26 \ �//ROAD
PROPOSED CENTERLINE as
CONSTRUCTION FOR OLD /COUNTY ROAD 50 CXTENT1ONN T
EIDSDNG OLD C.R 5D 40a `
LEGEND:
40b
5/5 RIGHT-OF-WAY
SEC SECTION
SEC 29-19-27 SECTION 29.TOWNSHIP 19 SOUTH,RANCE 27 EAST 42b
LB PROFESS VIAL BUSINESS <,�
P41 PROFESSONAL SURVEY/MAPPER �,v
PC POINT OF CURVATURE 48
STA. STATION 41 42a ,',i.
ORB OFFICIAL RECORD BOOK .
PG PACE
LI RADIUS SHEET 4 OF 13 .' =CH OP UBCIBPTIDN
L LENGTH °. gcmws MCs 2.275 A
LIAa,A R OlM NAN
TAN TAN TENT AB AI COMA o®
EN CHORD ere Ni camN Nao.o IA-..p KA4O=MAD 96AIJWOINIT
PM AMA7 RA AN R as 69.1109 N R ILIT T M IL R 28 I
CHB CHORD BEARING PM n, IN RA AM
MAT EASEMENT rt a I Iua 411wsesssa■ s
PRC POINT OF REVERSE CURVE
mm.e
` m.
21
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
•
EXHIBIT'S' Paste 5 of 45
•
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Gevct-et 1.4. -E NHoq -20)-1
(SEE SHEET 4)
\ ' P.O.B.
Nft09—RW1
NW CORNER OF TRACT 26
ALSO NW CORNER SE 1/4 OF SW 1/4
I
OF NW 1/4 SEC. 16-22-26
60 60'
NB 9.59'02"E TRACT 238
— — TRACT 2� �� TRACT 26 —
TRACT 25 -A 504174 LINE TRACT 26
' ALSO NORM UNE OF SE 1/4
of sW 1/e of Nw 1/a
SEC 16-22-26
1,
TRACT 26
LAKE HldfLANDS COMPANY
1 (PE JPCJ2)
1 1/2 TRACT 25 \ H
LAKE IICHLANDS COMPANY
MaJPCJ2J 'p
cN
U
NH09
p RW-1
WEST LINE TRACT 26 S9.
ALSO NEST LINE OF SE 1/4 . kri
OF SW 1/4 OF NW 1/4 C'
SEC. 16-22-25 a 00
e -1Z
Og pr
9, 6S
AI
(SEE SHEET 6)
SHEET 5 OF 13 7°'OF 0°"
s ffCiws!-fat-n t 22 N.■aI
1 inch = 30 ft � � t.a ��
,�.—� Rewoea 5616 OLWO ENT
Jo D IS 30 ^� 8 51DN 6A a MIT?a&6 26 8
ilMill BDDDDT�
ill- 666666)•
GRAPHIC SCALE 1
22
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'S' pane 6 of 45
•
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
uxtek t-a a Nils 4 £w4
(SEE SHEET 5)
_ _ _
1 A-A
`A-A
1 S
WEST UNE TRACT 25\,
U
ALSO WEST UNE Or
SE 1/4 Cr SW 1/4
Or NW 1/4
SEC 16-22-26
NH09 ��°,
MN' \-1 .
0 Tn
ri to N N Na '7��QQ
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23
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT B'
. Pane 7 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 6) Centac Cake NHo4 Cu)-I
—gam — — ---
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LAKE PMSNLMUDS COVPANr
(PH J PC 3.2)
EASTERLY UNE FLORIDA
POWER CORP 1RAN9SSSION
LINE MAT
(ORB 360 PO TBO-765)
65
K1 I fON ��
(SEE SHEET a)
SHEET 7 OF 13 B�1Cx OF DESCRIPTION
1 inch = 30 ft -, z1 - -- I "SCRIMS wa�s�4 L•CO C
r-rT�X31 '��� ruI I MAD®L OmR
aD O IS 30 pig
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GRAPHIC SCALE Its =._. v
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24
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Pace 8 of 45
' SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 7) oedt"- k Lo-�Ge tJ Ko ct (2 W`I C-7 —
"4,44,111k
S
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o ` „iiiil.,k
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PLAT OF LAKE HIGHLANDS
COMPANY PLAT BOW(]'PACE 32 ` 714.9 ,E = -
SURI/CYOR'S NOTE
— ... ......N.Ttl
THIS ROAD WAS VACATED PER
ORB 20E15 PG 152-169
E-W RIO SECTION UNE 'O -- —
SEC IS-=-26 INNHO9 p
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GRAPHIC SCALE °.�: "`
25
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
;EXHIBIT�'B'
- 'Pane 8'of'45_
SKETCH OF DESCRIPTION -
(NOT A FIELD SURVEY)
C2rtkl k Lake N4ct kw-1
(SEE SHEET 8)
V—D —N.,‘„,...,,9 t2 0o
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26
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' rage 10 of 46
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Genf LOk..4._ NHOq Rw—'
(SEE SHEET 9)
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SHEET 10 OF 13 ' '0?DESCRIPTION
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GRAPHIC SCALE == � -°
27
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Pane 11 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 10) t ent:ec. a NF}oq RI"
— _- — NI 1 1 ii- illibiol•.i 1 1 i 0 7 iii I 4 0 6..— 74 0 ii,, -r -
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TRACT 42B ;�
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GRAPHIC SCALE =---=z'
28
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'S' Pape 12 of 45
•SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
EASTERLY LINE FLORIDA POWER
CORP TRANSIISSION LINE ES IT GenteA LCA di(04-RU)-I
(ORB 360 PG 760-765) (SEE SHEET 11)
Lac r- — + -
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GRAPHIC SCALE --°.
29
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
;EXHIf31T'B'_, f?age f of 45
SKETCH OF DESCRIPTION' +
(NOT A FIELD SURVEY)
(SEE SHEET 9)
1 —1
\ R=753.51' ,
\ 6=6-23.213" a X08
\ L.484 05' N 3
,n \ TAN=42 07'
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q I \ CH=84 Ol' TANGENCY
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WEST UNE TRACT 39 L=129 96' TAN-65 09'
ALSO WEST uNE OF NE 1/4 CH=129 85' CHB-N77'15'23"E
OF NW 1/4 OF SW 1/4
SEC 15-22-E6 , 1
SHEET 13 OF 13 s�tcH OF DESCRIPTION
1 Inch = 30 (L .. r ate eoa 9-9 la s9-n,t u I.n m e
4wR WART.PLOW"
tutee mao ee►toa�rt
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GRAPHIC SCALE
30
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Page 14'of 45,
R£ SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
• HANCOCK ROAD PARCEL C,enaPA ta.tt.. tN 1 Oq gw-;
NH09 RW-2
0.
That portion of the lands described in Official Records Book 1689,Pages 251 through 254 of the Public
E. Records of Lake County,Florida,and being a portion of Tract 43 and the North 1/2 of the unnamed road
lying South of Tract 43 as shown on the Plat of Lake Highlands Company of Florida as recorded in Plat
• Book 3,Page 32,Public Records of Lake County,Florida,said Tract 43 being vacated pet Resolution
o number 2001-240 as recorded in Official Recoids Book 2085,Pages 162 through 169 and the unnamed
2 road being vacated per resolution as recorded in Official Records Book 1026,Pages 1260 through 1270,
z both being in the Public Records of Lake County,Florida,and being the Southwest 1/4 of the Northeast 1/4
F. of the Southwest 1/4,less the Right of Way for Old County Road 50 as shown on the Right of Way and
• Maintenance Map,as recorded in Lake County Maintenance Map Book 9,Pages 1 through 27,Public
$ Records of Lake County,Florida and the Right of Way of the A C L.Railroad,as shown on the Right of
E, Way and Tract Map,Atlantic Coast Line R.R Co,S &St.P.R R-Sanford to Trilby,Station 1900+80 to
„ Station 2112+00,dated June 30, 1917,in Section 16,Township 22 South,Range 26 East,Lake County,
Florida,more particulaily described as follows
0- Commence at Lake County GPS Control Station,Designation LK 160,as shown on the Lake County
y Geodetic and Benchmark Densification Project 2002 Record,dated March 20,2002 and on file with Lake
• County Public Works,Thence run on a bearing related to Florida State Plane Coordinates,East Zone,N
07°22'54"E a distance of 302 84 feet to the Northwest Corner of said Section 16;Thence Run S 89°56'30"E
3' along the North line of the Northwest 1/4 of said section 16,a distance of 44.38 feet to the proposed
wed terlme of construction of Hancock Road,said point being situated on a curve,concave to the Northeast
c and having a radius of 2083 48 feet,to which a radial line bears S 79°58'34"W;Thence run along said
proposed centerline of construction the following four courses,Southeasterly along the arc of said curve
through a central angle of 06°50'26",an arc distance of 248 74 feet to the Point of Tangency,Thence run
S 16°51'52"E a distance of 3531.92 feet to the Point of Curvature of a curve concave to Southwest and
c' having a radius of 11,459.16 feet,Thence run Southeast along the arc of said curve,through a central angle
S of 01°11'49"an arc distance of 239.37 feet to the Point of Reverse Curvature of a curve concave to the
Northeast and having a radius of 11,459.16 feet:Thence run Southeast along the arc of said curve,through
= a central angle of 00°22'51"an arc distance of 76.17 feet,Thence departing said proposed centerline of
construction of Hancock Road,run N 73°57'06"E along a radial bearing a distance of 68 19 feet to the
zi abandoned Southeily Right of Way line of the A C.L Railroad,as shown on the Right of Way and Tract
r, Map,Atlantic Coast Line R.R.Co,S &St P R R-Sanford to Trilby,Station 1900+80 to Station
2112+00,dated June 30,1917,said point being the Point of Beginning;Thence run S 45°53'04"E along
said Southerly Right of Way line a distance of 115.55 feet to the centerline of said unnamed road,Thence
departing said Southerly Right of Way line run N 89°54'00"W along said centerline a distance of 83.92
`° feet to the West line extended South of said Tract 43;Thence run N 00°41'08"E along said West line and
cSoutherly extension a distance of 80 29 feet to the Point of Beginning
• Containing 3368 923 square feet or 0 077 acres more or less
CERTI D T0:'.' SHEET 1 OF 3 ' =CH of DESCRIPTOR
'�' dell 7�T.Ih w aa°DON!a-.•fa-17 7 22 5. va E
I TY;LIN`INTERNATIONAL`'. WY mart.mint
Pi LAKE COUNTY BOARD OF COUNTY COMMISSIONERS '10°":„i m,m ao'00°0,��xxm uri nw. WE=MID RELIKO0a9R
wE w/4A4 •c•xa an as !MMO as a UP?E2 taus
i BUM an Is /1.2.eowo
weans
e - DATES •/J nor ay. D.0 t J'
U
AMES M STRAUGHAN ROFESSIONAL SURVEYOR & MAPPER '
U FLORIDA REGISTRATI NO 5309
-'
31
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
PI EXHIBIT'B'
o SKETCH OF DESCRIPTION Pas�e15of46
16 CORNER
16-22-28
3 (NOT A FIELD SURVEY) ...to
t (Rt
5/9�j4
--
n
■ .b
°1 BEARING REFERENCE A.,4� N. LINE OF NW 1/4
'�' IG� SEC 16-22-25
31 PgNT OF 5-2083 48 8=6'50'28"
TANGENCY L'.24674'TAN-124 52
POINT OF S8936'SP"E CH-24659'CHB-5132639-E
o COMMENCEMENT 4438
m LK 160 1 8 7
I MD N 1543699 831
GRID E 423986 597 1 I t 1 1 I l 1 1 1 1 1 1 I II I III I II II I I
K LATITUDE 28'34 42 271"
Q, LONGITUDE -8V43'24 47r
o CONVERGENCE-0'2D'45 93" 1 Vy 1Oa
T
ill SCALE FACTOR 1000003' O
8
O ‘11 NOTES: 9 1I"
9 NOT TO
0 I REPRODUCTIONS OF THIS SKETCH ARE NOT VAUD UNLESS 1 lOb SCALE BEAR PIE SIGNATURE AND ORIGINAL RAISED SEAL OF
0 m A FLORIDA LICENSED SURY£Y1714 AND MAPPER, s
0 BEARINGS SHOWY HEREON ARE FLORIDA STATE PLANE 1
' COORDINATE EAST ZONE BASED ON LAKE COUNTY CONTROL 23b 23a
• STATION'S LK 160 AND LK 161 0
w ✓ THE LEGAL DESCRIPTIONS HERE PREPARED BY THIS FIRM
24 A
2 AT THE CLIENT'S REQUEST AND ARE BASED UPON /I KC-VIj00 Pf4ORIDA
a INFORMATION PROVIDED
O 4 THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS �apto pG 32
x THE FLORIDA MINIMUM TECHNICAL STANDARDS AS GOT' (03.
2 CONTAINED IN CHAPTER 5J-17 051 FAC
i 5. THIS SKETCH WAS PREPARED FOR DESCR/P17011 PURPOSES 25
ONLY AND DOES NOT REPRESENT A AELD SURVEY 27
a. 6 1NFORMATTON USED IN THE PREPARAROW OF THIS SKETCH
WEST 1/4 SEC CORNER 28 UNNAMED
L) OF DESCRIPTION AND LEGAL WAS TAKEN FROM A RECORD SEC- 16-22-26 ROAD
SURLY. JOB NUMBER 091007 0000. PERFORMED BY THIS
FIRM FOR TY LAY INTERNATIONAL AND LAKE COUNTY _PCONsSTRRUCTION FORROU 1 ' 1
O DATED APRIL 17.2012 COUNTY ROAD 50 EXTENT ON
EXISTING OLD C R 50 40a-\ _' ,
0 1 99
0 36
a° 7. THE MAP AS SHOWN ON PAGE 3 IS UNTENDED TO BE g�
DISPLAYED AT A SCALE OF 1/30 OR WALLER. 40b 'A. B
o 8. HORIZONTAL DATUM SNOINV HEREON IS IN U.S FEET
I - c
�S ..
R-11459.18'0-111'49' ' Q1
Z L-259.37'TAN■119.66' '� 1
I C-2393r gii3N1815'57-W 40
o LEGEND: 41 B 43
o I \42a RADIAL LINE
0 9T9 RIGHT-OF-WAY 5-1146916'b.02Y51- ,' N73'5'S7'Og8'E VC SEC SECTION L-7517 TAN-3809'
SEC I6-22-26 SECTION 16,TOTMSIIF 22 SOUTH,RANCE 26 EAST O1-1■76,17 116■51531'21rE
10 LB LICENSED BUSINESS 1,
^I PSY PROFESSIONAL SURVEY/MAPPER 54A
O 55 PC POINT OF CURVATURE P O.B.
03 STA STATION 56 11H09—RW2
GINS OFFICIAL RECDRD BOOK SEE SHEET 3) 1
U PC PAGE
A RADIUS SHEET 2 OF 3 RETCH OF DESCRIPTIi1N
Cl L LENGTH N 4EC11 14 5-4&14-17.T 2 Q A 44 C
04117 LT.n Yid C4.4R1/LOMA
fj TAN TANGENT r®ma _____4 HAMM ROM] ax
CH CHORD 4 O01°0p°
4Rl[ 4 4 44 4R >ID.1g11 60&L419 5 ET 8.R PD 6
t CIO CHORD BEARING muw en 41s FM _
MIT EASEMENT AMMO DM ,q;x�
Z. PRC POINT OF REVERSE CURVE
CC
�
C ..` ,.
C �`
J
C-
32
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'S' Pape 1 6o 45
SKETCH OF DESCRIPTION
6
s (NOT A FIELD SURVEY)
El
n
\ I
♦ 4
p■
3 4 \ tj ~
C \ \
cs 0_ ` \ 1 it
ell ► \ \\ \
m \ Okp9 31� \ I\
a PRG gIA $O \` \ \ \
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o
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N. \
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a
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a \ I P.O.B :\\\\ et;
0
NHO9—R
c ✓ 685�'06 Rp91A y \ b�Aµ,\ \tAxE TRACT 43 COMPANY
C
U N?3 0 % g ti )\ 'f (P8 3 RC J�
b m� �'? I\ ��`
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CO VS V 19, o
9
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c VI TRACT 42A 4, `{7
c �\\
I - _ ,�!
t
3 A -A CI,
♦ \
I-I - - - N8 8915.49 00 W -�
• PISA DATA
196+69 69 OLU OED ROAD VAC-TED PER 83.92'
C DELTA = 1' 11'49"tRT UTI019 ORB 10�C6,P1 1280-127 \
/ 0---IT 30'-0
T 119 69 TRACT 55 1 TRACT 548 \O
1O R = 11,45916 �I 1 SOUTH LINE OF THE N 1/2 OF �y
,I PC STA = 197+70 00 Q Q THE SW 1/4 SEC 16-22-26 0,�
o I PT STA = 200+09 37 I♦t 1
I 1
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t ova m/u/n om®mt an TWA 40 t An T as a B 25 3 ,
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oMMO 1 wx =cm mum ma nn nl �q `er-
GRAPHIC SCALE
o . i
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33
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B'
Pas�e�l �of'a6�
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
& a. Lake N do q BE-1
HANCOCK ROAD PARCEL
NH 09 DE-1
That portion of the lands described in Official Records Book 1689,Pages 251 through 254 of the public
records of Lake County,Florida,and being a portion of Tracts 26,39,42B and the unnamed road lying
between tracts 26 and 39,as shown on the Plat of Lake Highlands Company of Flonda as recorded in Plat
Book 3,Page 32,Public Records of Lake County,Florida,said Tracts and unnamed road being vacated per
Resolution number 2001-240 as recorded in Official Records Book 2085,Pages 162 through 169,Public
Records of Lake County,Flonda,said Tract 26 along with the North 1/2 of the unnamed road being the
Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4,Tract 39 and the South 1/2 of the unnamed road
being the Northeast 1/4 of the Northwest 1/4 of the Southwest 1/4 Iymg North of County Road 50,along with
Tract 42B being the Southeast 1/4 of the Northwest 1/4 of the Southwest 1/4 lying North of County Road 50,
all being in Section 16,Township 22 South,Range 26 East,Lake County,Florida,more particularly described
as follows
Commence at Lake County GPS Control Station,Designation LK 160,as shown on the Lake County Geodetic
- and Benchmark Densification Project 2002 Record,dated March 20,2002 and on file with Lake County
Public Works,Thence run on a bearing related to Florida State Plane Coordinates,East Zone,N 07°22'54"E a
distance of 302.84 feet to the Northwest Corner of said Section 16,Thence Run S 89°56'30"E along the North
hue of the Northwest 1/4 of said section 16,a distance of 44.38 feet to the proposed centerline of construction
of Hancock Road,said point being situated on a curve,concave to the Northeast and having a radius of
2083 48 feet,to which a radial line bears S 79°58'34"W;Thence run along said proposed centerline of
construction the following two courses,Southeasterly along the arc of said curve through a central angle of
0690'26",an arc distance of 248.74 feet to the Point of Tangency;Thence run S 16°51'52"E a distance of
1830.20 feet to the North line of Tract 25 of said Plat of Lake Highlands Company of Florida,said line also
being the North line of the Southwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16;
Thence departing said proposed centerline of construction run along said North line N 89°59'02"E a distance
of 7 32 feet to the Northwest Corner of said Tract 26,also being the Northwest corner of the Southeast 1/4 of
the Southwest 1/4 of the Northwest 1/4 of said Section 16,Thence continue N 89°59'02"E along the north line
of said Tract 26,said line also being the North line of the Southeast 114 of the Southwest 1/4 of the Northwest
1/4 of said Section 16,a distance of 60 60 feet to a point that is 65.00 feet Easterly,when measured at right
angles,from said proposed centerline of construction,Thence run S 1691'52"E parallel to said proposed
centerline of construction a distance of 308 19 feet,for the Point of Beginning;Thence run N 73°08'08"E a
distance of 20 00 feet to a point that is 85 00 feet Easterly,when measured at right angles,from said proposed
centerline of construction,Thence run S 16°51'52"E parallel to said proposed centerline of construction a
distance of 522 58 feet,Thence run N 73°08'08"E a distance of 12.00 feet to a point that is 97 00 feet Easterly,
when measured at right angles,from said proposed centerline of construction;
Sdit ,/,
weJ•
CERIIMDTtTO:, SHEET 1 OF 10 SIDPRAI°P DISCRIPTION
T Y LIN INTERNATIONAL =TOM 8-9 111-11,T 22 L 11 111
S W t wa*LIR ram.
LAKE COUNTY BOARD OF COUNTY COMMISSIONERS mr." a. ems[[aow eu5Mmr
"tea:•-211;1 -MMM Boom[UaionTaaa®S
—
DATE,2-'4-el =
AMES M STRAUCHAN- ROFESSIONAL SURVEYOR &MAPPER
FLORIDA RECISTRA NO 5309 mmoommmmmmommommmmol
34
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT`B'
SKETCH OF DESCRIPTION Pape 18 of 45
(NOT A FIELD SURVEY)
cenfe" take_ NtfDq D1 -t
Thence run S 16°51'52"E parallel to said proposed centerline of construction a distance of 520 00 feet,
Thence run S 73°08'08"W a distance of 12 00 feet to a point that is 85 00 feet Easterly,when measured
at right angles,from said proposed centerline of construction,Thence run S 16°51'52"E parallel to said
proposed centerline of construction a distance of 331.26 feet to the Point of Curvature of a curve
concave to Southwest and having a radius of 11,544 16 feet;Thence run Southeast along the arc of said
curve that is concentric to said proposed centerline of construction,through a central angle of 00°18'49"
an arc distance of 63 19 feet to the North Right of Way of Old County Road 50,as recorded in Official
Records Book 2732,Pages 608 through 611,Public Records of Lake County,Honda,said line being
75 00 feet Northeasterly,when measured at right angles,from the centerline of Old County Road 50,as
shown on the Right of Way and Maintenance Map,as recorded in Lake County Maintenance Map Book
9,Pages 1 through 27,Public Records of Lake County,Honda;Thence run N 45°41'18"W along said
North Right of Way line a distance of 41 19 feet to a point that is 65 00 feet Easterly,when measured
radially,from said proposed centerline of construction,said point being situated on a curve concave to
the Southwest and having a radius of 11,524 16 feet,to which a radial line bears N 73°16'13"E;Thence
run Northwest along the arc of said curve that is concentric to said proposed centerline of construction,
through a central angle of 00°08'05"an arc distance of 27.10 feet to the Point of Tangency,Thence run
N 16°51'52"W parallel to said proposed centerline of construction a distance of 331.26 feet,Thence run
N 73°08'08"E a distance of 12 00 feet to a point that is 77 00 feet Easterly,when measured at right
angles,from said proposed centerline of construction,Thence run N 16°51'52"W parallel to said
proposed centerline of construction a distance of 520 00 feet,Thence run S 73°08'08"W a distance of
12 00 feet to a point that is 65 00 feet Easterly,when measured at nght angles,from said proposed
centerline of construction,Thence run N 16°51'52"W parallel to said proposed centerline of construction
a distance of 522 58 feet to the Point of Beginning
Containing 28380 008 square feet or 0 652 acres more or less
SHEET 2 OF 10 8Ptcii OF=mom
w°E°'" t°-IT r i]0."'"
r.r.>.. ua tTfM'L rum.
RCT3i7_�� "- LT�m auws RO O mum=
wirma■n4‘♦
=CDR aQ a a., T tY a R ii i
t'*"'��•I'aJ..
IRS .-was
emu u rya
Ir
35
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBITS' Page 11 of 45
' SKETCH OF DESCRIPTION c.
(NOT A FIELD SURVEY) /(RAc,,,o-W
\s/4. Un1-.et take fJ4 oCt D E-I
BEARING REFERENCE tr';e`� NE OF NW 1/4
is-
SEC.15-22-28
1
e POINT OF 8.2083 B 0"650'26'
POINT OF---"- TANGENCY X2465K?CN13.513'26'391
COMMENCEMENT a435
U< 160 B 7
GRID N 1543699 631
GRID E4239156.597 I I I I 1 1 I 1 1 I I 1 I I I I I I 1 I 1 1 1 I 11 1
LATITUDE. 28'34'42.279
LONGITUDE —6143'24.47T 10a
CONVERGENCE.—020'45.93'
S
et CALE FACr1R,OOOODS £ NI�NF A� 4Dp
rA 9
t_ I OG32)
C 'pg3. P
NOTES: 1ob
t.
1 REPRODUC1ONS OF THIS SKE7EH ARE NOT VALID UNLESS
THEY BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL
A FLORIDA uCENSED SJRVE'1UR AND MAPPER
2 BEARINGS SHOWN HERE094 ARE FLORIDA STATE PLANE ‘711,1‘ NW CORNER OF TRACT 26 NOT TO
COORDINATE EAST ZONE BASED ON LAKE COUNTY CONTROL ALSO NW CORNER SE 1/4 OF SW SCALE STATION'S LK 160 AND LK 161 1/4 OF NW 1 4 SEC. 16-22-26
3. THE LEGAL DESCRTPDONS HERE ARE Br THLs FIRM yL$ .2 23 I 22
AT THE CLIENT'S REQUEST AND ARE BASED UPON A
JNFORMATIDY PROVIDER 24 b
4. THIS SURVEY MEETS ALL APPLICABLE REOUIRENENTS OF N69'59'021
THE FLORIDA MINIMUM TECHNICAL STANDARDS AS CI, 60.60' I
CONTAINED IN CHAPTER 5J-17 051 FAC N UNE TRACT 25 51651.3Y'E
5. INS SKETCH WAS PREPARED FOR DESCRPTIOV PURPOSES �4 306.119
ONLY AND DOES NOT REPRESENT A FIELD SURVEY N LINE SW 1/4 OF SW 1/4 .. B5' P 0.B
PR
6 INFORMATION USED IN THE EPARA7IOV OF THIS SKETCH NW t/0.SEC 16-22-26
OF DESCRIPTION AND LEGAL WAS TAKEN FROM A RECORD N89'59Q2 E l (SEE SHEET 4)
SURVEY, .ADB NUMBER 091007 0000, PERFORMED BY THIS 7 32 \FIRM FOR T Y UN INTERNATIONAL AND LAKE COUNTY 26 27
DATED APRIL 17, 2072
7 THE MAP AS SHOWN ON PACES 4 THROWN 10 ARE
INTENDED TO BE DISPLACED AT A SCALE OF 1/JO OR WEST 1/4 SEC CORNER 1 UNNAMED
SMALLER. SEC.16-22-26 /ROAD
6. HORIZONTAL DATUM SHOWN HEREON IS IN U S FEET
PROPOSED CENTERLINE OF
OCNS1RUCTION FOR OLD `
COUNTY ROAD 50 EXTEN160N \
EXISTING OLD C.R. 50 �. 400. A
LEGEND: 50.4 ,\so sa
40b R/W RIGHT-OF-YIAY
EC SEC 29-19-27 SECTION 29.TONNSIIF 19 SOOTN.RANCE 27 EAST
19 LICENSED BUSINESS
PSI PROFESSIONAL SURVEY/MAPPER
PC POINT OF CURVATURE 7 1 43
STA. STATION 41 42a '
ORD OFFICIAL RECORD BOOK .
PG PAGE '
8 0 DEL SHEET 3 OF 10
SKETCH OF DESCRIPTION
L LENGTH t a�a w RC90.111 e-9•,14■17 7 1Q S.I1 a s
TAN TANGENT [-tea.-]1:::■■= '..4 %
CH CHORD 4('x''7--'—�—'-..11:2'—� 1 NA/CCCK ROAD 1110.10111037T
OW CHORD BEARING •' 11■111'�'Z'�-, "''•∎ 99L1RI ILA 1 1417 1 et 4 9 26 1
—.T.S- T.
IMO EASEMENT IL ' •
PRC POINT OF REVERSE CURVE ■II_
INIMIMEMI■MIMII= T�rr aT2 94"'
6111111111111111
36
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'S' Pate 70_of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(ante e- la,k&. NHDQ Da-I
(SEE SHEET 3)
eel
P D.B.
DRAINAGE
EASEMENT
NH09—DE 1
V
Cr
Z 65°11
at
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1.0
TRACT 26 t^ N
LAKE H1L7ILANOS COMPANY
(Pe J Pc 52) N 'fir,
CP.
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FP',y$0o
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7o$p)
1 c%rn c.
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: (SEE SHEET 5) �A
SHEET 4 OF 10 �1°'of1°P1D1
1 inch ■ 30 ft -saeooNc MS `°-n,.as a 5 ae a
]0 0 15 3 :-•.� =-r•�-....., a�_� 9�ICQK MAD�U6lNGi
•.-..M1�7.1,L.r=;�.i:s--ate s mu 69 0 PUTT 52 4 Y YB S
GRAPHIC SCALE ..
EMNIMMININ■111.111•11■ MMILDI MAW= M.N.
.0010.191.01 Am
37
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
•
rrM:�r°=r ,. ,,,,":'Pa 21of45-,
z:-zstEXHIBIT'B'v„ , —g
SKETCH OF DESCRIPTION,',
(NOT A FIELD SURVEY)
_(SEE SHEET 4) (eA{e Lote J 14oq t°W-I
VA—A
1 '
Q s5°6
65U4
TRACT 26
LAKE NI ANDS COMPANY
(AMC PC.r2)
S °C
CP.
t•
0 rn
n o 1. 1
-s ri in In o N us
n AG
��tt N
Oy
j O
0 in
W
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ROAD R/W AS SHOWN ON THE
PLAT OF LAKE HIGHLANDS ,S
CO►WANY uS
` —` — PLAT BOOK 3.PACE 32 ,.
1 - E-W BID—SECTION LINE
1, This ROASURVEYOR'S
WAS VAC2-I PER SEC 16-22-26 —
ORS 2085,PC 182-IRS di
1 1
1
1
\ \ (SEE SHEET 6 ' B—B
SHEET 5 OF 10 "OF DFSCRIPMN
1 Inch m 90 IL `• - s-o s+s.n a ea s w or e
. mm... ._. u¢main.rtum�
3° GRAPHIC 1S !0 t'
SHEET
..r., .OF 10 BAI�OCK RDAD It61{GPflON
GRAPHIC SCALE ig■...=
■
38
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Page 22.of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 5) (.Pir-et 1-Aka- Nf{oR D E-I
.r N
N
S. Z a*
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SHEET 6 OF 10 SII1C11 Or oescwvro5
1 inch 30 ft oa -+SeCTIO/m 0-0 Sr,-,,.a to 6 a as a
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MIIIIIIIIIIIMI■Ill■ own NM I.MAW.
GRAPHIC SCALE
39
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'S' Pape 23_of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Ce.,,te,c Lak.e., N44oq 1'E-I
(SEE SHEET 6)
f91 p0
ii 06
No
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(SEE SHEET 6)
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SHEET 7 OF 10 '°�° 1D"
1 mch = 30 ft. � n.�enae ra•»-�r 7 a c•a e
—If
IPS Olt NW,ROMA
w 0 15 30 r, •i-• z�r-� xux�c Rmw�uIurmr
11.•3�r-,�•-1 1! 6R.1LM 6A t 16,17 7 @Sit is
�T■ sssa�
GRAPHIC SCALE C -==
40
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'S' Pam*29 of 45
• SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 7) Cent&& 1-44-ke IJftaci DE-1
91 00.
N 11 A° a
O y 2 a
is S tr
t% O a,
a 1.P to
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TRACT 39_
at
TRACT 428 y
W
Z 6, c
N4
t!
(SEE SHEET 9)
1 E—E _
-1)- SHEET 8 OF 10 '0D OBSCBIP1�R
1 inch = 30 rt. -RCt25 5-w*'5-+7 T a 4 5 25
r•n•:_ ua mum nm
]0 D 15 ]0 r�ana,.:...n a_._Y arm 9YCOLX DODD RGLFR�Rt
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•
GRAPHIC SCALE �--L-
tttttttttttttt,_ .
41
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Paae 25 of 45,
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Gents. Lake- NNo4 DE-1
N (SEE SHEET B) •
01 Al
6500
65°6
ta
o;
S .'
tr
r.
'-'. 0
g • w
461 CI VI:
\ 1
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. \
\
\
\
\ O \
\4X� `'' (SEE•SHEET 10)
SHEET 9 OF 10 Urn OF o®calpnoei
1 inch ■ 30 ft r scenes wrc 1r.s^ma a w s■
30 D 15 30 1Z,r� 0p11 4848&1417 T�ffi 3,It m 6
WTI ;_ 1■11.
r
GRAPHIC SCALE ----m
��"a"
42
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT`B' Pane 26 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
�.e t+e,. La., g+4 04 D E-1
(SEE SHEET 9)
\ PANT or
\ F—� Tu,ca7acr ' POINT OF
R-11524 16' -13 5'06" O R-11544 16'
\ L=27 10' TAN-13 55' \
CH=2710' CHB-N1647'49$ L-63199"
\C\ TAN-31'
�A TRACT 428 fi CH-63.195
��P 2p2�4g LAKE I A S P.wr CHB-S16'42'27-E
P
65 00 0-131106.1 E I
S,x , 4Y
• ,
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b
A
fo 5501 �I N NZ ' roC
A• \Z1
‘->-P 9:53 �� g
° z �+0 ,ok
r G g
OOn Q 6
}
\ \ CENTERLINE °et,`0
`, �` OLD COUNTY ROAD 50 6',,,,
(MB 9, PG 1-27)
N SHEET 10 OF 10 °F°�° "DN
1 inch = 30 ft-
311 -r.- - a+se-+a+s-I.fu0.Rm
L�.:1- --�
MY mwn.11.1.0..
0 1S x ��t-::.,..,,.r-.:rte. uWC000 MD SUIT T
.ir -J .. :••• -� 92211:111 4f&SW T e2 a e 55 s
GRAPHIC SCALE ===
p
43
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT`B: paste 27,of
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
HANCOCK ROAD PARCEL CeiJtet Lake N N o4 T6E-1
NH-09 TGE-1
That portion of the lands described in Official Records Book 1689,Pages 251 through 254 of the pubhc
records of Lake County,Florida,and being a portion of Tracts 26,39,42B,43,53A,54A and the unnamed
road lying between tracts 26 and 39,as shown on the Plat of Lake Highlands Company of Florida as recorded
in Plat Book 3,Page 32,Pubhc Records of Lake County,Flonda,said Tracts and unnamed road being vacated
per Resolution number 2001-240 as recorded in Official Records Book 2085,Pages 162 through 169,Pubhc
Records of Lake County,Florida,said Tract 26 along with the North 1/2 of the unnamed road being the
Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4,Tract 39 and the South 1/2 of the unnamed road
being the Northeast 1/4 of the Northwest 1/4 of the Southwest 1/4 lying North of County Road 50,said Tract
42B being the Southeast 1/4 of the Northwest 1/4 of the Southwest 1/4 lying North of County Road 50,said
Tract 43 being the Southwest 1/4 of the Northeast 1/4 of the Southwest 1/4 lying North of County Road 50,
said Tract 53A being the Northeast 1/4 of the Southeast 1/4 of the Southwest 1/4 lying North of County Road
50,along with Tract 54A being the Northwest 1/4 of the Southeast 1/4 of the Southwest 1/4 lying North of
County Road 50, all being in Section 16,Township 22 South,Range 26 East,Lake County,Florida,more
particularly described as follows
Commence at Lake County GPS Control Station,Designation LK 160,as shown on the Lake County Geodetic
and Benchmark Densification Project 2002 Record,dated March 20,2002 and on file with Lake County
Public Works,Thence run on a bearing related to Florida State Plane Coordinates,East Zone,N 07°22'54"E a
distance of 302 84 feet to the Northwest Corner of said Section 16,Thence Run S 89°56'30"E along the North
line of the Northwest 1/4 of said section 16,a distance of 44.38 feet to the proposed centerline of construction
of Hancock Road,said point being situated on a curve,concave to the Northeast and having a radius of
2083.48 feet,to which a radial lme bears S 79°58'34"W,Thence rim along said proposed centerline of
construction the following two courses,Southeasterly along the arc of said curve through a central angle of
06°50'26",an are distance of 248 74 feet to the Point of Tangency,Thence rim S 16°51'52"E a distance of
1830.20 feet to the North lme of Tract 25 of said Plat of Lake Highlands Company of Florida,said line also
being the North line of the Southwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16,
Thence departing said proposed centerline of construction run along said North hne N 89°59'02"E a distance
of 7.32 feet to the Northwest Corner of said Tract 26,also being the Northwest corner of the Southeast 1/4 of
the Southwest 1/4 of the Northwest 1/4 of said Section 16;
C�..i �.4``•. , SHEET 1 OF 15 saran or DESCRIPTION
- a UMW!M.&W-O t 77 a.M[
T Y UN INTERN/j4iC+NAL �'T�'�T"' WI WPM AM.
LAKE COUNTY-BOARD OY'COUNTY COMMISSIONERS __��� :::.,-•n-L.-� HADDICK IDAD eusmosrr
1'E- 1111 66L1o11 as&iu?TIP a r ID I
ES MSTRAUONAN ROFE59QNAL SURVEYOR & MAPPER "w.m
FLORIDA REGISTRyT NO 5309 ti .m®
44
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
• EXHIBIT'S', P111102'9 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Cenrec Lei€. 1 Hoq ?CE-1
Thence continue N 89°59'02"E along the north line of said Tract 26,said line also being the North line of
the Southeast 114 of the Southwest 1/4 of the Northwest 1/4 of said Section 16,a distance of 60.60 feet to a
point that is 65.00 feet Easterly,when measured at right angles,from said proposed centerline of
construction,Thence rim S 16°51'52"E parallel to said proposed centerline of construction a distance of
308.19 feet;Thence run N 73°08'08"E a distance of 20 00 feet to a point that is 85.00 feet Easterly,when
measured at right angles,from said proposed centerline of construction,said point being the Point of
Beginning,Thence run S 27°16'54"E a distance of 178.20 feet;Thence run S 18°07'18"E a distance of
347.72 feet;Thence run S 39°26'46"E a distance of 56 23 feet,Thence rim S 19°15'22"E a distance of 47.89
feet,Thence run S 11°24'33"E a distance of 42 52 feet;Thence run S 17°56'52"E a distance of 135 03 feet;
Thence run S 19°30'30"E a distance of 110.52 feet to a point that is 152.05 feet Easterly,when measured at
right angles,from said proposed centerline of construction;Thence run S 16°51'52"E parallel to said
proposed centerline of construction a distance of 68 04 feet;Thence run S 06°43'28"E a distance of 72.24
feet;Thence run S 13°08'51"E a distance of 94.68 feet Thence rim S 09°23'39"E a distance of 186 10 feet
to a point that is 109.00 feet Easterly,when measured at right angles,from said proposed centerline of
construction,Thence run S 16°51'52"E parallel to said proposed centerline of construction a distance of
4044 feet;Thence run S 02°31'35"W a distance of 57.64 feet to a pomt that is 86.00 feet Northeasterly,
when measured at nght angles,from the centerline of Old County Road 50,as shown on the Right of Way
and Maintenance Map,as recorded in Lake County Maintenance Map Book 9,Pages 1 through 27,Public
Records of Lake County,Florida;Thence run S 45°41'18"E parallel to said centerline a distance of 497.38
feet to the Point of Curvature of a curve concave to Northeast and having a radius of 200.00 feet;Thence
run Southeast along the arc of said curve,through a central angle of 26°00'29"an arc distance of 90 78 feet
to the Point of Tangency,Thence run run m S 71°41'47"E a distance of 139 68 feet;Thence r S 74°48'39"E a
distance of 89 55 feet,Thence rim S 66°31'37"E a distance of 47 01 feet,Thence run S 82°46'29"E a
distance of 69.03 feet to the North Right of Way of Old County Road 50,as recorded in Official Records
Book 2732,Pages 608 through 611,Public Records of Lake County,Florida,said line being 75 00 feet
Northeasterly,when measured at right angles,from the centerline of Old County Road 50,as shown on the
Right of Way and Maintenance Map,as recorded in Lake County Maintenance Map Book 9,Pages 1
through 27,Public Records of Lake County,Florida,Thence run along said Right of Way line the
following three courses,S 88°00'16"W a distance 55 96 feet to the Point of Curvature of a curve concave to
Northeast and having a radius of 497 96 feet;Thence run Westerly along the arc of said curve through a
central angle of 46°18'26"an arc distance of 402.45 feet to the Point of Tangency,
SHEET 2 OF 15 MtCa or D1SCNIP"DN
mac".° I 2 2 s■sec e
r-- , ^'Tr-t—a-t,."7
I R 1151T
�M Bk LT 12 B.
R 125 t
MINIMMWM■MMMEMWmWM own= wars
45
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT.'B' Paste 29_of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Centel, Lake NHoA 74E _I
Thence run N 45°41'18"W a distance of 479 60 feet to a point that is 85 00 feet Easterly,when
measured radially,from the aforesaid proposed centerline of construction of Hancock Road,said point
being situated on a-curve concave to the Southwest and having a radius of 11,544.16 feet,to which a
radial line bears N 73°26'57"E,Thence run Northwest along the arc of said curve that is concentric to
said proposed centerline of construction,through a central angle of 00°18'49"an arc distance of 63.19
feet to the Point of Tangency,Thence run N 16°51'52"W parallel to said proposed centerline of
construction a distance of 331 26 feet,Thence run N 73°08'08"E a distance of 12.00 feet to a point that
is 97.00 feet Easterly,when measured at nght angles,from said proposed centerline of construction,
Thence run N 16°51'52"W parallel to said proposed centerline of construction a distance of 520.00 feet,
Thence run S 73°08'08"W a distance of 12.00 feet to a point that is 85 00 feet Easterly,when measured
at right angles,from said proposed centerline of construction;Thence run N 16 051'52"W parallel to
said proposed centerline of construction a distance of 522.58 feet to the Point of Beginning -
Containing 70502 530 square feet or 1.619 acres more or less
SHEET 3 OF 15 MUCH OP DECIIIPTION
_-------- N s-s&/s-fx r a s.R in e
:.A Mra . many PLUMBS
r^.17- NAII 8,1 ROAD IWm10mB
E1�.75._ r.-t m-� DR11DD BPRm,lT T C BRBB
46
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'131 Page3o of 45
•
SKETCH OF DESCRIPTION . R�
(NOT A FIELD SURVEY) t ,"`t.n,
5791614-..-
A. \ GentP.A. Lake ',II-tog -rE,E-1
BEARING REFERENCE—4 kr N LINE OF NW A/4
4
P'� CI I :C. 16-22-26
POINT OF 6.208146•D46.50.26'
TANGENCY L-248.74'IAN.124.52
POINT OF s89s6'SQ•E o z4a59'CHB■s1326.391
COMMENCEMENT 44.3B
(x160 8 7
GRID N 1543899631
C16D E 423986.597 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I 1 I 1 1 1 1 4
LATITUDE 28.34'42.271'
LOIETUDE: -81.4.24.477• 10a
CONVERGENCE-0'20'45.93"
SCALE FACTOR.1 000003 �Rf A
9 �GNf p
OAK E Ny a G
32)
NOTES: 5 C°OpTB3' lob
T REPRODUCTIONS OF ROS SKETCH ARE NOT VALID UNLESS `/s;;
THEY BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL of NRN� NOT TO
A FLORIDA LICENSED SURVEYOR AND MAPPER SALE
2. BEARINGS SHORN HEREON ARE FLORIDA STATE PLANE '
COORDINATE EAsr ZONE BASET7 ON LAKE COUNTY CONTROL
STATION'S LK 160 AND LK 167 23b 1 898
.7 THE LEGAL DESCRIPTIONS WERE PREPARED BY THIS FIRM
AT THE CLIENTS REQUEST AND ARE BASED UPON Q NW CORNER OF TRACT 26
INFORMATION PROVIDED Z ALSO NW CORNER SE 1/4 OF SW
4. THIS SURVEY MEETS ALL APPLICABLE REOUIRE9IENTS OF 1/4 OF NW 1/4 SEC 18-22-26 '2'
THE FLORIDA MAVIMUN TECHNICAL STANDARDS AS E4 Q I I
CONTAINED 8N CHAPTER 5J-77051 FAC. 806W N LANE SE 1/4 OF SW 1/4
5. CHI$SKETCH WAS PREPARED FOR DESCRIPTION PURPOSES Q 14E9•SB'02•E Of NW 1/4 SEC.16-22-26
ONLY AND DOES Nor REPRESENT A FIELD SURVEY. N LINE TRACT I / I
6 INFORMATION USED IN THE PREPARATION OR THIS SKETCH N LANE SW 1/4 OF SW 1/4 or I
OF DESCRIPTION AND LEGAL WAS TAKEN FROM A RECORD 1 65 si63"S2-E
SURVEY. JOB NUMBER O91ED7.0000• PERFORMED or THIS NW 1/4 SEC 16-22-26 308.19'
FIRM FOR T Y LIN INTERNATIONAL AND LAKE COUNTY gp2 �1 N7SOgb6-E P•O B.
DATED APRIL 77, ?012. X•59 �• NH09 TGE-1
7 THE MAP AS.SHOWN ON PAGES 5 THROUGH 15 ARE 2 \ (SEE SHEET 5)
INTENDED TO BE DISPLAYED AT A SCALE OF 1/JO OR
8 HORIZONTAL DATUM SHOWN HEREON IS IN US FEET WEST 1/4 SEC. CORNER - 1 ` NAMED
SEC.16-22-26 /ROAD
PROPOSED
CENTERLINE OF /
— CONSTRICTION FOR OLD
COUNTY ROAD 50 EXTENTON _
0051142 OLD C.R.50 404
3
LEGEND:
Rif RGHT-OF-WAY 40b
SEC SECTION
SEC 29-16-27 SECTION 29•TOM151f 19 Sd1TIL RANGE 27 EAST
LB LICENSED BUSINESS b
RSV PROFESSIONAL SURVEY/MAPPER
PC POINT OF OJOVATURE 48
51A sTATON 41 42a ".
1991 OFFICIAL RECORD BOOK
PC PACE (SE SHEET 11)
R RADIUS
A DELTA SHEET 4 OF 15 mercy or D®CRIPTIDN
L LENGTH -■- w s[cPma•-•s+•-+1.1••s'••••
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CHB a+oRD BEAR9NG _m_�-� ;,-� _gyp 8.9 6 tans 12 a R Fe 6
Me EASEMENT -- INImoni—:,>— 4mm4■s m
PRC POINT OF REVERSE C9k95E ■ ;mommim
mi■immimmi
47
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Pane 31.of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
c:en1ec cake. N N 04 -
(SEE HEET 4)
P.0 B.
NHO9 TGE-1
65°1
•
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Li. do.
0.
g GT Nth'
rRACr 26
LAKE HIGHLANDS COMPANY
(PEI 3PGJ2)
m
A-A —
(SEE SHEET 6)
SHEET 5 OF 15 SKETCH OP INSCRIPTION
1 inch - 30 ft �'�"'ua"�~ic lan�q 2 25 t
30 0 15 b rr� �--s—*-->•-:cam-� WRLR 19110 BWDIOfCR
ra.
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GRAPHIC SCALE �— ®=a amicr
48
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Pane 32-of 45,
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 5) C,ed44. Lake PR o g T( -I
A—A
ilir
g5 00
TRACT 26
LAXE N!!LANDS ccauVANY
(AB3PGAV
p
Tn$�o �1% 1 P.0 lj:
CA1*
U2 Z,
Hz.
ROAD R/W AS SHOWN ON THE
PUT OF LAID:HIGHLANDS
COMPANY PLAT BOOK 3,PAGE 32 niELCI 2r2_
SHAD WAS NOTE. \
THIS ROAD WAS VACATED PER .
ORB 2085,PG 162-169 -
E-W MID SECTION LINE
b . SEC 16-22-26
o
n
TRACT 39
B—B
--(SEE '�
SHEE 7
SHEET 6 OF 15 �"of DE9CB�fIDN
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s s
GRAPHIC SCALE 1� = �
49
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
•
EXHIBIT'B' Pane 33 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
_ (SEE SHEET 8 cent&�t tats N�D4 i- -1
-ErzB er
z :..'a.
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513 00
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IN
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SHEET 7 OF 15 DV° A1D1
1 Inch = 30 ft -sC1 e e>♦1a T a c m c
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GRAPHIC SCALE ;p �. ■,m
50
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
■
-- 1
EXHIBIT'B' Page 34-of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 7) Cent Lak4.. Nit va T4 E-I
--CZ'
s
a,
1 91 06
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U.TRACT 39 `�.�: . 6
LAKE HIGHLANDS COMPANY
• �,o (PEI 3 PC 32)
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p SHEET 8 OF 15 =CH OF=MIN
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GRAPHIC SCALE 1.
51
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Pape 35 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 8) 2i1ta.� k.¢ca Ntb4 T4E-4
7775- - 1r fr
a,
vi
a
z
LP 451
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gt 14750$09
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wm
rit
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7RACT 428 z
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GRAPHIC SCALE �! 6�
52
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
* ;EXHIBIT1B' ' . Paoes3'of 48"
SKETCH OF DESCRIPTION��} <�. ��
(NOT A FIELD SURVEY)
(SEE SHEET 9) Cotta. Wu PHOCI TTE-i
a, �� y N
D �
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TRACT 428 z
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(PBJPGJ2)
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1 inch = 30 1G -taIXIMc w a to 11.T c n aG c moor ROAD MALIONXIDIT
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53
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
e
EXHIBIT'B' Pane 3'F,of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
(SEE SHEET 10) CZnf�.t /Moil - E-
F—F
POINT a
TANGENCY
\
in-
vs sr
TRACT 428
LAKE HIGHLANDS COMPANY n n
ru i
MB J PG 32) 0 N
� R=11544
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TRACT 4,7
TRACT 42B 4, LAKE HIGHLANDS COMPANY
LAKE HIGHLANDS COMPANY tT S. (PB J PC 12) '
(PEI J PC J2) �y �i� ,,
OLD COUNTY ROAD 50
(MAINT MAP BOOK 9. PG 1-27)
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54
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
e
c
EXHIBIT'B' Pane 3,of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Cent Late OHO T4E-I
r1I
l
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LAKE MAiLANOS( tKPANY
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OLD COUNTY ROAD 50 I
(MAINT MAP BOOK 9, PG 1-27)
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GRAPHIC SCALE
-
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55
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Pape 3?of 46
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
E-, , ?�? �evltet Lake. l�1 i 1r6,E-t
co
w H—H TRACT 43
co— �#
co H_H LAKE HIGHLANDS ClkIPANY
(PB 3 PC 3.2)
AJ•
19— ik PONT OF
CURVATURE
R-200 00' 6■26.00'29'
PEWIT OF L■90.76' TAN-46 19'
TuaGo CH901CB '41'33'E
TRACT 54A
LAKE HIGHLANDS COMPANY
(PEI 3 PG 32)
POINT OF
TANGENCY
\ 111 • 77.4 .68'
[ . I,.
• S>
x°0 OLD COUNTY ROAD 50
(MAINT MAP BOOK 9. PG 1-27)
En
al
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NN CH=3945 TANm212 '5
CH=391 59' CH8=568'S0'31'E
11
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GRAPHIC SCALE e-��.
.
. .tit. - rwas
56
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Page 40 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Cent2t Luke_ Offoc T6E-I
I
I
>>a9a8' TRACT 54A
.fir LAKE HIGHLANDS COMPANY
(P9 3 PG 32)
W
8955.
rn S7q 48:39 a -3
W
rn
See 3 3
IT ' i
R=497 96' G 46'18'26' I W
L=402 45' TAN®212.95' W
CH=39159' CHB=56650'311
1 0,21
A
3L
OLD COUNTY ROAD 50
/�
(NAM' NAP BOOK 9, PG 1-27)
F.- 60+00
— -______I__ _ _ 611
iSHEET 14 OF 15 X41 w e '""D1
I inch = 30 {1 rc ��* •-o ate-s• r u B.o s c
30 0 15 70 -r�r?�- >.—i—:Z:aT-' 1Y�4 MD i�Yla IMI'
0
GRAPHIC SCALE --°__
mem■Immm■IMM•mmmmt arm= ram. R...
57
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
T EXHIBIT'B' Pege __t m
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Gentet. Late AI 04 T&E-I
I
I
i
lt, 41
" NH 09 TRACT 53A
F. e1 a TGE-1 LAKE HIGHLANDS COMPANY
gal t (1513 3 PG 32)
m 69 Q,j' NW11N RCM WAY OF
582' E
OLD COUNTY ROAD SO
W
En ���'�--- [(DID 2732,Pc 000-e11) — —
✓ 588 95'W LL
POINT or
CURVATURE
12o497 96' a=4618'26-
L-402.45' TAN=212 95•
CH-391 59' 9'
I CHB-568'50'31"E o
IOLD COUNTY ROAD 50
I (MAINT MAP BOOK 9. PG 1-27)
/62+00
iI — q —1.---- - —T —
I I
SHEET 15 OF 15 �7°'OF° DN
N 1 inch - 30 ti •T-1� . a.ecI $-o s IS-I? I 2 5.a 7i c
WS COMM MEM
30 0 15 30 i il"'.r-i-a*-.� IYY�C[OD D RLRR01®R
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wrIENNE C
GRAPHIC SCALE �-5-=�»■—
58
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' Page 42.of Y 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
HANCOCK ROAD PARCEL Ceti lade N V 9 TG
N1109 TGE-2
That portion of the lands described in Official Records Book 1689,Pages 251 through 254 of the
public records of Lake County,Florida,and being a portion of Tract 26 and the unnamed road lying
between tracts 26 and 39,as shown on the Plat of Lake Highlands Company of Florida as recorded
in Plat Book 3,Page 32,Public Records of Lake County,Florida,said Tract and unnamed road
being vacated per Resolution number 2001-240 as recorded in Official Records Book 2085,Pages
162 through 169,Public Records of Lake County,Florida,said Tract 26 along with the North 1/2 of
the unnamed road being the Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4,and being in
Section 16,Township 22 South,Range 26 East,Lake County,Flonda,more particularly described as
follows
Commence at Lake County GPS Control Station,Designation LK 160,as shown on the Lake County
Geodetic and Benchmark Densification Project 2002 Record,dated March 20,2002 and on file with
Lake County Public Works,Thence run on a bearing related to Florida State Plane Coordinates,East
Zone,N 07°22'54"E a distance of 302.84 feet to the Northwest Corner of said Section 16;Thence
Run S 89°56'30"E along the North line of the Northwest 1/4 of said section 16,a distance of 44.38
feet to the proposed centerline of construction of Hancock Road,said point being situated on a curve,
concave to the Northeast and having a radius of 2083 48 feet,to which a radial line bears S
79°58'34"W,Thence rim along said proposed centerline of construction the following two courses,
Southeasterly along the arc of said curve through a central angle of 06°50'26",an arc distance of
248.74 feet to the Point of Tangency,Thence run S 16°51'52"E a distance of 1830.20 feet to the
North line of Tract 25 of said Plat of Lake Highlands Company of Flonda,said line also being the
North line of the Southwest 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16,Thence
departing said proposed centerline of construction rim along said North line N 89°59102"E a distance
of 7.32 feet to the Northwest Corner of said Tract 26,also being the Northwest corner of the
Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16;Thence continue N
89°59'02"E along the north line of said Tract 26,said line also being the North line of the Southeast
1/4 of the Southwest 1/4 of the Northwest 1/4 of said Section 16,a distance of 60.60 feet to a point
that is 65.00 feet Easterly,when measured at right angles,from said proposed centerline of
construction,said point being the Point of Beginning,Thence continue N 89°59'02"E along said
North line a distance of 31 66 feet,Thence run S 13°41'59"E a distance of 172.05 feet;Thence run S
09°01'34"E a distance of 100 54 feet;Thence run S 36°06'29"E a distance of 29.26 feet,Thence run
S 73°08'08"W a distance of 16 73 feet to a point that is 65 00 feet Easterly,when measured at nght
angles,from said proposed centerline of constriction;Thence run N 16°51'52"W parallel to said
proposed centerline of construction a distance of 308 19 feet to the Point of Beginning.
Containing 6246 74 square feet or 0 143 acres more or less
C S 11/-11/ =-. SHEET 1 OF 4 BUTCH OF DESCRIPTION
--.
T.Y Lllsl M SECTIONS t 9
�1+ > A A 26 E
.
LAKE COU NT ElUARD OF rCOUNTY COMMISSIONERS a
®waiumomer
t,-r-�-�.�•,�.- vr.:r.� Mci—a u a 111177128,111311
DATE Z
JAMES M STRAUGH , PROFESSIONAL SURVEYOR &MAPPER nommimin
FLORIDA RSlRA N.NO:53.09 ;s
EGI
59
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EXHIBIT'B' Page 43 of 45
SKETCH OF DESCRIPTION
18-22-26
(NOT A FIELD SURVEY) P wow_
voter=A, \ (ek tp take J 1O'( T4E4.,
BEARING REFERENCE �0 tr N LNE OF NN 1/4
SEC 16-22-26
POINT OF 11.2083.46'b.MI6'
POINT OF S13936'301 TANGENCY 014.2246.59'CH60 91326'36'E
COMMENCEMENT 44.S6'
LK 160 6 7
GRID N 1543699 631
GIRD E:423966 597 11 1 1 1 1 I 1 1 1 1 11 1 1 I I I I 11 I 1 I 11
LATITUDE 2634'42 271'
LONGITUDE -81'43'24 47r
CONVERGENCE.-O20'46.9r 10a
SCALE FACTCR.I 000053' 5.1.
9M
NOTES:
T REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS % 10b
THEY BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SUR11E'TLR AND MAPPER
2 BEARINGS SHORN HEREON ARE FLORIDA STATE PLANE o
COORDINATE EAST ZONE BASED LW LAKE COUNTY CONTROL.
STATION'S LX 160 AND LX r61 NW CORNER Jr TRACT 26 NOT TO
THE LEGAL OESCRTPAONS HERE PREPARED BY TN/S fTRAI s ALSO NW CORNER SE 1/4 OF SW
AT THE CLCENrS REQUEST AND ARE BASED UPON 1/4 of NM 1/4 SEC. 16-22-28 SCALE
4. INTSS SSUNWY MMEEIS AU APPLICABLE REOUREMENTS OF 29b I na
TIE FLORIDA MiNIMU i TEOiMCAL STANDARDS AS 24 0 Pi
CONTAINED IN CHAPTER 5J-17 OM FAC blta P.O.E.
5 11415 STrEiri WAS PREPARED FOUR DESCRIPTION PURPOSES B. NH09 7GE-2
ONLY AND DOES NOT REPRESENT A FIELD SURVEY
6 INFORMATION USED IN TIE PREPARATION OF THOS SKETCH N 1111E TRACT (SEE SHEET 3) 5
OF DESCRIPTION AND LEGAL WAS TAKEN FROM A RECORD UNE SW 1/4 OF SW 1/4 OF I LA D RID..
SLR VEX Joe mredsEn FM FOR TER TTiTioN AND .v�M�TY nos Nw 1/4 sEC. 1e-22-26 yAKE YI Of 32)
DATED 7 THE MAP PAS SHORN L V PAGES 3 AND 4 ARE INTENDED TO " 732 1 COMP P93. PG
BE DISPLAYED AT A SCALE OF 1/SO OR SMALLER. H6D58O¢'E 1 26 C I 27
B HORIZONTAL DATUM SHOW HEREON IS IN U E FEET 6060
WEST 1/4 SEC.CORNER S' REST LNE TRACT 26
SEC.16-22-26 AND SE 1/4 OF SW 1/4 OF
NW 1/4 SEC. 16-22-25
_PROPOSED OiNE NNAIAED—ROAD
CONSTRUCTION TIDN FOR OLD
COUNTY ROAD 50£XTENT1ON y
tz�},
EXISTING OLD C R.50 40a 18 '
LEGEND: VA,
40b poi 1
R/VI RIGHT-OF-WAY
SEC SECTION Q.
SEC 29-19-27 SECTION 29,TO106SP 19 SOUTH.RANGE 27 EAST t,..,- ,,,,,
LB UCENSED BUSINESS � 4
P91 PROFESSIONAS SURVEY/MAPPER
PC POINT OF CURVATURE �. 1 43
STA. STATION 41 42a '
ORB OPTICAL RECORD BOOK
PG PACE
R RADIUS
A DELTA SHEET 2 OF 4 5727CH OF IMSCRIPTION
I LENGTH _.,. � _-- .. N ISC,471L h0 a 14N1 T UR!.a n S
TAN TANGENT p_.=.-. ME AIM MAW.
CH CHORD 611=1 arr:•�+:" a:•.c1._ RUCOCK ROAD W1L10®1T
CHB CHORD BEARING lIa!ill=''=1'a.4.—T-- �- 9 1477 T 1120,6 RO 6
EDIT EASEMENT a--••.- .�r ' _-
PRC PANT OF REVERSE CURVE
60
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
EXHIBIT'B' page 44 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Centa Lake Nt+o4 TGE-).
1 I P O.B. 3166'
1 TRACT 24 I (SEE SHEET 2) N89'59'02'1 TRACT 23B
TRACT 25 65 TRACT 25
I
1
Z
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d' Z p.
11 c1 c TRACT 26 N O [�
Ty.4iJft LAKE macaws COMPANY 'f LO r+
yY l� �?O (P9 J P .X2)
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SHEET 3 OF 4 O wiwM
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�•
MS Cart%nitre.
JD 0 15 ]D -r,.���m.�r-f--:7-.:>''`6r7 RAILL7�I MD mum=
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GRAPHIC SCALE C �.A
IMEMI■IMI Il■ mom Nos I'M
61
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
•
•
EXHIBIT'B' Page 46 of 45
SKETCH OF DESCRIPTION
(NOT A FIELD SURVEY)
Cent, cmVe. WWI -r6E-A
(SEE SHEET 3 _
A—A
Siiiik
i
0
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CO i U.
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1 65.ofl 1
SHEET 4 OF 4 B�.tce O�'DESCRIPTION
1 inch - 30 ft- +,�nr� •• s a IS-17,r a a•»
---i)— LAC maR nm
ao o Is so r-��:as • •: �:er�� imam mu macaw
nu aa.. 3 a® •as BRI It 49 5 1W T @.&R 88 R
s'C;-`�BBB ���
GRAPHIC SCALE y°'._�_�•
62
2013/Right of Way/Hancock Road/Centerlake-Black West/Hancock Road ROW Transfer Agmt 10-1-13 clean
•
•
EXHIBIT'C' a 1 of v
Center Lake Properties,LTD Remainder Parcel 1
That portion of the lands described in Official Records Book 1689, Pages 251 through
254 of the Public Records of Lake County,Florida,and being a portion of Tracts 39 and
42B, and the South %of the unnamed road lying North of Tract 39, as shown on the
Plat of Lake Highlands Company of Florida as recorded in Plat Book 3, Page 32, Public
Records of Lake County, Florida, said Tracts and unnamed road being vacated per
Resolution number 2001-240 as recorded in Official Records Book 2085, Pages 162
through 169, Public Records of Lake County, Flonda,said Tract 39 and the South'/of
the,unnamed road being the Northeast'/.of the Northwest%of the Southwest 1/4 lying
North of County Road 50, said Tract 42B being the Southeast'/.of the Northwest'/,of
the Southwest ' lying North of County Road 50, all being in Section 16, Township 22
South,Range 26 East,Lake County, Florida,more particularly described as follows:
Begin at the Intersection of the West line of said Tract 39,said line also being the West
line of the aforesaid Northeast%of the Northwest% of the Southwest%and the North
right of way line of Old County Road 50 as recorded in Official Records Book 2732,
Pages 608 through 611, Public Records of Lake County, Florida, said line being 75.00
feet Northeasterly, when measured at nght angles, from the centerline of Old County
Road 50, as shown on the Right of Way and Maintenance Map, as recorded in Lake
County Maintenance Map Book 9, Pages 1 through 27,Public Records of Lake County,
Florida;Thence run Southeasterly along said North right of way of Old County Road 50
to intersect the Easterly line of the Florida Power Corporation Transmission Line
easement, as recorded in Official Records Book 360, Pages 760 through 765, Public
Records of Lake County, Florida, from said point run thence N18°51'52°W along said
Easterly easement line a distance of 47344 feet; Thence departing said Easterly
easement line run N61°51'52"W a distance of 48 08 feet,Thence run S73°08'08"W a
distance of 88 00 feet to the Point of Curvature of a curve concave Northerly and having
a radius of 903.51 feet; Thence run Westerly along the arc of said curve through a
central angle of 08°14'29° an arc distance of 129.96 feet to the West line of aforesaid
Tract 39;Thence run South along said West line of Tract 39 to the Point of Beginning of
this description.
Containing 70561.61 Square feet or 1 62 Acres more or less.
This description based on the Record Survey for the Hancock Rd Realignment Project
File#091007HancockRoad dated 5130113 and Sketch of Description file#091007.0000
dated 1/14113,prepared by Booth Em Straughan Hiott, Inc
S 1Rlght of Way'iProjectsWorth Hancock Rd ExtensionlCenter Lake Properties Remainder Parcel 1 doc
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•
EXHIBIT'C' Pane 2 of 4
_ 1 \ cENTERLANE
111 \ -4, PItOPErfTEB.LTD
YiWRfa/S LI
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to la as Lake County Pubhe Works CENTER LAKE PROPERTIES,LTD
Engmeaing Menials/Right of Way Section REMAINDER PARCEL 1
m I-fru ••••••••,�.. === O.wllCF1
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EXHIBIT'C' Pane 3 of 4 1/
Center Lake Properties,LTD Remainder Parcel 2
That portion of the lands descnbed in Official Records Book 1689, Pages 251 through
254 of,the Public Records of Lake County, Florida,and being a portion of Tracts 26 and
39,'and the unnamed road lying between Tracts 26 and 39 as shown on the Plat of
Lake Highlands Company of Flonda as recorded in Plat Book 3, Page 32, Public
Records of Lake County, Florida, said Tracts and unnamed road being vacated per
Resolution number 2001-240 as recorded in Official Records Book 2085, Pages 162
through_169, Public Records of Lake County,Flonda,said Tract 26 along with the North
'A of the unnamed road being the Southeast'/,of the Southwest'/e of the Northwest'/,,
Tract 39 and the South%of the unnamed road being the Northeast'/,of the Northwest
Y4 of the Southwest'/,lying North of County Road 50,all being in Section 16,Township
22 South,Range 26 East,Lake County,Flonda,more particularly described as follows:
Begin at the intersection of the West line of said Tract 26, said line also being the West
line of the aforesaid Southeast ' of the Southwest % of the Northwest '/a and the
Easterly line of the Florida Power Corporation Transmission Line easement, as
recorded in Official Records Book 360, Pages 760 through 765,Public Records of Lake
County, Florida; Thence run S16°51'52"E a distance of 621 82 feet; Thence departing
said easterly easement line run S28°08'08"W a distance of 48.08 feet; thence run
S73°08'08'W a distance of 88.00 feet to a point situated on a curve concave Northerly
and having a radius of.753.51 feet; Thence run Westerly along the arc of said curve
through a central angle of 06°23'28" an arc distance of 84 05 feet to the West line of
aforesaid Tract 39,said line also being the West line of the aforesaid Northeast'A of the
Northwest .1/4 of the Southwest Y.; Thence run North along said West line of the
Northeast'/,of the Northwest 1/4 of the Southwest'/.and said West line of the Southeast
' of the Southwest'/6 of the Northwest'/.;to the Point of Beginning of this description.
67435.21 Square feet or 1.55 Acres more or less.
This description based on the Record Survey for the Hancock Rd Realignment Project
File#091007HancockRoad dated 5/30/13 and Sketch of Description file#091007.0000
dated 1114113,prepared by Booth Em Straughan Hiott, Inc.
S Right of Way1Projects1North Hancock Rd Extension\Center Lake Properties Remainder Parcel 2 doc
i
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•
•
EXHIBIT'C' Paae 4 of 4
1 ,z. �_
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1 �, �' Tr R „�
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1
laa
1 0,64 so.+ .'� NOT TO SCALE 04
PROPERTIES.LTD
1 r�T '� ' rrriR.Tia.A.a
1 TRACT 251
1,.v mars /
" 1RACl 76
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ailftver
A pa ` PO J A 7 Ill
eannstM) \
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\ V r
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11 1,♦♦ '' . PROPERTIES.LTD--�
uam.a0 away
wµ
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(- u n04 ctE sec 16-n-r ��i ���V-,�� ua,.«uKn
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Dv 3 P a1 aI,QfYO `♦♦•••♦,
IA, fit**�47 / ' 1.leA P1.1131AU 133713313210 00 IP, '�'� /�a;� TRACT 39 IF/
■ Lan mellaue9
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1 FGrAnOCR
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09 0%,..).4\01 1 u^d lor
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f.eaw. Twwrlrp Rap
If 12 28 Lake County Public Works CENTER LAKE PROPERTIES,LTD
Engineering Division/RIgbf of Way Section REMAINDER PARCEL 2
....rap r
m r•.o-u j n.rr Iw'"".'a.°......•..�a BN.d 10P I,
66
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4 •
Shen I
See Skacb of Description
winded as Asteehneet A'
Dealer Lake Properties LLLP Cenatreial Pared&Shared Desktop Facility
EXHIBIT D
LEGAL DESCRIPTION
A tract of land being a portion of Tract 26 and Tract 39, LAKE HIGHLANDS COMPANY
SUBDIVISION, as recorded in Plat Book 3, Page 32, of the Public Records of Lake County,
Florida,being more particularly described as follows:
COMMENCE at the Northeast corner of Tract 27, of said plat Lake Highlands Company
Subdivision,thence South 8930'34"West,along the North line of Trace 27,and Tract 26 for a
distance of 996.06 feet to the Southwest corner of Tract 23/i of said plat,and the POINT OF
BEGINNING; thence South 51'27'56" East, for a durance of 186.92 feet; thence South
15•35'15"East,for a distance of 604.25 feet CO a point on the Northerly right-of-way line of the
proposed access road;thence South 74'24'45"West,along the Northerly line of the proposed
access road, for a distance of 344.32 feet to a point on the Easterly right-of-way line of the
Northerly extsatsion of Hancock Road;thence along the Easterly right-of-way line of the aforesaid
Northerly extension of Hancock Road for the following courses. North 16'51'52" West, a
distance of 4.62 feet; thence South 73'08'08"West, a distance of 12.00 feet; thence North
16'51'52"West,for a distance of 824.78 feet to a point on the North line of Tract 26 of the
aforesaid plat,thence North 89'50'34"East,along said North line,for a distance of 275.17 feet
to the POINT OF BEGINNING.
Containing 276,939 square feet,or 6.358 acres,more or less.
T13-1341-SOD
Prepared by.
Tsuklepaugh Surveying Services,Inc. This description and the accompanying sketch or
830 Catrtland Street s'.ketches has been prepared in accordance with the
Suite 2A Standards set forth in Chapter SJ-17,FAC.,pursoear
Orlando,Florida 32B04 to Chapters 177 and 472,Florida Statutes.Unless it
(407)262.0957 beats the s:gnaturc and the original raised seal of a
Florida licensed sutvcyor and snapper this drawun,
sketch,plat or map is for snfermanon l purposes only
is not lid,
•
ROBERT W.MONACO. '. .ts9.#59S0
Date: 00001bER... I1 spl3_
PAGE 1 R.GONZALEZ 10-02-2013
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.
EXHIBIT D Center Lake Properties LLLP Commercial Parcel&Shred Deolone Pao''lity
SKETCH OF DESCRIPTION
ATTACHMENT "A"
- NOT A SURVEY-
o
0
O
r POINT OF BEGINNING POINT OF COMMENCEMENT
cq =WREST CORNER CF TRACT 23A NORTHEAST CORNER OF TRACT 27.
DIKE HU)ILANOS COMPANY MAP Of SECTION
16-22-26. AS RECORDED IN PLAT BOOK 3, PACE 32
LAIM COUNTY, FLORIDA
Lii
Q N 8930'34" E a q I
VUI NORTH uNE 275.17' ` 2 3 A i 22
OF TRACT 26 \
�_ 1 589' O'34Ni 896.06'
_ ` �� 5 51'2756" E L NORTH u► — —
181.$2' OF TRACT 27
�}cc,�� j ° I
2 5 N 524.782" of , I
276.938 S 1535'95" E 28
COW)"cr low, 6 35 1 604.25'
Arty o'i Of 7vrr I i
v mKSUw rourq , ; I
--' 1 0A7
40A a,
�i r, r i �O QCJ'
N 16•51•52" w L 1 & ��P
4.62' , ro t� S 344.32'2 " W ��G 43
��(,, 39 +�Q0• 37
s 73'08.08" W
\ I
I 12.00'
J�40B_ 1
- — — — - — $ I
r
300 0 1S0 300 800 :200
(Oi PHIC SCALE ( IN FEET )
1 ;nth = 300 feet
Tinklepaugh
SURVEYING SERVICES
850 Caurtiond Stmt. Buie 2-A •Orbado, florid. JteO.
SHEET 2 Gi 2 Yet" No.(.07) eat-nos► fax Inn. WI) sra-a+ts
ORA'MNG Pre 113941 nil' No. 5X-5S05-13 L1CAtSEp=SD= N., 9Y7a
PAGE:2 R.L.GONZALEZ 10.92.2013
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