HomeMy WebLinkAboutCity of Tamarac Ordinance O-2017-001I
Return to: (enclose self-addressed stamped envelope)
Name: Scott Backman, Esq.
Address:
Dunay, Miskel & Backman,LLP
14 S.E. 41h Street, Ste. 36
Boca Raton, Florida 33432
This Instrument Prepared by:
Scott Backman, Esq.
Dunay, Miskel & Backman,LLP
14 S.E. 4th Street, Ste. 36
Boca Raton, Florida 33432
SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE
THIS LINE FOR PROCESSING DATA
AMENDED & RESTATED DEVELOPMENT AGREEMENT
THIS AMENDED AND RESTATED DEVELOPMENT AGREEMENT ("Agreement")
is made and entered into this _A/
day of _�Iv r 2014 by and between WOODMONT COUNTRY CLUB, INC., a Florida
corporation, with an address at 7801 N.W. 801h Avenue, Tamarac, FL 33321, its heirs, successors,
grantees and assigns ("Developer"), and PULTE HOME COMPANY, LLC, a Michigan limited
liability company, with an address at 4400 PGA Boulevard, Suite 700, Palm Beach Gardens,
Florida 33410 and its successors, grantees and assigns ("Pulte") and the CITY OF TAMARAC, a
municipal corporation of the State of Florida, with an address at 7525 N.W. 8P Avenue, Tamarac,
Florida, 33321("City") (hereinafter collectively referred to as the "Parties").
WITNESSETH:
WHEREAS, Developer is the fee simple owner of approximately 285 acres, comprised of
several non-contiguous parcels, legally described on the attached Exhibit "A" (the "Property");
and
WHEREAS, Pulte is the contract purchaser of the Residential Parcels, legally described on
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the attached Exhibit "B" (the "Residential Parcels"); and
WHEREAS, the Property is located within the City limits; and
WHEREAS, the Property is governed by the City Comprehensive Land Use Plan and City
Code of Ordinances including the Land Development Regulations ("LDR") existing as of the
Effective Date of this Agreement; and
WHEREAS, the Parties recognize the benefits of public/private cooperation and are
desirous of finalizing a development agreement which outlines a plan for permitting and
development of the Property; and
WHEREAS, this Agreement is the culmination of negotiations and mutual understandings
held by the Parties, and the Parties wish to establish by agreement the terms under which the
Property may be developed; and
WHEREAS, the City held two public hearings on December 14, 2016 and January 11,
2017 prior to entering into this Agreement, both of which were properly noticed by publication in
the news -press and by mailed notice to the affected property owners in accordance with Section
163.3225(2), Florida Statutes.
NOW, THEREFORE, for and in consideration of mutual benefits and the public interest
and other good and valuable considerations, the receipt and sufficiency of which are hereby
acknowledged, the Parties hereto agree as follows:
1. Recitals. The foregoing recitations are true and correct and are hereby incorporated
herein by reference. All exhibits to this Agreement are hereby deemed a part hereof.
2. Pu ose. The purpose of this Agreement is to set forth the procedures, rights and
obligations of the Parties with regard to the development of the Property consistent with the
Comprehensive Land Use Plan and Code of Ordinances and to detail the requirements,
commitments, and vested rights for developing the Property.
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3. Authority. This Agreement is entered into under the authority of the Florida
Constitution (including Article VIII, Section 2(b) thereof), the general powers conferred upon
municipalities by statute and otherwise (including Chapter 166, Florida Statutes), the Florida Local
Government Development Agreement Act ("Act"), Sections 163.3220 through 163.3243, Florida
Statutes, and the City's Charter. Accordingly, the development of the Property shall not be subject
to any new LDR regulations or codes, including any and all laws, rules and regulations pertaining
to the use and development of land, except under certain conditions set forth in the applicable
provisions of the Act.
4. Permitted Land Uses. Developer shall develop the Property with the following
uses: (i) up to One Hundred Fifty -Two (152) single-family residential units not to exceed a
maximum of two (2) stories; (ii) Twenty Seven (27) holes of golf and a public or private country
club building not to exceed Forty (40) feet in height; (iii) public and private bodies of water; (iv)
up to 28,000 square feet of commercial use, not to exceed Forty (40) feet in height, on
approximately Four and One Half (4.5) acres of land; and (v) other uses consistent and compatible
with the Property's land use and zoning designations as may be permitted by the City (collectively
the "Proposed Development").
5. Development Applications. Developer previously submitted applications to the
City for a portion of the Property comprised of several non-contiguous parcels legally described
and shown on the sketches attached hereto and made a part hereof as Exhibit "B" ("Residential
Parcels") and as Exhibit "C" ("Commercial Parcel"). On June 25, 2014, the City approved a large
scale Future Land Use Map Amendment to change the land use on the parcels from Commercial
Recreation (CR) to Low Residential (R-1) for the Residential Parcels, and to Commercial (C) for
the Commercial Parcel and rezoned the Residential Parcels from Recreational (S-1) to Single
Family Residential (R-1), and the Commercial Parcel from Recreational (S-1) to Planned
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Community Business District (B-2), to allow up to 152 residential dwelling units consistent with
the uses and densities permitted in the R-1 district, and up to 28,000 square feet for commercial
space consistent with the uses and intensities permitted in the B-2 district, with the exception of
gas stations, which shall be prohibited. Developer was also required to submit site plan
applications for the Residential Parcels prior to issuance of any vertical building permits or
commencement of construction, which were submitted by Pulte on June 21, 2016. The Future
Land Use Plan Amendment, Rezoning and Residential Site Plan applications are collectively
referred to herein as the "Applications". The date that is Thirty (30) calendar days ("Appeal
Period") following the final and formal approval of the Applications, and the subsequent expiration
of the Appeal Period, shall hereinafter be referred to as the "Approval Date."
6. Master Plan. A copy of the conceptual master plan detailing the proposed
development for the Property ("Master Plan") is attached hereto and made a part hereof as Exhibit
"D»
7. Waterway Convey. A portion of the Property consists of certain
waterways which were previously dedicated to the City by plat when the Property was initially
developed ("Waterway Areas"). The Master Plan contemplates filling in portions of the Waterway
Areas for development of the Residential Parcels and Commercial Parcel and new waterway areas
shall be constructed at the sole cost and expense of the Developer in other portions of the Property
("New Waterway Areas"). Sketch and legal descriptions of the locations of the Waterway Areas
and anticipated New Waterway Areas are attached hereto as Exhibit "E". As built surveys of the
New Waterway Areas, as modified through the site planning, platting and permitting process, will
be prepared and provided to the City upon completion of the New Waterway Areas. Within thirty
(30) days from approval of the Applications by the City Commission, the City shall commence the
process necessary to convey the Waterway Areas to Developer or Pulte, as applicable, subject to
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the City's compliance with the Charter, the Code of Ordinances of the City and State Statute.
Developer or Pulte, as applicable, shall convey the New Waterway Areas to the City as they are
completed and certified during development of the Residential Parcels and Commercial Parcel, to
occur no later than issuance of the first Certificate of Occupancy for a residential unit within the
first phase of residential development.
8. Golf Course. Developer recorded the "Consolidated Covenant", as defined herein,
in Official Records Book 51017, Pages 719 through 814 of the Public Records ofBroward County,
in order to restrict that portion of the Property legally described and shown on the sketch attached
hereto and made a part hereof as Exhibit "F" (the "Golf Course Parcel") for Fifty (50) years
following the date of execution by the City of the Consolidated Covenant for use as twenty seven
(27) holes of golf with related amenities and operations. The related amenities and operations to
be located on the Golf Course Parcel may include, but shall not be limited to, a clubhouse, pro
shop, locker room, fitness facility, swimming pools, cabanas, liquor, beer and wine bar facilities,
banquet and dining room facilities, parking, tennis courts, driving/aqua range (no netting
permitted), putting greens, practice facilities, cart barn, maintenance shed and other areas
necessary to sustain the Golf Course Parcel and all other uses incidental thereto (the "Golf Course
Amenities"). During such Fifty (50) year period, Developer, and/or its successors or assignees,
will own, operate and maintain the Golf Course Parcel for use as a golf course with Golf Course
Amenities or for other open space recreational purposes. Developer shall bear full responsibility
for the Golf Course Parcel and related obligations as stated in this Section 8 and such obligations
are not intended to impart any liability or obligation onto Pulte or the City.
9. Improvements and Maintenance. Developer shall coordinate and bear the
cost of all improvements and upgrades for the additional nine (9) hole golf course, to be
incorporated into the Golf Course Parcel and developed on portions of the former Pines Golf
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Course ("the New Pines Course"), and ensure that it will operate and be maintained under the
playing conditions established herein. Specifically, Developer voluntary covenants and agrees to
spend no less than $4,750,000.00 combined over a five (5) year period for the construction and
maintenance of the New Pines Course and other portions of the Golf Course Parcel, as more
specifically set forth herein ("Minimum Improvement and Maintenance Contribution"). The
Minimum Improvement and Maintenance Contribution shall consist of (i) no less than
$750,000.00 in improvements and upgrades to the New Pines Course, which shall include but not
limited to a new driving/aqua range (no netting permitted), new practice areas, a new mature tree
planting program, renovation of sand traps, relocation of certain tee boxes and/or waterways,
extensive landscaping, addition of strategically placed coquina waste areas and cart paths and other
overall beautification efforts in accordance with the Greenway Improvement Standards attached
hereto as Exhibit "G" (the "Golf Course Improvements"), as well as a new maintenance area (the
Golf Course Improvements and the new maintenance area collectively referred to herein as the
"Golf Course Upgrades"); and (ii) approximately $800,000.00 annually for maintenance of the
Golf Course Parcel, inclusive of the Golf Course Upgrades, ("Golf Course Maintenance"). The
Golf Course Parcel shall be irrigated and regularly maintained in a manicured and playable
condition in accordance with the Greenway Maintenance Standards attached hereto as Exhibit
"H". Said Golf Course Upgrades shall be constructed and designed in conjunction with the
proposed Master Plan development. In the event the City Commission approves the site plan for
the Golf Course Upgrades prior to March 1 It, 2017, then Developer shall agree to substantially
complete the Golf Course Upgrades no later than Twelve (12) months from the Approvals Date
(the "Golf Course Upgrade Construction Period"). Developer shall submit applications to the City
for all necessary land development and building permits for the construction of all facilities
provided in the Golf Course Upgrades site plan in accordance with Chapter 10, Section 10-2(c)(9)
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of the City Code of Ordinances. Notwithstanding, the Golf Course Upgrade Construction Period
shall be extended on a day for day basis for any and all time periods during which any land
development and building permits related to the Golf Course Upgrades are being reviewed by the
City, Broward County or other applicable governmental or regulatory agencies. This tolling period
is intended to provide Developer with a full twelve (12) month period to perform all work
associated with the Golf Course Upgrades notwithstanding any delays during review and issuance
of all related site work and building permits following the Approval Date.
The Developer further covenants and agrees to bear the full cost of the City's Golf
Course Consultant up to a maximum of $7,200, which reflects the total cost of the City's contract
with Beebe & Associates, who was retained by the City to conduct a peer review of Developer's
Golf Course Upgrades masterplan. For purposes of this Paragraph 9, substantially completed shall
mean the New Pines Course is sufficiently complete so that it may be occupied or used for its
intended purpose, which includes, but shall not be limited to installation of cart paths, sand
installed in bunkers, functioning irrigation, installation of mature tree planting program,
maintenance building, buffer wall construction and planting of all new grass. Developer bears sole
responsibility for completing the Golf Course Upgrades and the terms contained within this
Section 9 are not intended to impart any liability or obligation onto the City or Pulte. As further
assurances guaranteeing construction and completion of the Golf Course Upgrades, City may
withhold issuance of building permits for the vertical construction of homes within the Residential
Parcels until Developer commences construction of the Golf Course Upgrades. Prior to the
issuance of a building permit for the Golf Course Upgrades or the New Maintenance Building,
Developer shall provide to City evidence of a written agreement between Developer and a general
contractor or golf course general contractor establishing such contractors oversight for
construction and completion of the Golf Course Upgrades. In the event that the contract between
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Developer and such supervising general contractor is terminated for any reason prior to substantial
completion of the Golf Course Upgrades, then Developer agrees to replace the terminated
supervising general contractor with a new Florida licensed general contractor to supervise
completion of the Golf Course Upgrades within Thirty (30) days. As an additional assurance,
within Three (3) days of Pulte consummating the closing on its acquisition of the Residential
Parcels from Developer, a portion of the closing proceeds equal to One Hundred (100%) percent
of the itemized cost estimate of the Golf Course Improvements, plus an additional Two Hundred
Fifty Thousand ($250,000.00) dollars shall be deposited in escrow (the 100% of the itemized cost
of the Golf Course Improvements and the additional Two Hundred Fifty Thousand ($250,000.00)
dollars collectively shall be referred to herein as the "Escrowed Funds") with an attorney licensed
by and in good standing with the Florida Bar ("Escrow Agent"). The itemized cost estimate
establishing the amount for the Escrowed Funds shall be prepared and certified by a professional
(i.e., engineer, landscaping architect, general contractor, etc.) licensed in the State of Florida.
Developer further covenants and agrees to bear the full cost of the City's Golf Course Consultant,
who will be retained by the City to review and validate the itemized cost estimate of the Golf
Course Improvements. The City acknowledges that written estimates from a Florida licensed
contractor, and/or written estimates or bids from arm's length third party vendors who are in the
business of supplying such materials being used for construction of the Golf Course
Improvements, shall be deemed sufficient evidence to validate the itemized cost estimates. Escrow
Agent shall furnish City with written documentation confirming that the Escrowed Funds have
been received by Escrow Agent. City acknowledges that the Escrowed Funds may be dispersed by
Escrow Agent for payment to contractors, vendors and other parties solely for expenses related to
the Golf Course Improvements pursuant to a customary escrow agreement ("Escrow Agreement")
in which the Developer shall enter into with the Escrow Agent within Thirty (30) days from the
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date hereof. The Escrow Agreement must be acceptable in form and substance to the City in its
reasonable discretion. Any balance of Escrowed Funds held by Escrow Agent upon the substantial
completion of the Golf Course Upgrades shall be immediately released to Developer.
Notwithstanding anything to the contrary herein contained, in the event that the actual cost of
constructing the Golf Course Upgrades exceeds the itemized cost estimate, then Developer shall
expend such additional funds as necessary to substantially complete the Golf Course Upgrades.
Funding for the Golf Course Maintenance shall commence immediately upon
substantial completion of the Golf Course Upgrades. Developer agrees to apply for and obtain any
required development approvals to construct said Golf Course Upgrades, and that development of
the New Pines Course shall be in accordance with all applicable City zoning and land use
requirements. Developer agrees to provide City with audited annual financial statements during
the aforementioned five (5) year period describing Golf Course Upgrades and Golf Course
Maintenance expenditures, which obligation shall commence no later than the thirteenth (13th)
month following Developer's receipt of all applicable approvals, including development permits,
for construction of the Golf Course Upgrades and for each year thereafter during the following
five (5) year period. Such statements shall include supporting documentation detailing
expenditures made pursuant to this Paragraph 9.
10. Development of New Clubhouse. Developer shall construct a new clubhouse on
the Property ranging in size from a minimum of 12,000 square feet to 14,000 square feet or greater,
which includes, but is not limited to: locker rooms; restaurant and bar with indoor and outdoor
seating; banquet/conference facilities with a minimum seating capacity of 150 to 200; golf and
tennis pro shop; fitness facility; administrative offices and areas; storage facilities and other
ancillary uses to the main clubhouse facility ("New Clubhouse"). The New Clubhouse will also
include an approximate 5,000 to 8,000 square foot cart storage area that will either be constructed
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as part of the main clubhouse structure or as a separate ancillary structure in close proximity to the
New Clubhouse. The square footage of the cart storage area shall not be included within the square
footage of the New Clubhouse constructed pursuant to this section. Conceptual elevations of the
New Clubhouse are attached hereto as Exhibit "I". The New Clubhouse will be located within
the boundaries of the Golf Course Parcel upon that portion of the Property legally described and
shown on the sketch attached hereto and made a part hereof as Exhibit "J" or in such other area
upon the Golf Course Parcel as approved by the City pursuant to any required site plan review
("Clubhouse Parcel").
Upon the City Commission approval of the site plan for the New Clubhouse,
Developer shall diligently submit applications to the City for all necessary land development and
building permits for the construction of all facilities provided in the New Clubhouse site plan in
accordance with Chapter 10, Section 10-2(c)(9) of the City Code of Ordinances and the City agrees
to diligently review and issue such permits. The New Clubhouse shall be substantially completed
no later than Eighteen (18) months from the Approval Date (the "New Clubhouse Construction
Period"). For purposes of this Paragraph 10, "substantial completion" shall mean issuance of a
temporary certificate of occupancy by the City for the New Clubhouse, which shall not be
unreasonably withheld, conditioned or delayed by the City. The City shall be entitled to withhold
delivery of the demolition permit necessary to demolish the existing clubhouse building until such
time as the New Clubhouse is substantially completed, unless earlier delivery of such demolition
is deemed appropriate by the City in their reasonable discretion. Notwithstanding, the New
Clubhouse Construction Period shall be extended on a day for day basis for any and all time periods
during which any land development and building permits related to the New Clubhouse are being
reviewed by the City, Broward County or other applicable governmental or regulatory agencies.
This tolling period is intended to provide Developer with a full Eighteen (18) month period to
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perform all work associated with the New Clubhouse notwithstanding any delays during review
and issuance of all related site work and building permits following the Approval Date. As this
Agreement permits the City to withhold the release of certain permits, approvals and licenses until
Developer substantially completes those conditions precedent as expressly provided herein, the
City agrees that upon Developer's substantial completion of such conditions precedent, the City
shall not unreasonably delay, withhold or condition the release of any applicable permits,
approvals and licenses.
As further assurances guaranteeing construction and completion of the New
Clubhouse, and upon Pulte consummating the closing on its acquisition of the Residential Parcels
from Developer, a sum equal to one hundred (100%) percent of the itemized estimated cost to
construct the New Clubhouse, prepared and certified by a professional (i.e., engineer, general
contractor, etc.) licensed in the State of Florida ("New Clubhouse Estimated Cost"), from the
closing proceeds shall be held in escrow by Pulte, who shall disburse such escrowed funds pursuant
to a customary draw schedule to be agreed upon between Pulte and Developer for construction of
the New Clubhouse. The City acknowledges that written estimates from a Florida licensed
contractor, and/or written estimates or bids from arm's length third party vendors who are in the
business of supplying such materials being used for construction of the New Clubhouse, shall be
deemed sufficient evidence to validate the itemized cost estimates. Upon substantial completion
of the New Clubhouse any balance of funds remaining in escrow pursuant to this Paragraph 10
shall be immediately released to Developer. In the event that Developer fails to substantially
complete construction of the New Clubhouse, as provided herein, Pulte may use the balance of the
escrowed funds to substantially complete construction of the New Clubhouse. In such event,
provided Pulte undertakes efforts to complete the New Clubhouse and diligently pursues same,
then the City agrees to not unreasonably delay, condition or withhold issuance of permits and
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certificates of occupancy for development within the Residential Parcels. Notwithstanding
anything to the contrary herein contained, permits related to demolition of the existing tennis
clubhouse, tennis locker rooms and other structural elements of the tennis building, and the
existing pool area, as well as any permits required for removal or planting of trees on or about the
Golf Course Parcel are not deemed to be subject to any condition or restriction as provided in this
Agreement, and are to be issued by the City in a timely and diligent manner.
11. Consistency with the City's Comprehensive Plan and Land Development
Regulations. The Parties acknowledge that the development permitted by this Agreement is
consistent with the City's Comprehensive Land Use Plan and Land Development Regulations.
12. Public Services and Facilities. The City has existing water and wastewater capacity
and water and wastewater infrastructure located within the vicinity of the "Property"; however,
this infrastructure must be extended and/or expanded by the Developer or Pulte to provide service
for the Proposed Development. The City shall provide necessary public services to the approved
development contemplated hereunder including, but not limited to drainage, police and fire
service, solid waste service, water and sewer, parks and recreation service, and as otherwise
provided in the City's Charter and Code of Ordinances ("Public Facilities") subject to capacity to
serve the Proposed Development. Developer or Pulte, as applicable, shall be responsible for the
cost of all required utility connections. If the City lacks sufficient capacity to comply with any
obligations under this section, the Developer or Pulte, as applicable, shall provide for the necessary
mitigation to ensure that the Proposed Development is serviced. Upon receipt of plat or site plan
approval, as applicable, the Property or subject development pod(s) shall be vested for concurrency
and the City shall provide all Public Facilities and services as necessary for the development of
the Property.
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13. Reservation or Dedication of Land. Dedications or reservations for canal rights of
way or utility easements may be lawfully required by the City or Broward County, Florida
("Broward County") for development of the Property. Developer or Pulte, as applicable, shall make
any and all required dedications and reservations for canal rights of way or utility easements as are
required pursuant to applicable City and Broward County Codes. Developer or Pulte, as
applicable, is legally obligated to obtain any necessary approvals from Broward County in
association with the development of the Property including, but not limited to, any applicable non -
vehicular access line amendments and right-of-way vacations.
14. Interior Roadways and Traffic Management Plan. Developer or Pulte, as
applicable, shall convey all roadways constructed pursuant to this Agreement to the respective
homeowners' association in which the roadway is located. A conceptual exhibit depicting the
proposed location of the roadways contemplated for construction pursuant to this Agreement is
attached hereto as Exhibit "L". All roadways constructed pursuant to this Agreement shall be
constructed in accordance with all applicable provisions of the City's Code of Ordinances, as well
as all applicable county and state regulations. Prior to issuance of the first building permit for
construction of the first residential unit on the Property, Developer or Pulte, as applicable, shall
pay One Hundred Fifty Thousand and 00/100 ($150,000.00) Dollars to the City to be used for a
street improvement study and any recommended improvements to the interior roadway system of
Woodmont related to the development of new homes within Woodmont.
15. Parks and Recreation and Buffer Wall. The Developer shall comply with Section
10-296 of the City's Code, as it pertains to the recreation and open space requirement. In addition,
Developer or Pulte, as applicable, agrees that it shall be responsible for design and construction of
perimeter landscaping and buffer wall improvements along Southgate Boulevard. Specifically,
Pulte shall construct a six-foot (6') post and panel pre -fabricated wall adjacent to Pod E
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(approximately 1,200 linear feet) to be constructed during the residential development of Pod E
and "substantially completed" prior to the issuance of a certificate of occupancy for the first unit
in Pod E. For the purpose of the post and panel pre -fabricated wall, "substantial completion" shall
mean issuance of a certificate of completion by the City for the wall. The Developer shall construct
a six-foot (6') decorative fence with six-foot (6') masonry columns (20' on center) adjacent to the
golf hole along Southgate Boulevard (approximately 1,675 linear feet) to be constructed during
the Golf Course Upgrades and "substantially completed" no later than twelve (12) months from
approval of the Applications by the City Commission. For the purpose of the decorative fence with
masonry columns, "substantial completion" shall mean issuance of a certificate of completion by
the City for the fence. A copy of the wall/fence details are attached hereto as Exhibit "M". Pulte
shall maintain the portion of wall, fence and any exterior perimeter landscaping located on Pod E,
at Pulte's sole cost and expense in accordance with the City-wide maintenance plan established by
the City under the City's Buffer Wall Beautification Program and Residential Property
Maintenance Standards Ordinance. Developer shall maintain the portion of wall, fence and any
exterior perimeter landscaping adjacent to the New Pines Course at Developer's expense in
accordance with the City-wide maintenance plan established by the City under the City's Buffer
Wall Beautification Program and Non Residential Property Maintenance Standards Ordinance.
16. Development of Commercial Parcel. Developer shall install all buffer
improvements for the Commercial Parcel in accordance with the Master Plan prior to the issuance
of a certificate of occupancy for the Commercial Parcel. Specifically, such buffer improvement
shall, at a minimum, include a 25' landscape buffer and water body with a minimum width of
seventy feet (70') between the boundary of the Commercial Parcel and those nearby single family
homes located adjacent to the New Pines Course, a six foot (6') high wall designed in accordance
with City specifications aesthetically consistent with the wall to be constructed along Southgate
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Boulevard adjacent to Pod E, and landscaping improvements on the east side of the wall facing
the existing residential areas. During construction of the Golf Course Upgrades, Developer shall,
at a minimum, clear and grub the Commercial Parcel and install a temporary berm overlaid with
bahia sod, six foot (6') high chain link fence with mesh privacy screening and landscaping
consisting of a continuous 36" hedge and clustered cabbage palms planted in groupings of 3 with
a minimum of 25 ft. separation along the perimeter of the Commercial Parcel ("Commercial Parcel
Temporary Improvements") adjacent to residential property. Such Commercial Parcel Temporary
Improvements shall be completed no later than twelve (12) months from the Approval Date (the
"Commercial Parcel Buffer Installation Period"). Notwithstanding, the Commercial Parcel Buffer
Installation Period shall be extended on a day for day basis for any and all time periods during
which any land development and building permits related to the Commercial Parcel are being
reviewed by the City, Broward County or other applicable governmental or regulatory agencies.
This tolling period is intended to provide Developer with a full twelve (12) month period to
perform all work required herein this Paragraph 16 related to the Commercial Parcel,
notwithstanding any delays during review and issuance of all related site work and building
permits following the Approval Date. All improvements made pursuant to this section shall
comply with the City's Land Development Regulations. Notwithstanding anything to the contrary
herein contained, in the event that a formal site plan for development of the Commercial Parcel
("Commercial Parcel Site Plan") is submitted to the City within six (6) months of the Approval
Date, then the obligation to install the Commercial Parcel Temporary Improvements on the
Commercial Parcel as provided in this Paragraph 16 shall suspend conditionally to allow the
Commercial Parcel to be developed and buffered consistent with the Commercial Parcel Site Plan.
In the event that the Commercial Site Plan is rejected, then the Commercial Parcel Buffer
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Installation Period shall restart and Developer shall diligently pursue the Commercial Parcel
Temporary Improvements.
17. Affordable Housing Contribution. Developer or Pulte, as applicable, hereby agrees
to contribute Seven Hundred Fifty Dollars ($750.00) per residential dwelling unit approved by
the City during final site plan approval of all Residential Parcels (by way of example, approval of
One Hundred Fifty Two (152) residential dwelling units would yield a maximum total sum of One
Hundred Fourteen Thousand Dollars ($114,000.00)), payable to the City to facilitate the City's
affordable housing programs and initiatives with the contribution to be used to provide down
payment assistance to income eligible families for purchase of residential units throughout the
City. Said contribution will be made payable to the City spread proportionately on a per residential
dwelling unit basis, the first such contribution to be made at issuance of the first vertical building
permit for any residential dwelling unit located within the Residential Parcels, and each time
thereafter as a building permit is issued for each successive residential dwelling unit.
18. Entrance Renovations. Prior to issuance of the first certificate of occupancy for a
residential unit, Developer, or Pulte, as applicable shall contribute Three Hundred Thousand
Dollars ($300,000.00) toward the City's efforts to improve the existing "Entrances" (as hereinafter
defined) to the Woodmont community through repair or replacement of signage, professional
landscaping, irrigation and lighting, in accordance with the City's residential signage program.
City agrees that upon receipt of payment noted herein, it shall diligently pursue approval,
permitting and construction of the signs at the Entrances and complete construction of the signs at
the Entrances within one (1) year from receipt of payment. City acknowledges that for the
purposes of identifying Developer and legally established uses located upon the Property, that
Developer shall have the right to include its name, logo and language on any new sign that replaces
any prior sign which referenced Woodmont Country Club. Developer or Pulte, as applicable, shall
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be permitted to install additional temporary signage reasonably satisfactory to the City within the
entrances for purposes of marketing the proposed development and shall be permitted to maintain
such signage until all newly constructed residential units have been sold.
Developer also agrees to submit plans to the City for construction of a City of Tamarac
entrance sign and attractive landscaping in a first class manner for the property on the Commercial
Parcel, which sign shall be located near the SE corner of Pine Island Road and Southgate
Boulevard. Said plans to be submitted to the City for review at the time a site plan is submitted to
the City for the Commercial Parcel. Developer shall, at its sole cost and expense, construct the
new City of Tamarac entrance sign as approved by the City in its reasonable discretion, prior to
the issuance of a certificate of occupancy for the Commercial Parcel. City acknowledges and
agrees that the above referenced entrance sign shall in no way limit or otherwise restrict the signage
permitted by the City's Code of Ordinances for the Commercial Parcel.
19. Effective Covenants. The burdens of this Agreement shall run with the land and
shall be binding upon, and the benefits of this Agreement shall inure to, all successors in interest
of the parties to this Agreement. In the event that Pulte should fail to consummate their anticipated
purchase of the Residential Parcels, then any reference to Pulte within this Agreement shall refer
to any of Pulte's successors or assigns or subsequent developer, homebuilder, or entity that
acquires and develops the Residential Parcels.
20. Covenants and Further Assurances. The City acknowledges that Developer has
provided the City with an independent legal opinion confirming marketable title and confirming
that this Agreement is consistent with documents referenced in this section (the "Legal Opinion").
Developer and the City hereby acknowledge that certain Covenant recorded in Official Records
Book 6450, at Page 729, as affected by that certain Covenant recorded in Official Records Book
6890, at Page 26, as further affected by that certain Vacation of Covenant recorded in Official
(00161195.1 2704-0501640) 17
Records Book 8783, at Page 944, as further affected by that certain Covenant recorded in Official
Records Book 8898, at Page 440, as further affected by that certain Covenant recorded in Official
Records Book 9345, at Page 773, as further affected by that certain Corrective Vacation of
Covenant recorded in Official Records Book 9455, at Page 783, each of the foregoing being
recorded amongst the Public Records of Broward County, Florida (collectively, the "Consolidated
Covenant"). City has joined in and consented to the amendment and restatement of the
Consolidated Covenant as recorded in Official Records Book 51017, at Page 719 of the Public
Records of Broward County, Florida, a copy of which is attached hereto and made a part hereof
as Exhibit "F-111, in order to reconfigure a portion of the existing golf course to permit the
Proposed Development of the Property and to restrict the Golf Course Parcel for use as a golf
course with related amenities and operations which uses may include, but shall not be limited to,
a clubhouse, pro shop, locker room, fitness facility, swimming pools, cabanas, liquor, beer and
wine bar facilities, dining room facilities, parking, tennis courts, putting greens, driving/aqua range
(no netting permitted) and all other incidental uses thereto upon that portion of the Property. The
City further acknowledges that the Property is subject to various easements in favor of the City
and Tamarac Utilities, Inc., which easements are incorporated herein by reference. The City agrees
to review and consider any application by Developer to vacate or relocate such easements, at
Developer or Pulte's sole cost and expense, if the existing easements impede the Proposed
Development of the Property including, but not limited to, amending the legal descriptions of the
easement areas or terminating such existing easements provided Developer grants new easements,
if required, to the City or Tamarac Utilities, Inc. in lieu thereof.
21. Development Approvals. Developer or Pulte, as applicable, will apply for all
development approvals that are required by the State of Florida, Broward County, City and any
other applicable governmental authority, including but not limited to those specific approvals more
{00161185A 2704-05016401 18
particularly set forth on Exhibit "N", attached hereto and made a part hereof. City agrees to review
all applications and permits, and not to unreasonably withhold, condition or delay granting of
approvals and permits associated with the improvements contemplated in this Agreement.
Developer, Pulte and City agree that the failure of this Agreement to address a particular permit,
condition, term or restriction shall not relieve Developer or Pulte, as applicable, of the necessity
of complying with the law governing said permitting requirements, conditions, terms or
restrictions.
22. Completion of Residential Development.
(1) Residential development of the Property, as outlined in this Agreement, or
any phase thereof, shall be completed within six (6) years from the issuance of the first vertical
building permit for a residential unit on the Residential Parcel. Additional one (1) year extensions
of this Agreement may be granted by the City Commission after written request is made by the
Developer or Pulte, as applicable, for good cause (as defined herein) and prior to the expiration of
the six (6) year timeframe provided for in this section. For purposes of this section, good cause
shall be any delay caused by an act of god (including but not limited to fire, flood, earthquake,
storm, hurricane or other natural disaster), war, invasion, act of foreign enemies, hostilities
(regardless of whether war is declared), terrorist activities, nationalization, government sanction,
moratorium, blockage, embargo, labor dispute, strike, lockout, unavailability or shortage of
building materials, interruption or failure of utilities, or such other reasonable justification
acceptable to the City, in its reasonable discretion.
(2) All homes to be built on the Residential Parcels shall be sold at a minimum
retail sales price of $299,999.00, which retail sales price may include lot premiums and finishes
("Minimum Sales Price"). No more than twenty percent (20%) of the homes to be built on the
Residential Parcels shall be sold at the Minimum Sales Price. Pulte agrees to provide City with a
(00161185.1 2704-05016401 19
post -closing report establishing that no more than twenty percent (20%) of homes have been sold
at the Minimum Sales Price.
(3) All homes to be built on the Residential Parcels shall consist of a minimum
of 2,400 gross square feet ("Minimum Square Footage"). No more than twenty percent (20%) of
the homes to be built on the Residential Parcels shall be built at the Minimum Square Footage. In
addition, all homes to be built on the Residential Parcels shall be built in accordance with the
applicable homebuilder's "Green" building program as the same may be in effect from time -to -
time, and will incorporate energy efficient construction techniques, products and features,
including programs such as Energy Star or its equivalent.
(4) To facilitate the timely development of homes on the Residential Parcels as
required in this section, the City agrees to issue to Developer or Pulte, as applicable, any necessary
permits for site work within the Residential Parcels to construct streets, roads and other site work
required on or off the Residential Parcels to deliver utilities to individual lots when the Plat for the
Residential Parcels is approved by the City. Upon the City Commission approval of the site plan
for the Residential Parcels, Pulte shall submit applications for all necessary land development and
building permits for construction of the Residential Parcels and diligently pursue construction
thereof within one (1) year after the date of approval in accordance with Chapter 10, Section 10-
2(c)(9) of the City Code of Ordinances. Pulte acknowledges that City will not issue building
permits for the vertical construction of homes within the Residential Parcels until Developer
commences construction of the Golf Course Upgrades. City agrees to work with Pulte to expedite
approval and permitting for the model homes and sales centers prior to Broward County plat
approval and recordation. Such approvals include possible execution of a Tri-Party Agreement
with Broward County to allow the issuance of building permits for the models and sales center
prior to plat recordation.
(00161185,1 2704-0501640) 20
23. Duration of Agreement. This Agreement shall remain in full force and effect for a
period of six (6) years from the Effective Date. The duration of the Agreement may be extended
for additional one (1) year periods with the Parties' mutual written consent, or the mutual written
consent of their successors in interest, in accordance with Section 163.3229 and Section 163.3225,
Florida Statutes.
24. Recording. This Agreement shall be recorded in the Public Records of Broward
County within Fourteen (14) days after execution by the Parties.
25. Effective Date. This Agreement shall become effective upon execution and
recordation in the Public Records of Broward County, Florida.
26. Periodic Review. In accordance with Section 163.3235, F.S., as may be
amended from time to time, the City's Department of Community Development shall review the
property subject to this Agreement at least once every twelve (12) months to determine if there has
been demonstrated good faith compliance with the terms set forth herein by each of the Parties
with respect to their obligations. If the City finds, on the basis of competent substantial evidence,
that there has been a failure to substantially comply with the terms of this Agreement by either
Developer or Pulte with respect to their obligations as indicated in the Agreement, and such failure
to comply continues beyond any applicable notice and cure period as provided herein, the
Agreement may be revoked or modified by the City Commission at a properly noticed public
hearing. It shall be noted that the obligations of the Developer and Pulte are separate and a default
by one party shall not impact the rights of the other if the non -defaulting party remains in good
faith substantial compliance. Notwithstanding anything to the contrary herein contained, upon the
City's determination of a failure to substantially comply with the terms of this Agreement by either
Developer or Pulte with respect to their obligations pursuant to this Agreement as provided in this
Paragraph 26, then the City shall provide written notice to such respective party and such party
(00161185.1 2704-0501640) 21
shall have no less than Thirty (30) days to cure such compliance failure, or undertake such
compliance efforts and diligently pursue to completion, prior to the City revoking or modifying
this Agreement.
27. Miscellaneous.
(1) Entire Agreement. This Agreement sets forth all of the promises,
covenants, agreements, conditions and understandings between the parties hereto, and supersedes
all prior and contemporaneous agreements, understandings, inducements or conditions, express or
implied, oral or written, except as herein contained. The City shall not request any additional
improvements or contributions except for those expressly set forth in this Agreement.
(2) Modification. No modification of this Agreement shall be valid or binding
unless such modification is in writing, duly dated and signed by the parties hereto, or their
respective successors in interest, and is in compliance with Section 163.3225, Florida Statutes.
(3) Pronouns. All pronouns and any variations thereof shall be deemed to refer
to the masculine, feminine and neuter, singular or plural, as the identity of the party or parties,
personal representatives, successor or assigns may require.
(4) Severability. The invalidity of any provision hereof shall in no way affect
or invalidate the remainder of the Agreement.
(5) Counterparts. This Agreement may be executed in one or more
counterparts, each of which shall be deemed an original, but all of which shall together constitute
one in the same instrument.
(6) Governing Law. This Agreement shall be construed in accordance with the
laws of the State of Florida, and any proceeding arising between the parties in any manner
pertaining to this Agreement shall, to the extent permitted by law, be held in Broward County,
Florida.
100161185.1 2704-0501640) 22
(7) Binding Effect. The obligations imposed pursuant to this Agreement upon
Developer and Pulte and/or upon the Property run with and bind the Property as covenants running
with the Property and this Agreement shall be binding upon and enforceable by and against the
Parties hereto, their personal representatives, heirs, successors, grantees and assigns.
(8) Attorneys' Fees. Should any Party hereto bring an action against the other
to enforce the terms and provisions hereof, then the Party prevailing in said action shall be entitled
to a judgment against the other for reasonable attorneys' fees and costs at both the trial and
appellate levels.
(9) Force Majeure. "Force Majeure" means the occurrence of any of the
following for the period of time, if any, that the performance of a party's material obligations under
this Agreement is delayed or prevented thereby: acts of God, acts of the public enemy,
insurrections, wars or war -like action, arrests or other restraints of government (civil or military),
blockades, embargoes, strikes, labor unrest or disputes, unavailability of labor or materials,
epidemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, wash -outs,
explosions, any delays occasioned by litigation related to the Property, civil disturbance or
disobedience, riot, sabotage, terrorism, threats of sabotage or terrorism or any other cause, whether
of the kind herein enumerated or otherwise, that is not within the reasonable anticipation or control
of the party claiming the right to delay performance on account of such occurrence and which, in
any event, is not a result of the intentional act, negligence or willful misconduct of the party
claiming the right to delay performance on account of such occurrence.
(10) Replacement of Residential Developer. Notwithstanding anything to the
contrary herein contained, in the event that Pulte shall refuse to close pursuant to the purchase
agreement for the acquisition of the Residential Parcels for any reason whatsoever (except for
alleged breach or intentional malfeasance on the part of Developer) following the Approval Date
(00161185.1 2704-0501640) 23
but prior to substantial completion of the Golf Course Upgrades and New Clubhouse, then the
respective Golf Course Upgrade Construction Period and the New Clubhouse Construction period
will be tolled on a day or day basis until the earlier to occur of (i) Six (6) months from the
termination by Pulte of the subject purchase and sale agreement, or (ii) the date upon which
Developer enters into a contract with a replacement home builder for the development of the
Residential Parcels.
Signatures on following page
(00161185.1 2704-0501640) 24
WITNESS — PRINT NAME
kTNESS PRINT NAME
ATTE �p
Pat Teufel
City Clerk
,14/17
Date:
D
Michael Cernech, City Manager
2 O -g -(�
Date:
Ap ro ed"'a�s to form and legal sufficiency:
�v�yi
ih - A,,.,,,
Sa5ebel S. Goren, City(Attorney
Date:
100161185.1 2704-0501640) 25
STATE OF FLORIDA )
) ss:
COUNTY OF BROWARD)
I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was
acknowledged before me by Harry Dressler, as Mayor of the City of Tamarac, a Florida municipal
corporation, on behalf of the City, freely and voluntarily under authority duly vested in him by
said municipal corporation and that the seal affixed thereto is the true corporate seal of said
municipal corporation. Nhe is personally known to me or has produced as
identification.
WITNESS my hand and official seal in the County and State last aforesaid this � day of
2017.
LILLIAN PABON C\�
�_. Commission # FF 942161 c
Ex )r
�aThmes December 12, 2019
rorFanl'911-4eftwaaSmiq Notary Public, State of Florida
My Commission Expires: Typed, printed or stamped name of Notary
Public
STATE OF FLORIDA )
) ss:
COUNTY OF BROWARD)
I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was
acknowledged before me by Michael Cernech, as City Manager of the City of Tamarac, a Florida
municipal corporation, on behalf of the City, freely and voluntarily under authority duly vested in
him by said municipal corporation and that the seal affixed thereto is the true corporate seal of said
municipal corporation. He is personally known to me or has produced as
identification. 4
WITNESS my hand and official seal in the County and State last aforesaid this day of
2017.
A,ch LILLIAN PABON
.. Commission # ON
942161 w. _
E �ec,�emberrll2, 2019 Notary Public, State of Florida
'% �9S7o19
My Commission Expires: Typed, printed or stamped name of Notary
Public
(00161185.1 2704-0501640) 26
DEVELOPER:
Woodmont Country Club, Inc., a Florida
Corporation
By:
Print Name:IVFAR k
Title:i'�f"`
)5T day of , 2017
STATE OF FLORIDA )
) SS:
COUNTY OF BROWARD )
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
aforesaid and in the County afpresaido take.acknow edgments, the foregoing instrument was
acknowledged before in by AW lei AP4, , the - i` " of DEVELOPER, freely
and voluntarily under authority duly vested in him/her by said company. He/She is personally
known to me or who has produced as identification.
WITNESS my hand and official seal in the y and State said this] day
of , 2017. ,
1NCI � YUD11C
Typed, printed or stamped name of Notary Public
My Commission Expires:
DORINDA L. VALDES
MY COMMISSION # GG29676
O'Fe EXPIRES: September 13, 2020
(00161185.1 2704-05016401 27
PULTE:
Pulte Home Company, a Michigan limited
liability company
By: -
By: ✓/ `% l
Print Name:2�'n�'T �l
Title: 4-2 „, s , a.J Fit LS ly4LI eg
day of 2017
STATE OF FLORIDA )
) SS:
COUNTY OF BROWARD )
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknQwledgment the foregoing instrument was
acknowledged before me by 4!; . � , th�w,cs�ax u��..� of PULTE, freely and
voluntarily under authority duly vested in him/lierby said company. He/"he is personally known
to me or who has produced as identification.
WITNESS my hand and official seal in the County and State last aforesaid this-2/sf day
of -;FeA, 2017
,£ KATHRYN A. BOWEs Notary Public
f_ FF 146S1
kly C NANI,,, , �^Pd 42
a,�EXF'lHES ��p�emberl4 201ii
Typed, printed or stamped name of Notary Public
My Commission Expires:
(00161185.1 2704-0501640) 27
EXHIBIT "k"
LEGAL DESCRIPTION OF DEVELOPER'S PROPERTY
Legal Description of Developer's Property
PARCELI:
Tracts G, H, I, J, K, L, M, N, O, P and Q, LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof
as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida; and
Parcel "A", WOODMONT RECREATION COMPLEX, according to the plat thereof, as recorded in Plat Book
91, Page 49, of the Public Records of Broward County, Florida.
PARCEL 2;
A portion of Tracts, A, B, and C, LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as
recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according
to the plat thereof, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County, Florida,
described as follows:
COMMENCING at the Northwest corner of Section 4, Township 49 South, Range 41 East; thence North
00° 10'05" West, along the West boundary of said Section 4, 6.33 feet to the POINT OF BEGINNING, said
point also being on the South right-of-way line of Southgate Boulevard and the North boundary of said Tract
A; thence South 89°33'35" East, along said South right-of-way line and North boundary, 506.18 feet; thence
South 00009'03" East, 389.13 feet; thence South 69045123" East, 379.53 feet; thence northeasterly along the arc
of a tangent curve said curve being concave to the Northwest having a radius of 250.00 feet, a delta of
72" 1 T5 V, an arc distance of 315.09 feet; thence South 89°33'35" East, 400.00 feet; thence North 00309'03"
West, 435.00 feet to a point of intersection with said South right-of-way line of Southgate Boulevard and said
North boundary of Tract A; thence South 89°33'35" East, along said South right-of-way line and along the
North boundary of said Tracts A and C, 1184.52 feet; thence southeasterly along the arc of a tangent curve,
said curve being concave to the Southwest having a radius of 25.00 feet, a delta of 901100'00", an arc distance
of 39.27 feet; thence tangent to said curve South 00°26'25" West, 84.00 feet; thence southerly along the arc of
a tangent curve, said curve being concave to the West having a radius of 200.00 feet, a delta of 34018135", an
arc distance of 119.76 feet; thence tangent to said curve South 34°45'00" West, 75.55 feet to a point on the
right-of-way line of that certain canal right-of-way recorded in Official Records Book 6450, Page 688, of the
Public Records of Broward County, Florida, said point also being a point on the arc of a non -tangent curve
(radial tine thru said point bears South 28°3558" West); thence northwesterly along said right-of-way line and
along the arc of said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 2800931",
an arc distance of 137.61 feet; thence tangent to said curve North 89°3335" West, along said right-of-way line,
650.00 feet; thence southwesterly along said right-of-way line and along the arc of a tangent curve, said curve
being concave to the Southeast having a radius of 180.00 feet, a delta of 90000'00", an arc distance of 282.74
feet; thence tangent to said curve South 00°2625" West, along said right-of-way line and along the East
boundary of said Tract A, 72.90 feet; thence southwesterly along the arc of a tangent curve, said curve being
concave to the Northwest having a radius of 300.00 feet, a delta of 28103'35", an arc distance of 146.92 feet;
thence tangent to said curve South 28*3900" West, along said right-of-way line and along said East boundary.
287.48 feet to a point on the arc of a non -tangent curve (radial line thru said point bears North 07°4643" East);
thence westerly along the arc or said curve being concave to the North having a radius of 330.00 feet, a delta
of 3° 18'02", an arc distance of 19.01 feet; thence tangent to said curve North 78155' 15" West, 39.26 feet; thence
North 10°30'00" West, 160.87 feet; thence South 79°30'00" West, 478.61 feet; thence westerly along the arc of
a tangent curve, said curve being concave to the North having a radius of 350.00 feet, a delta of 46019'55", an
arc distance of 283.03 feet; thence tangent to said curve North 54410'05" West, 621.27 feet; thence
southwesterly along the arc of a tangent curve said curve being concave to the Southeast having a radius of
60.00 feet, a delta of I08°00'00", an are distance of 113.10 feet; thence tangent to said curve South 171,4955"
West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00° 10'OS"
Page 1 of 9
East, along said West boundary, 185.00 feet; thence South 84° 10'05" East, 140.74 feet; thence easterly along
the arc of a tangent curve, said curve being concave to the South having a radius of 300.00 feet, a delta of
26'00'00", an arc distance of 136.14 feet; thence tangent to said curve South 58010'05" East, 775.64 feet to a
point on the arc of a non -tangent curve (radial Iine thru said point bears South 68°39'54" East); thence
Southwesterly along the arc of said curve being concave to the Southeast having a radius of 240.00 feet, a delta
of 7°32'24", an arc distance of 31.58 feet; thence tangent to said curve South 13047'42" West, 10.01 feet; thence
southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of
25.00 feet, a delta of 95°26'33", an arc distance of 41.65 feet to a point of intersection with the northerly right-
of-way line of N.W. 81st Street, as recorded in Official Records Book 6450, Page 688, of the Public Records
of Broward County. Florida, said point also being a point of compound curvature; thence westerly along said
northerly right-of-way line and along the arc of a tangent curve being concave to the North having a radius of
1395.00 feet, a delta of 0°4343", an are distance of 17.74 feet; thence tangent to said curve North 70'02'03"
West, along said northerly right-of-way line and along the southerly boundary of said Tracts B and A, 461.99
feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said curve
being concave to the South having a radius of 1270.00 feet, a delta of 19°30'09", arc distance of 432.29 feet;
thence tangent to said curve North 89°32'12" West, along said right-of-way line, 206.15 feet; thence
northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
25.00 feet, a delta of 102°10'28", an arc distance of 44.58 feet to a point of reverse curvature, said point also
being on the East right-of-way line of N.W. 88th Avenue, as recorded in Official Records Book 4747, Page
183, of the Public Records of Broward County, Florida; thence northerly along said right-of-way line (said line
also being the West boundary of said Tract A), and along the arc of a tangent curve, said curve being concave
to the West having a radius of 1053.00 feet, a delta of 12°48'21", an arc distance of 235.35 feet; thence tangent
to said curve North 00110'05" West, along said West boundary of Tract A. 969.69 feet; thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90136'30", an arc distance of 39.54 feet to a point on said South right-of-way line of Southgate Boulevard;
thence South 89'33'35" East, along said South right-of-way line, 171.74 feet to the POINT OF BEGINNING.
( PARCEL 3:
i
A portion of Tract C of said LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded
in Plat Book 88. Page 20, of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according
to the plat thereof, as recorded in Plat Book 4, Page 31. described as follows:
BEGINNING at the most northeasterly corner of said Tract C; thence South 0012'l6" East, along the East
boundary of said Tract C, 1323.97 feet to a point on the northerly right-of-way line of N.W. 82nd Street, as
recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; thence
South 89°4744" West, along said northerly right-of-way line and along the South boundary of said Tract C,
200.00 feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said
curve being concave to the South having a radius of 680.00 feet, a delta of 4°2658", an arc distance of 52.81
feet to the Southeast corner of WOODMONT TRACT 51, according to the Plat thereof, as recorded in Plat
Book 92, Page 32, of the Public Records of Broward County, Florida; thence North 04"39' 14" West, along the
easterly boundary of said WOODMONT TRACT 51, 361.86 feet; thence northwesterly along the boundary of
said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 100.00 feet, a delta of 102'20'46", an arc distance of 178.63 feet to a point of compound
curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a
tangent curve, said curve being concave to the Southeast having a radius of 1000.00 feet, a delta of 35°30'00",
an arc distance of 619.59 feet to a point of compound curvature; thence southerly along the boundary of said
WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the East having a
radius of 200.00 feet, a delta of 70°00'00", an arc distance of 244.35 feet; thence tangent to said curve South
32°30'00" East, along said boundary of WOODMONT TRACT 51, 171.20 feet to a point of cusp; thence
northwesterly along the boundary of that certain canal right-of-way as recorded in Official Records Book 6450,
Page 688, of the Public Records of Broward County, Florida, and along the arc of a tangent curve, said curve
being concave to the Southwest and having a radius of 230.00 feet, a delta of 4303256", an arc distance of
Page 2 of 9
174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc
of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feet, a delta of 62102'56",
an arc distance of 162.44 feet thence tangent to said curve North 14000'00" West, along said right-of-way line,
169.36 feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve
being concave to the Southwest having a radius of 280.00 feet, a delta of 59000'00", an arc distance of 288.33
feet; thence tangent to said curve North 73°00'00" West, along said right-of-way line, an arc distance of 80.00
feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve, said curve being
concave to the Northeast having a radius of 200.00 feet, a delta of 41100'00", an arc distance of 143.12 feet;
thence tangent to said curve North 32100'00" West, along said right-of-way line, 650.00 feet; thence
northwesterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the
Southwest having a radius of 280.00 feet, a delta of 17°06'01 ", an arc distance of 83.57 feet; thence North
34"45'00" East, 75.55 feet; thence northerly along the arc of a tangent curve, said curve being concave to the
West having a radius of 260.00 feet, a delta of 7°03'03", an arc distance of 32.00 feet to a point of reverse
curvature; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast
having a radius of 25.00 feet, a delta of 79°5345", an arc distance of 34.86 feet; thence tangent to said curve
South 72024'17" East, 31.18 feet; thence southeasterly along the arc of a tangent curve being concave to the
Northeast having a radius of 730.00 feet, a delta of 3"37'17", an arc distance of 46.14 feet; thence South
00°2625" West, 31.39 feet; thence southerly along the arc of a tangent curve, said curve being concave to the
East having a radius of 200.00 feet; a delta of 27*1115", an arc distance of 94.92 feet; thence North 89*31'26"
East, 162.02 feet; thence easterly along the arc of a tangent curve being concave to the South having a radius
of 400.00 feet, a delta of 42143'43", an arc distance of 298.30 feet to a point of reverse curvature; thence
southeasterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
540.00 feet, a delta of 44°48'43", an are distance of 422.34 feet; thence tangent to said curve North 87*2625"
East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the
Northwest having a radius of 75.00 feet, a delta of 90°00100", an arc distance of 117.81 feet; thence tangent to
said curve North 02°33'35" West, 130.00 feet; thence northwesterly along the arc of a tangent curve, said curve
being concave to the Southwest having a radius of 75.00 feet, a delta of 90°00'00", an arc distance of 117.81
feet; thence tangent to said curve South 87°2625" West, 535.00 feet; thence northwesterly along the arc of a
- tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta of 43°00'00",
an arc distance of 195.13 feet to a point of reverse curvature; thence northwesterly along the arc of a tangent
curve, said curve being concave to the Southwest having a radius of 700.00 feet, a delta of 41 °19'36", an arc
distance of 504.90 feet to a point of reverse curvature; thence westerly along the arc of a tangent curve, said
curve being concave to the North having a radius of 565.00 feet, a delta of 18°2853", an arc distance of 182.25
feet; thence North 84022'31" West, 79.51 feet; thence North 0002625" East. 35.00 feet; thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90"00'00", an arc distance of 39.27 feet to a point on the South right-of-way line of Southgate Boulevard;
thence tangent to said curve South 89°33'35" East, along the said South right-of-way line, 1775.00 feet to the
POINT OF BEGINNING.
PARCEL 4:
A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded
in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according
to the plat thereof, as recorded in Plat Book 4, Page 31, described as follows:
BEGINNING at the most southwesterly corner of said Tract D; thence North 14°00'13" East, along the West
boundary of said Tract D and along the right-of-way line of that certain canal right-of-way as recorded in
Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, 40.24 feet; thence
northeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the
Southeast having a radius of 100.00 feet, a delta of 92147'07", an arc distance of 161.94 feet to a point of reverse
curvature; thence northeasterly along said right-of-way line and along the arc of a tangent curve, said curve
being concave to the Northwest having a radius of 180.00 feet, a delta of 78° 17'2 l ", an arc distance of 245.95
feet; thence tangent to said curve North 28*30'00" East, 425.78 feet to a point on the arc of a non -tangent curve
Page 3 of 9
(radial line thru said point bears North 01 °4758" West); thence northeasterly along the arc of said curve being
concave to the Northwest having a radius of 390.00 feet; a delta of 18'12'02", an arc distance of 123.89 feet;
thence tangent to said curve North 70°00'00" East, 430.00 feet; thence North 87°00'00" East, 790.00 feet to a
point on the aforesaid canal right-of-way; thence South 32"00'00" East, along said right-of-way line, 276.10
feet; thence southeasterly along said right-of-way line and along the arc of a tangent curve, said curve being
concave to the Northeast having a radius of 280.00 feet, a delta of 41100'00", an arc distance of 200.36 feet;
thence tangent to said curve South 73°00'00" East, along said right-of-way line, 80.00 feet; thence southeasterly
along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 200.00 feet, a delta of 59°00'00", an arc distance of 205.95 feet; thence tangent to said curve
South 14°00'00" East, along said right-of-way line, 169.36 feet; thence southeasterly along said right-of-way
line and along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 230.00
feet, a delta of 62°02'56", an arc distance of 249.08 feet to a point of reverse curvature; thence southeasterly
along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 150.00 feet, a delta of 43°32'56", an arc distance of 114.01 feet; thence tangent to said curve
South 32'30'00" East, along said right-of-way line, 50.00 feet to a point on the northerly right-of-way line of
N.W. 82nd Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward
County, Florida; thence South 49'31'56" West, along said right-of-way line 273.71 feet; thence southwesterly
along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a
delta of 14°28'04", an arc distance of 352.26 feet; thence tangent to said curve South 64°00'00" West, along
said right-of-way line, 36.78 feet; thence westerly along the arc of a tangent curve said curve being concave to
the North having a radius of 25.00 feet, a delta of 86°52'08", an arc distance of 37.90 feet to a point of reverse
curvature; thence northwesterly along the northerly right-of-way line of N.W. 81st Street, as recorded in said
Official Records Rook 6450, Page 688 and along the arc of a tangent curve, said curve being concave to the
Southwest having a radius of 1165.00 feet, a delta of 22' 18' 12", an arc distance of 453.50 feet to a point on the
arc of a radically tangent curve; thence northerly along the arc of a tangent curve, said curve being concave to
the West having a radius of 300.00 feet, a delta of 52°52'37", an arc distance of 276.86 feet; thence tangent to
said curve North 14"1841" West, 90.00 feet; thence North 24006'06" West, 435.26 feet; thence northwesterly
along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 100.00 feet, a
delta of 83°04'02", an arc distance of 144.98 feet; thence tangent to said curve South 72049'52" West, 501.42
feet; thence South 69` 19'52" West, 362.18 feet; thence southerly along the arc of a tangent curve, said curve
being concave to the East having a radius of 170.00 feet, a delta of 76°00'00", an arc distance of 225.50 feet;
thence tangent to said curve South 06°40'08" East 137.18 feet to a point on said northerly right-of-way line of
N.W. 81st Street; thence South 83'19'52" West, along said right-of-way line, 208.97 feet; thence westerly along
said right-of-way line and along the arc of a tangent curve said curve being concave to the North, having a
radius of 1395.00 feet, a delta of 19*01'46", an arc distance of 463.32 feet to the POINT OF BEGINNING.
PARCELS:
A portion of said Tract D LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in
Plat Book 88, Page 20, of the Public Records of Broward County, Florida, described as follows:
BEGINNING at the most northerly and westerly corner of said Tract D; thence South 01 °30'00" East, 206.31
feet; thence South 70100'00" West, 235.30 feet; thence southwesterly along the arc of a tangent curve being
concave to the Northwest having a radius of 330.00 feet, a delta of 1 l "5353", an arc distance of 68.53 feet to
a point on the right-of-way of that certain canal right-of-way as recorded In Official Records Book 6450, Page
688 of the Public Records of Broward County, Florida; thence North 28'30'00" East, along said right-of-way
line, 222.49 feet to the POINT OF BEGINNING.
PARCEL 6:
TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in
Plat Book 88, Page 20, of the Public Records of Broward County, Florida.
Page 4 of 9
ALSO KNOWN AS:
A portion of Tracts, A, B, and C, LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as
recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according
to the plat thereof, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County, Florida,
described as follows:
COMMENCING at the Northwest corner of Section 4, Township 49 South, Range 41 East; thence North
00°10'05" West, along the West boundary of said Section 4, 6.33 feet to the POINT OF BEGINNING, said
point also being on the South right-of-way line of Southgate Boulevard and the North boundary of said Tract
A; thence South 89°33'35" East, along said South right-of-way line and North boundary, 506.18 feet; thence
South 00009'03" East, 389.13 feet; thence South 69045'23" East, 379.53 feet; thence northeasterly along the arc
of a tangent curve said curve being concave to the Northwest having a radius of 250.00 feet, a delta of
72' 1211 ", an arc distance of 315.09 feet; thence South 8993135" East, 400.00 feet; thence North 00°09'03"
West, 435.00 feet to a point of intersection with said South right-of-way line of Southgate Boulevard and said
North boundary of Tract A; thence South 89°33'35" East, along said South right-of-way line and along the
North boundary of said Tracts A and C, 1184.52 feet; thence southeasterly along the arc of a,tangent curve,
said curve being concave to the Southwest having a radius of 25.00 feet, a delta of 90000'00", an arc distance
of 39.27 feet; thence tangent to said curve South 00°2625" West, 84.00 feet; thence southerly along the arc of
a tangent curve, said curve being concave to the West having a radius of 200.00 feet, a delta of 34°18'35", an
arc distance of 119.76 feet; thence tangent to said curve South 34°45'00" West, 75.55 feet to a point on the
right-of-way line of that certain canal right-of-way recorded in Official Records Book 6450, Page 688, of the
Public Records of Broward County, Florida, said point also being a point on the arc of a non -tangent curve
(radial line thru said point bears South 28035'58" West); thence northwesterly along said right-of-way line and
along the arc of said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 28°09'31 ",
an arc distance of 137.61 feet; thence tangent to said curve North 89°33'35" West, along said right-of-way line,
650.00 feet; thence southwesterly along said right-of-way line and along the arc of a tangent curve, said curve
being concave to the Southeast having a radius of 180.00 feet, a delta of 90000'00", an arc distance of 282.74
feet; thence tangent to said curve South 00°26'25" West, along said right-of-way line and along the East
boundary of said Tract A, 72.90 feet; thence southwesterly along the arc of a tangent curve, said curve being
concave to the Northwest having a radius of 300.00 feet, a delta of 28°03'35", an arc distance of 146.92 feet;
thence tangent to said curve South 28°30'00" West, along said right-of-way line and along said East boundary.
287.48 feet to a point on the arc of a non -tangent curve (radial line thru said point bears North 07°4643" East);
thence westerly along the arc oP said curve being concave to the North having a radius of 330.00 feet, a delta
of Y I8'02", an arc distance of 19.01 feet; thence tangent to said curve North 78'55'15" West, 39.26 feet; thence
North 10*30'00" West, 160.87 feet; thence South 79"30'00" West, 478.61 feet; thence westerly along the arc of
a tangent curve, said curve being concave to the North having a radius of 350.00 feet, a delta of 46° 19'55", an
arc distance of 283.03 feet; thence tangent to said curve North 54° 10'05" West, 621.27 feet; thence
southwesterly along the arc of a tangent curve said curve being concave to the Southeast having a radius of
60.00 feet, a delta of 108'00'00", an arc distance of 113.10 feet; thence tangent to said curve South 17°4955"
West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00110'05"
East, along said West boundary, 185.00 feet; thence South 84010'05" East, 140.74 feet; thence easterly along
the arc of a tangent curve, said curve being concave to the South having a radius of 300.00 feet, a delta of
26°00'00", an arc distance of 136.14 feet; thence tangent to said curve South 5801905" East, 775.64 feet to a
point on the arc of a non -tangent curve (radial line duu said point bears South 68°39'54" East); thence
Southwesterly along the arc of said curve being concave to the Southeast having a radius of 240.00 feet, a delta
of 7°3224", an arc distance of 31.58 feet; thence tangent to said curve South 13°4742" West, 10.01 feet; thence
southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of
25.00 feet, a delta of 95°2633", an arc distance of 41.65 feet to a point of intersection with the northerly right-
of-way line of N.W. 81st Street, as recorded in Official Records Book 6450, Page 688, of the Public Records
of Broward County. Florida, said point also being a point of compound curvature; thence westerly along said
ff northerly right-of-way line and along the arc of a tangent curve being concave to the North having a radius of
1.
Page 5 of 9
1395.00 feet, a delta of 0'4343", an are distance of 17.74 feet; thence tangent to said curve North 70002'03"
West, along said northerly right-of-way line and along the southerly boundary of said Tracts B and A, 461.99
feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said curve
being concave to the South having a radius of 1270.00 feet, a delta of 19'30'09", arc distance of 432.29 feet;
thence tangent to said curve North 89'32'12" West, along said right-of-way line, 206.15 feet; thence
northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
25.00 feet, a delta of 102'10'28", an arc distance of 44.58 feet to a point of reverse curvature, said point also
being on the East right-of-way line of N.W. 88th Avenue, as recorded in Official Records Book 4747, Page
183, of the Public Records of Broward County, Florida; thence northerly along said right-of-way line (said line
also being the West boundary of said Tract A), and along the arc of a tangent curve, said curve being concave
to the West having a radius of 1053.00 feet, a delta of 12'48'21", an arc distance of 235.35 feet; thence tangent
to said curve North 00'10'05" West, along said West boundary of Tract A. 969.69 feet; thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90'36'30", an arc distance of 39.54 feet to a point on said South right-of-way line of Southgate Boulevard;
thence South 89133'35" East, along said South right-of-way line, 171.74 feet to the POINT OF BEGINNING.
TOGETHER WITH
A portion of Tract C of said LAND SEC. 4 GOLF COURSE PLAT and a portion of FORT LAUDERDALE
TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, described as follows:
BEGINNING at the most northeasterly corner of said Tract C; thence South 0011216" East, along the East
boundary of said Tract C, 1323.97 feet to a point on the northerly right-of-way line of N.W. 82nd Street, as
recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; thence
South 89'4744" West, along said northerly right-of-way line and along the South boundary of said Tract C,
200.00 feet; thence westerly along said northerly right -of --way line and along the arc of a tangent curve, said
curve being concave to the South having a radius of 680.00 feet, a delta of 4'2658", an arc distance of 52.81
feet to the Southeast corner of WOODMONT TRACT 51, according to the Plat thereof, as recorded in Plat
Book 92, Page 32, of the Public Records of Broward County, Florida; thence North 04'39'14" West, along the
easterly boundary of said WOODMONT TRACT 51, 361.86 feet; thence northwesterly along the boundary of
said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 100.00 feet, a delta of 102120'46", an arc distance of 178.63 feet to a point of compound
curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a
tangent curve, said curve being concave to the Southeast having a radius of 1000.00 feet, a delta of 35'30'00",
an arc distance of 619.59 feet to a point of compound curvature; thence southerly along the boundary of said
WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the East having a
radius of 200.00 feet, a delta of 70'00'00', an arc distance of 244.35 feet; thence tangent to said curve South
32'30'00" East, along said boundary of WOODMONT TRACT 51, 171.20 feet to a point of cusp; thence
northwesterly along the boundary of that certain canal right-of-way as recorded in Official Records Book 6450.
Page 688, of the Public Records of Broward County, Florida, and along the arc of a tangent curve, said curve
being concave to the Southwest and having a radius of 230.00 feet, a delta of 43132'56", an arc distance of
174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc
of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feet, a delta of 62'02'56",
an arc distance of 162.44 feet thence tangent to said curve North 14'00'00" West, along said right-of-way line,
169.36 feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve
being concave to the Southwest having a radius of 280.00 feet, a delta of 59000'00", an arc distance of 288.33
feet; thence tangent to said curve North 73'00'00" West, along said right-of-way line, an arc distance of 80.00
feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve, said curve being
concave to the Northeast having a radius of 200.00 feet, a delta of 41'00'00", an arc distance of 143.12 feet;
thence tangent to said curve North 32'00'00" West, along said right-of-way line, 650.00 feet; thence
northwesterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the
Southwest having a radius of 280.00 feet, a delta of 17006'01 ", an arc distance of 83.57 feet; thence North
34'45'00" East, 75.55 feet; thence northerly along the arc of a tangent curve, said curve being concave to the
West having a radius of 260.00 feet, a delta of 7103V3", an arc distance of 32.00 feet to a point of reverse
Page 6 of 9
curvature; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast
having a radius of 25.00 feet, a delta of 79°5345", an arc distance of 34.86 feet; thence tangent to said curve
South 72124' 17" East, 31.18 feet; thence southeasterly along the arc of a tangent curve being concave to the
Northeast having a radius of 730.00 feet, a delta of 3°37'17", an are distance of 46.14 feet; thence South
00026'25" West, 31.39 feet; thence southerly along the arc of a tangent curve, said curve being concave to the
East having a radius of 200.00 feet; a delta of 27°11'35", an arc distance of 94.92 feet; thence North 89"31'26"
East, 162.02 feet; thence easterly along the arc of a tangent curve being concave to the South having a radius
of 400.00 feet, a delta of 42°4343", an arc distance of 298.30 feet to a point of reverse curvature; thence
southeasterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
540.00 feet, a delta of 44°4843", an arc distance of 422.34 feet; thence tangent to said curve North 87°26'25"
East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the
Northwest having a radius of 75.00 feet, a delta of 90°00'00", an arc distance of 117.81 feet; thence tangent to
said curve North 02033'35" West, 130.00 feet, thence northwesterly along the arc of a tangent curve, said curve
being concave to the Southwest having a radius of 75.00 feet, a delta of 90°00'00", an arc distance of 117.81
feet; thence tangent to said curve South 87026'25" West, 535.00 feet; thence northwesterly along the arc of a
tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta of 43100'00",
an arc distance of 195.13 feet to a point of reverse curvature; thence northwesterly along the arc of a tangent
curve, said curve being concave to the Southwest having a radius of 700.00 feet, a delta of 41 ° 19'36", an arc
distance of 504.90 feet to a point of reverse curvature, thence westerly along the arc of a tangent curve, said
curve being concave to the North having a radius of 565.00 feet, a delta of 18°2853", an arc distance of 182.25
feet; thence North 84"22'31" West, 79.51 feet; thence North 00"26'25" East. 35.00 feet; thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90"00'00", an arc distance of 39.27 feet to a point on the South right-of-way line of Southgate Boulevard;
thence tangent to said curve South 89°33'35" East, along the said South right-of-way line, 1775.00 feet to the
POINT OF BEGINNING.
ALSO TOGETHER WITH
A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT and a portion of said FORT
LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South. Range 41 Easi, described
as follows:
BEGINNING at the most southwesterly corner of said Tract D; thence North 14°00'13" East, along the West
boundary of said Tract D and along the right-of-way line of that certain canal right-of-way as recorded in
Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, 40.24 feet; thence
northeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the
Southeast having a radius of 100.00 feet, a delta of 92°47'07", an arc distance of 161.94 feet to a point of reverse
curvature; thence northeasterly along said right-of-way line and along the arc of a tangent curve, said curve
being concave to the Northwest having a radius of 180.00 feet, a delta of 78° 1721 ", an arc distance of 245.95
feet; thence tangent to said curve North 28"30"00" East, 425.78 feet to a point on the arc of a non -tangent curve
(radial line thru said point bears North 01 °47'58" West; thence northeasterly along the are of said curve being
concave to the Northwest having a radius of 390.00 feet; a delta of 1811 12'02", an arc distance of 123.89 feet;
thence tangent to said curve North 70000'00" East, 430.00 feet; thence North 87°00'00" East, 790.00 feet to a
point on the aforesaid canal right -of --way; thence South 32°00'00" East, along said right-of-way line, 276.10
feet; thence southeasterly along said right-of-way line and along the arc of a tangent curve, said curve being
concave to the Northeast having a radius of 280.00 feet, a delta of 41 "00'00", an arc distance of 200.36 feet;
thence tangent to said curve South 73000'00" East, along said right-of-way line, 80.00 feet; thence southeasterly
along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 200.00 feet, a delta of 59"00'00", an arc distance of 205.95 feet; thence tangent to said curve
South 14°00'00" East, along said right-of-way line, 169.36 feet; thence southeasterly along said right-of-way
line and along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 230.00
feet, a delta of 62002'56", an arc distance of 249.08 feet to a point of reverse curvature; thence southeasterly
along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 150.00 feet, a delta of 43°32'56", an arc distance of 114.01 feet; thence tangent to said curve
Page 7 of 9
South 32130'00" East, along said right-of-way line, 50.00 feet to a point on the northerly right-of-way line of
N.W. 82nd Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward
County, Florida; thence South 49*31'56" West, along said right-of-way line 273.71 feet; thence southwesterly
along the are of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a
delta of 14'28'04", an arc distance of 352.26 feet; thence tangent to said curve South 64100'00" West, along
said right-of-way line, 36.78 feet; thence westerly along the arc of a tangent curve said curve being concave to
the North having a radius of 25.00 feet, a delta of 8652'08", an arc distance of 37.90 feet to a point of reverse
curvature; thence northwesterly along the northerly right-of-way line of N.W. 81st Street, as recorded in said
Official Records Rook 6450, Page 688 and along the arc of a tangent curve, said curve being concave to the
Southwest having a radius of 1165.00 feet, a delta of 22° 18' 12", an arc distance of 453.50 feet to a point on the
arc of a radically tangent curve; thence northerly along the arc of a tangent curve, said curve being concave to
the West having a radius of 300.00 feet, a delta of 52°52'37", an are distance of 276.86 feet; thence tangent to
said curve North 1401841" West, 90.00 feet; thence North 2400606" West, 435.26 feet; thence northwesterly
along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 100.00 feet, a
delta of 83°04'02", an arc distance of 144.98 feet; thence tangent to said curve South 72049'52" West, 501.42
feet; thence South 69° 19'52" West, 362.18 feet; thence southerly along the arc of a tangent curve, said curve
being concave to the East having a radius of 170.00 feet, a delta of 76°00'00", an arc distance of 225.50 feet;
thence tangent to said curve South 06140'08" East 137.18 feet to a point on said northerly right-of-way line of
N.W. 81st Street; thence South 83°19'52" West, along said right-of-way line, 208.97 feet; thence westerly along
said right-of-way line and along the arc of a tangent curve said curve being concave to the North, having a
radius of 1395.00 feet, a delta of 19*01'46", an arc distance of 463.32 feet to the POINT OF BEGINNING.
ALSO TOGETHER WITH
A portion of said Tract D described as follows:
BEGINNING at the most northerly and westerly corner of said Tract D; thence South 01'30'00" East, 206.31
feet; thence South 70"00'00" West, 235.30 feet; thence southwesterly along the arc of a tangent curve being
concave to the Northwest having a radius of 330.00 feet, a delta of 11'5353", an arc distance of 68.53 feet to
a point on the right-of-way of that certain canal right-of-way as recorded In Official Records Book 6450, Page
688 of the Public Records of Broward County, Florida; thence North 28°30'00" East, along said right-of-way
line, 222.49 feet to the POINT OF BEGINNING.
ALSO TOGETHER WITH
TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in
Plat Book 88, Page 20, of the Public Records of Broward County, Florida.
Said lands situate, lying and being in Broward County, Florida.
AND
Tracts G, H, I, I, K, L, M, N, O, P and Q, LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof
as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida.
Said lands situate, lying and being in Broward County, Florida.
AND
Page 8 of 9
Parcel "A", WOODMONT RECREATION COMPLEX, according to the plat thereof, as recorded in Plat Book
91, Page 49, of the Public Records of Broward County, Florida.
Page 9 of 9
f , EXHIBIT `B"
LEGAL DESCRIPTION FOR THE RESIDENTIAL. PARCELS
� DIG Surveying and Mapping, Inc, LB # 7682
6750 NW 9th Court Margate, Florida 33063 Sheet 1 of 3
Phone: (954) 675-7244 Email: d* urvey@.yahoo.com
T.o T"
LandSeerkn! GoIrCorse Pkt
IMm Book Ok Page 20. B.C.R )
- Sketch and Description -
Pod A
Trull).
Lood Seakn f GWCewse Net
IPIat Book ar. Page 20, B.0 R )
Tract Y'
m d Golf Course Nu
It. Pogc 20, WC R.)
II'uodmon(Trodt1
(Mai Book 92, Page 22, B CA I
09-24-12
Dennis J. Gabriele Not Valid without the signature
Professional Surveyor and Mapper No. LS5709 and original raised scat of a Florida
State of Florida licensed Surveyor and Mapper
Updates and Revisions Date By QC m "' r`""""ai101.ra.w„o.s....�...e.r...xr.wrrwtiurr...
xwmi A.OsrrrYiorima+rraswrbalrwr.Mnwe"
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Job No. 10-0218 Drawn By: DO QA J QC: DG FB. PG. Scale: N.T.S.
.�
LB # 7682
DJG Surveying and Mapping, Inca
S
6750 NW 9th Court Margate, Florida 33063
Sheet 2 of 3
Phone: (954) 675-7244 Email: d' urve m yahoo.co
- Sketch and Description -
Tract 'C'
Land 5entun 4 Golf [Course
Plat Tract 4
(Pon Book 88 Page 20 OCR.) Fort Lauderdale Truck,
P
Farms Subdivision
(Plat Book 4, Page 31. B.C.R.)
@
l
%$N, `
R = 150.00'
9
L=606.55'
D = 231*41'02"
�!�
Sf .ab2•C
R = ] 50.00'
"'.55'
L =
D=231*41'02"
N44a46'29"E
Landseedox CoIlCeurseMe
10,07'
(Plat tlock 11. Pqt 20, B C R4
Traer'D
Land &wdaa dGayCoune Plat
(Plat Book 8p. Page 20, B C A )
0'
D'-
A2"
412,380 Sq. Ft.
(9.47 Acres)
Tray ro•
Lond Seedon 4 Gelf Co rse Flat
(PW Hoak 81. Page10, H.0 R )
R - 1395.00'
L - 68.85'
D - 0204740"
Srtrm Notes
i
1. Bcadns Refemtcc: Bearings shown hereon arc referenced to rite
South Lm ofTran `1". Land Sea d GolfCoune Not. Plat Book
erg, Page 20. B.0 R Said line betas South 424732" West
2. P.B. denotes Plot Book
I. Pg. denotes Page
4. B.0 R. denotes Browanl County Records
5. This is not a survey, but only a graphic depiction shown hereon
No boardory comas were sec in the field misted to this sketch
Job No. 10-021 B Drawn By: DG
R = 265.00
L - 385.93'
D - 83a26'3," Wwdnraai TranSJ
1 ` .(Plat Book 9I,Pup 32.0C.RI
P.O.C.
Easternmost SouthcastCornet
Tract "D"
and Section 4 Goo Course Plat
lit, (P.B. 88, Pg. 20, B.C.R.)
P.O.R
41*
S 44a'
4�.
' Letend
P.O.B. = Point of Beginning
P.O.C. - Point of Commencement
O.R.B. - Official Records Book
B.CR. Broward County Records
R - Radius
L - Arc Length
D - Centel Angle (Delta)
Sq. Ft. Square Fat
/ QC: DG I FB. NIA PG. I Seale: N.T.S.
x DJG Surveying and Mapping, Inc, LB # 7682
6750 NW 9th Court Margatc, Florida 33063 Sheet 3 of 3
Phone: (954) 675-7244 Email: ftsurvey ayahoo.com
- Legal Description -
A parcel of land being a portion of Tract "D"and Tract "C", Land Sec. 4 Gotf Course Plat, as
recorded in Plat Book 88, Page 20, and a portion of a canal, as recorded in Official Records Book
6450, Page 688, all of the Public Records of Broward County, Florida, being more particularly
described as follows:
Commence at the Easternmost Southeast corner of said Tract "D", said point also being a point on
the Northerly line of NW 82nd Avenue as described in Official Records Book 6450, Page 688, of
the Public Records of Broward County, Florida;
Thence, South 49*3 P56" West, along said Northerly line, a distance of 72.45 feet to the Point of
Beginning,
Thence, continue along said Northerly line, South 49*3 P56" West, a distance of 201.25 feet to the
point of curvature of a circular curve, concave to the Northwest, having a radius of 1395.00 feet
and a central angle of 02°49'40";
Thence, Southerly along the arc of said curve, and said Northerly line of NW 82nd Avenue, an ar
distance of 68.85 feet;
Thence, North 38°40'03" West, a distance of 287.95 feet to the point of curvature of a circular
curve, concave to the East, having a radius of 535.00 feet and a central angle of 67001' 12' ;
Thence, Northerly along the arc of said curve, an arc distance of 625.80 feet;
Thence, North 45° 13'31 " West, a distance of 146.15 feet to a point on the arc of a circular curve,
concave to the East, having a radius of 150.00 feet and a central angle of 231°41'02";
Thence, Northerly and Easterly along the are of said curve, an arc distance of 606.55 feet;
Thence, South 45°1T31" East, a distance of 124.33 feet;
Thence, North 44°46'29" East, a distance of 10.07 feet to a point on the arc of a circular curve,
concave to the South, having a radius of 150.00 feet and a central angle of 231 *41'02", a radial
line bears from said point South 71 °04'02" East;
Thence, Easterly, Southerly and Westerly along the arc of said curve, an arc distance of 606.55
feet;
Thence, South 44046'49" West, a distance of 128.81 feet to the point of curvature of a circular
curve, concave to the East, having a radius of 265.00 feet and a central angle of 83 °26'32' ;
Thence, Southerly along the arc of said curve, an arc distance of 385.93 feet;
Thence, South 38°40'03" East, a distance of 281.16 feet to the Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
412,380 square feet (9.47 acres) more or less.
N DJG Surveying and Mapping, Inc, LB # 7682
6750 NW 9th Court Margate, Florida 33063 Sheet 1 of 3
Phone: (954) 675-7244 Email: d' surve idyahoo.com
Sketch and Description -
Pod B
Cj.Wl"or
Vol
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(O R D. 64A Pa 6atl. B.0 R )
Tau "W
Land Sea 4 Golf Caere Pbt
ff 8, $8. Pa. 20. B_CJL)
09-24-12
Twi "K"
Lond Sea I Gaff Caere Plat
(P0.BA' Pa20.8CR)
WoWm nsTrw 65
IPD 91,Pa SO,BCRI V
Trla W
Land See 4 Goj/Caare Mae
IP.R. as. Ps 20. N,C R )
Professional Sur%eyor and Mapper No. LS5709
State of Florida
Updates and ReOsions I I Date
Not Valid without the signature
and original raised seal of a Florida
licensed Surveyor and Mapper
sob No. 10-0218 Drawn By: DO QA / QC: OG FB. PG. Scale: N.T.S.
■ lalaall 1
�
#
LB 7682
DIG Surveying and Mapping, Inca
6750 NW 9th Court Margatc, Florida 33063
'yahoo.com Sheet 2 of 3
Phone:
(954) 675-7244 Email: d' ,cy
- Sketch and Description -
Tract"K"
Land Sec. 4 Golf Cortme Plat
(P.B. 88, Pg. 20, B.C.R.)
Tract"K"
Land Sec. 4 Golf Come Plat
R-260.ar
(P.B. 88, Pg. 20, B.C.R.)
L"65.89' K, 15000'
D 1 14"31'10 L • 569,26'
D..217.26'30'
R • 150 OG
L � 288.59'
n- Iln•13•s7•
WoodlrloutTract 65
S 5V4051• W
(P.B, 91, Pg. 50, B.C.&)
N. 9303'
Ny
--Rt , 260 00'
,- 5234' N
D -11 •Mfil a`
P.O.B.
�
S VIM' F,
Southcast Comcr
302,916 Sq. Ft. N 70`2S50' F a Ii
Acres) 7743
N 02.32-3P F Weadasont Tract 65
•
.�
(6.95
26oe (P.B.91, Pg. 50,B.C.R.)
t'
It-14000' R-250a0'
L - 145 9'
R W 29,6R`
$
L-127.29' 0•33.19'03"
L�22.93'
D-52'OS3S
D-44"IS4D•
R • 225,
S 13'44'53"
110.00'
L - 86 33'
13 - 22'06'i1"
S rT2779` 6 424 92'
3
a
R-17546' y
NOW
26' L=64.N
N"41U 00' L+56.7a'
D • 20`58'!6`
L+3385T D=81.1741•
D +47•I8'47• S70'2S51r'W (�
811,14' N69.0000'IN of
S 80'4 '78' W 1.71'
R-300,00' 9;153 9
S 18'31UYW L-95A8' ae6
IIeOa D-IB•14'O5" a�
Tract "K"
Land See 4 GolfCourse Plat p
(P.B. 88, Pg. 20, B.C.R.) /
3�
2
Survey Notes
1. Beafwg Reference: Bearings shown hereon am referenced to die South Line
of Tract "I". Lan/Sea J God CaurseRst, Pint Book $9, Page 20. B.C,R
Legend
Said line bears South 62117'32" Wen.
2. P.H. denotes Plat Book
P,O.C.r rout orcommencernent
3. Pg. denotes Page
P.O.B. - Pomt of Beginning
4. B.C.R. dcttotea Bmwwd County Retssrds
R - Radars
3. This is not a survey. but only a graphle deli ctun shtswn hereon. No boundary
L = Are Length
curam were set in the field related to this skcleb.
D . Ccetral Angle (Dean)
6. For eWhy, radial lines have not been labeled an thissketeb, Refer to the
written legal description for all radial liras
Job No. 10-02I8 Drawn By: DG QA I QC: DG
FB. NIA PG. I Scale: N.T.S.
LB H 7682
DIG Surveying and Mapping, Inc,
6750 NW 9th Court Margate, Florida 33063 Sheet 3 0£3
Phone: (954) 675-7244 Email: d' unc ahoo.com
- Legal Description -
A parcel of land lying in Section 4, Township 49 South, Range 41 East, being a portion of Tract "K", Laud Sec. 4 GoljCnurse
Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly
described as follows:
Beginning at the Southeast corner of IVooduront Tract 6S, as recorded In Plat Book 91, Page 50, of the Public Records of
Broward County, Florida, said point being on the Westerly line of NW 80th Avenue;
Thence, South 21 *00'00" West, along said Westerly line, a distance of 93.07 feet;
Thence, North 69°00'00" West, a distance of 8.78 feet to a point on the arc of a circular curve, concave to the North, having a
radius of 40.00 feet and a central angle of 81"19'41"; a radial line bears from said point North 30*19'05" West,
Thence, Westerly along the arc of said curve, an arc distance of 56.78 feet to a point on the arc of a circular curve, concave to
the South, hoe ing a radius of 29.68 feet and a central angle of 44'15'40'; a radial line bears from said point South 46*48'11"
West;
Thcncc, Westerly along the an: of said curve, an arc distance of 22.93 feet to the point of tangency;
Thence, North 87027'29" West, a distance of 331.06 feet to a point on the are of n circular curve, concave to the South, having a
radius of 175A6 feet and a central angle of 20*58'56'; a radial line beats from said point South 01024,46" West;
Thence, Westerly along the arc of said curve, an are distance of 64.26 feet to the point of tangency;
Thence, South 70125'50"West, a distance of 81.44 feet;
Thence, South 80°45'38" West, a distance of 99.53 feet to a point on the arc of a circular curve, concave to the North, having a
radius of 300.00 feet and a central angle of 18*105'; a radial line beats from said point North 00"17'36" East;
Thence, Westerly along the arc of said curve, an arc distance of 95.48 feet;
Thence, South 18*3111" West, a distance of 110.00 feet, radially, to the point of curvature of a circular curve, concave to the
North, having a radius of 410.00 feet and a central angle of 47'i8'47'; '
Thence, Northwesterly along the are of said curve, an arc distance of 338.57 feet to the point of tangency;
Thence, North 2410932" West, a distance of 276.02 feet to a point on the arc of a circular curve, concave to the East, having a
radius of 260.00 feet and a central angle of 11029'26"; a radial line bears from said point North 6505078" East;
Thence, Northerly along the arc of said curve, an arc distance of 52.14 feet to a point on the are of a circular curve, concave to
the East, having a radius of 150.00 feet and a central angle of 110'13'57"; a radial line beats from said point North 50'2741"
East;
Thence, Northerly and Easterly along the arc of said curve, an arc distance of 298.59 feet to a point on the arc of a circular
curve, concave to the East, having a radius of 260.00 feet and a central angle of 14031' l0"; a radial line bears from said point
South 4611935" East;
Thence, Northeasterly along the are of said curve, an arc distance of 65.89 feet to a point on the are of a circular curve, concave
to the South, having a radius of 150.00 feet and acentral angle of 217°26'30"; a radial line bears from said point South
71021'54" East;
Thence, Easterly, Southerly and Westerly along the arc of said curve, an arc distance of 569.26 feet;
Thence, South 55°40'51" Wcst, a distance of 93.04 feet;
Thence, South 24009'32" East, a distance of 267.65 feet to the point of curvature of a circular cur c, wncar c to the North,
having a radius of 140.00 feet and a central angle of 52'05'35';
Thence, Southeasterly along the arc of said curve, an arc distance of 127.29 feet;
Thence, South 13044'53" West, a distance of 110.00 feet, radially, to the point of curvature of a circular curve, concave to the
North, having a radius of 250.00 feet and a central angle of 33019'03";
Thence, Easterly along the are of said curve, an arc distance of 145.38 feet to the point of tangency;
Thence, North 70125'50" East, a distance of 77.43 feet to the point of curvature of a circular curve, concave to the South,
ira%ting a radius of 225.00 feet and a central angle of 22106'41";
Thence, Easterly along the arc of said curve, an arc distance of 86.33 feet to the point of tangency;
Thence, South 87°27"29" East, a distance of 8.11 feet;
Thence, North 02132'31" East, a distance of 20.00 feet;
Thence, South 87'27'29" East, a distance of 429.82 feet to the Point ojBegioning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 302,916 square feet (6.95 acres)
more or less.
� DJG Surveying and Mapping, Inc, LB 4 7682
6750 NW 9th Court Margate, Florida 33063
Phone; (954) 675-7244 Email: djgsun'cy@yahoo.com Sheet l of 3
- Sketch and Description -
Pod C
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$4
Woodmont Tract 63
(P.B. 92, Pg. 46, B.C.R.)
09-24-12
Professional Surreyor and Mapper No. LS5709
State of Florida
Updates and Revisions
Drawn
R//// � � � �
Tract "K"
Land Sec. 4 GoyCourse Plot
NW 75th Street
(O.R.B. 6450, Pg. 698, B.C.R.)
Date
Not Valid without the signature
and original raised scat of a Florida
licensed Surveyor and Mapper
FB. PG. I Scale:
LB # 7682
'
DIG Surveying and Mapping, Inc.
S
6750 NW 9th Court Margatc, Florida 33063
Sheet 2 of 3
Phone:
(954) 675-7244 Email: djgsurvey@yahoo.com
- Sketch and Description -
Tract"W'
Laud Sec. 4.Golf Course Plat
S 74�8,1g
(P.B. 88. Pg. 20, B.C.R.)
R= 160.00"
1192Z E
L ss 310.61'
D 111 *13'50"
R = I50.00'
L = 277.81'
D - 106'07'02"
Tract "K"
Laud Sea4 GotfCourse Flat
(P.B. 88, Pg. 20, B.C.R.)
R-35W
L - 25.30' --�
D - 41 a24'32"
R = 45.00'
L = 66.56'
D - 84e4S05
R = 10.00'
L-7.56'--r.
D- 43°20'30"
N 01'00'51" E-
66.23'
Southwest corncr Tract "K"
(P.B. 88, Pg, 20, B,C.R�
239,528 Sq. Ft.
(5.50 Acres)
41 Tract "K
Land Sec. 4 Golf Course Plat
(P.B. $8, Pg. 20, B.C.R. /
Legend
P,O,B Point of Beginning
P.0 C: - Point ofCommenecmcnt
O.R.B.. Official Records BooL
R - Radius
L Are Length
D = Central Angle (Delta)
Sq, Ft = Square Feet
3
1
Survey Notes
Bearing References fleang+stwwn hmeun de
c1.
O
referenced to the South Line of Tmet T. Lanan d S
Z y
4 GotfCows�Pkt. Pto Book A$, PaV 20. H C R
R u 35.00'
Said the bens South 62'IY32' Wcst
L - 25.30'
D = 41'24'35'
2 P D, denotes Piet Hoak
R - 45.00'
3. Pg donates gage
L = 66.45 4. B.C.R. denotes Broward Count Records
D = 84°36.15' Y
R - 10.00'
5. Thus u not a survey, brat only a graphic depiction
L = 7.54'
shown hcmon. No boundary eomcn were set in die
D = 43' 11'41"
Held related to this sketch
S 01"00'51"
61.76'
NW 75th Strut
689,
(O.R.B. 645% Pg.
S 86"3955" W
Job No. 10.0218 Dmwn By: DG _ QA / QC: DG I FB. NIA PG. I Scale: N.T.S.
LB # 7682
DIG Surveying and Mapping, Inc,
6750 NW 9th Court Margatc, Florida 33063 Sheet 3 of 3
Phone: (954) 675-7244 Email: d' urve ahoo.com
- Legal Description -
A parcel of land lying in Section 4, Township 49 South, Range 41 East, being a portion of Tract
"K", Land Sec. 4 Golf Coarse Plat, as recorded in Plat Book 88, Page 20, of the Public Records
of Broward County, Florida, being more particularly described as follows:
Commence at the Southwest corner of said Tract "K", said point also being a point on the
Northerly line of NW 75th Street as described in Official Records Book 6450, Page 688 of the
Public Records of Broward County Florida;
Thence, North 86°39'55" East, along said Northerly line, a distance of 231.25 feet to the Point of
Beginning,
Thence, North 01 °00'S1" East, a distance of 66.23 feet to the point of curvature of a circular
curve, concave to the West, having a radius of 10.00 feet and a central angle of 43020'30';
Thence, Northerly along the arc of said curve, an arc distance of 7.56 feet to the point of reverse
curvature of a circular curve, concave to the East, having a radius of 45.00 feet and a central angle
of 84045'05' ;
Thence, Northerly along the arc of said curve, an arc distance of 66.56 feet to the point of reverse
curvature of a circular curve, concave to the West, having a radius of 35.00 feet and a central
angle of 41°2412";
Thence, Northerly along the arc of said curve, an arc distance of 25.30 feet to the point of
tangency;
Thence, North 01 °00'51" East, a distance of 662.01 feet;
Thence, North 05122'09" West, a distance of 418.51 feet to the point of curvature of a circular
curve, concave to the Southeast, having a radius of 160.00 feet and a central angle of 111 °13'50'
Thence, Northerly and Easterly along the arc of said curve, an arc distance of 310.61 feet to the
point of tangency;
Thence, South 74'08' 19" East, a distance of 119.22 feet to the point of curvature of a circular
curve, concave to the Southwest, having a radius of 150.00 feet and a central angle of 106°07'02";
Thence, Easterly and Southerly along the arc of said curve, an arc distance of 277.81 feet to the
point of tangency;
Thence, South 31*58143" West, a distance of 600.38 feet;
Thence, South 01°00'51" West, a distance of 482.84 feet to the point of curvature of a circular
curve, concave to the East, having a radius of 35.00 feet and a central angle of 41°2415';
Thence, Southerly along the arc of said curve, an arc distance of 25.30 feet to the point of reverse
curvature of a circular curve, concave to the West, having a radius of 45.00 feet and a central
angle of 84°36' 15' ;
Thence, Southerly along the arc of said curve, an arc distance of 66.45 feet to the point of reverse
curvature of a circular curve, concave to the East, having a radius of 10.00 feet and a central angle
of 43111'41";
Thence, Southerly along the arc of said curve, an arc distance of 7.54 feet to the point of tangenc,
Thence, South 01*00,51" West, a distance of 61.76 feet to a point on the North line of NW 75th
Street;
Thence, South 86039'55" West, along said North line, a distance of 60.27 feet to the Point of
Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
239,528 square feet (5.50 acres) more or less.
K LB # 7682
.,A DIG Surveying and Mapping, Inc.
6750 NW 9th Court Margate, Florida 33063 Sheet 1 of 3
Phone: (954) 675-7244 Email: d' urvey Uyahoo.eom
�o
Tmet'A'
fLnJSect(ao46ojFC0r P/rt
Inn B00% IL Paso ID, B.C.R)
- Sketch and Description -
Pod E
j y {
r/1�//�Jp*A
'j,jr
�w77at51 1`:"•
.q
. i►4 rap
aarrrac w�rru
0 �Tlnlil �� �l �i ;� wxn7a Mi71ft4
u'a e I wnas � trly
WrKr bu
7 4 _ to fb1�As».
Southgate Boulevard
(O.R.B.4747, Pg. 183, B.C.R.)
toxe, Do* 6430. Paso 6". a CR )
09-24-12
Profcasional Surveyor and Mapper No. LS5709
Stato of Florida
Updates and Revisions Date
No.
Drawn By: DO
Not Valid without the signature
and original raised seal of a Florida
licensed Surveyor and Mapper
J QC: DO FB, PG. Scale: N.?
N
1 DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margatc, Florida 33063
Phone: (954) 675.7244 Email: djgsur'ey(7yah00.co
Sketch and Description -
S 00*2675" W
84.00' R = 200.00'
L =,119.76'
R = 25.00' D-34'18'35"
L - 39.27' — U
D w 90'00'00" �'!y
P.O.B. I
Easternmost Northwest Comer Tract "A'
Land Section 4 Golf Course Plat
(P.B. 88, Pg. 20. B.C.R.)
I
I�
to
V N
" V
a
I
288,148 Sq. Ft.
(G.61 Acres)/
LB # 7682
S 34'45'00" W
1-----!:!N
63026' 13" W
64.09
d
in
8
C
S 65-33-59" W
31.99'
N 90000,00" W
14.66'
N 63°15'21" W
149.45'
N 89033'35" W
300.00'
S 00109VY E
17.20'
Tract 4
Port Lauderdale Truck
Fartaa Sabdivilr an
(Plat Book 4, Page 31, B.C.R.)
R = 497.00'
L ® 442.36'
D = 50'5948"
Woods ent Tract 48
(Plat Book 115. Page 23, H.C.R.)
R=150.00'
L = 365.95'
D-139°46'59"
89'33'35" W
26AS'
Survey Notes
Legend
I. Hcoting Reference Beariiwgs shoam heueann arc tefaaiced to the
South Line orTnot •1". Lard Sec.0 Ga(%Caarat Nan. Plot Book
P.O.H. - Point of Beginning
U. Page 20. B,C R Said line beaus South 621I732' Wet.
P.O.C. > Point of commencement
0. R B. = Official Record' Book
2. PA denotes Psit Book
R a Radius
L Arc Lengtb
3. Pg. disease Page
D = Central Angle (Delta)
Sq. FL - Square Feet
4. B C R. denotes Bruarad Cooney Records
S. This is not a survey, but only s grapbte depiction shown boom
No boundary comets were set in rho field related to this sketch
Job No. 1 - - -- Drawn By: DO QA if QC: DG
FB. NIA PG. Scale: N.T.S.
x LB # 7682
DIG Surveying and Mapping, Inc,
6750 NW 9th Court Marptc, Florida 33063 Sheet 3 of 3
Phone: (954) 675-7244 Email: dj suroe )Thoo.eom
- Legal Description -
A parcel of land being a portion of Tract "A"and Tract "C", Land Sec. 4 Golf Course Plat, as
recorded in Plat Book 88, Page 20, and a portion of a canal, as recorded in Official Records Book
6450, Page 688, all of the Public Records of Broward County, Florida, being more particularly
described as follows:
Beginning at the Easternmost Northwest corner of said Tract "A" and a point on the South line o
Southgate Boulevard;
Thence, South 89°33'35" East, along said South line, a distance of 1,184.52 feet to the point of
curvature of a circular curve, concave to the Southwest, having a radius of 25.00 feet and a centrF
angle of 90°00'00' ;
Thence, Southeasterly along the arc of said curve, an arc distance of 39.27 feet;
Thence, South 00°26'25" West, a distance of 84.00 feet to the point of curvature of a circular
curve, concave to the West, having a radius of 200.00 feet and a central angle of 34°18'35";
Thence, Southwesterly along the arc of said curve, an arc distance of 119.76 feet;
Thence, South 34145'00" West, a distance of 52.99 feet;
Thence, North 63*26'13" West, a distance of 64.00 feet to the point of curvature of a circular
curve, concave to the South, having a radius of 497.00 feet and a central angle of 50°59'48";
Thence, Westerly along the arc of said curve, an arc distance of 442.36 feet;
Thence, South 65°33'59" West, a distance of 31.99 feet;
Thence, North 90*0900" West, a distance of 14.66 feet;
Thence, North 63' 15'21" West, a distance of 149.45 feet;
Thence, North 89033'35" West, a distance of 300.00 feet;
Thence, South 00°09'03'1 East, a distance of 17.20 feet to a point on the arc of a circular curve,
concave to the West, having a radius of 150.00 feet and a central angle of 139°46'59"; a radial li
bears from said point South 52*58145" West;
Thence, Southerly and Westerly along the arc of said curve, an arc distance of 365.95 feet;
Thence, North 89033'35" West, a distance of 26.48 feet;
Thence, North 00°09'03" West, a distance of 435.00 feet to the Point of Beginning.
ISaid lands lying and being in the City of Tamarac, Broward County, Florida, and containing
288,148 square feet (6.61 acres) more or less.
� DJG Surveying and Mapping, Inc. LB # 7682
{ 6750 NW 9th Court Margate, Florida 33063
Phone: (954) 675-7244 Email: djgsurvcy@yahoo.com Sheet 1 of 3
- Sketch and Description -
Pod F
4 �1
soinSt
7F.firaL W - ..... ss
" �
i w attst M >ar St e I
f
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1hr�Sift � � Qa„t� ii s aa##lvK wl3r st
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arSMfl
mana..... ...... ..
,•"..;L. f,aa�itat ' ' wenJOa r ["y
Waadtmm Ttmt 65 a
(P.a 91.Ps SO. PC I,
of
v
Dennis 1. Gabriele
Professional Surveyor and Mapper No. LS5709
State of Florida
Updates and Revisions
09-24-12
Date
Waadmant Tma 54
(PH M.PG II,Hra1
Tan "E"
LsmdSm 4GaircatmePi i
(P.a IN. Pa In, n C I )
Not Valid without the signature
and original raised seal of a Florida
licensed Surveyor and Mapper
10-0218
a
Do I FB. PG. I Scale: N.
x LB a 7682
P.O.B.
Westemmost Southwest Comcr
Tract "E"
Land See. 4 Gay* Course Piet
(P.B. 88, Pg. 20, B.C.R.)
R - 25.00'
L - 39.27'
D = 90"00'00"
DIG Surveying and Mapping, Inc,
6750 NW 9th Court Margate, Florida 33063 She
Phone: (954) rt yah
675-7244 Email: djgsurvey oo.com
Sketch and Description -
Tray IV
Lucid Sac 4 GOIf Couaxc Plat
J (P n AR. Pi; 20, B.0 R)
J,
q y R - 45.00'
L -- 158,61'
D = 201 "57'06"
N 88009'07" E R-175.00'
56.84' N �'0? 7.1v L = 54.25'
RadW
D-17a45'40"
S 66"5425" E
R N110.21'
��+arot•
Raduy
R - 285.58'
N 1 a w L-103.11'
Radial D - 20*4111'i
h o
V P
4
r O,
to ^�
4) tv ry
C !I v
Q, u
3 q�p ry
TIM'a'
Land See 4 Golf couma Plat
(P B. n. P& 20. B.0 il)
R=150.00'
L - 152.78'
D = 58a21'23"
Survey Notes
1. Beenn4 Reference Bearings; shown heroun are rcrameed to the
Legend
South Line of T oet'I'. Lend Sea 4 GW Course No. Phu Boo►
88. Page 20. B.C.R. Said line hears South 621IT32" West
P.Q.B. -Point of Beginning
2. P.B. donates Plat Book
P.O.C. - Point ofCauunenoemcet
O,R.B. - Official Rectal+ Dook
3. Pg. donates Page
R } Radars
L =Ate Lcnph
4. D.C.R. denotes Droward County Reeanis
D - Central Angle iDeha)
Sq. Ft. a Square Fen
S. This is not a stavey. but only a graphic depiction shown bamn
No boundary corners wort: set in tha field related to thus sit"
Job No. 10-0218 1 Drawn By: DG QA t QC: DG
FB. N/A PC. I Scale: N.T.S.
LB # 7682
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margatc, Florida 33063
Phone: (954)675-7244 Email: dj surve wyahoo.com Sheet 3 of 3
- Legal Description -
A portion of Tract "E", Land Sec. 4 Colf Course Plat, as recorded in Plat Book 88, Page 20, of
the Public Records of Broward County, Florida, being more particularly described, as follows:
Beginning at the Westernmost Southwest corner of said Tract "E", said point also beings point
on the Easterly right-of-way line of NW 80th Avenue as described in Official Records Book 6450
Page 688, of the Public Records of Broward County, Florida;
Thence, North 21 °00'00" East, along said Easterly line, a distance of 325.00 feet to the point of
curvature of a circular curve, concave to the West, having a radius of 1165.00 feet and a central
angle of 22°50'33",
Thence, Northerly along the arc of said curve, and the Easterly line of NW 80th Avenue, an arc
distance of 464.57 feet;
Thence, radially to aforementioned curve, North 88°09'07" East, a distance of 56.84 feet to a poin
on the arc of a circular curve, concave to the South, having a radius of 45.00 feet and a central
angle of 201°57'06"; a radial line bears from said point South 56°12'05"East;
Thence, Easterly and Southerly along the arc of said curve, an arc distance of 158.61 feet to a
point on the arc of a circular curve, concave to the West, having a radius of 175.00 feet and a
central angle of 17145'40"; a radial line bears from said point North 89°07'57 West;
Thence, Southerly along the arc of said curve, an arc distance of 54.25 feet;
Thence, South 66°54'25" East, a distance of 110.21 feet to a point on the arc of a circular curve,
concave to the Northwest, having a radius of 285.58 feet and a central angle of 20*41' 11' ; a radial
line bears from said point North 6914VO1" West;
Thence, Southwesterly along the arc of said curve, an arc distance of 103.11 feet to a point on the
arc of a circular curve, concave to the West, having a radius of 1340.00 feet and a central angle of
12°05'30'; a radial line bears from said point North 81°05'30" West;
Thence, Southwesterly along the arc of said curve, an arc distance of 282.79 feet to the point of
tangency;
Thence, South 21 °00'00" West, a distance of 205.06 to a point on the arc of a circular curve,
concave to the West, having a radius of 150.00 feet and a central angle of 58*21'23'; a radial line
bears from said point South 74008'02" West;
Thence, Southerly along the arc of said curve, an arc distance of 152.78 feet to apoint 'on the
Southerly line of said Tract "E' ;
Thence, North 69°00'00 West, along said Southerly line, a distance of 169.56 feet to the point of
curvature of a circular curve, concave to the East, having a radius of 25.00 feet and a central angle
of 90°00'00' ;
Thence, Westerly and Northerly along the arc of said curve, an arc distance of 39.27 feet to the
Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
148,640 square feet (3.41 acres) more or less.
`N LB # 7682
DJG Surveying and Mapping, Inc.
- 6750 NW 9th Court Margatc, Florida 33063 Sheet 1 of 3
Phone: (954) 675-7244 Email: dj survey yahoo.com
- Sketch and Description -
Pod G
chacarsaa
N+*wz. t 1-4' Y* A1u
g�P�,
lAr
��°� � � dui► r {, .. Nf 19wA � Y � � E �
Q � '� ��"�` 6�i �� • 1f111 Atl /M 71RC x.
i IM ioAa i 3
ti� .. y
WwwYL x '
1 n 6orya" �'a.Blaa
Wondmmt T!n 63
(P-a 91. Pa so, aC.R)
hack •K'
Lands" 4 GaIrcow" PIM
(P a. as. P8 28, DC R )
r
4
4
Ad
a9
Ar
ef
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TIM �g
taad See4Go 0MMPtu e
(P R. 88. Pa. Ia. a C R.)
2
09-24-12
Dennis J. Gabrielle Not Valid without the signature
Professional Sur%eyor and Mapper No. LS5709 and original raised seal of a Florida
Statc of Florida licensed Surveyor and Mapper
Updates and Revisions
Date
By
QC
""'YYYmOirDlbaaY4, Va AYa WJ44hU%K rf�r
einY�ar. a.�aY iMIM�a.Yy�wam�fN.eRwYo�IdevIM,M
MvaNYnraYba�l�faq•YA�dtle YrYY lgeusY..Yar�m
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Job No. 10.0218
Drawn By: DO
QA /QC: DG I FB. PG, I Scale: N.T.S.
N LB # 7682
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margatc, Florida 33063 Sheet 2 tsf 3
Phonc: (954) 675-7244 Email: dj un c ahoo.com
- Sketch and Description -
Woodmont Tract 65
(P.B. 91, Pg. 50, B.C.R.)
P.O.C.
Southwest Comer
Tract "K"
Woodiuont Tract 65
Land Sce. 4 Golf Course Plat
(P.B. 91, P9- 50i B.C.R.)
(P.B. 89, Pg, 20, B.C.R.)
R = 175.46' '
R = 29.68' 3
N 8054538" E
D 20°58'S6"
L= 22.93' °
R - 161.08' 99.53'
L = 44.71'
S 87°272 " E -
D - 441115'40" , am10
331.06'
D 15154' 16"
ry
y
R = 40.00'
A
L = 56.78'
lgsata�� N 70025'50" E
D = 81 ° 19`41" o^
P.O.B.
81AV
130,810 Sq. Ft.
S 69000'00" E
N 6505951" E
(3.00 Acres)
75.00' S 72°36'51"
IN
N 8702729" IN
N 87°44'10" W 23.61'
98.13'
19.3T
'
a y
R = 213.00'
L - 236.93' R = 300.00,
"
R = 100.00'
0•
D ; 63°44'01 L - 102.89'
L = 34.78'
1
D =19'38'59"
D -19°55'40"
R=120.00'
L - 151.83'
D = 72°2945" e
.
Tract "K" a
Land Sec. 4 Golf Course Plat
(P.B. 88, Pg. 20, B.C.R.)
Survey Notes
—
Leeeud
1. Boomg ReLvence Borings shown bacon arc rarautmd to the South Low
orTtaet -i", L.oidSee ( Go((Conrse Has. PIK Book 98. Page 20. B.C.R
P.O.B. = Pant of Beginning
Said line ham South 62'1T3r Wes
P.O.C. - Point ofcemmencement
2. P.B detotes Plat Book
O.R.B. - Ofltoial Records Book
3. Pg. denotes Page
R - Radius
a. B.C.R. do-, Browsed County Records
L - Are Length
S. This is not a survey, but only a graphic depiction shown hereon. No bou idi ry
D = Central Angle (Delta)
comers were am in the Odd related to ibis sketch.
Sq.. Ft. - Square Feet
Job No. 10-0218 1 Drawn By: DG
QA / QC: DG
I FB. N/A PG. I Scale: N.T.S.
'X ' DIG Surveying and Mapping, Inc. LB # 7682
6750 NW 9th Court Margatc. Florida 33063 Sheet 3 of 3
Phone: (954) 675-7244 Email: djgsunveygilyahoo.com
- Legal Description -
A portion of Tract " W', Land Sec. 4 Golf Course Plat, as recorded in Plat Book 88, Page 20, of
the Public Records of Broward County, Florida, being more particularly described as follows`
Commencing at the Southwest comer, Woodmont Tract 65, according to the plat thereof, as
recorded in Plat Book 91, Page 50, of the Public Records of Broward County, Florida, said point
also being a point on the Westerly line of NW 80thAvenue as described in Official Records
Book 6450, Page 688, of the Public Records of Broward County, Florida;
Thence, South 21 000'00" West, along said Westerly line, a distance of 93.07 feet to the Point of
Beginning;
Thence, continue South 21 °00'00" West, along said Westerly line, a distance of 233.03 feet to a
point on the arc of a circular curve, concave to the North, having a radius of 120.00 feet and a
central angle of 72029'45"; a radial line bears from said point North 21 °46'46" West;
Thence, Westerly along the arc of said curve, an arc distance of 151.83 feet;
Thence, North 87127'29" West, a distance of 98.13 feet to the point of curvature of a circular
curve, concave to the South, having a radius of 100.00 feet and a central angle of 19°55'40' ;
Thence, Westerly along the arc of said curve, an arc distance of 34.78 feet to the point of
tangency;
Thence, South 72°36 51" West, a distance of 23.61 feet to the point of curvature of circular
curve, concave to the North, having a radius of 300.00 feet and a central angle of 19°38'59'
Thence, Westerly along the arc of said curve, an arc distance of 102.89 feet to the point of
tangency;
Thence, North 87144'10" West, a distance of 19.37 feet to the point of curvature of a circular
curve, concave to the Northeast, having a radius of 213.00 feet and a central angle of 63144'01 "
Thence, Northwesterly along the arc of said curve, an arc distance of 236.393 feet;
Thence, North 65°59'51" East, a distance of 75.00 feet to a point on the arc of a circular curve,
concave to the Southwest, having a radius of 161.08 feet and a central angle of 15*54' 16"; a
radial line bears from said point South 47°38'30" West;
Thence, Northwesterly along the arc of said curve, an arc distance of 44.71 feet;
Thence, North 80'45'38" East, a distance of 99.53 feet;
Thence, North 70°25'50" East, a distance of 81.44 feet to the point of curvature of a circular
curve, concave to the South, having a radius of 175.46 and a central angle of 20°58'56';
Thence, Easterly along the arc of said curve, an arc distance of 64.26 feet;
Thence, South 87°27'29" East, a distance of 331.06 feet to the point of curvature of a circular
curve, concave to the South, having a radius of 29.68 feet and a central angle of44°15'40";
Thence, Southeasterly along the arc of said curve, an arc distance of 22.93 feet to a point on the
arc of a circular curve, concave to the North, having a radius of 40.00 feet and a central angle of
81 ° 19'41' ; a radial line bears from said point North 51 °00'36" East;
Thence, Easterly along the arc of said curve, an arc distance of 56.78 feet;
Thence, South 69000'00" East, a distance of 8.78 feet to a point on the said West line of NW
80th Avenue and the Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
130,810 square feet (3.00 acres) more or less.
E3=IT `°C"
LEGAL DESCRIPTION FOR THE COMNMRCIAL PARCEL
9� LB # 7682
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margate. Florida 33063
Sheet 1 of 3
Phone: (954) 675-7244 Email: §Vurvey@yahoo.com
- Sketch and Description -Pod
D
a«Msr �k
.x .
tl"X �aiJse� 10
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INJAI
t
4 +¢fit."=,'i.\r.r;a� 8
• 1 "`t�y ir._.i T t. ,..._ Nw :AIM
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Stladtp.m awlewrd
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g o }•W LtladnQa/e Tiacb luau Srbdhldaa
g to (Plat nook 4, Pape 11. MCA)
3=
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o I La.ssrara 4 Galfcarna PIN
(Plat Rook so, Pape 20. a C R )
IYaad■ua+Tmd 47
(Plat Ratak IN, Pape 2, a.CA.)
Traa'A'
LaadSedlaa 4GalfCoana Ma/
(Pbt Rank IIU, Paga ld. R C R (
09-24-12
Dennis J. Gabriele Not Valid without the signature
Professional Sun eyor and Mapper No. LS5709 and original raised seal of Florida
State of Florida licensed Surveyor and Mapper
Updatcsanaiurisions
Date
By
QC
LIY.a1wpJWIp4N.aYUas1A`ONAMA.MIWr
arw.uw«a■tlrwrrra.ow. rrraae«rN4tlaMw.
aarapr.wr� ad+w■v. aa.Yrt■..■.n.w, w�+ar«raw.■.
w■.w+ P.■■n..■.tN.rarw.war.naar Y.ra■tor
aYssdwe Olaatptva\MtA�UNAT17a:NC Waw,■�Ar■iY
■ai r.rm.aaw rwr.. llr.r�.aaru■■■rrun
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�DG
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Job No. 10-0218 Drawn By. MK QA / QC: F13. PG. Scale N.T.S.
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margatc, Flotida 33063
Phone: (954) 675-7244 Email: d' Sur% u. ahoo.com
LB # 7682
Sheet 2 of 3
- Sketch and Description -
P..O.B.
Northernmost Northwest Corner
Tract "A"
Land Sec. 4 Gay Cause Plat
(P.B. 88, Pg. 20, B.C.R.) S.whgote 40ealetard
S 89033'35" E 552.31'
N 45408'10" E
35.54'
3
199,342 Square Feet
4.58 Acres
174
,o
in
N 933'35" W 349.17'
in
Fan Laaderdshr Dutk Farr
g
Sabdi
of M Tian •A'
(Plot slab 4. P3je etle 3t 31. a C R)
in t0 p Lend Seahm 4Gal(Caatx Plal
N S 36'48' 16" W rn (Vial nose 118, PW 10. B C R I
$ 41.57'
R=30.00'
S� L=19.36'
d a D - 36958'21"
o
R-30.00'
g L - 27.77'
z D = 53a01'39"
S 89249'55" W
68.00
N
w
V1
g
Tsa"e
Lead Satlan 4 G,,YCasrst PLO
(Plat Book 73, Pap M B C R }
R - 75.00'
L Q 117.81'
D = 90°00'00"
S 89"49S5" W
28.00'
Survey Notes
1. Bcaeine Rcf==, Bearmip shown bacon we tafenstad to the
Legend
Snodt Line orTrdsl'1'. Lead Sea 4 Gelf Course Plat. Piet Book
38, Page 30, B.CR. Said kne bens South 62.17'32` WeSL
P.O.B. Point of Be8tnom8
P.O C. - Point orcamntencomcni
2. P.B. damiesPlst Baal.
O.R.B. — Otfictal Records Book
3. P8. demcs Pyc
R = Radnu
L - Are Length
4. B.C.R. denotes Broward County Remedy
D Ccmrai Au81e (Deba)
Sq. Fi. - Squme Feel
5. This is not a survey, but only a Brephic depiction down bacon
No boundary comers were set in the field related to tha sketch
Job No. 10.0218
1 Drawn By: MK
QA 1 QC: DG
I FB. N/A PG.
I Scale: N.T.S.
LB # 7692
DJO Surveying,and Mapping,Inc.
s 6750 NW 9di Court Margatc. Florida 33063 Sheet 3 of 3
Phone: (954) 675-7244 Email: igsurvey yahoo.com
- Legal Description -
A portion of Tract "A", Land Sec. 4 Golf Course Plat, as recorded in Plat Book 88, Page 20, of
the Public Records of Broward County, Florida, and a portion of Fort Lauderdale Truck Farris
Subdivision, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County,
Florida, all being more particularly described as follows:
Beginning at the Northernmost Northwest comer of said Tract "A", said point also being a point
on the South line of Southgate Boulevard;
Thence, South 89e33'35" East, along said South line of Southgate Boulevard, and the North line
of said Tract "A", a distance of 552.31 feet;
Thence, South 00°26'25" West, a distance of 226.00 feet;
Thence, North 89°3335" West, a distance of 349.17 feet;
Thence, South 00110'05" East, a distance of 93.80 feet to the point of curvature of a circular
curve, concave to the West, having a radius of 30.00 feet and a central angle of 36°58'21';
Thence, Southwesterly along the arc of said curve, an arc distance of 19.36 feet to the point of
tangency;
Thence, South 36048' 16" West, a distance of 41.57 feet to the point of curvature of a circular
curve, concave to the North, having a radius of 30.00 feet and a central angle of 53101'39';
Thence, Southwesterly along the arc of said curve, an arc distance of 27.77 feet to the point of
tangency;
Thence, South 89049'55" West, a distance of 68.00 feet;
f Thence, South 00*10'05" East, a distance of 274,10 feet to the point of curvature of a circular
curve, concave to the West, having a radius of 75.00 feet and a central angle of 90°00'00";
Thence, Southwesterly along the arc of said curve, an arc distance of 117.81 feet to the point of
tangency;
Thence, South 89°49'55" West, a distance of 28.00 feet to a point on the West line of said Tract
"A", and a point on the East line of NW 88th Avenue, as recorded in Official Records Book 4747,
Page 183, of the Public Records of Broward County, Florida;
Thence, North 00110'05" West, along said West line of Tract "A" and the East line of NW 88th
Avenue, a distance of 709.26 feet;
Thence, North 45*08'10" East, a distance of 35.54 feet to the Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
199,342 square feet (4.58 acres) more or less.
EXHIBIT "D"
MASTER PLAN
' ry
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EXMMff "E"
SKETCH AND LEGAL DESCRIPTION OF WATERWAY AREAS
AND NEW WATERWAY AREAS
9►
LB N 7682
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margatc, Florida 33063
Sheet I of 3
Phone: (954) 675-7244 Email: djpurveyfyaboo.com
- Sketch and Description -
Ao
o
q to
Fort Lauderdale Truck Farms Subdivision ,
A (P.B. 4, Pg. 31)
�`r0
ra
J
uA'
Tract "C"
Land Sec. 4 Golf Course Plat
(P.B. 88, Pg. 20)
This
�p Site
N
,a cf
r�o, P G d,
Woodman Tract 51
o A c,
(P.B. 92, Pg. 32)
?moo Proposed
°✓ `� „A"
'.o " Pod
ae''' Ci
o°
J �
d
4�
4VolWoodmont Tract 53
l�
(P.B. 95, Pg. 11)
r�
iJsdt�`
Woodmont Tract 60
(P.B. 105, Pg. 27)
e�
a.
J
Survey Notes
Legend
1. Bearing Reference: Bearings shown hereon are referenced to
P.O.B. = Point of Beginning
the South Line of Tract "i", Land Sea 4 Golf Course Plat,
P.O.C. - Point of Commencement
Plat Book 88, Page 20, B.C.R. Said line bears South 62°17'32"
O.R.B. r Official Records Book
West.
B.C.R. = Broward County Records
2. P.B. denotes Plat Book
R— Radius
3. Pg. denotes Page
Length
L = Arc Len
4. All recordings referenced hereon can be found in the Public
D — Central (Delta)
Records of Broward County, Florida.
Sq. Ft. = Square Feet
5. This is not a survey, but only a graphic depiction shown
hereon. No boundary comers were set in the field related to
this sketch.
01-23-13
Dennis J. Gabriele
Not Valid without the signature
Professional Surveyor and Mapper No. LS5709
and original raised scat are Florida
State ofFlorida
licensed Surveyor and Mapper
Updates and Revisions
y�
Date
y B
QC
II,gIAr'r'r�YYIY�rYlYlrg4'rq rMirwdrM�rYr�
rt�rrwaOlOflIYY[,x'011�DM�MC'a.K afrlr/d1f'Me
nri4rnwNdyr.irYtlr.at4'irwiwY r„'.,w,rwo
7{IYVLPIIMIANI VMR,fLK rr'Xr4grrrlin �Yd'rYM w/r
.:.. rmwnrtn,w,ti,r'u�w�atK
Job No.10-0218 Drawn By: MRK QA / QC: DG
FB. PG. Scale: Not to Scala
g;
b
DIGSurveying and Mapping, Inc,
6750 NW 9th Court Marptc, Florida 33063
Phone: (954) 675.7244 Email:d' urve ahoo.eom
LB # 7682
Sheet 2 of 3
P.O.C.
- Sketch and Description -
Northeast Comer
Tract "D"
Land Sec. 4 Golf Course Plat
(P.B. 88, Pg. 20)
N 7000,00" E
Tract "C"
91 AT tr
Land Sec 4 Golf Course Plat
(P.B. 88, Pg. 20)
n
`k
P.0.A
Proposed
a
o
Pod "A"
o•
J
R = 200.00'
s� ohi^ a L - 143.12'
Z D - 41°00'00"
R = 150.00'
L = 226.49'
S 73'00 00" G
D = 86°3015011
80.00'
R = 280.00'
D = 55°59'20"
Tract "D"
Land Sec. 4 Golf Course Plat
(P.B. 88, Pg. 20)
73°00'00" W
34.77'
R = 200.00'
L = 205.95'—
D - 59000'00"
Proposed
Pod "A"
R = 230.00'
L = 98.80'----
D = 24*3643"
Job No.10-0218 Drawn By: MRK QA t QC: DG PB. N/A PG. I Scale: Not to Scale
LB # 7682
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margate, Florida 33063
Phone: (954) 675-7244 Email: djgsurveyQyahoo.com Sheet 3 of 3
- Legal Description -
A portion of a canal, as recorded in Official Records Book 6450, Page 688, of the Public
Records of Broward County, Florida, being more particularly described as follows:
Commencing at the Northeast corner of Tract "D", Land Sec. 4 Golf Course Plat, as
recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida;
Thence, North 87100'00" East, along the Easterly extension of said line, a distance of 91.47
feet to a point on the Easterly line of said canal;
Thence, South 32°00'00" East, along said Easterly line, a distance of 102.24 feet to the Point
of Beginning;
Thence, continue South 32100'00" East, a distance of 129.51 feet to the point of curvature of
a circular curve, concave to the Northeast, having a radius of 200.00 feet and a central angle
of 41°00'00';
Thence, Southeasterly along the arc of said curve, an are distance of 143.12 feet to the point
of tangency;
Thence, South 73°00'00" East, a distance of 80.00 feet to the point of curvature of a circular
curve, concave to the Southwest, having a radius of 280.00 feet and a central angle of
55e59'20";
Thence, Southeasterly along the arc of said curve, an are distance of 273.61 feet to a point of
cusp of a circular curve, concave to the East, having a radius of 265.00 feet and a central
angle of 65*1 T59", a radial line bears from said point South 59"30'01" East;
Thence, Southerly along the arc of said curve, an arc distance of 302.02 feet to a point of
cusp of a circular curve, concave to the East, having a radius of 230.00 feet and a central
angle of 24°36'43", a radial line bears from said point North 51023'16" East;
Thence, Northerly along the are of said curve, an are distance of 98.80 feet to the point of
tangency;
Thence, North 14°00'00" West, a distance of 169.35 feet to the point of curvature of a
circular curve, concave to the Southwest, having a radius of 200.00 feet and a central angle
of 59100'00' ;
Thence, Northwesterly along the arc of said curve, an arc distance of 205.95 feet to the point
of tangency;
Thence, North 73°00'00" West, a distance of 34.77 feet;
Thence, North 45° 1 V57" West, a distance of 146.17 feet to a point of cusp of a circular
curve, concave to the East, having a radius of 150.00 feet and a central angle of 86°30'50", a
radial line bears from said point North 18°55'58" East;
Thence, Northwesterly and Northerly along the arc of said curve, an arc distance of 226.49
feet to the Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
40,486.15 square feet (0.920 acres) more or less.
g►' LB # 7682
DJG Surveying and Mapping, Inc,
6750 NW 9th Court Margate, Florida 33063 Sheet 1 of 5
Phone: (954) 675-7244 Email: djgsurveyfiyahoo.com
- Sketch and Description -
�� o di
a ro
Fort Lauderdale Truck Farms Subdivision (P.B. 4, Pg. 31)
Ip Tract "C"
Sheet ��'� Land Sec. 4 Golf Course Plat
2 J (P.B. 88, Pg. 20)�-�
�q Sheets
'Un q 4 and 5
ro �s Proposed
�¢
Pod "A" Woodmont Tract 51
(P.B. 92, Pg. 32)
o
!iT4
o �
Sheet
3
4�
Woodmont Tract 53
(P.B. 95, Pg.11)
Woodmont Tract 60
(P.B. 105, Pg. 27)
�0J
Survey Notes
1. Bearing Reference: Bearings shown hereon are referenced to
the South Line of Tract "I", Land Sec. 4 Golf Course Plat,
Plat Book 88, Page 20, B.C.R. Said line bears South 62017'32"
West.
2. P.B. denotes Plat Book
3. Pg. denotes Page
4. All recordings referenced hereon can be found in the Public
Records of Broward County, Florida.
5. This is not a survey, but only a graphic depiction shown
hereon. No boundary comers were set in the field related to
this sketch.
01-23-13
Legend
P.O.B. = Point of Beginning
P.O.C. — Point of Commencement
O.R.B. — Official Records Book
B.C.R. = Broward County Records
R - Radius
L - Arc Length
D — Central Angle (Delta)
Sq. Ft. = Square Feet
Dennis J. Gabriele Not Valid without the signature
Professional Surveyor and Mapper No. LS5709 and original raised seal of a Florida
State of Florida licensed Surveyor and Mapper
Updates and Revisions Date H
pd Y I QC
10 0218 ( Drawn By: MRK I QA / QC: DG
FH. PG. i Scale: Not to Sale
9t
DJG Surveying Mapping, Inc.
,and
6750 NW 9th Court Margatc, Florida 33063
Phone: (954) 675-7244 EmailAiesurvevldwahomeor
- Sketch and Description -
Woodmont Tract 48
(P.B. 115, Pg. 23)
P.O.B. -----�
Northeast Comer
Tract "D"
Land Sec 4 Golf Course Plat
(P.B. 88, Pg. 20)
Tract "D"
Land Sec. 4 Golf Course Plat
(P.B. 88, Pg. 20)
LB # 7682
Sheet 2 of 5
Tract "C"
Land Sec 4 Golf Course Plat
(P.B. 88, Pg. 20)
ft
Proposed
Pod "A"
R m 280.00'
L=200.36
D = 41 °00'00"
S 73"00'00" E --� / Prodose
45.23'
- Legal Description - /
A portion of Tract "D", Land Sec. 4 Golf Course Plat, according to the plat thereof; as recorded in
Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly
described as follows:
Beginning at the Northeast comer of said Tract "D", said point also being a point on the Westerly
line of a Canal, as recorded in Official Records Book 6450, Page 688, of the Public Records of
Bmward County, Florida;
Thence, South 3290900" East, along said Westerly line, a distance of 276.10 feet to the point of
curvature of a circular curve, concave to the Northeast, having a radius of 280.00 feet and a central
angle of41°00'00";
Thence, Southeasterly along said Westerly line, and the arc of said curve, an arc distance of 200.36
feet to the point of tangency;
Thence, continuing along said Westerly line, South 73000'00" East, a distance of 45.23 feet to a
point on the arc of a circular curve, concave to the Northeast, having a radius of 345.00 feet and a
central angle of 93"45' 14", a radial line beats from said point North 00°08'21" West;
Thence, Northwesterly and Northerly along the arc of said curve, an arc distance of 564.53 feet to
the Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
20,532.12 square feet (0.47 acres) more or less.
Lob No. 10-0218 1 Drawn By: MRK I QA / QC: Dt3 ) FB. N/A PG. I Soak: Not to Scale
LB It 7682
DIG Surveying and Mapping, Inc,
6750 NW 9th Court Margate, Florida 33063
Phone: (954) 675-7244 Email:djgsurvey@yahoo.com Sheet 3 of 5
Sketch and Description -
Qy
tJi
n �
'P"� Woodmont Tract 51
(P.B. 92, Pg. 32)
^i�a�mQ b R = 230.00 P.O.B.
L = 150.29' Easternmost
D - 37°26'19" Southeast Corner
R = 265.00
L= 17.89'
D = 03°52'03"
'OV"
Proposed pao
Pod "A"
Tract "D"
Land Sec. 4 Golf Course Plat
(P.B. 88, Pg. 20)
(O,,k.& canal
�°\ B, Pg 688
R = 150.00
L =114.01'
D = 43132'56" 4g1
IV
4"P
14
Tract "D"
Land Sec. 4 Golf Course Plat
\\\f-(P.B. 88, Pg. 7/
S 32°30'00" E
./ / 50.00'
49°31'S6" W Woodmont Tract 53
72.46'
(P.B. 95, Pg. 11)
1/1' - Legal Description -
A portion of Tract "D", Land Sec. 4 Golf Course Plat, according to the plat thereof, as recorded in Plat Book
88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows:
Beginning at the Easternmost Southeast corner of said Tract "D", said point also being a point on the
Westerly line of a Canal, as recorded in Official Records Book 6450, Page 688, of the Public Records of
Broward County, Florida and also being a point on the Northerly line of NW 82nd Avenue, as recorded in
Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida;
Thence, South 49031'56" West, along said Northerly line, a distance of 72.46 feet;
Thence, North 38°40'03" West, a distance of 281.16 feet to the point of curvature of a circular curve, concave
to the Northeast, having a radius of 265.00 feet and a central angle of 03°52'03", said point also being a point
on the Westerly line of said Canal;
Thence, Northerly along the arc of said curve, and Westerly line of said Canal, an arc distance of 17.99 feet to
a point on the arc of a circular curve, concave to the Northeast, having a radius of 230.00 feet and a central
angle of 37°26' 19", a radial line bears from said point North 51 °23' 17" West;
Thence, Southeasterly along the arc of said curve, and Westerly line of said Canal, an arc distance of 150.29
feet to the point of reverse curvature of a circular curve, concave to the Southwest, having a radius of 150.00
feet and a central angle of 43°32'56';
Thence, Southeasterly along the arc of said curve, and Westerly line of said Canal, an arc distance of 114.01
feet;
Thence, South 32°30'00" East, a distance of 50.00 feet to the Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 13,530.05 square
feet (0.311 acres) more or less.
Lob No. 10-0218___ ___ �1)rnwn By: MRK. QA / QC: DO I FB. N/A PG. I Scale: Not to Seale
9C LB # 7682
DJG Surveying and Mapping, Inc.
6750 NW 9th Court Margate, Florida 33063
Phone, (954) 675-7244 Email ftsurve yahoo.com Sheet 4 of 5
- Sketch and Description -
Tract "C"
Laud Sec. 4 Golf Course Plat
s'-s9c (P.B. 88, Pg. 20)
1"
F
N 62055'37"'« E R
57.18' = 30.00' /�2¢/•
L = 29.98'
Proposed D=57*15'31"
Pod "A"
R = 50.00'
L- 101.13'
D-115*52'52"
R - 280.00'
L - 14.72'
D = 03000'1
R = 265.00'
L = 66.02'
D -14° 1630"
R = 200.00'
L = 244.35'
D - 70°00'00"
Woodmont Tract SI
(P.B. 92, Pg. 32)
R - 1 0.00
L = 162.45' ��a N 32030'OO" W pQ$
D = 6r03'0 \ �' 39.80' �y
oV
R = 230.00
L = 174.82'
= 43033'03" �5q" tira
�e'l. l 4, Woodmoat Tract 53
S`' �'� (P.B. 95, Pg.11)
ro
Tract "D" P.O.G
Land Sec. 4 Golf Course Plat �s Southemmost
(P.B. 88, Pg. 20) A Southwest Corner
Woodmont Tract 51
/ \
`PJ (P.B. 92, Pg. 32)
Job No.10-0218 Drawn By- MRK QA / QC: DG FB. WA M. Scale: Not to Scale
DJG Surveying and Mapping, Inc, LB # 7682
6750 NW 9th Court Margate, Florida 33063
Phone: (9541675-7244 Email: diourveyRyahoo.com S heet S of 5
- Legal Description -
A portion of Tract "C", Land See. 4 Golf Course Plat, according to the plat thereof, as
recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being
more particularly described as follows:
Commencing at the Southernmost Southwest corner of Woodmont Tract 51, according to
the plat thereof, as recorded in Plat Book 92, Page 32, of the Public Records of Broward
County, Florida, said point also being a point on the Northerly right-of-way line of NW 82nd
Street;
Thence, North 32°30'00" West, along the Westerly line of said Woodmont Tract 51, a
distance of 38.80 feet to the Point of Beginning, said point also being a point on the arc of a
circular curve, concave to the Southwest, having a radius of 230.00 feet and a central angle
of 43°33'03", a radial line bears from said point South 57°2959" West;
Thence, Northwesterly along the arc of said curve, an are distance of 174.82 feet to the point
of reverse curvature of a circular curve, concave to the North, having a radius of 150.00 feet
and a central angle of 62103'03";
Thence, Westerly and Northwesterly along the arc of said curve, an arc distance of 162.45
feet to the point of tangency;
Thence, North 14°00'00" West, a distance of 169.35 feet to the point of curvature of a
circular curve, concave to the Southwest, having a radius of 280.00 feet and a central angle
of 03 °00'40' ;
Thence, Northwesterly along the arc of said curve, an arc distance of 14.72 feet to a point of
cusp of a circular curve, concave to the East, having a radius of 265.00 feet and a central
angle of 14°16'30", a radial line bears from said point South 59°30'01" East;
Thence, Northeasterly along the arc of said curve, an arc distance of 66.02 feet to the point
of tangency;
Thence, North 44°46'29" East, a distance of 128.81 feet to a point of cusp of a circular curve,
concave to the West, having a radius of 150.00 feet and a central angle of 97°53'46", a radial
line bears from said point North 19'19'03" West;
Thence, Easterly, Northerly and Westerly along the arc of said curve, an arc distance of
255.69 feet to a point on a radial line;
Thence, North 62055'37" East, a distance of 57.18 feet to the point of curvature of a circular
curve, concave to the South, having a radius of 30.00 feet and a central angle of 57° 15'31' ;
Thence, Northeasterly along the arc of said curve, an arc distance of 29.98 feet to the point
of tangency;
Thence, South 59048'51" East, a distance of 172.41 feet to the point of curvature of a
circular curve, concave to the West, having a radius of 50.00 feet and a central angle of
115*52'52';
Thence, Southeasterly, Southerly and Southwesterly along the arc of said curve, an arc
distance of 10 1. 13 feet to a point on the Northerly line of said Woodmont Tract 51, and the
point of reverse curvature of a circular curve, concave to the Southeast, having a radius of
1000.00 feet and a central angle of 18°34'00' ;
Thence, Southwesterly along the arc of said curve. and continuing along said Northerly line,
an arc distance of 324.05 feet to the point of compound curvature of a circular curve,
concave to the East, having a radius of 200.00 feet and a central angle of 70°00'00";
Thence, Westerly and Southerly along the arc of said curve, and the Westerly line of said
Woodmont Tract 51, an arc distance of 244.35 feet to the point of tangency;
Thence, South 32°30'00" East, along said Westerly line, a distance of 171.20 feet to the
Point of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
122,104.96 square feet (2.803 acres) more or less.
EXMIT "F"
LEGAL DESCRIPTION OF GOLF COURSE PARCEL
DJG Surveying and Mapping, Inet M6750 NW 9TH COURT
AR OATE,9LLORIDA233 63
44
EMAIL: ADMIN@DJGSURVEY.COM
- Sketch and Description -
Golf Course Parcel
ck.a,cLvor
x.roe
1.te T:
-. iwx xxy
Sm�rHw Mi $
Y p
s
$ .ypewUo Y'
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MhwLeue p+eYtl�� ''
if
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4
$ '� i r�.er TM11Y�L
f
MwTiAY
s fmweY
NN line
W. hFX
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MP?N
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N.ipa
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M. nth
Location Map
Not to Scale
Somhaau B1v4
Sheet 1 of 4S
NOT VALID WITHOUT THE -
SIGNATURE AND THE
ORIGINAL RAISED SEAL Of
A FLORIDA uCENSED 04107@014
No. REVISIONS DATE SURVEYOR AND MAPPER DOM J. GORIEIE
PmiwticnM � M�ppu
aos io• 1�218 0uvm eY, MRK Qc. WG sr : NTS Smadt .
•7► LB# 7682
DIG Surve in and Ma in Inc. RG E. 9TH COURT
c t pp g, MPHONE:954O-6757244�
S EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
F—T—
i
Sheet
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ISheet
18 of 4 he
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KEY SHEET
Sheet 2 of 45
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Iheet Sheet 115
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1. BEARING REFERENCE: The Beatings shown hereon are referenced to the recorded plat.
2. This is not a stnvey, but only a graphic depiction of the land shown hereon and its calculated legal
description. No boundary corners were set in the field related to this sketch.
3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida
LU# 7682
6750 NW 9TH COURT
` E DJG Surveying and Mapping, Inc. MAPHO E:954-67DA7244
EMAIL: ADMIN@DJGSURVEY.COM
www.diasurvey.com
Sheet 3 of 45
R•u.6r
L 39.54' Southgate Blvd
D•907670• yip N0040UM I
'"� 633'
Kw Conur NaMLtee
S=A, Tod A' o Ip
TwP. 40 S.
106' RSa 41 E I A
A a
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to
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S PW Llmb I J
C „yri'
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tl
PILL IJmR.
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Tt.et'A' wadI
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1.ke
WoodltlontTract 47
P.B.103. PS 2, B.C.R.
Not Included
ul
IOB
R 300.W '
t L-136.1r
DY+26•W'W'
Match line Sheet 11
Legend
P.O.B. = Point of Beginning B.C.R. - BroWard County Records
P.O.C. = Point of Commencement R - Radius
P.O.T. = Point of Termination L ae, Arc Length
P.B. = Plat Book D - Delta (Central Angle)
Pg. = Page
LB# 7682
MARGAT
`�E ; Df G Surveying and Mapping, Inc. 6750 E. 9TH COURT
FLORIDA 33063
PHONE: 954-675-7244
EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
Sheet S of 4S
I
I
I
Southgate Blvd
89•3313s'E 1Iw st
Nor&
r Nw6 UNttel
MTA
(4ql)
Tract "A"
�
I
V
C 4
t.•a91u' OJLB wsD,ry 660.Bc,a
u-90•DDao'
� I
a
w
40UW
Nod ucluded
I
9 Woodmout Tract 48
N
P.B. 115, Pg 27, B.C.R
R-I0aW
L-146.9V
I0-L'0375'
I
//fGS-SSGGVG
I
Fi41.ia
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Tact•A" P.O.B.IV
Nw came.
I
TWIT,
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Tnet'D"
�d
F.LT,F., ,ry (P B. N, Pj. 20) 1'FI
(4131)
a, 'v
i 0 PbtBeih
NTrS;llvv
l9se
' ~ate &y�Yr In y{t8 Ttact"D'
�N ytSY Land sec. 4 GolfCoum Plat'
R-711 w Dlr
ITS M. P.B. 88.pp 20, B.C.A
D-0•I6V2•
U-lrl2W
aad8ar. N07'4V47'
R�d.Bm. NOlM7la'W
Match line Sheet 13
Legend
P.O.B. — Point of Beginning B.C.R. — Bmward County Records
P.O.C. = Point of Commencement R - Radius
P.O.T. = Pout of Tem ination L = Are Length
P.B. = Plat Book D — Delta (Central Angle)
Pg. = Page
Inc,
L 7682
1Y DjG Surveying and Mapping 1n1+1 6750 E, 9TH COURT
� t MARGATE, FLORIDA 33063
PHONE: M-675-7244
EMAIL: ADMIN@DJGSURVEY.COM
www_dlnsurv9V_COm
I
Southgate at%&
LI
R-BI0'
L-]9.2T
D•WIM
e Swftw
61rd.
ITtoct"C"
Land Sec. 4 Oolf Come Plot R•2ro 01Y
i t1119.
P.B. Is, ft 20. B.C.A L+1]7.6P 0-34-IF33-
I
t S.W31
WOW
ICould
;
W
Not Indaded
N
I
Woodmonl Tract 48
P.B.115. Pg. 23, B.C.R
�I
i
i
_ ,9ooa
—
P.L.T.P. EL.TB.
(41) (01)
R-23.00
L-793T
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D-90'00'00•
Ed Liao
ntl"C
.H. tt. PS, 20)I
M,-2271•
4�--4
_ 7931'
� i irt"e
s
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A 73000'
ro-V'w
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V
j'M �•W
0.-249
R•200.0G
t �2or
t-9t.9r
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fl)
D-IT116'01•
I~
I�
I
�I
I Tnct'D"
Land Sec. 4 Golf Comae Plat
go. Pg. A B.C.R
I
L+1M,99'
Match line Sheet 14
Legend
P.O.B. - Point of Beginning B.C.R. — Broward County Records
P.O.C. — Point of Commencement R — Radius
P.O.T. — Point of Termination L = Arc Length
P.B. — Plat Book D — Delta (Central Angle)
Pg. — Page
DEG Surveying and Mapping, Inc. 6750 , 9TH COURT
MARGA7EFLORIDA 33063
PHONE: 954-675.7244
EMAIL: ADMIN@DJGSURVEY.COM
*
www.djgsurvey.com
Sheet 7 of 45
1 I
I
ig Southple Blvd.
919 333.9 1773.05'
a.-S63.00'
�I L-112.25'
B-u•esr
TOM&P6l Sowh
'Tira+Ep 49 v;W-
' R-700 W Fort laderdale Truck Fume Subdivision I
L-5049C P.B. 4, P8.31, B.CR
D-91•H76'
A-2604V
L-19S.17
I% D-43'OWW I
0..40C.00•
tr09t.3C
DM2N3N]'
�00
Woodmout Tract SO I ,
P.B. log, Pg.48, B.C.IL
Not Included ( A
N
R-54&W I
L-422.34'
D"4441W I oq
��
Fort Lauderdale Truck Farms Subdivision
P.B. 4. Pg. 31. B.C.R.
Tact •C"
Land Sec. 4 Golf Course Plat
P.B. 88. Pg. 20, B.C.R.
R�D.Ob' t
Irip.@' t
t7+4ra9oo• _
Match line Sheet 15
Legend
P.O.B. = Point of Beginning B.C.R. — Broward County Records
P.O.C. - Point of Commencement R - Radius
P.O.T. — Point of Termination L = Arc Length
P.B. — Plat Book D - Delta (Central Angle)
Pg. — Page
LB# 7682
D1G Surveying and Mapping, Inc. 6750 . 9TH COURT
MARGATEFLORIDA33063
PHONE: 954-675-7244
EMAIL: ADMINCDJGSURVEY.COM
$ www.djgsurvey.com
1
f
f
1
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L
PAX it
ScApte Blvd,
Na rbtm.
7net'C
fLand
Sec. 4 Golf Course Plat
I
f
.A.
P.B. 82, P8.20, H.0
'
_
7'owwh7p Lm
axaes
fTract
`C"
f
fB++t
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t1W,C,
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R-73,W
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D-90'00'00'
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Match line Sheet 16
Legend
P.O.B. = Point of Beginning B.C.R. — Broward County Records
P.O.C. — Point of Commencement R - Radius
P.O.T. a Point of Termination L — Arc Length
P.B. = Plat Book D a Delta (Central Angle)
Pg. — Page
a LB# 7682
AS' 6756 9TH COURT
MAE, FLORIDA 33063D G Surveying and Mapping, Inc, PHONE:954-675-7244
EMAIL_ ADMIN@DJGSURVEY.COM
ti' ulunu riincwov rnm
s�16Bt 9 of 45
I
1 Southgate Blvd.
ITamarac
Lanes
s P.B. gS, Pg. 31, B,CA
I
00
`
I
e0
�I
I
Richway at Ta ntarac
I
I
P.B. 11Z Pg. 13. B.C.R.
I
I
T
Match line Sheet 1
Legend
P.O.B. = Point of Beginning
B.C.R. = Broward County Records
P.O.C. = Point of Commencement
R = Radius
P.O.T. = Point of Termination
L = Arc Length
P.H. = Plat Book
D = Delta (Central Angle)
Pg. = Page
i ` DIG Surveying and Mapping, Inc. fi 97H COURT
MARGATE, FLORIDA 33063
PHONE: 954-675 7244
EMAIL: ADMIN@DJGSURVEY.COM
wunu_dimurviw-mm
Sheet '10 of"
Match line Sheet 19
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. -Point of Commencement R = Radius
P.O.T. = Point of Termination L : Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. —page
L8# 7682
t750 RGANW 9TH COURT
MARGATE, FLORIDA 33D63
PHONE: 95"75-7244
DjG Surveying and Mapping, Inc.
EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
Sheet 71 of 4S
Match line Sheet 3
L.,1�2
33 00
5ar
I.4i21'Pit wt
F.LTF.(MI)jTact'A" Pit lint/nr R•1270 ar
L-43229'
20.1' ^ D•19,301W i
N.W. list least , rt""Adke
0 6430.PL liek8ZL I.
I Woodmont Tract 57
P.B. 107. Ps 25. B.C.R
I I
of IN
�I I�
Woodmont Tract S7
P.H. 107. Pa. 25. B.C.R.
I I
I.r�'27r
4 Tf= "(P
I �'ttr• w twd Sec. 4 Go1f Course Plat
!% P9.11. Pt 20. B_C.R
Match line Sheet 20
Legend
P.O.B. = Point of Begiming B.C.R. — Broward County Records
P.O.C. — Point of Commencement R = Radius
P.O.T. — Point of Termination L = Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. = Page
.� LB# 7682
A4 DIG Surveying and Mapping, Inca 6750 , 9TH COURT
� MARGATEFLORIDA33D63
PHONE: 954-676-7244
EMAIL: ADMINQDJGSURVEY.COM
www.dicsurvay.com
Sheet 12 of 45
Match line Sheet 4
T
Woodmoct Tract 47
I
P.B, 103, Ps, 2. B.C.R.
INet
Included
I
a-2/0.
I?6„
L-31.5v
D-r32 24'
'
4
Rxd fiat. S6M3934'B
>r�
� .►,
S13-:r2'W
10DP
Trect'B^
I
L tt=taoar
�fr R•ItOar
i
tfi��a3'
D4r4C
Y D-sr/rnr L-2u9s
R x r.o.a.m o-�e^Intl
L 96• 5 Cam".
a1r
�J�7�
N.W. 8tete4eet
0I
I�
I�
�I
i
I
I
i
i
canal
oaaas9,re,s.ca
INot
Included
I
Match line Sheet 21
Legend
P.O.B. -Point of Beginning B.C.R. - Broward County Records
P.O.C. - Point of Commencement R = Radius
P.O.T. - Point of Termination L = Arc Length
P.B. - Plat Book D = Delta (Central Angle)
Pg, -Page
A
LB# 7682
Inc.
6750 NW 8TH COURT
DIG Surveying and Mapping, • HONE: 954-675-7244 3
S EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
[Sheet 13 of 45
Match line Sheet 5
ilm limit,
i F.LT E
Nn17
I
Weftl.fee R-1700P
ID-76gP06' I
0. Ito.IP
L-245sr FL�Limlo
D-71.1771"
FLT.F.
Trw"D* (47311
a-1393 C0'
L-463 32'
LM19g146�
sT N.w.gluweel
SI7'I9'S3 0R0.6136.P&61t. WL _
NJ '-'t
Irn
WoodmoutTract W
P.B.105. Pg.27. n.0 t
Not Included
I i
it
..1Vot pjacl d�R
I i
I I
Match line Sheet 22
Legend
P.O.B. s Point of Begiming
B.C.R. - Browwd County Records
P.O.C. = Point of Commencement
R = Radius
P.O.T. = Point of Tecnunation
L = Arc Length
P.B. = Plat Book
D = Delta (Central Angle)
Pg. = Page
600 /OOL
Inc.750 NW 9TH COURT
RGATE. FLORIDA
nY i DJG Surveying and Mapping, nc• MAPHONE:954-675-724483
EMAIL: ADMINQDJGSURVEY.COM
+ www.diasurvev.com
14
Match line Sheet 6
IWoodmont
Tract 49
P B. I OS, Pg. 37, B.C.R.
I
Not Included
MTV
(4031)
i
�
i
8•
I
IL 300-W
L-276 W
D•32•127T
�
rM4
NI
I� d
WoodmontTtut 6o
PA, IDS, Pg 27, B.C.R.
I
I
Net Included
I
I
(
Ry730.W
I
LiW,7T
I
D•3{`219!'
su�a
Match line Sheet 23
Legend
P.O.B. — Point of Beginning B.C.R. — Broward County Records
P.O.C. — Point of Commencement R - Radius
P.O.T. — Point of Termination L — Arc Length
P.B. — Plat Book D - Delta (Central Angle)
Pg. -Page
i�'
LaiF IODL
`1*1'
DJG Surveying and Mapping, Inc,
6750 NW 9TH COURT
MAPHONE:
954-675-7244
EMAIL: ADMINCDJGSURVEY-COM
www.dinsurvev_mm
1— —�
R-210O11
L►20036'
D-II•W'00•
1
I
I
I
r-1
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�I
I
.ja
R-I I6S.00'
L-4S]!C
D-22•If12•
I
Sheet 15 of 45
Match line Sheet 7
R-210,07
D-300" I S??ibYN.-
0
t
4rB C,
R-200.W Eck
L-2as51'
Tract "D"
Land Sec. 4 Golf Course Plat
P.B. 88, P8 20. B,C.R
R-2S.00'
L-07.90r
j6�
R-270.00'
L-249.o
D-62"M'SV
R-129S.0D'
L-)32.2s
D-14-2ne ,
.11 •�p�5� a4
o9'
R-1475W
LyMAr
D•1176W
"AI'
1173W
I6 SS2'01"
Match line Sheet 24
(
I
R_200.00' I
"'KIT
D-?0.0700•
I
R-170.w
L-162.4R I
D-a•orsc
s
I
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L_114./2'
D-4777Si•
R-1S0A0
L-11401' ti
7•)YS6• :'�
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I
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tiC Caac,
TM �•
I
(
Legend
P.O.B. = Point of Beginning B.C.R. — Broward County Records
P.O.C. = Point of Commencement R = Radius
P.O.T. = Point of Termination L = Arc Length
P.B. - Plat Book D = Delta (Central Angle)
Pg. = Page
�F DJG Surveying and Mapping, Inc,
r
Match line She,
�PVtlimi,_� � -
I R-100000,
L-619.5w
D-35•]our
I
Woodmoot Tract 51
P.B. 92. Pg, 32, B.C.R.
Not Included
SE Cww'
Woodmoa Tma
I
I
to
8
t%� I
OJ
V Woodmoat Tract 53
P B. 95, Pg.11, B.C.R
G 1 Not Included
8
I
I
I
Cowl
i
L
Match line Sheet 25
6750 NW 9TH COURT
MARGATE, FLORIDA 33063
PHONE: 954-675-7244
EMAIL'. ADMIN@DJGSURVEY.COM
www.djgsurvey,com
Sheet 1 G of 4-4
R-66000'
L-32IP
D-e-asa-
N.W. 62od Stint
OAS 6mrs.666,15CA
R-111LW
L- 61'
"low
"a
NE Cana.
Twct lr
Legend
P.O.B. m Point of Beginning B.C.R. — BroWard County Records
P.O.C. - Point of Commencement R = Radius
P.O.T. - Point of Termination L = Arc Length
P.B. - Plat Book D - Delta (Central Angle)
Pg. = Page
IM# 7682
6750 9TH COURT
ME, FLORIDA 33D G Surveying and Mapping, Inc, PHONE: 954-6757244
EMAIL: ADMIN@DJGSURVEY.COM
uw.0 eline..evnv nnm
Sheet "17 of 455
Match line Sheet 9
—r
N.W. 82nd Sheet
t o.a.a.4+sa.Pa su.e.cn.
�D I
0
Fort Lauderdale Truck Farms Subdivision
M 4, Pg. 31, H.C.R
I
I
L____ L
Match line Sheet 26
LA96nd
P.O.B. — Point of Beginning B.C.R. — Broward County Records
P.O.C. - Point of Commencement R. = Radius
P.O.T. = Point of Termination L = Arc Length
P.B. — Plat Book D = Delta (Central Angle)
Pg. = Page
G Surveyingand Mapping,Inc+
L.IN 7662
6750 NW 9TH COURT
MA
33063D
PHONE:954-6757244
EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
Sheet 76 of 45
I
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I
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4
c
N'
�nV,4
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I
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I
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Match line Sheet 27
Legend
P.O.B. - Point of Beginning
B.C.R. = Broward County Records
P.O.C. - Point of Commencement
R = Radius
P.O.T. = Point of Termination
L = Arc Length
P.B. = Plat Book
D — Delta (Central Angle)
Pg. — Page
a"aaar i voa:
DIG Surveying and Mapping, Inc. 6750 , 9TH COURT
MARGATEFLORIDA 33063
PHONE: 954575-7244
EMAIL: ADMIN®DJGSURVEY.COM
4 www.djgsurvey.com
Sheet 19 of 45
Match line Sheet 10
1 �
I
Tract "H• �.
Land Sec. 4 Golf r
x Course Plat "+
P H. 88, Pg. 20, H,t R
Woodmaat Tract 58
P.H. 104, Pg. 10, B.C.R.
it (o
°°1 1
W
1-4�i ><
L:137�
".
;,� x wrovo9•e ',q
9e.9+
attwoo- �
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a-�ooaa tr9aroono
IrrK.aT
D"7074r4'
IS��' � 9 W
O,R B.6450 PgB,B.C.R
Not Included
x9raaarH 330.7F
1
IWoodmont Tract 62
P.B. 107, Pg. 35; B.C.R
Not Included
Match line Sheet 28
Legend
P.O.B. s Point of Beginning B.C.R. = Broward County Records
P.O.C. = Point of Commencement R = Radius
P.O.T. = Point of Termination L = Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. = Page
Lam four.
6754 NW 9TH COURT
DJG Surveying and Mapping, Inc. MARGATE, FLORID-675- 33063
PHONE: 954675 7244
EMAIL: ADMINQDJGSURVEY.COM
tvunw.dinsurvay.cnm
3hee! 20 of 4S
Lend
P.O.B. - Point of Beginning B.C.R. - Broward County Records
P.O.C. ¢ Point of Commencement R - Radius
P.O.T. - Point of Termination L - Arc Length
P.B. - Plat Book D s Delta (Central Angle)
Pg. —Page
LBO 7682
Inc.
6760 NW 9TN COURT
AY " ` DJG Surveying and Mapping, Inc. MA PHONE: 724463
EMAIL: ADMIN®DJGSURVEY.COM
www.djgsurvey.com
Sheet 21 of 45
i Match line Sheet 12
_
1
�
�
�Qi
I
Tncl V,
Land Sec, 4 Golf Course Plat
91. Pg.20, H.C.R.
I
Woodmont Tract 59 I
P.H. 114, Pg 17. B.CR
Not Included
'b
I
oI''k��as'4
N
rV
N
�I
to
Tnel ,Kr
0)
Land See. 4 OolfCourse Plat
P.H. a, Pg. 20. B.CJL
Cd
I
Issr&Fw
I
slrtrse�e
I
,•
I
6lO�a]h0$
Idllp
Match line Sheet 34
Legend
P.O.B. — Point of Beginning B.C.R. e- Broward County Records
P.O.C. = Point of Commencement R = Radius
P.O.T. = Point of Termination L = Arc Length
P.B. = Plat Book D m Delta (Central Angle)
Pg. =.Page
Inc,
(�
`K , DjG Surveying and Mapping, Inc, 6750 E. 9TH COURT
MARGATE, FLORIDA 33063
PHONE: 954-675-7244
EMAIL: ADMIN@DJGSURVEY.COM
www.diusurvey.com
I
I
I
Wootlmont Tract 59
PA.114, Pg. 17, B,C,A
Not Included
I
!I
1
I b.4
.41
N
�I
�i
Sheet 22 of 4S
h line Sheet 13 T____
_
I
I o.an am, ti, 6e4,9.C1L
Not Included
Z
I J
Is+�'�arsB
.�� N4TOW'fi
Match line Sheet 31
Legend
P.O.B. = Point of Beghming B.C.R. - Broward County Records
P.O.C. = Point of Commencement R. - Radius
P.O.T. = Point of Tenaination L = Are Length
P.B. = Plat Book D — Delta (Central Angle)
Pg. -page
I
LOW Ion&
6750 NW 9TH COURT
nc,MA
33063D G Surveying and Mapping,IHONE:954-675-7244
EMAIL: ADMINQDJGSURVEY.COM
www.diasurvev.com
Sheet Z3 of 45�
Match line Sheet 14 _
V„' I
I
I
I
ITract W
I
I�
I
tN � R-sso,orn
�y 3"O D-
�,,, w�7'Soor
in I
Woodmoot Tract 65
P.B. 91, PS 50, 9.CIL
tV
Na Included
I R-25W
4311.iT
C-50'00'00'
R-9l0 Rita
I - D07*177M 9' I.-157JV(rdd)
t)O'MID-WM33•
I R-101"
tP1497T
R-950 D-$4'55'SV
I L-P.1i'
D-ortrer
tt7�r2sB �
ts5m
I_.— _._..._—_J
Match line Sheet 32
end
P.O.B. = Point of Beginning B.C.R. = BroWard County Records
P.O.C. = Point of Commencement R — Radius
P.O.T. - Point of Termination L — Arc Length
P.B. - Plat Book D = Delta (Central Angle)
Pg. = Page
LB# 7662
DJ� Surveying and Mapping, Inc. 6750 NW eTH COURT
MARGATE, FLORIDA 33063
PHONE: 954-675-7244
R EMAIL: ADMIN@DJGSURVEY.COM
www.dlgsurvey.com
Match line Sheet 15
18heet 24 of 45
Woodmont Tract 54
e
PA. I11.P& 11,H.C,R. I
m
0.-IOBSAC
I
L-421,5Y
I D-32.1f3r
I
I
I
I
I q►35
R-11654V
Ir661.21
I ffi
I
R-3W.W
3,3
Ir36R7r I
o-77woroo•
ITr61:1
"B"
Land
Sec. 4 Golf Course Piet
P.H. 83. PS. 20. B.CJt.
�I
I
�M
inl
I
A
R-230 W '
L-w.rr
I
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g
1 �
hry
Ow.
AC
J)
Woodmont Tact 74 & 75
1
I
P.B.108. Pg.39, B.C,P-
Not Included
I
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. — Point of Commencement R = Radius
P.O.T. = Point of Termination L — Are Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. = Page
a LBO' 768
Inc,6750 NW 9TH COURT
DJG Surveying and Mapping, nMARG NE, 54-575-7244
PHONE: 954-675-7244
EMAIL: ADMINCDJOSURVEY.COM
;► www.dlgsurvey.cotn
Sheet 25 of 45
Match line Sheet 16
I
I
I
Not included
i
I
I '
i
i a-uo W
I L-203AV 1
r my6'5677•
Ezw
The Pines at Woodmont
Condominium
I
i
G I
N4 i
I
N61Qj?•W
s1619931•W Ni •w
w 54 (W
IN
� 11M�•8
IClyp i
lMend
P.O.B. — Point of Beginning B.C.R. a Broward County Records
P.O.C. - Point of Commencement R = Radius
P.O.T. = Point of Termination L = Arc Length
P.B. — Plat Book D - Delta (Central Angle)
Pg- = Page
LB# 7682
6750 NW 9TH COURT
RGATE, FLORIDA 63
DIG Surveying and Mapping, Inc, MAPHONE:954.6757244
4 EMAIL: ADMIN@DJGSURVEY.COM
$ www.djgsutvey.com
Sheet 26 of 45
Match line Sheet 1?
1
♦ n
I
I `
i Tmct.r
el bar
v�t
C14
N
d) S'2511•W
.qI toua12tg1.W tnr
W'
"tp�47,
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OAS Hso Nj 60, B C L ` u�
y S S61'e2106•E
56�1'
I?� I71,?,. S61��.5
17566•
16 H
S19'67'M'W 600.d1'
))N
I
Legend
P.O.B. - Point of Beginning B.C.R. = Broward County Records
P.O.C. — Point of Commencement R = Radius
P.O.T. = Point of Termination L - Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. = Page
DIG Surveying and Mapping, Inca
6750 , 8TH COURT
MARGATEFLORIDA 33063
l
PHONE: 954-675-7244
EMAIL: ADMIN®DJGSURVEY.COM
www.diesurvay.com
Match line Sheet 18 Sheet 27 cf 45
Woodmont Tract 61
P.B. 96. Pg. 42. B.C.R
R*12S.W
R 20moo'
LH32.t]•
D•12'25W
O 'G
3
a
(I
1
I
I
110
C4
I�
I�
I
I
I
Match line
(,,Sheet 28
Myy
C7
I�
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. = Point of Commeneement R = Radius
P.O.T. = Point of Termination L = Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. = Page
T 6750 NW 9TH COURT—
RGATE, FLORIDA 63
DJG Surveying and Mapping, Inc. MA HONE 954-675-7244
EMAIL: ADMIN®DJGSURVEY.COM
S www.djgsurvey.com
Sheet 28 of 45�
Match line Sheet 19
� •� --
`
a-asa.av
L-21128
D-2r4Tn*
3
I
I
y�
Woodmont Tract 62
P.B. 107, Pg. 35. B.C.R.
IR•121W
Not Included I
i
Ir277.7t`
D-113'2a'0a'
IN
salwar a 160.Y6' nct
Tract "I"
Land Sec. 4 Golf Course Plat
P.B. 88, P& 20. B.C.R.
fV l
N
I
L-174.662' °~
1
D-143"Ar
66
N
.1�
l/
I N
Woodmont Tract 67
I
P.B. 118. Pg. 22, B.C.R_
WoodmontTract 67-A
I
P.B. 92, Pg. I, B.C.R.
N.,1.o uded
cow
I
I
D &9. 6450. Pa. 6W B.C&
Match line Sheet 33
L"ond
P.O.B. = Point of Boginnm' g B.C.R. - Browerd Cotmty Records
P.O.C. = Point of Commencement R = Radius
P.O.T. = Point of Termination L - Arc Length
P.B. = Plat Book D - Delta (Central Angle)
Pg. -Page
DIG Surveying and Mapping, Inc. 8750 , 9TH COURT
MARGATEFLORIDA 33083
PHONE: 954-675-7244
EMAIL: ADMIN@DJGSURVEY.COM
S www.digsurvey.com
Sheet 29 of 45
Match
line
Sheet 20
—
I Woodmont Tract 63
P.B, 92, Pg.46. H.CR
Not locluded
I
aa2 dW'E
I
7 O AB 6+0 !{. 61A, a C.R S
t w a 73A0'
00 L-10799'
r7
M
i»iiioWs
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o-aroono•
I�
4) TractIr
;. Land Scc. 4 Golf Course Plat
P.B. 88, Pg. 20, BXYL
sa
1 90
t..6xo.4As
n-aro7,v
I
I
I
1
I
1-0
IWO
W oodmont Tract 67-A�'
I
I P.H. 92, Pg 1. H.CK
Not Included
�
I
Match line Sheet 34
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. - Point of Commencement R = Radius
P.O.T. - Point of Termination L - Arc Length
P.B. - Plat Book D =z Delta (Central Angle)
Pg. -page
a LBO 7682
Inc,
6750 NW 9TH COURT
DJG Surveying and Mapping, Inc, MAPHONE: 954-675 72
EMAIL: ADMIN@DJGSURVEY.COM
www.djg3urvey.com
,h line Sheet 21
I
I
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R-410.00'
L-21141'
Io-u*sazt•
NI
�I
�I
VI
It-6
Fi
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0.4
l Tnet "K"
Land Sec. 4 Golf Course Plat
P 8 98. P& 20, W R.
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i
R-75000'
I [r177.a0'
ll~il•IT'07•
i
i
Sheet 30 of"
i
I
TmctfK" I
Land Sec, 4 Golf Course Plat
P.H. 88, Pg, 20, H.C.R
1-4
en
I�
I�
I�
R"120M
tr12t91'-
R"asoao
=LPI w
D�MlTir
Match line Sheett 35 __.. — — _L - I
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. = Point of Commencement R - Radius
P.O.T. = Point of Termination L = Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. -pap
6750 NW 9TH COURT
*,,;
DJG Surveying and Mapping, Inc+ M PHONE: 954-875.744EMAIL: ADMIN@DJGSURVEY.COM
www4gsurvey.com
Of
Match line Sheet 22
likor
i
I
Tact"K-
Land Sec. 4 Go1f Course Plat
I
I
P.H. BB, Pe, 20, H.CR
I
I
I13094
I
I
7g'ST 1 a-601W
L-113JYf
I
tl%101.4M11•
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a."300A0'
I
I
t.-:0S Ir
D-39"11'14•
tQr3 I
Tnct "K" I M
03
OJ
U I
Woodmont Tract 64
P.H 95. Pg. 40, B.C.R.
II�
i
I
Not tnciuded
�-1
I
�
i
i
I
ar1!3.7
ttUR
n-4•Isl6•
Match line Sheet 36
Legend
P.O.B. = Point of Beginning B.C.R. - Broward County Records
P.O.C. = Point of Commencement R — Radius
P.O.T. — Point of Termination L - Arc Length
P.B. = Plat Book D - Delta (Central Angle)
Pg. — Page
91 LBO! 7682
DJG Surveying and Mapping, Inc. 8750 E, 9TH COURT
MARGATFLORIDA 33083
PHONE: 954.675-7244
EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
Sheet 32 of 45
Match line Sheet 23�
_• _ _„_
Limas
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,P. .8
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-19lQ00
Ld9l7r
DAYI73•
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Match line Sheet 37
Legend
P.O.H. = Point of Beginning B.C.R. - Broward County Records
P.O.C. - Point of Commencement R m Radius
P.O.T. — Point of Termination L = Arc Length
P.B. = Plat Book D - Delta (Central Angle)
Pg. = Page
r LBO 7682
6750 NW 9TH COURT
DJG Surveying and Mapping, Inc. MAPRGATE, FLORIDA
HONE:954-675724463
EMAIL: ADMIN®DJ05URVEY.COM
S wunv rtln.ivev rnm
Sheet 33 of
Match line Sheet 28
O.R.B "So Pam{ as,BCA
\ u e r A,a,.a
Woodmont Tract 67
PB, 118, Pg. 22, B.C.R.
Not Included
d
en
snd
P.O.B. = Point of Beginning B.C.R. - Broward County Records
P.O.C. - Point of Commencement R — Radius
P.O.T. = Point of Termination L = Arc Length
P.B. = Plat Book D - Delta (Central Angle)
Pg. — Page
(+ 6760 NW 9TH COURT
I *"' DJG Surveying and Mapping' Inc, MpPHONE:�9FLORIDA 54--675 7244 3
EMAIL: ADMIN@DJGSURVEY.COM
www.dlosurvey.com
Sheet U of 4S
Match line Sheet 29
1-
o"
'heel "r
Land See. 4 Golf Course Plat
P.H.B8,Pg. 20,H.CJL
_11*� I I
en I �S+
L-133 2r
4) I D•29°IS'49•
IS
I
I
Match line Sheet 38
Legend
P.O.B. = Point of Beginning B.C.R. - Broward County Records
P.O.C. — Point of Commencement R — Radius
P.O.T. — Point of Termination L = Arc Length
P.B. — Plat Book D —Delta (Central Angle)
Pg. - Page
t" `.0
12
1
DIG Surveying and Mapping, Inc,
6750 NW 9TH COURT
MARGATE, FLORIDA 33063
PHONE: 954-675-7244
EMAIL: ADMIN@D.IGSURVEY.COM
www.djgsurveycom
Sheet 35 of 4S�
Match line Sheet 30
Ry107DAa'
L-119.99'
MI
a�1
Woodmont Tract 69
� P.B.96, Pg. 4, B.CA
I Not toctuded
V
IN
IWoodmoot Tract 69
IP.R 96. Pg. 4, B.CA
1 Tact Ir Not teeluded
�Jt
Match line Sheet
D-0.Znl' J,
4 96160
i
Tact "O"
1
R-5l0.W I
L-735.t:
"4WW I
M
Traci IM
Land See. 4 Golf Course Plat
P.B.18, Pg. 28, RXIL
9� inet'O'
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. - Point of Commencement R m Radius
PAT. - Point of Termination L - Arc Length
P.B. - Plat Book D - Delta (Central Angle)
Pg. — Page
e ff I -p-
6750 NW 9TH COURT
* DJG Surveying and Mapping, Inc, M PHONE:954-675.724483
EMAIL: ADMIN@DJGSURVEY.COM
www.diusurvey.com
Sheet 3S of 45
Match line Sheet 31
RNt7OW
I
L•2"Aw
I
D•1.4172•
R•100000
I
o-uvozr
a
'gift"
I
I
ILend
Sec. 4
Golf Coum Plat
I
P B 80, Pg.20, B.C.R.
Tract IL•
I
1 .315.s
en
I
o-n•s2ror
+�,,
I�
M ( W oodmant Tract 70
39, B.C.R
P.B 106, PS
R•400 WL-34T
INot tncludt:d "9S26W
^�
�I
I�
�I
I
I
L SK3B'
Dr1R0V5•
1
1 W oadmoot Tract 70
P.B.106, Pg.C.39, B.R.
1 Nat Included
IR•1aao6
Lansr �*.r*,�•q.
I D•69'22Y1•
Cad
4 Not Ltekaled
— Match line Sheet 40
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. = Point of Commencement R= Radius
P.O.T. = Point of Termination L - Arc Length
P.B. = Plat Book D — Delta (Central Angle)
Pg. = Page
8751) NW 91H COURT
ARGATE. FLORIDA
DIG Surveying and Mapping, Inc, M PHONE:954-675-7244 3
EMAIL: ADMINODJGSURVEY.COM
S wwwAigsurvey.cwm
Sheet 37 of 45
Match line
INotlnctoded
�P IM
NI
t32
(F.L.T.F.)
p� I Villas at Woodmont Condo
�l I Not itxluded
Al
I
R-230 W
I L-291m,
P•39SM
R•0200W
LCIIJt•
1r110 01•
3•i356•
Treet "V
N9i'tn0•W
K t,W 3t6 r .4r i%''�'iryv
y •W �y 4
y0 10120,
Paw
Match line Sheet 41
Legend
P.O.B. = Point of Beginning B.C.R. = Broward County Records
P.O.C. — Point of Commencement R = Radius
P.O.T. - Point of Termination L = Are Length
P.B. = Plat Book D — Delta (Central Angle)
Pg. —pap
LIFO 7662
6750 NW 9TH COURT
MARGATE, FLORIDA
`K DIG Surveying and Mapping, Inc. PHONE: 954-675 724463
EMAIL: ADMIN@DJGSURVEY.COM
$ www.djgsurvey.com
Sheet 38 of
Match 1i
I
I
1
I
I
Sheet 34
cud
O L11, 6436. Ps 611, a Ca.
Not Included I
Tract V
Land Sec. 4
olf Course Plat
P. 88, P8,10, B-CR.
Cat Woodmont III
Tars,w, Ps-4, WC
Not included
Legend
P.O.B. — Point of Beginning B.C.R. - BroWard County Records
P.O.C. - Point of Commencement R - Radius
P.O.T. s Point of Termination L - Arc Length
P.B. s Plat Book D =¢ Delta (Central Angle)
Pg. = Page
I
I en
N
UN 7682
RGATE, FLORIDA
6750 NW 8TH COURT
`i ; DIG Surveying and Mapping, Incr MA
PHONE: 954 675-724463
4 EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
Sheet 39 of 45
Match line Sheet 35
cual
2Zf jrl+� O R 8.6430. P� 688, B C A jrBY]S55'B
Not Included
14
I
I
001 �
M� y
.0
Tract `N'
(�
I Lend Sec. 4 Golf Course Plat I.0
P.B. is, P& 20, wcx 6�
I
I l
I
I �
I I
I
I Dg_ NeP'etYe'W e7
m
w McNab Road '
I I
Legend
P.O.B. = Point of Beginning B.C.R. Broward County Records
P.O.C. — Point of Commencement R — Radius
P.O.T. = Point of Termination L = Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. — Page
�fIR •VY�.
DJG Surveying and Mapping, Inc. 8750 , 9TH COURT
MARGATEFLORIDA 33053
PHONE: 954-675-7244
EMAIL: ADMIN@DJGSURVEY.COM
ti www.dlgsurmy.com
Match line Sheet 36
�n.ss
O.d0000'
Ir250.T!'
i
w McNab Rod
(Sheet 40 of 45
I
Legend
P.O.B. — Point of Beginning B.C.R. = Broward County Records
P.O.C. - Point of Commencement R — Radius
P.O.T. = Point of Termination L — Arc Length
P.B. - Plat Book D = Delta (Central Angle)
Pg. = Page
LB# 7682
MARGAT
DJG Surveying and Mapping, Inc. 6750 E, FLORIDA 33063
9TH COURT
PHONE: 954-675-7244
EMAIL: ADMIN®DJGSURVEY.COM
www.djgsurvey.com
E* Sheet 41 0 45
r
R-2U OW
L-10D 16•
D-209120'
I$ Trace I"
Match line Sheet 37
1016Y Tract -L-
Land Sec.4 Golf Course Plat b \
P.B, Be, P6 20. Bxx
R.2eaOrc
L-23320 Tne1 •L•
D-41'4SW
R-300.W
LM003r
D-76•211041
Woodmoul tract 72-B
P.B 105, P& IN. BXA
L-727�073V -2'
•;*
•i9'
FLR-023362P.5
R-100W
+''
rL-1so.17
i D-56.342A�t
,yD-13.59'30'
Ito
R-100aa
L$0]2•
D-21•46'Ir
10
R-610 00
L-00.14•
1
1 '24'01'
Legend
P.O.B. = Point of Beginning B.C.R. - Broward County Records
P.O.C. = Point of Commencement R = Radius
P.O.T. = Point of Termination L - Arc Length
P.B. = Plat Book D = Delta (Central Angle)
Pg. = Page
E*.-FT
# 7682
6750 NW 9TH COURT
DJG Surveying and Mapping, Inc, M ARGATE, FLORIDA
PHONE:95"75.724463
EMAIL; ADMINQDdGSURVEY.COM
www,cggsurvey.com
Club House Pod j8heet 42 of 4511
Tract "K"
Land Sec. 4 Golfcourse Plst
(P.S. S8, Pg. 20, B.C.R.)
POD
LAKE
Tract lead Sec. 4 GolfCm
ourse Plat
(P.B. 8s. Pg. 20. B.CR)
N 52045'41"
95.76
Not Included
Fort Leudedsle Truck Frams
(P.B. 04. Pg. 31, B.C.R)
09°58'39"
256.57'
t:g161IF Z.1w
22°04'IO" E
315.71ti
R-1,950.00'
L =12.21'
D = 00*21'32" 11-P.O.B.
Not included
Fort Laudedsle Truck Frams
(P.D. 04, Pg. 31. B.C.R.)
POD
I.E.
POD R=120.00'
L =151.83:
R - 300.00' N 72°3G51" E D = 72°29'41" -.
L-102.89' 23.61' 4b
D - 9°38'59'- ! ►
6.
R=100.00'--
L = 34.78'
D-19"55'40"
Parcel "A"
Woodesont
Recreation Complex
(P.B. 91, Pg. 49. B.C.R)
489,437 Squere Feet
11,24 Acres
1
A 0. C. D = 08° 9'52" Not included
Eastemmosu Southeast Comer Fat Laudedsle Truck Frets
Tract "K" (P.B. 04, Pg. 31, B.C.R.)
Land Sec 4 Wf Course Plan
(P.B. 99, Pg. 20, B.C.R.)
87°27'29" Egg'
9a.13'
Not included
Fort Leudedale Truck Fmms
(P.R. 04, Pg. 31. B.C.R.)
R - 25.00'
L= 38.45'
D = 88°06'50"
Legend
P.O.B. = Point of Beginning P.B.C.R. = Palm Beach County Records
P.O.C. = Point of Commencement R - Radius
P.O.T. = Point of Termination L - Arc Length
P.B. — Plat Book D — Delta (Central Angle)
Pg. = Page L.W.D.D. = Lake Worth Drainage District
I
LB# 7682
�y DIG Surveying and Mapping,Inc,6750 NW eTH COURT
Y v M PHONE: 954-675-7244 63
EMAIL: ADMIN®DJGSURVEY.COM
www.cUgsurvey.com
LEGAL. DESCRIPTION sheet 43 of 45
A portion ofTracts, A, B, and C, LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 88,
Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION
of Section 4, Township 49 South, Range 41 East, according to the plat thereof, as recorded in Plat Book 4, Page 31, of the public
Records of Broward County, Florida, described as follows:
Commencing at the Northwest comer of Section 4, Township 49 South, Range 41 East; thence North 00' l0'05' West, along the West
boundary ofsaid Section 4, 6.33 feet to the POINT OF BEGINNING, said point also being on the South right-oFway Hoe of Southgate
Boulevard and the North boundary ofsaid Tract A; thence South 99133135' East, slang said South right-of-way line and North
boundary, 506.18 feet; thence South 00*0703" East, 389.13 het; thence South 69145'23" East, 379.53 feet; thence northeasterly along
the arc ore tangent curve said curve being concave to the Northwest having a radius of 250.00 feet, a delta of 72' 12'5I ", an arc
distance of 315.09 feet; thence South 89133135" East, 400.00 feet; thence North 00'09103' West, 435.00 feet to a point of irdenection
with said South right-of-way line of Southgate Boulevard and said North boundary of Tract A; thence South 9913335" East, along
South right-of-way line and along the North boundary ofsaid Tracts A and C,1194.52 her,, thence Southeasterly along the arc ore
tangent curve, said curve being concave to the Southwest having a radius of 25.00 feet, a delta of 90'00'00", an arc distance of 3927
feet thence tangent to said curve South 00'26'25" West, 84.00 feet; thence southerly along the arc ofa tangent curve, said carve being
concave to the West laving a radius of 200.00 feet, a delta of 34' 1835", an arc distance of 119.76 feet thence tangent to said curve
South 34*45'00" Weal, 75.55 feet to a point on the right-of-way line of that certain canal right -of --way recorded in Official Records
Book 64S0, Page 688, of the Public Records of Broward County, Florida, avid point also being a point an the arc ore non -tangent
curve (radial line thm said point bears South 28'3Y58" West); thence northwesterly along said right -or -way line and along the arc of
said curve being concave to the Southwest having a radius of 280.00 feet, a delta of2810913I", an arc distance of 137.61 het; thence
tangent to said Burn North $913335" West, along said right-of-way line, 650.00 feet; thence southwesterly along said right -of way
line and along the arc ofa tangent curve, said curve being concave to the Southeast having a radius of 180.00 feel, a delta of 90'00'00",
an arc distance of 282.74 feet; thence tangent to said curve South 00*2675" West, along said right-of-way lure and along the East
boundary ofsaid Tract A, 72.90 feet thence Southwesterly along the arc ofa tangent curve, said curve being concave to the Northwest
having a radius of 300.00 feet, a delta of 28'0335", an arc distance of 146.92 feet thence tangent to said curve South 28130100" West,
along said right-of-way line and along said East boundary, 287.48 feet to a point on the arc of a non -tangent curve ( radial line thru said
point bears North 07'46'43" East); thence westerly along the arc of said curve being concave to the North having a radius of 330.00
feet, a delta of 3' l8'02", an arc distance of 19.01 feet; thence tangent to said curve North 78.55'15" West, 3926 feet thence North
t VMW West, 160.97 feet thence South 79'30'00" West, 478.61 feet thence westerly along the no oft tangent curve, said curve
being concave to the North having a radius of 350.00 feet, a delta of 46' 19'55', an arc distance of 283.03 fat thence tangent to said
curve North 54' ins* West, 62127 feet; thence Southwesterly along the arc ore tangent curve said curve being concave to the
Southeast having a radius of 60.00 feet, a delta of 108'00'00", an arc distance of 113.10 feet thence tangent to said curve South
1714755" West, 372.42 fast to a point of intersection with the West boundary ofsaid Section 4; thence South 009 n5" East, along
said West boundary, 185.00 feet; thence South 84' 10'OS" East, 140.74 feet; thence easterly along the arc ofa tangent curve, said curve
being concave to the South having a radius of 3D0.00 het, a delta of 26*00TO', an arc distance of 136.14 her; thence tangent to said
curve South 58'10'05" East, 775.64 feet to a point on the arc ofa non -tangent awe (radial Hoe thin said point bears South 68'39'54"
East); theace southwesterly along the arc of said curve being concave to the Southeast having a radius of 24D.00 feet, a delta of
7'3274 an arc distance of 3 1. 58 feet thence tangent to said curve South 1314742" West, 10.01 feat; thence southwesterly along the
are ore tangent curve, said curve being concave to the Northwest having a radius of 25.00 feet, a delta of 9512633", an arc distance of
41.65 feet to a point of intersection with the northerly right-of-way fine of N.W. gist Street, as recorded in Official Records Book
6450, Page 688, of the Public Records of Bmward County, Florida, said point also being a paint of compound curvature; thence
westerly along said northerly right-of-way Hue and along the arc ore tangent curve being concave to the North having a radial of
1395.W feet, a delta of O'4343", an arc distance of 17.74 feet; thence tangent to said curve North 70'02'03" West, along said northerly
right-of-way line and along the southerly boundary of said Tracts B and A, 46199 het; thence westerly along said northerly
right-of-way tine and along the arc ore "ant curve, said erne being concave to the South having a radius of 1270,00 feet, a delta of
19'30'09", an are distance of 43229 feet thence tangent to said curve North 89'32'12" West, along said tight -of -way line, 206.15 feet
thence northwesterly along the arc ore tangent curve, raid curve being concave to the Northeast having a radius of25.00 het, a delta
of 102' 1(Mr, an arc distance of44.58 fast to a point of reverse curvature. said point sbo being an the East right-of-way line of N.W.
88th Avenue, as recorded an Official Records Book 4747. Page 183, of the Public Records of Browud County, Florida; thence
northerly along said dillttof-way line (said line also being the West boundary ofsaid Tract A), and along the arc of ■ tangent curve,
said curve being concave to the West having a radius of 1053.00 het, a delta of IY487 t', anarc distance of 235.35 feet; thence
tangent to said curve North 00' ins" War, along said West boundary of Trot A, 98A9 feet thence northeasterly along the am of a
tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90.3630', an arc distance of 39.54
feet to a point on said South right-of-way Use of Southgate Boulevard; thence South 89'3315' East, along said Southright-of-way
line, 171.74 feet to the POINT OF BEGINNING.
TOGETHER WITH
A portion ofTract C of said LAND SEC. 4 GOLF COURSE PLAT and a portion of FORT LAUDERDALE TRUCK FARMS
SUBDIVISION of Section 4, Township 49 South, Range 41 East, described as follows:
BEGINNING at the most northeasterly comer of geld Tract C; thence South 00' 12'16" East, along the East boundary ofsaid Tract C,
132397 feet to a point on the northerly righhof--way line of N.W. 82nd Street, as recorded in Official Records Book 6450, Page 688,
of the Public Records of Broward County, Florida; thence South 89'4744" West, along said northerly right-of-way line and along the
South boundary ofsaid Tract C, 200M feet thence westerly along said northerly right-of-way Sae and along the we of a tangent
curve, said curve being concave to the South having a radius of 680.00 feet, a delta of 412&581, an arc distance of S2.81 het to die
Southeast tamer of WOODMONT TRACT 51, according to the Plat thereof; as recorded in Plat Book 92, Page 32, afthe Public
Records of Brcward County, Florida; thence North 04*39'14' West, along the easterly boundary ofsaid WOODMONT TRACT S I,
361.96 het thence northwesterly along the boundary of said WOODMONT TRACT 51 and along them ofa tangent curve, said
curve being concave to the Southwest having a radius of 100.00 feet, a delta of 102°20'46', an m distance of 178.63 feat to a point of
compound curvature; thence southwesterly along the boundary ofsaid WOODMONT TRACT 51 and along them of a tangent curve,
said curve being concave to the Southeast having a radius of 1000.00 feet, a delta of3S'3n0", an arc distance of619.59 het to apoint
of compound curvature; thence southerly along the boundary of said WOODMONT TRACT 5I and along them ofis tangent curve,
said curve being concave to the East having a radius of 200.00 feet, a delta of 70'00'00", an at distance of 2443S her thence tangent
to said curve South 32.3900" But, along said boundary of WOODMONT TRACT 51,171.20 hat to a pant ofcosp;
I
>> i.PR • Yvi,
B94- COURT
MARGATE, FLORIDA 33063
DJG Surveying and Mapping, Inc.
PHOHO NE:E: 954.675-7244
EMAIL- ADMINGDJGSURVEY.COM
www.djgsurvey.com
LEGAL DESCRIPTION (Sheet 44 ei
thence northwesterly along the boundary orthat certain canal right-of-way as recorded in Official Records Book 6450, Page 688, of the
Public Records of Hroward County, Florida, and along the are oft tangent curve, said curve being concave to the Southwest and
having a radius of 230.00 feet; a delta of 43'32'S6", an arc distance of 174,82 fat to a point of reverse curvature; thence northwesterly
along said right -of --way line and along the arc ore tangent curve said curve being concave to the Northeast having a radius of 15010
feet, a delta of 62'02'S6", an are distance of 162.44 feet thence tangent to said curve North 14100"00' West, along said right-of-way
line, 169.36 feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the
Southwestbaving a radius of 280.D0 feel a delta of 59'00'00", an arc distance of288.33 fact; thence tangent to said curveNortb
73'00'OD" West, along said right-of-way line, an arc distance of 80.00 feet; thence northwesterly along said rigbt-of-way line and along
the are of a tangent curve, said curve being concave to the Northeast having a radius of 200.00 feet, a delta of 41'00'OD", an arc
distance of 143.12 feet; thence tangent to said curve North 32'00'00" West, along said right-cf-way line, 650,00 feet; thence
northwesterly along said right-of-way line and along the arc of it tangent curve, said curve being concave to the Southwest having a
radius of280.00 feet, a delta of 171OBOI", an are distance of 83.57 feet; thence North 34145100" East, 75,55 feet; thence northerly
along the arc urn tangent curve, said curve being concave to the West having a radius of 260.00 feel, a delta of 7'03'03", an arc
distance of 32.0D feel to a point of reverse curvature; thence northeasterly along the arc are tangent curve, said curve being concave to
the Southeast having a radius of25.00 feet, a delta of 79'SY45", an arc distance of 34.86 feet; thence tangent to said turn South
72'24'17" East, 31.18 feet; thence southeasterly along the arc of s tangent curve being concave to the Northeast having a radius of
730.00 feet, a delta of 3*37'17", an am distance of46.14 feet; thence South 00026250 West, 31.39 feet; thence southerly along the arc
of a tangent curve, said curve being Out
to the East having a radius of 200.00 feet; a delta of 27'1135", an arc distance of 94.92
feet; thence North 89*31'26" East, 162.02 bat; thence easterly along the arc of a tangent curve being concave to the South having a
radius of 4D0.00 feet, a delta of 42'4343, an arc distance of 298.30 fat to a polot of reverse curvature; thence southeasterly along the
arc of a tangent curve, said curve being concave to the Northeast having a radius of 540.00 feet, a delta of44'48'43% an arc distance of
422.34 feet; thence tangent to said curve North 87'26'25' Easl, 535.00 feet; thence northeasterly along the arc of a tangent curve, said
curve being concave to the Northwest having a radius of 75.00 far, a delta of 90"00'00", an are distance of 117.81 feet; tbeace�zngeut
to said curve North 02'33'35" Weak 130.00 feet; thence Northwesterly along the arc are tangent curve, said curve being concave to
the Southwest having a radius of 75.00 feet, a delta of 90'00'00", an arc distance or 117.81 bet; thence tangent to add curve South
87'2625" West, 535.00 feet; thence Northwesterly along the arc are tangent curve, said curve being concave to the Northeast having a
radius of 260.00 feet, a delta of43'00'00", an arc distance of 195.13 feet to,a point orrevene curvature; thence northwesterly along the
arc of a tangent curve, said curve being concave to the Southwest having a radius of 700.00 feet, a delta or4l' 1936", on arc distance
of 504SO feet to a point of reverse curvature; thence westerly along the am are tangent curve, said cum being concave to the North
having a radius of 563.00 feet, a delta of l 9'28'53", an arc distance of 182.25 feet; thence North 84'223 V West, 79.51 bet; thence
North 00"2675" East, 35.00 feet; thence northeasterly along tie arc of a tangent curve, said curve being concave to the Southeast
having a radius of 25.00 feet, a delta of 90'WW', an arc distance of 39.27 feet to a point an the South right-of-way It= of Southgate
Boulevard; thence tangent to said cum South 8913335' East, along the said South right-of-way,1775.00 fat to the POINT OF
BEGINNING.
ALSO TOGETHER WITH
A portion of Trad D of said LAND SEC. 4 GOLF COURSE PLAT and a portion of said FORT LAUDERDALE TRUCK FARMS
SUBDIVISION of Section 4, Township 49 South, Range 41 East, described as follows:
Beginning at the most southwesterly earner of said Tract D; thence North 14"00'13" East, aloes the West boundary of said Tract D and
along the right-of-way line of that certain anal right -of way as recorded in Official Records Book 6450, Page 688, ofthe Public
Records orBm wad County, Florida, 40.24 ket; thence northeasterly along said tight -of -way line and along the arc of a tangent curve,
said curve being concave to the Southeast having a radius of 100.00 feet, a delta of 92'47'07", an are d stame of 161.94 feet to a point
of reverse curvature; thence northeasterly along said right-of-way Una and along the arc are tangent curve, said cum being concave to
the Northwest having a radius of I son feet, a delta of 78' IT21 ", an arc distance of 245.95 feet; thence tangent to said curve North
25*3010" East, 425.78 feet to a point on the arc of a non -tangent curve (radial Use thru said point been North 01'4759" Writ); thence
northeasterly along the arc of add curve being concave to the Northwest having a radius of 390.00 feet a delta of I r 12'02", to arc
distance of 123.80 feet; theme tangent to said curve North 70'WW` East, 430.00 feet; theca North 97'00'00' East, 790.00 feet to a
point an the aforesaid end tight of way; thence South 32'00'00" East, along said right-of-way Una, 276.10 bel; (hence southeately
along said right-of-way line and along the arc are tangent curve, said curve being concave to the Northeast having a radius of 280JI0
fat, a delta of 41'WOO", an arc distance of 20036 feet; thence tangent to maid curve South 7700w" East, along add right -or -way
One, 80.00 feet; thence southeasterly along said right-of-way line and along the arc of a tangent cum, said curve being concave to We
Southwest having a radius of 200.00 bet, a delta of 5910010", an arc distance of 205.95 feet; thence tangent to said curve South
14'00'00" East, along said right-of-way tine,169.36 fear, thence southessterly along said right-of-way One and along the arc of*
tangent curve, said curve being concave to the Northeast having a radius of 230.00 feet, a delta of 62'OY56", an ue distance of249.08
feet to a point of reverse euumture; thence southeasterly along said right-of-way line end along the am are tangent curve. said curve
being concave to the Southwest having a radius of 150.00 bet, a delta of 43'32'S6", an arc distance oft 14.01 rat; thence tangent to
said cum South 32'30'00" East, along said dghtmf-way, line, 50.00 feet to a point on the northerly right-of-way line ofN.W. 82nd
Street, as recorded in OBicial Records Bonk 6450. Page 688, of the Public Records of Bmward County, Florida; thence South
49*3I'M" West, along said right-of-way One 273.71 fa0 thence southwesterly along the am of a tangent curve, said curve being
concave to the Northwest having a radius of 1395.00 feat, a delta of 14'28'04", an we distance of 352.26 feet; then= tangent to mid
curve South 64100'00' West, along said right-of-way line, 36.78 bat thence westerly along the am of a begs at curve, said curve being
concave to the North having s radius of 25.00 feet, a delta of 86'52'08", an am distance of 37.90 feet to a point of reverse curvature;
thence northwesterly dons the northerly rightofway One of N.W. a lit Street, a recorded is said Official. Room* Book 6450, Page
698 and along the arc of a tangent carve, add curve being concave to the Southwest having a radius of l 165.W feet, a delta of
22' 18' 12", an arc distance of 453.50 feet to a point on the are of a radially tarr&ent curve; thence northerly along tea am of a tangent
curve, said curve being concave w the West having a radius of 300.00 feet, a delta of 52'S737", an am distance of 276.88 feet; thence
tangent to said curve North 14-19.41" Wet, 90.00 feet; thence North 24'0606' West, 435.26 feet theta northwesterly aloes the era
of a tangent curve, said curve being concave to the Southwest having a radius of I00.00 feet, a delta of 83'04'02", an arc distance of
14498 bet; time@ tangent to said curve South 7214WS21 Weak 501.42 bet; theme South 69' I9'SY West, 3Q I a feet; thence
southerly along the am of a tangent curve, said curve being concave to the East having a radius of 170.00 feet, a delta of 76'00'00", an
me distance of 225.50 b4 thence tangent to said curve South 06'40'08" Fast 137.18 feet to a point an said northerly right-of-way line
ofN.W. 81at Street: thence South 83119'52" West, aloes said right-of-way line, 208.97 fear, thence westerly don& said eight -of -way
One and dorug the arc of a tangent awe, said curve being concave to the North laving a radius of 1395.00 bet, a delta of 19'01146",
antic distance of 463.32 bet to the POINT OF BEGINNING.
J� 6750 NW 9TH COURT
DIG Surveying and Mapping, Inc. M PHOATE, FLORIDA
NE; 954-675 7244 3
EMAIL: ADMIN@DJGSURVEY.COM
www.diusurvey.com
Sheet 45 of 4S
LEGAL DESCRIPTION
TOGETHER WITH
A portion of said Tract D described as follows:
BEGINNING at the most northerly and westerly comer of acid Tract D. thence South 61'30100" East, 206.31 feet; thence South 70'WW'
West, 235.30 feet; thence southwesterly along the arc of a tangent curve being concave to the Northwest having a radius of 330,00 feet, a
delta of 11153153", an arc distance of 69.53 feet to a point on the right-of-way of that certain canal right-cf way as recorded in Official
Records Book 6450, Page 699 of the Public Records of Broward County, Florida; thence North 29131P00" East, along said right-af--way line,
22L49 feet to the POINT OF BEGINNING.
TOGETHER WITH
E and F of Bald LAND SEC. 4 GOLF COURSE PLAT.
s G. H.1. 7, K. L. M, N. O, P. and Q. LAND SEC. 4 GOLF COURSE PLAT. according to the Plat thereof as recorded in Plat Book 88.
20 of the Public Records of Broward County, Florida.
"A", WOODMONT RECREATION COMPLEX, according to the plat thereat as recorded in Plat Bock 91, Page 49, of the Public
Is of Broward County, Florids.
lands lying and being in the City of Tamarac, Broward County, Florida, and containing 285.00 acres, more or less.
THE FOLLOWING CLUB HOUSE POD
A portion of Tract "K", Land Sea 4 Goff Corns Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County,
Florida, and a portion of Parel "A'; Woodaront Recreation Complex, as recorded in Plat Book 91, Page 49, of the Public Records of
Broward County, Florida, all being more particularly described as follows:
Commencing at the Easternmost Southeast comer of said Tract "V, said point being a point an the North line of NW 75th Stint as
described in Official Records Book 6450. Page 698, and a point on the am are circular curve, concave to the South, having a radius of
1.950.00 feet and a central angle of 00121132", a radial line bears here said point South 08' 19'18' East;
Thence, Easterly along the arc of said curve, an am distance of 12.21 feet to the Point ofBegfnaing;
Thence. North 22"04'I0" East, it distance of 315.71 feet;
Thrace, North 11' 17144" Fast, a distance of 349.63 feet;
Thence, North 09058139" Wass, a distance of 25657 feet;
Thence. North 5204541" Wert, a distance of 95.76 feet;
Thence, South 87'44' 10" East, a distance of 33792 feet to the point of eurvature are circular curve, concave to the North, having a radius of
300.00 feet and a central angle of 19139159";
Thence, Northeasterly along the are of said curve, an arc distance of 102.89 feet to the point of tangency;
Thence. North 72'36'51" East, a distance of 23.61 feet to the point of curvature are circular curve, concave to the South, having a radius of
100.00 feet and a central angle of 19,55140";
Thence, Northeasterly along the are of sedd curve, an are distance of 34.78 feet to the point of tmgeacy;
Thence, South 87127129" Ent, a distance of 98.13 feet to a point on the arc ors circular curve, concave to the North, having a radius of
120.00 feet and a central angle of 72'2V41'i a raffial line bears Dom said point North 50'42159" Ease
Thence, Southeasterly along the arc of said curve, in arc distance of 151.83 feet to a point on the West line of NW 80th Avenue;
Thence, South 21'00'00" West, along said West line, a distance of 273.62 feet to the point of curvature of a circular curve, concave to the
East, having a radius of 050.00 fed and a central angle of 18*43'45";
Thence, Southerly along the arc of said curve, end the West line of NW 80th Avenue, an arc distance of 637A3 feet to the point of reverse
curvature of a circular curve concave Northwesterly having a radius of 2S.00 feet and a central angle of 88'06'50";
Thence, Southwesterly along the arc of said curve, end the North line of 75th Streak an are distance of 38.45 That to the point of tangency;
Thence, North 89'36`55" West, along the North line of 75th Streit, a distance of 264.00 fact to the point of ehrvature of a circular curve,
concave to the South, having a radius of 1,950.00 fact sod a central angle of0811752";
Thence. Southwesterly along the arc of said curve, and the North line ofNW 75th Street, an arc distance of 283.54 feet to the Point of
lands lying and being in the City of fames, Broward County, Florida, and containing 499.437 square feet (1124 acres) more or less.
7T ttF-l"
CONSOLIDATED, AMENDED AND RESTATED AMENDMENT COVENANT
1NSTR 4 112470779, OR Br, 51017 PG 719, Page 1 of 96, Recorded 08/15/2014 at
11:17 .AM, Broward County Conunission, Deputy Clerk 1016
ry
Return to: (enclose self-addressed stamped envelope)
This Instrument Prepared by.,
Scott Backman, Esq.
Dunay, Miskel, Backman & Blattner
14 SE 40i Street, Suite 36
Boca Raton, Florida 33432
CONSOLIDATED, AMENDED AND RESTATED COVENANT
THIS ONSOLIDATED, AMENDED AND RESTATED COVENANT made this
day of _ S , 2014 ("Covenant") by the undersigned WOODMONT COUNTRY
CLUB, INC— a Florida corporation, having an address at 7801 N.W. 80a' Avenue, Tamarac,
Florida 33321 ("Woodmont"), with the joinder and consent of the CITY OF TAMARAC, a
Florida municipal corporation, having an address at 7525 N.W..88a' Avenue, Tamarac, Florida
33321 ("City").
WITNESSETH:
WHEREAS, Woodmont, as successor in interest by merger, is the fee simple owner of
the lands described on Exhibit "A". attached hereto and made a part hereof ("Original Golf
Course"), and
WHEREAS, the Original Golf Course was subject to that certain Covenant recorded in
Official Records Book 6450, at Page 729, as affected by that certain Covenant recorded in
Official Records Book 6890, at Page 26, as further affected by that certain Vacation of Covenant
recorded in Official Records Book 8783, at Page 944, as further affected by that certain
Covenant recorded in Official Records Book 8898, at Page 440, as further affected by that
certain Covenant recorded in Official Records Book 9345, at Page 773, as further affected by
t5 that certain Corrective Vacation of Covenant recorded in Official Records Book 9455, at Page
9-- 783, each of the foregoing being recorded amongst the Public Records of Broward County,
.9 Florida (collectively, the "Consolidated Covenant"); and
R'
WHEREAS, Woodmont desires to amend and restate the Consolidated Covenant in its
entirety with this Covenant by releasing certain lands from the Consolidated Covenant legally
described on Exhibit "B". attached hereto and made a part hereof ("Released Lands"), and
replacing the legal description of the Original Golf Course with the legal description of the new
golf course, as legally described on Exhibit "C" attached hereto and made a part hereof ("New
Golf Course"); and
Li;iJA33321 qb
(:'. LlaksDept,
INSTR # 112470779, OR RK 51017 PG 720, Pago 2 of 96
WHEREAS, Woodmont is desirous of assuring the owners of residential properties in the
neighborhood of the New Golf Course and City that the New Golf Course shall be used for golf
course and open space purposes; and
WHEREAS, City is desirous of joining into and consents to this Covenant to amend and
restate the Consolidated Covenant in its entirety pursuant to Resolution , attached
hereto and made a part hereof as Exhibit "D" (the "Resolution"); and
NOW, THEREFORE, the undersigned as owner of the New Golf Course hereby
covenants and agrees as follows:
1. The New Golf Course shall be maintained and only used as a golf course, country
club or other permitted open space and recreation uses, which may include a clubhouse, pro
shop, locker room, swimming pools, cabanas, liquor, beer and wine bar facilities, dining room
facilities, parking, tennis courts, putting greens, driving/aqua range (no netting permitted) and all
other incidental uses thereto. This Covenant shall continue for a period of Fifty (50) years, unless
released or amended by the City Commission of the City of Tamarac, Florida, or its successors
with the consent of seventy-five (75) percent of the property owners who are located within one
hundred fifty (150) feet of the exterior boundaries of the New Golf Course.
2. This Covenant shall inure to the benefit of all property owners in the City of
Tamarac.
3. The restrictions set forth in this Covenant regarding the use of the New Golf
Course shall in no manner create an obligation on the part of Woodmont, or its successors or
assigns, to operate the golf course or recreational facilities.
4. The restrictions set forth in this Covenant shall be subject to any present or future
grants of easements, licenses, fee title or other rights to use the New Golf Course to public utility
companies so long as such grant(s) of easements, licenses, fee title or the rights to use said New
Golf Course do not interfere with the use of the New Golf Course for golf or recreational
purposes.
5. The restrictions set forth in this Covenant shall be subject to any present or future
grants of easements, licenses, fee title or other right to use the New Golf Course to the public or
to any public entity such as a municipal corporation so long as such grant(s) of easements,
licenses, fee title or other rights to use said lands do not interfere with the use of the New Golf
Course for golf or recreational purposes.
6. This Covenant shall constitute a covenant running with the land and shall be
binding upon the undersigned and inure to the benefit of the parties hereto and their respective
transferees, successors, and assigns.
7. Notwithstanding anything contained herein, neither this Covenant, nor any
provision hereof, may be waived, modified, amended, discharged, or terminated, except by an
instrument in writing signed by both Woodmont and City or their respective successors and/or
INSTR # 112470779, OR BK 51017 PG 721, Page 3 of 96
t assigns, provided, however, in the event there are minor modifications to the legal description for
the New Golf Course required to correct the legal description attached hereto as Exhibit C, such
corrections shall not require the joinder and consent of City to amend this Covenant. A minor
modification shall be defined as a change to the legal description that does not materially alter
the location or size of the property.
8. The Released Lands are hereby released from the Consolidated Covenant and not
restricted or encumbered by this Covenant.
9. The Consolidated Covenant is hereby amended and restated in its entirety and
superseded by this Covenant as set forth herein.
IN WITNESS WHEREOF, I have hereunto set my hand and seal this _,___ day of
2014.
Signed, sealed and delivered WOODMONT COUNTRY CLUB, INC.,
in the presence of: a Florida corporation
By:
Name:
Title:
Date:
STATE OF FLORIDA )
SS:
COUNTY OF )
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was
acknowledged before me by , the of
WOODMONT COUNTRY CLUB, INC., a Florida corporation, freely and voluntarily under
authority duly vested in him/her by said corporation and that the seal affixed thereto is the true
corporate seal of said corporation. He/she is personally known to me or who has produced
as identification.
WITNESS my hand and official seal in the County and State last aforesaid this day
of , 2014.
Notary Public
Typed, printed or stamped name of Notary Public
My Commission Expires:
INSTR 0 112470779, OR 131( 51017 PG 722, Page 4 Of 96
JOINDER AND CONSENT OF THE CITY OF TAMARAC
The City of Tamarac does hereby join in and Consent to the terms of this Covenant for the
purposes approving the amendment and restatement of the Consolidated Covenant in its entirety
pursuant to the Resolution of the City, attached hereto and made a part hereof as Exbibit "l)".
me 4A
WITNESS — PRINT NAME I
60 "L—.-r Te-
WITNESS — PRINT NAME
ATTEST:
PaTTeufel
City Clerk
2M
Date:
IN, a:=
%'Sykv k Jz
C
1111it
CITY OFT; RAC:
Harry Jres'slei, Mayor
Dat •
Michael Cernech, City Manager
r2-iU-1LI
Date:
and ApproY? 0 V legal sufficiency:
PS uel . G eK, City Attorney
Date:
114STR 9f 112470779, OR 13K 51017 PG 723, Page 5 of 96
STATE OF FLORIDA )
) ss:
COUNTY OF BROWARD)
I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was
acknowledged before me by Harry Dressler, as Mayor of the City of Tamarac, a Florida
municipal corporation, on behalf of the City, freely and voluntarily under authority duly vested
in him by said municipal corporation and that the seal affixed thereto is the true corporate seal of
said municipal corporation. She is personally known to me or has produced as
identification.
WITNESS my hand and official seal in the County and State last aforesaid this dhy of
12014.
LUMPASM
11720000
a n�bor t$ 2016
l�vwrwd ams
My Commission Expires:
�Notary Public, State of Florida
Typed, printed or stamped name of Notary
Public
STATE OF FLORIDA )
) ss:
COUNTY OF BROWARD)
I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was
acknowledged before me by Michael Cernech, as City Manager of the City of Tamarac, a Florida
municipal corporation, on behalf of the City, freely and voluntarily under authority duly vested
in him by said municipal corporation and that the seal affixed thereto is the true corporate seal of
said municipal corporation. He is personally known to me or has produced as
identification.
WITNESS my hand and official seal in the County and State last aforesaid this 1`� day of
2014.
,:EEt2UW sp
Expkn 10 rArn �t� t$ M16 Notary Public, State of Florida
\1�1y5 a L, �ab 4*)
My Commission Expires: Typed, printed or stamped name of Notary
Public
INSTR W 112470779, OR BK 51017 PG 724, Page 6 of 96
EXHIBIT "A"
TO
CONSOLIDATED, AMENDED AND RESTATED COVENANT
ORIGINAL GOLF COURSE
114S1'R # 112470779, OR BK 5101-1 PG 725, huge 7 of 96
Legal Description of Developer's Property
PARCEL]:
Tracts G, K 13, K, L, M, N, O, P and Q, LAND SEC, 4 GOLF COURSE PLAT, according to the Plat thereof
as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida; and
Parcel "A", WOODMONTRECREATION COMPLEX, according to the plat thereof, as recorded in Plat Book
91. Page 49, of the Public Records of Broward County, Florida.
PARCEL 2:
A portion of Tracts, A, B, and C, LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as
recorded in Plat Book 99, Page 20, of the Public Records of Broward County, Florida, end a portion of FORT
LAUDERDALETRUCK FARMS SUBDIVISION of Section 4. Township 49 South, Range41 East, according
to the plat thereof, as recorded in Plat Book 4, Page 31. of the Public Records of Broward County, Florida,
described as follows:
COMMENCING at the Northwest corner of Section 4, Township 49 South,- Range 41 East; thence North
00'10'OS" West, along the West boundary of said Section 4, 6.33 feet to the POINT OF BEGINNING, said
point also being an the South right -of way line of Southgate Boulevard and the North boundary of said Tract
A; thence South 59*3315" Eest, along said South right-of-way line and North boundary, 506.18 feet; thence
South 0Us09'03" East,389.13 feet: thence South 69145'23" East, 37953 fact; thence northeasterly along the arc
of a tangent curve said curve being concave to the Northwest having a radius of 250.00 feet, a delta of
72" 175 t", an arc distance of 315.09 feet; thence South 89°33'35" East, 400,00 feet; thence North 00'09'03'
West. 435.00 feet to a point of intersection with said South rigbt-o6way line of Southgate Boulevard and said
North boundary of Tract A; thence South 8733'35" East, along said South right.ol way line and along the
North boundary of said Tracts A and C. 1194.52 feet; thence Itnttheasteriy along the an of a tangent curve,
said crave being concave to the Southwest having a radius of 25,00 feet, a delta of 90900100"6 an am distance
of 39.27 feet; thence tangent to said curve South 00.2625" West, 84.00 rear thence southerly along the arc of
a tangeat curve, avid curve being concave to the West having a radius of 200.00 feet, a delta of 34.11135% an
arc distance of 119.76 feet, thence tangent to said curve South 340451W West, 75.55 feet to a point on the
right-of-way tine of that certain canal right -or -way recorded in Official Records Book 6450, Page 699, of the
Public Records of Broward County, Florida, said point also being a point on the arc of a non -tangent curve
(radial tine thru said point bears South 2803S5B" West): thence northwesterly along said right-of-way line and
along the arc of said curve being concave to the Southwest having a radius of 290.00 feet, a delta of 21140911'.
an arc distance of 137.61 feet; thence tangent to acid curve North 89.3395" West, along said right -or -way line,
650.00 fact; dience southwesterly along said righUof-way, line and along the we of a tangent curve, said curve
being concave to the Southeast having a radius of 180.00 feet, a delta of 90'00'00', an arc distance of 282.74
feet; thence tangent to said curve South 0012625' West, along said right -of --way line and along die East
boundary of said Tract A, 72.90 feet; thence southwesterly along the arc of a tangent curves said curve being
concave to the Northwest having a radius of 300.00 feet, a delta of 28'03'35", an we distance of 146.92 feet;
thence tangent to said curve South 28630'00' West, along said right -of --way line and along said East boundary.
287.48 That to a point on the am of a no"o8enrt curve (redid line thou said point bean North 07"46'43" East);
thence westerly along the arc of said crave being concave to the North having a radius of 330.Ot1 feet, a delta
of 3`18'02", on arc distance of 19.01 feet thence tangent to said curve North 78055'IS" West, 39.26 feet; thence
North 10930W" Weal, 16037 feet; thence South 7963WW West, 478.61 feet thence westerly along the arc of
a tangent curve, said curve being concave to the North having a radius of 350.00 feet, a delta of 46" 1935% an
arc distance of 283.03 ka; thence ungent to said curve North 54*10'05' West, 621.27 feet; thence
southwesterly along die arc of a tangent cum said curve being concave to die Southeast having a radius of
60.00 feet, a delis of 108°00'00 an arc distance of 113.10 feet thence mileat to said curve South 1704755'
West. 372A2 feet to a point of intersection with the West boundary of said Section 4; thence South 00.10105,
Page 1 of 9
iNSTR li 112470779, OR BK 51017 PG 726, Page 8 of 96
East, along said West boundary, 185.00 feet; thence South 84' IV05" East, 140.74 feet; thence easterly along
the arc of a tangent curve, said curve being concave to the South having a radius of 300.00 feet, a delta of
26"00'00", an arc distance of 136.14 feel: thence tangent to said curve South 58110'05" East, 775.64 feel to a
point on the arc of a non -tangent curve (radial line thru said point beers South 6823954" East); thence
Southwesterly along the arc of said curve being concave to the Southeast having a radius of 240.00 feet, a delta
of 7"3T24', on arc distance of 31. 58 feet; thence tangent to said curve Soutb 1364742" West, 10.01 feet; thence
southwesterly along the arc of a tangent curve, said curve being CaM:ave to the Northwest having a radius of
25.00 feet, a delta of 9512633", an arc distance of 41.65 feet to a point of intersection with the northerly right-
of-way line of N.W. 81st Street, as recorded in Official Records Book 6450. Page 688, of the Public Records
of Btoward County. Florida, said point also being a point of compound curvature; thence westerly along said
northerly right-of-way line and along the are of a tangent curve being concave to the North having a radius of
1395.00 feet, a delta of 0°4343", an are distance of 17.74 feet; thence tangent to said curve North 70102DY
West, along said northerly right-of-way line and along the;ouherly boundary of said Tracts B and A, 461.99
feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said curve
being concave to the South having a radius of 1270.00 feel, a delta of 19"3V09", arc distance of 432.29 feet;
thence tangent to said curve North 89432'12" West, along said right -or -way line, 206.15 feet; thence
northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
25.OD feet, a delta of 102" 10'28", an arc distance of 44.58 feet to a point of reverse curvature, said point also
being on the But right-of-way line of N.W. 8811% Avenue, as recorded In Official Records Book 4747, Page
183, of the Public Records of Broward County, Florida; thence northerly along said fight -of -way line (said line
also being the West boundary of said Tract A), and along the arc of a tangent curve, said curve being concave
to the West having a radius of 1053JM feet, a delta of 1264821", an are distance of 235.35 feet, thence tangent
to said curve North 00°.10'05" West, &Ions said West boundary of Tracl A. 969.69 feet; thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90436'30", an are distance of 39.54 feet to a point on said South right -of --way line of Southgate Boulevard;
thence South 89"33'35' East, along said South right-of-way line, 171.74 feet to the POINT OF BEGINNING.
PARCEL3:
A portion of Tract C of said LAND SEC. 4 GOLF COURSE PLAT according 119 the plat thereof, a; recorded
in Plat Book 88. Page 20, of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALETRUCK FARMS SUBDIVISION ofSection4,.Townchip49 Soutb, Reage4 t East, according
to the plat thereon, as recorded in Plat Book 4, Page 31, described as follows:
BEGINNING at the most northeasterly corner of acid Tract C; thence South 00*12*16' East, along the East
boundary of said Tact C, 1323.97 feet to a point on she northerly right-of-way line of N.W. 92nd Street, as
recorded in Official Records Book 6450, Page 686, of the Public Records of Broward County, Florida; thence
South 89"47'44' West, along said noWtorly right -of --way line and along the South boundary of said Tract C.
200.00 feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said
curve being concave to the South having a radius of 680.00 feet, a delta of 4'26'58", an arc distance of 32.81
fact to the Southeast coma of WOODMONT TRACT 51. according to the Plat thereof, a recorded in Plat
Book 92, Page 32. of the Public Records of Boawwd County, Florida; thence North 04'39'14" West, along the
easterly boundary of said WOODMONT TRACT 51.361.86 feet, thence northwesterly along the boundary of
said WOODMONT TRACT 51 and along the arc of a tangent curve, aid curve being concave to the Southwest
having a radius of 100.00 feet, a delta of 102.20'46", an arc distance of 178.63 feat to a point of compound
curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a
tangent curve, said curve being concave to the Southeast having a radius of IMO.00 fat, a delta of 35'30W",
an arc distance of 619.59 feat to a point of compound curvature; thence southerly along the boundary of Said
WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the East having a
radius of 200.00 feet, a deb of 70001Y00, an are distance of 244.33 feet; thence tangent to Said curve South
32.30'00" East, Along said boundsty of WOODMONT TRACT 51, 17120 fed to a point of cusp; thence
northwesterly along the boundary of that certain canal right-of-way as recorded in Official Records Book 6450,
Page 669, of the Public Records of Broward County, Florida, and along the sell of a tangent curve, said curve
being concave to the Southwest and having a radius of 230.00 fat, a delta of 4313236", an arc distance of
Page 2 of 9
TNSTR 4 112470779, OR BK 51017 PG 727, Page 9 of 96
174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the are
of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feel, a delta of 62°02S6",
an are distance of 162.44 feet thence tangent to said curve North i f°OU'00" West, along said right-of-way line,
169.36 feet; thence northwesterly along said right -of --way fine and along the arc of a tangent curve said curve
being concave to the Southwest having a radius of 290.00 feet, a delta of 59°00'00", an arc distance of 25833
feet; thence tangent to said curve North 73°00'00" West, along said right-of-way line, an arc distance of 80.00
feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve, said curve being
concave to the Northeast having a radius of 200A0 feet, a delta of 41100'00", an arc distance of 143.12 feet;
thence tangent to said curve North 32°00'00" West, along said right-of-way line, 650.00 feet; thence
northwesterly along said right-of-way line and along the arc of a tangentcurve, said curve being concave to the
Southwest having a radius of 280.00 feet, a delta of 17106*01", an are distance of 83.57 feet; thence North
34145100" East, 75.55 feet; thence northerly along the arc of a tangent curve, said curve being concave to the
West having a radius of 260.00 foot, a delta of 7103V3", an arc distance of 32.00 feet to a point of reverse
curvature; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast
having a radius of 25.00 feet, a delta of 705345", an arc distance of 34.96 feet; thence tangent to said curve
South 72"24'17" East, 3 1. 18 feet; thence southeasterly along the are of a tangent curve being concave to the
Northeast having a radius of 730.00 feet, a delta of 3137'17", an arc distance of 46-14 fat; thence South
00*2625" West, 31,39 feet; thence southerly along the arc of a tangent curve, said curve Icing concave to the
East having a radius of 200.00 het; a delta of 27" 11'33', an arc distance of 94.92 feet; thence North 30-11'26'
East, 162.02 fat; thence easterly along the arc of a tangent curve being concave to the South having a radius
of 400.00 feet, a delta of 421043% an are distance of 29630 fat to a point of reverse curvature; thence
southeasterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
540.00 feet, a delta of 44°48'43", an arc distance of 42234 feet; thence tangent to said curve North 87°26'2S"
East, 535.00 het; thence northeasterly along the are of a tangent curve, said curve being concave to the
Northwest having a radius of 75.00 feet, a delta of 90100100", an arc distance of 11-7.81 her thence tangent to
sold curve North 02"33'35" West.130,00 feet; thence northwesterly along the are of a tangent curve, said curve
being concave to the Southwest having a radius of 75.00 feet, a delta of 9ft(1'00", an arc distance of 117.81
feet; thence tangent to said curve South 87"2625" West. 535.00 feet; thence northwesterly along the arc of a
tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta of 43"00 DO',
an arc distance of 195.13 het to a point of reverse curvature; thence northwesterly along the arc of a tangent
curve, said curve being concave to the Southwest having a radius of 700.00 feet, a delta of 4111936" an pre
distance of 504.90 feet to a point of reverse curvature; thence westerly along the arc of a tangent curve, said
curve being concave to the North having a radius of 565A0 fat, a delta of 18128'53", an arc distance of 182.25
feet; thence North 84°2231" West, 7951 Fat; thence North 00°2625" East. 35.00 fat; then= northeasterly
along the are of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90`00'00", an are distance of 39.27 fen to a point on the South right-of-way line of Southgate Boulevard;
thence tangent to said curve South 89,33135" Past, along the said South right -of --way line, 1775.00 feet to the
POINT OF BEGINNING.
PARCEL 4:
A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded
In Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALE TRUCK FARMS SUBDIVISION ofSection 4.Township49 South, Range 41 East, according
to the plat thereof, as recorded in Plat Book 4. Page 31. described as follows:
BEGRINING at the most southwesterly comer of said Tract D; thence North 14*00'13" Fast, along the West
boundary of said Tract D and along the right-of-way litre of that certain canal right-of-way as recorded in
Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, 40.24 leer, thence
northeasterly along said right-of-way fine and along the arc of a tangent curve, said curve being concave to the
Southeast having a radius of 100.00 fact, is delta of 92"4717"n as are distance of 161.94 het to a point of reverse
curvature; theme northeasterly along said right-of-way line and along the arc of a tangent curve, mid curve
being concave to the Northwest having a radius of 180.00 feet, a delta of 78" 1721", an we distance of 243.95
feet; thence tangent to raid curve North 28"30'00" Fast, 425.79 fen to a point on the arc of a non -tangent curve
Page 3 of 9
INSTR P 112470779, OR BK 51017 PG 728, Page 10 of 96
(radial line thru said point bears North 01147'58" West); thence northeasterly along the arc of said curve being
concave to the Northwest having a radius of 390.00 feet; a delta of 18" 12'02 an arc distance of 123.89 feet;
thence tangent to said curve North 70100'00" East, 430.00 feet; thence North 87100'0o" East, 790.00 feet to a
point on the aforesaid canal right-of-way; thence South 321onw, East, along said right-of-way line, 276,10
feet; thence southeasterly along said right-of-way line and along the arc of a tangent curve, said curve being
concave to the Northeast having a radius of 280.00 feet, a delta of 41400DW. an arc distance of 200.36 feel;
thence tangent to said curve South 73100'00" East, along said right -of --way line, 80.00 feet; thence southeasterly
along said right -of --way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 200.00 feet, a delta ot59°00'00", an are distance of 205.95 feet; thence tangent to said curve
South 14°00'00" East, along said right-of-way line, 16936 feet; thence southeasterly along said right-of-way
line and along the arc are tangent curve, said curve being concave to the Northeast having a radius of 230.00
feet, a delta of 6210216", an arc distance of 249.08 feet to a point of reverse curvature; thence southeasterly
along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radius of 150.00 fat, a delta of 43°32'56", an arc distance of 114.01 fat; thence tangent to said curve
South 32"30'00" East along said right-of-way line, 50.00 fact to a point on the northerly right-of-way line of
N.W. 82nd Street, A recorded in Official Records Book 6450, Page 688, of the Public Records of Broward
County, Florida; thence South 49*3 t'S6" West, along said right-of-way line 273.71 feet; thence southwesterly
along the arc are tangent durve, said purve being concave to the Northwest having a radius of 1395.00 feet, a
delta of 14128'04", an are dtptanee of 352.26 fat; thence tangent to said curve South 641001W West, along
said right-of-way line, 36.78 fat; thence westerly along the arc of atangent curve said curve being concave to
the North having a radius of 25.00 fat, a delta of 86152'08", an are distance of 37.90 fat to a point of reverse
curvature; thence northwesterly along the northerly right-of-way line of N.W. 81at Street, as recorded in said
Official Records Rook 6450, Page 688 and along the arc of a tangent curve, said curve being concave to the
Southwest having a radius of 1165.00 feet, a delta of 22" I8' 12"i an arc distance of 453.50 fat to a point on the
arc of a radically tangent curve; thence ooriherly along the arc of a tangent curve, said curve being concave to
the West having a radius of 300.00 fat, a delta of 52"52'37% an arc distance of 276.86 fat; thence tangent to
said curve North l4.18'41" West, 90.00 fat; thence North 24*06061 West, 435.26 fat; thence northwesterly
along the arc or tangent curve, said curve being concave to the Southwest having a radius of 100.00 fay a
delta of 83104112", an arc distance of 144.98 fat; thence tangent to said curve South 7244952" West, 501.42
feet; thence South 69" 1932" West, 362.18 feet; thence southerly along the arc of a tangent curve, said curve
being concave to the Bast having a radius of 170.00 fat, a delta of 76°00'00", an arc distance of 225.50 fork
thence tangent to said curve South 06"40109" East 137.18 feet to it point on said northerly righbof--way line of
N.W. 81 at Street; thence South 839952" West, along said right-of-way line, 208.97 feet; thence westerly along
said right-of-way line and along the arc of a tangent curve said curve being concave to the North, having a
radius of 1395.00 feet, a delta of 19*0146", an arc distance of 463.32 feet to the POINT OF BEGINNING.
PARCELS.
A pardon of said Tract D LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in
Plat Book $8, Page 20, of the Public Records of Broward County, Florida, described as follows:
BEGINNING at the most northerly end westerly corner of said Tract D; thence South 01130VV East, 206.31
feat; thence South 70'00'00" West, 235.30 fat; thence southwesterly along the are of a tangent curve being
concave to the Northwest having a radius of 330.00 feet, a delta of 11453'53", an arc distance of 68.53 feet to
a point on the right-of-way of that certain canal right-ofway as recorded In Official Records Book 6450. Page
688 of the Public Records of Broward County, Florida; thence North 28'30'00" East, along said right-of-way
line, 222.49 feet to the POINT OF BEGINNING.
PARCEL&
TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in
Pint Book 99. Page 20, of the Public Records of Bmward County, Florida.
Past 4 of 9
INSTR V 112470779, OR 13K 51017 PG '729, Page 11 of 96
ALSO KNOWN AS:
A portion of Tracts, A, B. and C. LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as
recorded in Plat Book 89, Page 20. of the Public Records of Broward County, Florida, and a portion of FORT
LAUDERDALETRUCR FARMS SUBDIVISION of Section 4,Township49 South, Range4l East, according
to the plat thereof, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County, Florida,
described as follows:
COMMENCING at the Northwest corner of Section 4, Township 49 South, Range 41 East; thence North
00°1005" West, along the West boundary of said Section 4, 6.33 feet to the POINT OF BEGINNING, said
point also being on the South right-of-way line of Southgate Boulevard and the North boundary of said Tract
A; thence South 8913335" East, sling said South right-of-way, line and North boundary, 506.18 feet; thence
South 00'09'03" East, 389.13 fee; thence South 69"45'23" East, 379.53 feet; thence northeasterly along the arc
of a tangent curve said curve being concave to the Northwest having a radius or 250.00 reel, a delta of
72* 1751 ", an we distance of 315.09 feet; thence South 89"33'35" East, 400.00 feet; thence North 00'0903"
West, 435.00 feet to a point of intersection with said South right -of --way line of Southgate Boulevard and said
North boundary of Tract A; thence South 89"3335" East, along said South right-of-way line and along (he
North boundary of said Tracts A and C, 1184.52 feet; thence southeasterly along the arc of a tangent curve,
said curve being concave to the Southwest having a radius of 25.00 feet, a delta of 9090000", an arc distance
of 39.27 fee; thence tangent to said curve South 00*2675" West, 84.00 feet; thence southerly along the arc of
a tangent curve, said curve being concave to the West having a radius or 200.00 feet, a delta of 34118`35", an
are distance of 119.76 fact; thence tangent to said curve South 3404$W" West, 75.55 feet to a point on the
right•of--way, line of that certain canal right-of-way, recorded in Official Records Book 6450, Page 6s8, or the
Public Records of Broward County, Florida, said point also being a point on the arc of a non -tangent curve
(radial line thru said point bears South 2V3S58" West); thence northwesterly along sold right-of-way line and
along the arc of said curve being concave to the Southwest having a radius of 290.00 feet, a delta of 28°0991",
an are distance or 137.61 feet; thence tangent to sold curve North B9 T35" West, along said right•cf-way line,
650.00 feet; thence southwesterly along said right-of-way line and along the are of a tangent curve, said curve
being concave to the Southeast having a radius of 180.00 feet, a delta of W00'00", an arc distance of 282J4
feet; thence tangent to said curve South 0002675' West, along said tight -of -way line and along the East
boundary of said Tract A. 72.90 feet; thence southwesterly slang the we of a tangent curve, said curve being
concave to the Northwest having a radius of 300.00 fae4 a delta of 28°03'35', an arc distance of 146.92 rat;
thence tangent to Bald curve South 2803OW West, along said right -of --way line and along said East boundary.
287.4E feet to a point on the arc are non-tangeat curve (radial line thru said point bears North 0714643" East);
thence westerly along the arc or sold curve being concave to the North having a radius of 330.00 feet, a delta
of 3" I B'02', an arc d4tance of 19.01 feet; thence tangent to said curve North 78"5515" West, 39.26 feet; thence
North 10030'00" West 16097 fee; theme South79,,F30'00' West, 478.61 feet; thence westedy along the arc of
a tangent curve, said curve being concave to the North having a radius of 330.00 feet, a dawn of 46119'55', an
arc distance of 283.03 feet; thence tangent to said curve North 54'1005" West, 621.27 fee; thence
southwesterly along the are of a tangent curve said curve being concave to the Southeast having a radius of
60.00 feet, a delta of I09a00'00", an arc distance of 113.10 feat; thence tangent to said curve South 1704755"
West, 372A2 fed to a point of intersection with the West boundary of said Section 4; Monte South 0001005"
East, along said West boundary.195.00 feet; thence South 84a1005' Ease, 140.74 fact; thence easterly along
the arc of a tangent curve, said curve being concave to the Saudi having a radius of 300.00 feet, a delta of
26"0000", an arc distance of 136.14 feet; thence tangent to jeid curve South 58' 1005" Eta(, 775.64 feet to a
point on the arc of a non -tangent curve (radial line thru said point bears South 68*3754" East); thence
Southwesterly along the arc of avid currre being concave to the Southeast having a radius of 240.00 fed, a delta
of 7'3274', an arc distance of 31. 58 feet; thence tangent to said curve South 1314742" West, 10.01 Pod; thence
southwesterly along the are of a tangent curve, said curve being concave to the Northwest having a radius or
25.00 feel, a deba of 950203% an arc distance of 41.65 feet to a pant of inteceeetion with the northerly right-
of-way line of N.W. B 1st Street as recorded in Official Records Book 6450. Page 688, of the Public Records
of Browsed County. Florida, laid pant also being a point of compound curvature; thence westerly along said
northerly right-ef-way line and along the arc or a tangent curve being concave to the North having a radius or
Page S of 9
114STR V 112470779, OR Eli 51017 PG 730, Page 12 of 96
1395.00 feet, a delta of 0.4343", an arc distance of 17.74 feet; thence tangent to Bald curve North V0703"
West, along said northerly right-of-way line and along the southerly boundary or said Tracts B and A, 461.99
Peer, thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said curve
being concave to the South having a radius of 1270.00 feet, a delta of 19'3V09`, are distance of 432.29 feet;
thence tangent to said curve North 89'32112" West, along said tight -of -way line, 206.15 feet; thence
northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
23.00 feet, it delta of 102' 1028", an arc distance of 44.59 feet to a point of reverse curvature, said point also
being on the Fast right-of-way line of N.W. 88th Avenue, as recorded in Official Records Book 4747, Page
183, of de Public Records of Broward County, Florida; thence northerly along said right-of-way line (said line
also being the West boundary orsaid Tract A), and along the arc of a tangent curve, said curve being concave
to the West having a radius of 1053.00 feet, a delta of 12.48'21", an arc distance of 235.35 feet; thence tangent
to said curve North 00' 1905" West, along said West boundary of Tract A. 969.69 feet; thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta
of 90i36'30", on arc distance of 39,54 feet to a point on said South right -or -way line of Southgate Boulevard;
thence South 8033'35" East, along said South right-of-way line,171.74 fat to the POINT OF BEGINNING.
TOGETHER WITH
A portion of Tract C of said LAND SEC. 4 GOLF COURSE PLAT and a portion of FORT LAUDERDALE
TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, described as follows:
BEGINNING at the most northeasterly corner of said Tract C; thence South 0001216' Fast, along the East
boundary of said Tract C, 1323.97 feet to a point on the northerly right -of -.way lint of N.W. 82nd Street, as
recorded in Official Records Book 6450, Page 698, of the Pubfic Records of Browerd County, Florida; thence
South 8964744" West, along said northerly right-of-way line and along the South boundary of said Tract C,
200,00 feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said
curve being concave to It South having a radius of 690.00 fat, a delta of 4'26'58", an arc distance of 52.91
feet to the Southeast corner of WOODMONT TRACT 51, according to the Plat thereof, as recorded in Plat
Book 92, Page 32, of the Public Records of Broward County, Florida; thence North 04"39,14" West, along the
enutlerly boundary of said WOODMONT TRACT 51. 361,96 feet; thence northwesterly along the boundary of
said WOODMONT TRACT 51 and along the arc of a tangent curve, said etave being concave to the Southwest
having a radius of 10D.00 fat, a delta of 102'20'46% an are distance of 179.63 het to a point of compound
curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a
tangent curve, said curve being concave to the Southeast having a radius of 1000.00 Fat, a delta of 35030'00";
an arc distance of 619.59 fat to a point of compound curvature; thence southerly along the boundary of said
WOODMONT TRACT 51 and along the we of a tangent curve, said curve being concave to the East having a
radius of 200.00 feet, a delta of 700004W, an arc distance of 24435 feet; thence tangent to mid curve South
32°30100' Fast. along said boundary of WOODMONT TRACT 51, 17120 fat to a point of cusp; thence
northwesterly along the boundary of that certain canal right-of-way as recorded in Official Records Book 643%
Page 68g. of the Public Records of Broward County, Florida, and along the are of a tangent curve, said curve
being concave to the Southwest and having a radius of 230DO feet, a delta of 43032'S6", on no distamt of
174.82 feet to a point of reverse curvature; thence northwesterly along said tight -of -way line and along the arc
of a tangent curve said curve being concave to the Northeast having a radius of 150.00 Feet, adelta of 62102 56",
an art distance of 162.44 fen thence tangent to said curve North 14900'00` West, along said right-of-way line,
169.36 fat; thence northwesterly along mid right-of-way line and Along the are of a tangent curve said curve
being concave to the Southwest having a radius of 280A0 fat, a delta of 59°00'00", an arc distance of 288.33
fat; thence tangent to said curve North 73100'00" West, along said right-of-way line, an are distatce of 80.00
feet; theme northwesterly along aid right-of-way line and along the are of a tangent curve, said curve being
concave to the Northeast having a radius of 200.00 fat, a delta of 41°00'00", an are distance of 143.12 feet-,
thence tangent to said curve North 32'00'00" West, along said right-of-way live, 650,00 feel; thence
northweualy along said right-of-way line and along the arc of it tangent curve, said curve being concave to the
Southwest having a radius of 280.00 fat, a delta of Ir060I", on arc distance of 83.57 fat thence Noah
34"45'00' Fast, 7555 het; there northerly along the arc of a tangent curve, said curve Icing concave to the
West having a radius of 260.00 fat, a delta of 7103'03". an arc distance of 32.00 fat to a point of reverse
Page 6 of 9
1NSTR 4 112470779, OR BK 51017 PG 731, Page 13 of 96
curvature; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast
having a radius of 25.00 feet, a delta of 7915345", an arc distance of 34.86 feet; thence tangent to said curve
South 72424171 East, 3 1. 18 feet; thence southeasterly along the arc of a tangent curve being concave to the
Northeast having a radius of 730.00 feel, a delta of 3'37'17", an arc distance of 46.14 feet; thence South
OD'2625" West, 31.39 feet; thence southerly along the arc of a tangent curve, said curve being concave to the
East having a radius of 200.0D feet; a delta of 21" 11'35% an arc distance of 94.92 feel; thence North 89"3126"
But, 162.02 feet; thence easterly along the arc of a tangent curve being concave to the South having a radius
of 400.00 feet, a delta of 42.4343", an arc distance of 298.30 feet to a point of reverse curvature; thence
southeasterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of
540.OD feet, a delta of 44'4843", an arc distance of 422.34 feet; thence tangent to said curve North 87*2625"
East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the
Northwest having a radius of 75.00 feel, a delta of 90100'00", an arc distance of 117.81 feet; thence tangent to
said curve North 02'33'35" West, 130.00 feet; thence northwesterly along the arc of a tangent curve, said curve
being concave to the Southwest having a radius of 75.00 Feet, a delta of 90" 00'00", an are distance of 117.61
feet: thence tangent to said curve South 87126'25" West, 535.00 fact; thence northwesterly along the arc of a
tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta or 43100'OD",
an arc distance of 195.13 feet to a point of reverse curvature; thence northwesterly along the arc of a tangent
curve, said curve being concave to the Southwest having a radius of 700.00 feel, a delta of 41"1936", an arc
distance of 504.90 feel to a point of reverse curvature; thence westerly along the arc of a tangent curve, said
curve being concave to the North having a radius of 565.00 feet, a delta of 18"2853", an arc distance of 182.25
feet; thence North 84"2T31' West, 79.51 feet; thence North 00126"25" Past. 35.00 feet. thence northeasterly
along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, it delta
of 90000'00", an arc distance of 39.27 feel to a point on the South right-of-way line of Southgate Boulevard;
thence tangent to said curve South 89133'35" East, along the said South right-of-way line, 1775.00 feet to the
POINT OP BEGINNING.
ALSO TOGETHER WITH
A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT and a portion of said PORT
LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 Easi,described
as follows:
BEGINNING at the mast southwesterly corner of said Tract D; thence North 14'00'13" Eaakt, along the West
boundary of said Tract D and along the right-orway line of that certain canal right-of-way as recorded in
Official Records Book 6450, Page 698, of the Public Records of Broward County, Florida, 40.24 feat; thence
northeasterly along said right-of-way line and along the are of a tangent curve, said curve being concave to the
Southeast having a radius of 100.00 feet, a delta of 92647'07", an arc distance of 16194 feet to a point of rave=
curvature; thence northeasterly along said right-of-way line and along the are of a tangent curve, said curve
being concave to the Northwest having a radius of I80.00 feel. a delta of 701711 ", an arc distance of 245.95
feet; thence tangent to said curve North 28"30'00" East, 425.79 feet to a point on the are of a non -tangent curve
(radial line thru said point bears North 0114756" West); thane northeasterly along the arc of said curve being
concave to the Northwest having a radius of 390.00 fat; a delta of 1801 T02% an are distance of 123.89 feet;
thence tangent to said curve North 70°00'00" East, 430.00 fleet; thence North B7°00W East. 790,00 feet to a
point on the aforesaid canal righaof-way; thence South 320001)0" But, along said right-of-way line, 276.10
feet; thence southeasterly along said right-of-way line and along the are of a tangent curve, said curve being
concave to the Northeast having a radius of 280.00 fat, a delta of 41109W, an arc distance of 200.36 feet;
thence tangent to said curve South 73100W' East, along said right"of way line, 80.01) feet; thence southeastedy
along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest
having a radhts of 2D0.00 feat, a delta of 59"00W. tut arc distance of 205.95 feet; thence tangent to said curve
South 14°00'00" East, along said right-of-way line, 169.36 fat; thence southeasterly along said right-of-way
line and along the arcof a tangent curve, said curve being concave to the Northeast having a radius of 230,00
fat, a delta of 6260T56% an arc distance of 249.09 feel to a point of reverse curvature; thence southeasterly
along said right-of-way line and along the arc of a tangent curve, said cute being concave to the Southwest
having a radius of 150.00 fat, a delta of 43°32'56", an arc distance of 114.01 fat; thence tangent to said curve
Page 7 of 9
INSTR * 112470779, OR BK 51017 PG 732, Page 14 of 96
South 32°30'00" East, along said right-of-way line, 50.00 feet to a point on the northerly right-of-way line of
N.W. 82nd Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward
County, Florida; thence South 49131'56" West, slang said right-of-way line 27171 f=et; thence southwesterly
along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a
delta of 14°2894", an are distance of 352.26 feel; thence tangent to said curve South 64'00'00" West, along
said right-of-way line, 36.78 feet; thence westerly along the are of a tangent curve said curve being concave to
the North having a radius' of 23.00 feet, a delta of 86*570V, an arc distance of 37.90 feet Loa point of reverse
curvature; theme northwesterly along the northerly right-of-way line of N.W. Slit Street, as recorded in said
Official Records Rook 6450, Page 688 and along the arc of a tangent curve, said curve being concave to the
Southwest having a radius of 1165.00 feet, a delta of 22° 18' 12", an arc distance of 45350 feet to a point on the
arc of a radically tangent curve; thence northerly along the are of a tangent curve, said curve being concave to
the West having a radius of 300.00 fact, a delta of 52°52'37", an are distance of 276.86 feet; thence tangent to
said curve North It,° I8A V West, 90.00 feet; thence North 24"06'06" West, 435,26 leer, thence northwesterly
along the arc of a tangent curve, said curve being concave to the Southwest having a radius of loom feet, a
delta of 83v04'02", an arc distance of 144.99 feel-, thence tangent to said curve South 72n49152" West, 501.42
feet; thence South 6V 19'52" West, 362.18 feet; thence southerly along the arc of a tangent curve, said curve
being concave to the East having a radius of 170.00 feet, a delta of 76100'00% an are distance of 22550 feet;
thence tangent to said curve South 06°40'08" East 137.18 feet to a point on said northerly light -of -way tine of
N.W. 81 at Street; thence South 83' 19'52" West, along said right-of-way line, 208.97 feet; thence westerly along
said right-of-way line and along the arc of a tangent curve said curve being concave to the North, having a
red ius of 1395.00 feet, a delta of 19101'46", an arc distance of 463.32 feet to the POINT OF BEGINNING.
ALSO TOGETHER WITH
A portion of said Tract D described as follows:
BEGINNING at the most northerly and westerly corner of said Tract D; thence South 01130'OW East, 20631
feet; thence South 70°00'00" West, 233.30 feet; thence southwesterly along the are of a tangent curve being
concave to the Northwest having a radius of 330.00 feet, a delta of 1 d•53'53", an an distance of 68.53 feet to
it point on the Tight -of way of that certain caned right-of-way as recorded In Official Records Book 6450. Page
688 of the Public Records of Browsed County, Florida; thence North 28*30%)0" Past, along said right-of-way
line, 222A9 feet to the POINT' OF BEGINNING,
ALSO TOGETHER WITH
TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in
Plat Book 99. Page 20, of the Public Records of Broward County, Florida.
Said lands situate, lying and being in Broward County, Florida.
AND
Tracts 0, H.1, J. & L, M, N, O, P and 0, LAND SEC. 4 GOLF COURSE PLAT, according to the plat thereof
as recorded in Plat Book 88. Page 20, of the Public Records of Broward County, Florida.
Said lands situate, lying and being in Broward County, Florida.
AND
Page B of 9
INSTR 11 112470779, OR EK 51017 PG 733, Page 15 of 96
Parcel "A". W OODMONT RECREATION COMPLEX, according to the plot thereof, as recorded in Plat Book
91, Page 49, of the Public Records of Browatd County, Florida.
Page 9 of 9
iNSTR # 112470779, OR BK 51017 PS 734, Page 16 of 96
EXHIBIT "B"
TO
CONSOLIDATED, AMENDED AND RESTATED COVENANT
RELEASED LANDS
INSTR V 112470779, OR EK 51017 PG 735, Pages 17 of 96
W eHz
-.0L;!, , 1 0750 NW OTH COURT
VqE&S 'D C TF Jng5-,"jflC MARGA FLOPIDAZIM63
ImmN 954-675-7244 PHONE.
EMAIL-, AOMIN*DJGSURVEY.COM
www.dI9aumyx0m
Sketch and Description - Sheet t of 16
Released Lands
C-.—W
.d 2N so-ibmia Blvd. f T-1
."Sm
rw tdd ad w
Raw
NW lid Sued
Iiijad
PW
red
.Ir
Pad
NW75* OW10thAmm
SIMI
Plan island
SURVEYOR'S N01991 m9wa6 Read
1, BEARING REFERENCE: The BOAdA61 IhOWn 116=111 IM MWO014,11 to the tg=dgd plat.
7- This Is not - eurvey, but o,ly , `phi, depiction of** WW BhOWA h8M0 end Its eskwated, least
ducciptlon. No bounduy comm w... met In the field rotated to this skel&
3. All irecordinas she— hereon are referenced to the Public Rwds of Bmward Cowty, Florida.
NOT VALM WmrrmNDUT THIN
NIQUATum AND T"
OMONAL RAININD SM OF
A FLORIDA LMNNMD 081=14
NO. DAproYWatNtiwstasMMssn
I 1-ml an K*V ZVOR AND IWPM DIRMLOWRE
IL 1"218
-!n
I
m oQuel
in 1 mm
7NSTA # 112474779, OR SK 51017 PG 736, Page 1B of 96
1.110 (/1� �ry�p n q� }� n 2
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Ton
8he0t 2 Uf !6
tr.cr.m..ra.rawrra 7ran4
4He twsY tl.PYr tLLCA1 FarLaudaddt 1rurf
't4 F�nuSe�Gfon
S
(Pin gwk4, INV 31, 11.0
R.)
�1.
R -15OW
L-60655'
%
J
D-231.41W
l�
R-1SO.00'
L-606.5
D-231.41'02"
N44.4629"9
w_ 10.07'
G.�rmr-.rapc.--
irYla-IIL h-7LIRA3
T_*W
9a ih -I arrc—Ilr
(w rn-L hrrL7[A.)
Pod "At'
412,390 5q. Ft.
R-33500 (9.47Acma)
L - 625.1
D-6Y01'12"
T..tr
umm"taya- PA.
ow MAILftr3katlu
R -263M
L-385.93'
D-1 •26,3r
illxM.t /Lhr 7L�C.IU
A0.G
9nkmmostswAnucuma
Ton W
LwrOSeafoa 4 awcaand Hot
(P.9.11, Pa.20. B.C.R.)
w
'a q �F
R-1395.00' J
L-6I" P
D-02.49'40•
Legend
- -
P.O.B. -Point of Boslankg
B.C.R. - Broward County Recotds
P.O.C. -Point of Commencement
R - Radius
P.O.T. - Point of Termlostion
L - Am Length
P.B. - Plat Book
D - Delta (Central Angler)
P& • Page
SNSTR 0 112470779, OR BK 51017 PG 737, Page 19 of 96
9l
JG Suri►,ex pp �IAc'
�,,,, ., , „
LBO 7502
$750 NW 9TH COURT
MARGANF.*9 5-723063
PRONE:9GXSURVF
Et1AR: AOM19NGW GSURVEY.CO M
Sheet 3 of l6
Woodmont Tmet 65
(P.D.91, Ps. so. B.C.R.)
PAC
SouthwutCvmer
Tract "K•
Weoderent Traoe 63
Land Sea 4 GolrCoum Plat
(P.B, 91, Tg.30. B.C.R.)
B (P., ts, Pt. 20, B.C.R.)
K-115.46'
L-64.26
R-19.6t'
N W4538" E
D-10•SI'S6"
L-3'
R.MA1' 99,53'
'2',729'E
)l1AC D-22,944-IS'40'
-,�,
^'
D- S•34'16'
N
a
Pod V
L S r
N 70,25,30' E
D-11'1741' q P.O.B.
MAC
130,910 Sq. FL
S 69"o0'00" E �
N 6S"S9'51" E
(3.00 Acres)
1.78' 3
75Sq'
S 723851"
W
t�
N t7.27'29" W
N MOW23.61'
9t.13' n` i
le
R - 213.OV
L-2369P R-300.00'
R-100.00'
D-6314411" L-10L99'
L-34,71'
120AW
-R120A0
D-19.39S9•
D-I9•SS40'
D-72'29'45' e
Tna'K'
g
Land 11ec.4 Golf Come Plat 2
(P)I. tt, Pt. 20. B.C.A.)
Legend
P.O.B. -Point of Beonins
B.C.R - Broteard County Records
P.O.C. - Pant of Commencoemat
R - Radius
P.O.T. - Point of amindion
L-Arc Length
P.B. - Plat Book
D -DeW (Centml Angle)
Pg.-Pap
114STR # 112470779, OR nK 51017 PG 736, Page 20 of 96
7
6750 NW OTH COURT
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Sheet 4 of 16
TraWK-
ZnndSm I CS(jCturnPtat
(P.B. It, Pg 20, B.C.1L)
Tnd -K-
LtndSte 4Gollfcourseftt
a-MW
L-w L•uiav
(P.B.tt.Pg.20.B.C.R.)
p-i��ri �yb.A•
D•3ir3.�v
Pod "C"
a -rapt
L-71L3.
p-itr�m
WtodmeaTmt63
i s> is w (P.D.91. Pg. 50, B.C.R)
o�
Man
W
D.uarss• A
P.O.B.
302,916 Sq. Ft
f 11 r""* �'st Coma
(6.95 A—)
n lr7rlrt N/7Wows Weedtmed 7Letr dS
nor
d:
L•inlr
a-IVa
L-Itl. a•aav
D-7 L-no
D-a1994V
R-
SIPN37•
I plt
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L•'. .t
i
p.yyy
Fi
a.lrrat a-�
L-3L7
L.33t3r
D.aTMrt'
1,-7 srw D-Srlrlr
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t7r a
e 3,
a -neat v
i irlr'4 . W
mat
L.r3af C
D•rr�a3r �.
Tad W �y
Lted Sac I Gdf CLrrit Pbr
(PA. tt, Pg 20. B.C.RJ
s
Legend
P.O.B. -point of Beghming
B.C.R. - Btowad County Reco3ds
P.O.C. a Point of Camawocemmt
R - Radius
PAT. a Point ofTemtination
L - Am Length
P.B. • Plat Book
D -Dolm (Centai Angle)
Pg.=Page
1NSTR #t 112470779, OR BK 51017 PG 739, Page 21 of 96
LB# 7662
DjG Surveyi g and Mapping, Inc. PONE BS4.877b7u2448j
EMAIL ADMINODJOSURVEY.COM
Shoe15 of 16
LcndSec.4 Goi(Couru PW
(P.B. 83, P6. 20. B.C.R.)
D-111.13'50'
R-150.oD'
L-277.81'
D-106.07W
x
Poll r►D rr
239,529 Sq. Ft.
g
(5.50 Acres)
8
Tout'K•
Lead Soc 4 Getf &arse Plot
(P.O.83, PS. 20, B.C.R.)
Tuer"K"
Land Sea 4 Golf Course Ph$
(PA. as, Pg. 20, B.C.A.)
Legend
P.O.B. - Point of Beginning
_
w
P.O.C. - Point of
Commencement
P.O.T. - Point of
ie
Terwrtation
P.B, - Phd Book
0
o
Pg.-Page
x
'r
B.C.R. - Broward County
R-35A0'
-
33Aa A
L-25Ja
Records
L-25Ja
-41'2r)P
R-Red-
D-41'2432"
A-45.00
L-Arc Length
A-45.W
L - 663W
L-66.45'
D � t476'i
D - Delta (Central Angle)
D • 94.43V3"
R-10.D0
A-toAa
Lm734'
L•736'
D+43*11,41,
S D-43-203V
S O!'OpYI•
N01100'51" E
61.56
6623'
µw 75111 Suess
B• µso. PL 6�.BL:RJ
P.O.C.
SeWMenmmaTnel"K" P.O.1L
S tb•7935' w ro'R
6027.
(P.& u, P} 30, B.C.R.
INSTR # 112470779, OR EK 51017 PG 740, Page 22 of 96
�tDi\6750 NW 9TH COURT
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Sheet 6 of 16
"
S 0094.OW W h
L 11936'
R - 25.00'
D-3P11')5`
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L +^ 3917' —
D - 90.00`CA"
N�
a�7
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PO4 "Eger s 3+52
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N 63.26'13" W
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L-442.36
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a
3
m I S 65'33'59" W
p
298,148 Sq. PL 31.97
(f.61 Acres) N90'00'00"w
14.66
N 63.13'21• W
149.45'
+ N 19.33'35• W
a 300.00'
s 00•o9'01" B
172Z R-15o.00'
L - WAY
D-139.4639"
P.O.B.
EaRanmal NeMwo CerimTaet W
lwdSw*x 4 G@VCswrrs F7.r
w
(P.D. at, P8. 20, D.C.0.)
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E
Tag Nl9.3375"W
FOOL.wW"rr-N1 ,33i
1.4
F. Sxbe.kM.
tPht Book 4. Par 31. LCIL)
Losend
Li—
P.D.B.- Point of Beginning
B.CR - Bmward County Records
P.O.C.-Point ofCowmee ommut R-Radius
P.O.T. - Pout of Tem�instion
L- Arc Length
PA. -Plat Book
D-Delts.(Contrel Angle)
Pg.-Page
INSTR # 112470779, OR 13K 51017 PG 741, Page 23 of 96
L8N 7882
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T�•e
,W&T 404rc pid
tre•�T.hh4 �.CR1
R - 45.00'
L-154.61'
D-201057W'
N 88°0907' E R-175.00'
56.84' a r L-54.25'
D- 17'4Y4("
S 66t54'25° t?
110,21'
R-285.55
w L-103.11,
D-20'4111'
Pod ►,Fr► d
4I
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y �
a
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P.O.B. +3 vsmhut,cxt
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Tcad*B' ti
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(P.B. I8, Ye. 20, B.C.R.)
R-25.00 _/
L-79.2T R. 150J70
D-90-OD'00" rtig�6, • V L•i152.7E
0 5M21'2.7"
i40111
P.O.B. "Point orengiwin6
B.C.R - Browsed Cowry Records
P.D.C.*Point orcomm ac useit
R-RuWu
P.O.T. -Point offemanation m(oation
L-Ate Length
P.B. - Plat Book
D +Dena (Cents( Angle)
PS - Page
INSTR W 112470779, OR 13K 51017 PG 742, Page 24 of 96
"'IT jnC MARG .FLOR(DA3STHCOURT
3053
PHONE: 954-875-n44
EMAIL'. ADM1N§DJGSURVEY.COM
-,?".djpuri# cam y.com
P.O.B.
Northemmost Northwest Comer
Tmt"A*
Lomi Ser. 4 Calf Course Plot
(P.D. as, Pa. 10, II.C.R.)
S 99-31,35, E 551JI,
N4S'08'10'E
333V
Commercial Pod
199,342 Square Feet
4.5SAcm;
N 8r3Y-3S'W 149AT
Pa. Z' 0 ' 3114�
14j"I"
s 36,4rw
41.5r
L 19.3v
R D-3rJV2I'
,.:30.W
27.7r
31,011V
b 8 194V55"W
ru
R:75.W
L 117.11'
0-90%ow
3 49149'S5* W
29.00,
Lqpnd
P.O.B. - Point of Beliftnial B.C.A. - Brawad County Records
P.O.C. -Point of Conv"Deement R - Radius
P.O.T. - Point ofTennination L - Atc L=O
PS. -Plat Book V - DORL (Cc" Angle)
Pg- - P"p
INSTR # 112470779, OR BK 51017 PG 743, Page 25 of 96
e750 NW BTH COURT
4 MARGATE, FLORIDA 33083
PHONE:454-4767244
EMAIL: ADMINCDJGSURYEY.COM
tnww-beat way com
S 89°33'35~ E P.O.D. Sheet 9 of i6
Southgate Blvd. 73.75' NECunrr,Trsw•C
N 00-IT16" W
Fat Ltuderdda Truck 130.31'
Farmr Subdivision N 01.44'13" E Tamarac Lanes
tra.trs,n,n.cn.t Rl O.rs.]LaeRt
Section 33 194.78'
S'eetlen �'—�
Tract'C"
Land Sr— 4 Oclf Couna Plot
� s
pa.n.► m.wCj r
N 78"53'43` E s
26.49'
Woodrow Tract 5e
I
0e.ra.rs.4•a00
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Trod 'c"
Lead See.4 Golf C:oruse Plat
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7
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N
I
WoodmontTnU 51
trJ.al h IL1xim
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N WODYfarDANIK fTaM:Tl1
NW 12od Street
tnaasuaKasa.arat
Fat Laude�ls Tradt
Waodnwnt Tract 53 FamnBuhdiviaka
oAa.rs.u,arat sash. u. scar
Lagmd
P.O.B. -Point of Beffimitlg B.C.R. Browasd County Ro da
P.O.C.-PohdofCnent R-Raditta
P.O.T.-Point ofTe7lttioedtm L-Aro LWkg&
P.B. - Plat Book D - Delta (Cams! ARS[a)
P`. - Pase
1NSTR 4t 112470779, OR BK 51017 PG 744, Page 26 of 96
6760 NW aTH COURT
a tjj �ry MARGATE. FLORIDA 33003
PHONE: 0644TW244
EMAIL: ADMINCIMSURVEYd
LEGAL DESCRIPTION
Pod A:
A parcel of land being a portion ofTract "D"and Tract "C', Land Sea 4 ColfCoarse Plot, as recorded in
Plat Book 88. Page 20, and a portion of a anal, as recorded in Official Records Boirk 6450. Page 68B, all
of the Public Records of Bmward County, Florida, being more particularly described as follows:
Commence at the Easternmost Southeast corner of uid Tract "D", said point alto being a point on the
Northerly line cf NW 82nd Avenue as described In Official Records Book 6450, Page 688, of the Public
Records of Broward County, Florida;
Thence, South 49°3 V56" Westr along said Northerly line; a distance of 72.43 feet to the Point of
Beginning;
Thence, continue along said Northerly line, South 49131'S6" Went, a distance cf 201.25 feet to the point
of curvature of a circular curve, concave to the Northwest, laving a radius of 1395.00 feet and a antral
Thence. Southerly along the are of said curve, and said Northerly line of NW 82nd Avenue, an arc
distance of 68.85 that
Thence, North 38641703" West, a distance of 287.95 feet to the point of eurvatum of a circular curve,
concave to the Past, having a radius of 535.00 feet and a central angle of 67°Ol' 12'
Thence, Northerly along the are of said curve, an are distance of 625.80 feet;
Thence. North 4511331" West, a distance of 146.15 feet tC a point on the arc of a circular curve, concave
to the East, laving a radius of 150.00 feet and a central angle of 231.41'02";
Thence, Northerly and Easterly along the arc of saki curve, an are distance of 60655 feet
Thence, South 45"1331" East, a distance of 124.33 feet;
Thence, North 44"4629" East, a distance of 10.07 feet to a point on the me are circular curve, concave tt
the South, having a radius of 150.00 feet tad a central angle of 231°4 P02", a radial line beats from said
point South 71.044D2" Fast
Thence, Easterly, Southerly and Westerly along the am of aid curve, an arc distance of 606.55 feet;
Theme, South 44"4649" West, a distance of 128.81 fact to the point ofcurvature of a circular curve,
concave to the But, having a radius of 265.00 feet and a central angle of 8312632';
Thence, Southerly along the arc of said curve, an arc distance of 385,93 feet;
Thence, South 38°40'03" Bast, a distance of 2g 1.16 hot to the Point ofBeginnbr&
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 412.390
mpare feet (9.47 acres) more or leas.
Togeher B71h.
Pod Bt
A portion of Tract "K", Lend Sac. 4 Co(fCourse Pbf. u recorded in Plat Book 88, Page 20, of the
Records of Browsed County, Florida, being mom particularly described se follows:
Cosrnrandag at the Southwest corner, Woodmo►q Tray 65, according to the plat thereof, as recorded in
Plat Book 91. Page 50. of the Public Records of Broward County, Florida, said point also being a point c
the Westerly line of NW 80th Avenue is described In Official Records Book 6450. Page 688, of the
Public Records of Browsed County, Flodde.
Thome. South 21 "00'00" Weal, along said Westerly 6ne6 a distance of 93A7 fat to the Point of
(Continued On Sheet 11 of 16)
INSTR V 112470779, OR BK 51017 PG 745, Page 27 of 96
6750 Mw eTH COURT
nn MARGATE, FLORIDA33003
�._ �..u�re in �and�l�aN,ufq Inc.
PHONE: 9tH875.72M
LEGAL DESCRIPTION Sheet 11 of 16
(Continued from Sheet 10 of 16)
Thence, continue South 21"00*00" West, along said Westerly line, a distance of 233.03 feet to a point on
the arc of a eimukr curve, concave to tine North, having a radius of 120.00 feet and a central angle of
72'29'45"; a radial line beers from said point North 21*46146" West;
Thence, Westerly along the arc of said curve, an are distance of 151.83 feet;
Thence, North 9712729" West, a distance of 9g.13 feet to the point of eurvature ofa circular curve,
concave to the South, having a radius of 100.00 feet and a central angle of 19155'40'
Thence, Westerly along the arc of said curve, an are distance of 34.78 feet to the point of tangency;
Thence, South 72*36151" West, a distance of 23.61 feet to the point otcurvatum ofa circular curve,
concave to theNorib, having a radius of300.00 feet and a central angle of 19*381591;
Thence, Westerlyalong the an of said curve, an arc distance of 102.89 feet to the point of tangency;
Theme. North 87144110" West, a distance of 19.37 feet to the point of curvatura ors, circular curve,
concave to the Northeast, loving a radius of 213.00 feet and a central angle of 63'44'01%
Thence, Northwesterly along the arc of aid curve, an arc distance of 236.393 feet;
Thence, North 6515731" Past, a distance of 75.00 feet to a point on the are oft circular curve, concave
to the Southwest, having a radius of 161.09 fed and a central angle of IS'54116"; a radial line bean
from said point South 47138'30" West;
Thence, Northwesterly along the arc of said curve, an arc distance of 44.71 feet;
Thence. North 80*45139" Past, a distance of 99.53 feet;
Thence, North 7012S'50" East, a distance of 91,44 feet to the point of curvat re are circular curve,
concave to the South, loving a radius of 17SA6 and a central angle of 20*Sr56";
Tbenc e. Easterly along the are of aid curve, an are distance of 64.26 feet;
Thence, South 8712729" East, a distance of 331.06 fed to the point of curvature of a circular curve,
concave to the South, loving a radius of 29.68 feet and a central angle of 44' I5'40'
Thence, Southeasterly along the we of aid curve, an arc distance of 22.93 feet to a point on the arc are
circular curve, concave to the Notth, having a radius cf40.00 fad and a central angle of BI'19'4I"; a
radial rice bears from said point North 51'0096" East;
Thence, Eatarly along the are of said curve, an am distutx of 56.78 feet;
Thence, South 69'00'00" East, a distance of 8.78 feat to a point on the said West line of NW Both
Avenue and the Pofnr of Beginning.
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 130,810
square fed (3.00 tam) more or less.
TogetherWfrh:
lam
C:
A parcel ofland lying in Section 4, Township 49 South, Rings 41 But. being a portion of Tract "K",
tandSem ! Gvff Ceram Mr, as recorded in Plat Book 82, Page 20. of the Public Records of Broward
County, Florida, being man particularly described as follows:
Aegfnaing at the Southeast comer of Weodmennr Turd 65, es teemded in Plat Book 91, Page S0, of the
Public Records of Broward County, Florida, said point beiog on the Westerly line of NW 80th Avenue;
Thence, South 21'00'00" West, along said Westerly line, a distance of 93.07 feat;
Thane, North 69'00'00" West, a distance of 8.78 feet to a point on the arc ofa circular curve, concave
to the With. having a radhu of40.00 Beet and a central angle of 81.19'41 "; a radial line bean from said
point North 30119b5' West;
Thence, Westerly along the are of said crave, an are distance of S6.78 feet to a point on the arc of a
circular curve, concave to the South, having a radius of 29.68 feet and a central angle of44' 1 S40"; a
radial line bean 6om said point South 46*41111" Weak,
(Continued on Sheet 12 of 16)
SNSTR V 112470779, OR BK 51017 PG 746, Page 28 of 96
erso Nw arH couar cease 7eez
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LEGAL DESCRIPTION sheet 1z of 16
(Continued from Sheet I I of 16)
Thence, Westerly along the arc orsaid curve, an are distance of 22.93 feet to the point of tangency;
Thence, North 8712729" West, a distance of 331.06 feet to i point on the arc or a circular curve, concave
to the South, having a radius of 175.46 feet and a central angle of 20*38156"; a radial line beats from said
point South 01°24'46' West; `
Thence, Westerly along the are of aid curve, an arc distance of 64.26 feet to the point of tangency;
Thence, South 70129'SO" West, a distance of 81.44 feet;
Thence, South 60145'38 West, a distance of 99.53 feet to a point on the arc ofa circular curve, concave
to theNorth, having a radiusor300.00 feet and a central angle of 18°14105"; a radial line bears from said
point North W' I T36" East;
Them, Westerly along the arc of said curve, an are distance of 95.48 feet;
Thence, South 18131141" West, a distance of 110.00 feet, radially, to the point of curvature ofa circular
curve, concave to the North, having a radius o f 410.00 feet and a central angle of47'I r47
Thera, Northwesterly along the arc of said curve, an am distance of 338.S7 feet to the point of
tangency;
Thence, North 24'09132" West, a distance of 276.02 feet to a point an the are ofa circular curve, concave
to the East, having a radius of260.00 fat and a central angle of 11.2926"; a radial line bars from said
pointNorth 6545078" East;
Thence, Northerly along the are of said curve, an arc distance of 52.14 feet to a point on the arc are
circular curve, concave to the East, having a radius or 150.00,feat anti central angle of I I V 13157' , a
radial line bona from said point North 50*2741" East
Thence, Northerly and Easterly along the am of said curve, an are distance of 289.59 feet to a point on
the arc ofa eimular curve, concave to the East, having a radius o f 260.00 &et and it central angle of
14°31' l0"; a radial line bean from said point South 46° i0'35 E4*
Thence, Northeasterly along the are of said curve, an arc distance of 65.89 fleet to a point on the arc of a
circular curve, concave to the South, having a radius of 150.00 feet and a central angleof 21 MOM; a
radial line bean Dora avid point South 71.21'54" East;
Thence, Eaterly, Southerly and Westerly along the arc of said curve, an arc distance of 569.26 feel;
Thence, South 5514951" West, a distance of 93.04 feet
Thence, South 24°09'3r East, a distance of 267.65 feet to the point of curvatum of acircular curve,
concave to the North, having a radius of 140.00 feet and a central angle of 32°05'35°;
Thence, Southeasterly abet the arc of said curve, an arc distance of 127.29 bet
Theaca. South 13W33" West, a distance of 110,00 feet, radially, to the point of curvature of a circular
curve, concave to the North, having a radius of 250.00 feet and a central angle of 33* 1703";
Thence, Easterly along The arc of said curve, an ace distance of 14532 feet to the point of tangency;
Theoca, North 70,2530" East, a distance of 77.43 feet to the point of eurvature ofa circular curve,
concave to the South, having a radius of 225.00 feet and a central angle of 22°06'41';
Thence, Easterly along the am of said curve, an am distance cf 86.33 fat to the point of tangency;
Thence. South 8T27129" East, a distance of 8.1 I fact;
Thence. North 02°3231" Eat, a distance of 20.00 feet;
Thence. South 2712729" Eat, a distance of429.82 feet to the Polof of easlaalaa.
Said lands lying and being in the City of Tatoarac, Broward County, Florida, and containing 302,916
squaro fleet (6.95 acres) more or less.
regerur curl,:
MR.
A parcel of land lying in Section 4, Township 49 South. Range 41 East being a portion of Tract "K",
Lana sea ♦ Golf Carrot Pkr, a recorded in Flat Book 88, page 20, of the Public Records of Broward
County, Florida, being mom pardaulaly described a follows:
(Continued on Sheet 13 of 16)
INSTR #i 112470779, OR BK 51017 PG 747, Page 29 of 96
In ' ' oo&
��`t p �n (a� f��jj tF��, /rtr 6750 NW BTH COURT
� .��'U �i�F�Ug ""�ag '.4 � MAROA7E. FLORIDA 81063
re k..�•. PHONE: 954d/51`244
EMALIL• ADMINGUMSURVEY.COM
vmvr.eip�urveyean
LEGAL DESCRIPTION Sheet 13 of 16
(Continued from Sheet 12 of 16)
Commence at the Southwest comer of said Tract "K", said point also being a point on the Northerly line
of NW 75th Street as described in Official Records Book 6450. Page 698 of the Public Records of
Browud County Florida;
Thence, North 86"39'55" East, along said Northerly line, a distance of 231.25 feet to the Point of
Beginning;
Thence, North 011001 l" East, a distance of 66.23 feet to the point of curvatum of a circular curve,
concave to the West, having a radius of 10.00 feet and a central angle of 43.20'30";
Thence,'Northerly along the arc of said curve, an are distance of 7.56 feet to the point of reverse curvature,
of a circular curve, concave to the East, having a radius of 45.00 feel and a central angle of 84°45'05";
Thence, Northerly along the arc of said curve, an arc distance of 66.56 feet to the point of teversc
curvature of s circular curve, concave to the West, having a radius of 35.00 fact and a central angle of
41°24'32";
Thence, Northerly along the are of said curve, an arc distance of 25.30 feet to the point of tangency;
Thence, North 01 "00'511 East, a distance of 662.01 feet;
Thence, North 05122'09' West, a distance of 4 t851 feet to the point of curvature of a circular curve,
concave to the Southeast, having a radius of 160.00 feet and a central angle of i 1111310";
Thence, Northerly and Easterly along the arc of said turn, an arc distance of 310.61 feet to the point of
tanHmyi
Thence, South 74"OS'l9' East, a distance of 119.22 feet to the point of curvature of a circular curve,
concave to the Southwest, having a radius of 150.00 feet and a central angle of 106.07'02';
Thence, Easterly and Southerly along de arc of saki curve, an arc distance of 277.81 feet to the point of
hingency;
Thence, South 31158'43" West, a distance of 600.38 feet;
Thence, South 01 °00'3 I" West, a distance of 482.84 fed to the point of curvature of a circular carve,
concave to the East, having a radius of 35.00 fed tad a central angle of 41"24'35' ;
Theta, Southerly along the arc of said curve, an are distance of 2530 fat to the point of reverse
curvature of a circular curve, concave to the Weal, having a radius of 45.00 feet and a central angle of
S4"36'15";
Thence, Southerly along the arc of said curve, an are distance of 66.45 feet to the pond of reverse
curvature of s circular curve, concave to the East, having a radius of 10.00 fed and a antral angle of
43"1141";
Thence, Southerly along the arc of raid curve, to arc distance of 7.54 feet to the point of tangctay;
There, South 01"00'31" West, a distance of 61.76 fed to a point on the North line of NW 75th Street;
Thence, South 8613755' West, along said North tine, a distance of 60.27 feet to the Point ofBaginning.
Said lands lying and being in the City of Tamarac, Browerd County, Florida, ad containing 239,528
miners foot (550 acres) mom or lees.
Together Mth:
Po/E:
A parcel of lead being a portion of Tract "A"and Tract "C", LandSec. 4 Goy'Coarse Plat, as recorded i
Plat Book 89, Page 20, and a portion of a canal, as recorded In Official Records Book 6450. Page 688, at
of the Public Records of Broward County, Florida, being more particularly described es fo8owst
Beginning at the Eastaramoat Northwest corner of said Tract "A" and a point on the South line of
Southgate Boulevard;
Thence, South 8913735" East, along acid South line, a distance of 1,184.52 feet to the point of curvature
of a eh War awe, concave to the Soulhwoiy having a radius of 25.00 feet and a central angle of
9P'00'00";
(Continued on Shut 14 of 16)
INSTR #f 172470779, OR BK 51017 PG 748, Page- 30 of 96
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LEGAL DESCRIPTION [Sheet of 16
(Continued from Sheet 13 of 16)
Thence, Southeasterly along the arc of said curve, an are distance of 39.27 feet;
Thence, South 00'26'25" West, a distance of 84.00 feel to the point of curvature of a circular curve,
concave to the Weal, having a radius of 200.00 feet and a central angle of 34.11113%
Thence, Southwesterly along the am of said curve, an etc distance of 119.76 fat;
Thence, South 34"45'00" West, a distance of 52.99 feet;
Thence, North 6312613" West, a distance of 64.00 feet to the point of eurvatut ore circular curve,
concave to the South, having s radius of 497.00 feet and a central angle of 50*591481;
Thence, Westerly along the are of said curve, an are distance of 44236 feet;
Thence, South 65'3359" West, a distance of 31.99 feet;
Thence, North 90"00'00' West, a distance of 14.66 fc;
Thence, North 63*1571" West, a distance of 149.45 feet;
Thence, North 89133135" West, a distance of 300.00 feet;
Thence, South 00109'03" Esst, a distance of 17.20 feet to a point on the arc of a chewer curve, concave to
the West, having a radius of 150.00 feel and a central angle of 139"46'59"; a radial line bean from said
point South 5215845" West;
Thence, Southerly and Westerly along the are of said curve, an are distance of 365.95 fee;
Thence, North 89"33'35" West, a distance of 26A8 feet;
Thence. North 00'09'03" West, a distance of 435.DD feet to the Point ojBeginnfag.
Said lands lying and being in the City of Tamaric, Browad County, Florida, and containing 288,148
squat feet (6.61 acres) more or less.
Togdher With:
Pod P:
A portion of Tlect "E", Load Sac. 4 Go(JCoursePler, as recorded in Plat Book $9, Page 20, of tiro Public
Records of Broward Courtly, Fiorlds, being acre particularly described as follows:
Bagianing at the Westemmon Southwest comerof said Tract "E", said point also being a point an the
Easterly right-of-way line of NW 80th Avenue a described in Official Records Book 6450, Page 689, of
The Public Records of Browsrd County, Florida;
Thence, North 211001001 But. along said Easterly line, a distance of 325.00 fed to the point of curvature
of a chou►ar curve, concave to the West, having a radius of 1165.00 fed and a central angle of 22'S0'33";
Thane, Northerly along the are of aid curve, and the Easterly line of NW 80th Avenue, on at distance
of 464.57 fee;
Thence, radially to aforementioned curve, North 8810907" Eat. it distance of 56.84 feet to a point an the
are oft clmular curve, concave to the South, having a radius of 45A0 fact and a central angle of
201157'06 , a radial line bean from said point South 56" 1705" East;
Thence, Easterly and Southerly along the we of aid curve, an in: distance of 158.61 feet to a point on the
am oft circular curve, concave to the West, having a radius of 175.00 fed and a central angle of
17"4540"; a radial line bear from said point North 8910757• Wes;
Thence, Southerly along the am of aid curve, an am distance of 5425 feet;
Thence, South 66054'25" East, a distance of 11021 feet to a point on the arc of a circular curve, concave
to the Northwest, having a radius of 285.58 fat and a central angle of 2014111111; a radial line bean from
said point North 69141701" West;
(Continued on Sheet 15 of 16)
.L1V11:�11:" V 1dZI1 to 11`.1' UM W1 t3lul 1 VU 19".i, Page-' Jl of 94
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LEGAL DESCRIPTION' steel is ofa6
(Continued from Sheet 14 of 16)
Thence, Southwesterly along the arc of said curve, on arc distance of I D3.11 feet to a point on the arc of a
circular curve, concave to the West, having a radius of 1340.00 feet and a central angle of 12°0S'30"; a
radial tine bears from said point North 81 "OS'30" West;
Thence, Southwesterly along the arc of said curve, an an distance of 282.79 fact to the point of tangency;
Thence, South 21 100'00" West, a distance of 205.06 to a point on the are of a circular curve, concave to
the West, having a radius of 150.00 feet and a central angle of 3 M 1'23"; a radial lute bears from said
potntSouth74"09%1 West
Thence, Southerly along the arc of said curve, on arc distance of 152.78 feet to a point on the Southerly
line ofsaidTract "E' ;
llama, North 69100'00" West, along said Southerly line, a distance of 169.56 feet to the point of
curval ue are circular curve, concave to the East, having a radius of 2i.00 feet and a central angle of
and Northerly along the arc of said curve, an arc distance of 39.27 feet to the Point of
Said lands lying and being in the City of Tamarac, Browatd County, Pla ds, and containing 149,640
, quam feet(3.41 acres) mom or less.
Together If,tb:
A portion of Tract "A', Lind Sea 4 GoifCourso Piaf, astecotded la Plat Book 88, Page 20. of the Public
Records of 8roward County, Florida, and a pardon of Fort Li doMe Truck Farms SubdWrion, as
recorded In Plat Book 4, Page 31, of the Public Records of Bratward County, Florida, all being morn
particularly described as follows:
(tinning at the Northernmost Northwest comer of ail Tract "A", said point dw being a point on the
South line of SouthgateBouidmi;
Theaca, South 39033135" East, along said South line of Southgate Boulevard, and the North line of said
That "A it distance of 552.31 feet;
Thence, South 00126125" West, it distance of 226.00 feet
Thane, North 89139'35" West, a distance of 3491- feet;
Thence, South 07I0'051 But, a distance of 93.80 feet to the point of curvature of a circular curve,
veto the Waal, having a radius ol30.00 feet and a central angle of 36.58'21 %
Tbence, Southwdtorly akmg the arc of Bald curve, an arc distance of 19.36 feet to the point of tangency;
Thenoa" South 36148'16"West, a distance of 41.57 feet to the point of eurvature ofa circular curve,
concave to the North, having a radius of 30.00 feet and a antral angle of 53"0P391
Thence, Southwesterly aim the arc of aid curv% an we diehnce of 27.77 fact to the point of tangency;
Thence, South 89*49155" Weet, a distance of 68.00 fact
Thence, South 00" 10'05• East, a distance of 274.10 feet to the pant of curvature oft circular curve,
concave to the West, having a radius of 75.00 feet and a antral angle of 90"00'00";
Thence, Southwesterly, along the ate of paid curve, to arc distance of 117.81 feet to the point of tangency
Thence. South 89149'SS" West, a distance of 28.00 feet to a poke at the West line of aid Tract "A", and
point an the East Mae of NW Ulh Avenue, as recorded In Official Records Book 4747. Page 183. of the
Public Records of Bruward County, Flodde;
Theme. North 00" 10'OS" West, slang said Wert line of Tract "A" and flat East line of NW 88th Avetnte,
distance of 709.26 feet
'nonce, North 4S'08'l0" Eat, a distance of 35.54 fact to the Faint of Bginaing.
Said lands lying and being In the City offamaroc, Browanl County, Florl&6 and containing 199.342
mpm Rat (4.58 aces) mom or lea.
(Continued on Sheet 16 of 16)
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LEGAL DESCRIPTION Shee
(Continued from Sheet 15 of 16)
Together with. -
East 3 acres of School Tract
A parcel of land being a portion of Tract "C". Land Sec. 4 G'ollf Course Plot, as recorded in
Plat Book 98, Page 20, of the Public Records of Broward County, Florida, being mote
particularly described as follows:
Beginning at the Northeast comer of said Tract "C' and a point on the South line of
Southgate Boulevard;
Thence, South 00' 1 T 16" East, along said East line, it distance of 1,323.97 feet to the North
line ofNW 82nd Street;
Thence, South 89°47 44 Went, along said North line, a distance of 106.35 feet,
Thence, North 00°l T16" West, a distance of 994.82 feet;
Thence, North 7B'S3'43" East, a distance of 26.49 feet;
Thence. North 01'44'13"East, a distance of 194.78 feet;
Thence, North 00'12'16" West, a distance of 130.31 feet to the South line of Southgate
Boulevard and the North line of said Tract "C";
Thence, South 89°3335" East, along said lice, a distance of 73.75 feet -to the Point of
Beginning.
Said lands lying and being in the City of Tamarac,Broward County, Mrida, and containing
130,949 square Poet (3.00 acres) more or leas.
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EXHIBIT "C"
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INSTR f 112470779, OR BX 51017 PG 788, Page 70 of 96
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P.O.B. - Point ofBapooioj B.ClL-BMWCmmtyRmab
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PAT. -Point offaminstion L - Atc Leco
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INSTR # 112470779, 0R EK 51017 PG 789, Page 71 of 96
5750 NW OTH COURT
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Math Ike Sheet 41
P.O.B. - PoilM ofDaim6s
B.C.R. -&mud Coady Row&
P.O.C. -Point ofCommocomom
R - Radius
PA).T. - ftim onmobldon
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INSTR # 112470779, OR BK 51017 PG 790, Page 72 of 96
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P.O.T. - Pohit offumbiWan L-AIGWYA
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INSTR V 112470779, C)R BK 51017 PG 791, Page 73 of 96
MARGATF� FLORIDA 33053
M& PinInc 'a PHONE: OW75-7244
EMAIL: ��=llq =YCO"
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D - Ddtl (Cubd Az*d)
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INSTR V 112470779, OR BK 51017 PG 793, Page 75 of 96
�gsand? 6750 NW OTH COURT
MARGATE, FLORIDA 33063
PHONF.'95"76-7244
Match line Sheet 37
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INSTR # 112470779, OR SK 51017 PG 794, Page 76 of 96
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INSTR it 112470779, OR RK 51017 VG 795, Page 77 of 96
= �D�GSuelgdMRPg,Inc,
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INSTR # 112470779, OR BK 51017 PG 796, Page 78 of 96
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6750 NM OTH COURT
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INSTR # 112470779, OR 13K 51017 PG 803, Page B5 of 96
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Wingeonan to *e Burl barbs an£aw of OKM Got, c Wr d26'000r.0 aw dtrimd136.14 Gag; ham werewodd
cove Soo* IV100!• SuL 773.64 rod to apoist as de ate of aanmyal co" {ad616wOnmw poW bin Smd6rV54'
Bnl; *Am aootbwaedydown do am of Wd arvabaatcooms to On SWraatlwayars*m ef2/6A0 Het, eddy of
7'3Y24•, saonifis rww of]LIS 6wtlaww IWgatin Old am Sark IY07+W Weak IRO16at Mm warwatalyabng Oe
an otw rngat cave, tow acre 6dy maaave r Os Nrrwalt herb{ a adbn d25JBba,wbib d 1!•iefr,a R dbtaeewf
61.6Sfad a w polo dh>Wwweia rdO tbawadwlY tftiteRwwyBoe dI6,W tldSrwksa atordd lot OBk6lRaanbeoolc
M30.►■p 6n,drwPdtbtorab dHbwud dory, lbtlda, wrtipoiU ebebwbyapaht dmgead eovdurq rmte■
rulwy. ■long dd■adbgbtltLorwayra rddwaBwan da IaaWawmbob{saema r OoNedb ledy■oad'Isl d
179.t..�ttw Gd,a aw dtMi61•S w wdbwa d11.H rat lm twywlb Baca wmNpO 10roitl• Wukalwng■d wwwdallY
wy.....�raoyraw ai.rya tmOdp brrday dWd7ewwoH rdA161.1! trgtkwm,awwyaayeateararb
oigHof�woyrrrdabyBaandaUagadrwve„IaWarnbd■gaaaeereblta�ollirh{atairpf117�,00fa,adetrif
Ir3tor, w we iWataod63239 Gat•, rem watw■w mdi owmNaA N•1TIx waketmtrw ddd+f+w6'rnk 2/41s Soo,
ranamarAnwagry aket de Ue da treat lira, Uld wra holy -wan wMNatdawbarlaS.aadneaf1S.00 pq, a ddr
d102.1PA', w arc Bpaam dM3t 6a b opdel dmrmaaurataw,,awwpit dwbdag aMBadA{blefwary tlae dyw,
Ord Aveaw, uneadadw011idoiRamda Bch 6767,hp Itl, ddwl,YkRetr4 dtwwwiCwrry, lOeiWc Omao
aatlrbduiotYrykotwaprw(aditsadotbdngdawodbawduydwMTomA ndslangdwnersomtrrove
aw er" 6*1 slew" b dw Wa YAga mbaad 1031m 61k a dourof Ix6r21•, mawdbrmdti7 )a frilwm
ingotrBakw"NwrOO'IOOrWalk dwytaldwa► wolMdhamA,INSAGatraawmroUrdyalry6wwndt
r.{r arwa, all cum M6i8 onamia)6w Sadhurbwrgo rive 015m6ek oddrdltt•36W,os wAftwo d39,66
Golroploa dio PO d/W BIRO tactdtwurprBoubrad;rsaaSwO1t7S7PPr1,obo{aW Saabolghbe6way
ilea, 17176 6r r O.1'OM70F 1t80BiNS10,
T0GE710@R WITH
A podaa dTam C dwwild LAM Sea 6 OOIRCOURSS FLAT sad- pwftdPORTLAUtWB0AL S TRUCK FARMS
SUHHiVtYON dteada I, Twwte6t0a9 Sauk lop al Qokdewa6M U Mba:
rS00rNW0 a Y aoataaiawwiyswoaw dddIlaN C.Oaw 8omlm•13Mr 8ukdwg Go Boil beaipof uW Tnd C,
ISU97 Its to ■pobt w On nooftlyd*&oftW listd1d.W. ttd last. a wabi i■0"Wwds91*66t1, Pyw4K
d*AMAW RaabdMwwdCady.PrdbiSmSoAi9.6 WFa,abyWdwa.6t1tLa{aytauddaya
Sw66eaeiagdull Tim C.300mtot bownwomb dwyodd
wwlatlytighMf+wprsasadabyMtsar■tarya
■Bak saidwawtbalywwaw"fdoSao bvbaaM"Gro mbokoda8ad4*XW.aass0dond32t1bdbdo
lea/oodagardWOODMONTTLWr$1.wam&4bdoVadmGsa"addbPYtDo* t2,hpAdtlrhWa
BaerbirydeddWOOD OPITTVACfS1,
304610t601uaaOwatrb460e81116% VdUYW00WK1NTTXACP71RodaltyOeUadalrtawtawnkUw
au"WIy Nsom OVMlsattaawhovhy sawns d.101m 6q a4"of1ww wra&awo at17M 1a ra pYd
mapuad awawa;iaas wWbweenty day in bowha loll WOMAW TRACTS ad along a w dataya sure,
tii ratva boiy wgsa" Ica Oa 80111uq barby o oodisaof WMA 6d, odour 033'100W, auc dWncedil9.t9Its r apolo
doaoagatal eteaMo; Osam wd6wlydm 61beaaday ddd W0OOI80N7T1ACf 31 a■talaq do tudoawd am
Wd earwWin somaato dw bdYdyaMad3mm 64 a dew d7MW,as4amusd2N1300, Ow■mw*w
to Uw cam twl3x3BOr Roolalwgsaw badwydWOCOM=TRACE$1,171A Sid too polo drop;
INSTR 9 112470779, OR 13K 51017 PG 804, Page 86 of 96
71
1, 8750 NW AM DOURT
likMARGATE. FLORIM 33M
qG S'wq'kg@p.'0*' W) LInc.
PHONE: IINVII-7244
EMAIL: ADMINQDJGSURVEY.POM
IF .1 www.=rm'cm -
LEGAL DESCRIPTION I tussmj
WW m*wwWly slots as bmvd effib.1 asetsin and ftbloPay or recorded IN OWal FX.91 Be* 6450. Fair, 631, of&
Publitiltumands of Bmawd Canety, Flecidt, wA "I dw am are trier curve, ald vine belts concon w An Soudswed set
bma, a sea= armour fad; * delta cr,6313VS64, #a son d1mance of 174.82 het to a polm of mverve convenes ; share ur&..U*
red does she seed. turem curve am turvi brims wreems to 16 Nors"t hwkg a Rd[= of I SO"
dWream of 14W(ed deau W%W to U wave Nardo 14-orm, Were, dad; odd 4lo-of-my
lima. 169.36 tees; theta aw*wuwly slag add olikk-d-my line ad 91al der at are bests; aove told enreetsbagareca" to 6*
Scadraress ktoics a notion of moo fics. . ddtg cr59VM-, a as distan of 1033 her; fimace uapm to Add am Nam
730000• Were, alsed, laid rijbi-cf-M fin, a arc jJdam di lop fith mearce, mawilwortotedy "s addrIAW-wxy Use; ad slag
Bane ors reagag n" add age, ides emu" so as Waliessi br&j e "an cf200.00 04 a didia 0f4I'W90, in we
d6lance of 143.12 far dirsons smajece sm aid save Nw0i 3210OW Wed, dog sald'w"Pay Use, G50A0 &P84 Monte
ooaawmwlydeng UW dojdereV JIM SM.J." So me d a lapse au,%told am Wbj ameaver time loodir-ol having
radius of 224.001 fee; adds of IlWnt% som am dfilace of 1337 Bat tteem Nw% W45W Ru% 1545 Soll; dean smartly
alms Ams, are, are surpm arw46 aid w" w" cm=u to Are was bevies a "dows Df26om red. a 61t& or7.93131, in rs
Be
a 2 1
1110
or
aid
. . . . . . . . .
I a and 1-3 Veq I a
.
p
use scuthowullmovirge redioa aff6.00 lbe% a oldwar"llaw, a wdidemseraf 1 17JI fbd;&MBMDSIM NOW errs $001h
$782rAF Wa% 335A hot dium, Nw&wca* alms do am oft saged arre, sold awalding mum to&gNw&md having 0
ea din magm any uM am being camorre to use SwAr#m Isaias a"= d7an lec4a4tr orlltftf•v a use &wm
"on mlbtgbo.0fa=inmsold w-"savs Am Ned
wing a nduo5 " in% adalk oIV a:13awefiimoeln25hC42 mNorb I-gk 04 1 An J; 6
Nsrfi9V3nr Br;" fbag.&MaSWSUMbiy demijohn We of&60pd am. add No" W103 toOM 0 St soodhad
bring &I"im d23.00 Arr%. 46er9Parw. on use ftence of39,27 fias in &POW muse ftomb stsimedollood
Bodloard; saw eased on "Wow" Sawle I9.33135P BuLmIcam; Ame and Seed; diktafay, 1773A hate Aw powar
BEGINKINC).
ALSO TOOVIVER WITH
A parlim affral D of aid LAND UQ 4 OOLF COLINS MAT soodirpardom allsold FORT LAUMLDALS MCK FARM
5111111111VISION afft"m 4, Tworudip 0 Salk gap 4110, described a UmK
Beshoft m do rommewdilrovemerly crommor colublTrat Dj &.an Wardw 1#011FIF 9.6 LWi Are Woo loresdirry demid 7.0 D ad
ads be rigg"t-low Vors, affair coutdo, cad digo"tArmy" merged be DMW Amommis soch: 6% hv in. step powle
Rareards mrsbaturd Commary, FkddN 40M Aar *two nmdmmnV allaS told doj4f-wq Am ud 9" Vis one are Vegas curve,
uld wave bring remove to Wooddard leaving a mAm d 106M he% a gains dM7Vr, a ow dkWm d 14134 Ad to a pabd
domem arvaurm Amem, wrommemly sit% aid rWd4W%n ad slag to as are Impagunw, uM cases being mama to
do Nowdreed leaving a radio or ipm reve, a dems arA111711, a m d6lain st2a95 FA derowas reopen to sold aw" Narde
2890'W VeK 425.72 fed to a polo m Area an arm momeampat car" (adlell tire Am odd poold base Wad 1141W W4d); dam
smordommady alsom Ass an afraid gum " commamer to dre Nw&ww lessilas a redlifis of 396M hom; a dean d Irl"r. a m
0000 Woo fut79mhdtoa
A" Unww R.I. dead am 4m4pater Va.. 216-to 6-4 Vememor, rowderalwIr
Amr,admigmall'41-0011111'
hompults madwrome soak
1.
bring
odd mods sadmures hadus areas 01`110.00 hK addled
141011410011he nW*
"a
aald rob AAAo ser _-%:d 1,
said I
�isrrrarba res W lands '. dnm
do.
a =
mega U%OWN&
*few
144A
0i based feemads impel mark aid am being eastern bodmilhoslafts m*m ofMA fiwLsdftaf7rW0A`.w
=dWAmaf223J0fn%6ma @ {sold vim $wAW4WW ftd 137.18
mMV. Aid Slaut: &on SmI69311"rWaK deals aid rJoseogeorg Arab =37 fismidowas
TNSTR # 112470779, OR BK 51017 PG 805, Page 87 of 95
J �p� s& B d B Inca MSTSONINOTHOMT
AROATE, FLDRI"244 3
PHONE EMAIL: ADMINGD308URM.COM
www.l "Urvdy=M
LEGAL DESCRIPTION
ALSO TOGETHER WITH
A perdue of eeld Tmel D desedhed as foltovw
BF.00O4B40 at t6nnal melMry.ad wvaaly ansaaf otid 7e.st D; Desee 9ealh 6170100" East, 304.)1 fsa; bane South
70'0000• Ww%V5.30 k& times suetllwaavdy alas We am aft UaW cum Inks eaava to gluNorawce; bales. ee" or
370.00 feet, ■ dale of 11'SYA', an om dpWa K6U7 feel b • pbe ea Ow eyktofr+yordett eetYiecse.l dpka(•way a
areardedkOIEtW Ilaadr Book 6430,1'ye06t ofthe?Aft Reeoeds ofBmwwd Cnq FWnb*, sewn Nn%29% 01 Fan,
slat sold iiiiormline,M49feeltomePOWOFBEODWO.
ALSO TOGETHER WITH
Tara E and F ofseid LAM SK 4 GOLF COURSEPI.AT.
AND
Toms q H. 1. J, & 1, K N. 0. Y. and Q, LAND SEC. 4 GOLF COURSE nAT,..wAo$ to Owe PW ficroufas reco,dod in pig
Beek 1% Fge20ardw hblts Ramo4 of Bmwwd Cas.y, Fiodda
AM
Fusel •A•, WOO[MLONCRECREATION COMPLEX, seeordapb 1kpW duv@4 ammrded In PW Rod 91. Pop 49, ar0e
Public Records of BmwadCeeay, Fkrks.
Said hags lyi&pandbaling u16aCiy sfbmvae, Bsawatd Cony,flaidr,danaakbp31500ana,wweal ss.
LESS THE FOLLOWU40 POD •A•:
A gnat of land bebq apotdae KTrust'O'aad Tasn•C'. LAM SBC, 4 OOLF COURSBPLAT, oa vowdul iuMBook 91, Pg.
10,d a pedtea e(a earW, uneadd In OfOdel Records Beak 60k Pap 611, rtl &rthe Pddk lteadsaf &wudCaay,
fletWa,Wing was, patkaladydaaiad a folloac
a Oe Norl6atrifae afNW OTs l
TheaeR sootkaabap..id NadkgyOsy SeuM /9'71i6• waet,aletrem s(30135 Ase1 bskapeba efauva&e ehebudv
save. eowsa biallodbwnt Iwvk94 eadla of 1393,W fete ad s caad 64 k6f01YT41 ;
76suea. Sea4wyslay dw wKaW eav0. dsafd btotrialy Ym &fNW 93sd Areeug a aslstma o(q.13 BaC
'Ibeaes,Not03f40'W' Waet, adLkee& etL7,�3 04t b dwpelbt sf osvWa eta sirealy savA eeewn b 6a6n,Nvteg s
rolns of S33.90 bd d a nand sailt"I' 7r 14n
T1laa,Nerdrly slag b we dadd eave,ve am ileum of 6XIC he;,
ThommWseb 43P4391' Wen, 0dlaaa of 146.13 feet Is&plot a aw seava Is Msl 0n as do drauw,ees R ,le vleS a radio
of 150.00lied dad
a] sgkef331e41117%
Tkam,Nabedyd8aeaydaj 0e as alum sues.,ameA ece alimm fees
TMear, Ba649sIMPBaa, • diaam srt31.736er,
Tbaea_Nab 44146W Eu%a!skaa of I6,07 pet m apetet a thaw Nae4eWvamve.m_gave b6eSeoul. bovmpa dive of
paid efeamsturoda rksutrsaw. eaeum bib. Eu%twdq a
7as&e&, Saa17&'49W'lbal. a4laaaa vIA1.I4bra b 9w POII4r09 BB(i0A�4Q
We ho is yky we bdrq Itch Cly efTaavae. Browsed Counq, FbrrHs, daanddy 413.3/0 wpm fad (9,47 wa)eama
kw
I.= THE FOLLOWIXO FOD•B't
Apasdanef ba•Kr,LAND WC. 4GOLF COMB PLAT,awe" inPlaBook01,little 30,ofdrshblickawd.or
Bmrad Cessy, Pi&eb1A bak0 rb pasdalrly detamod a fiNewF
COOBOINC0i0allbSavi seaew.W0006ldtiTRAM63,==iISW69pla0aegassavtdsdbdgkrtHsak9l.Pge
S0,ofdwf* aRaOadedlibu dOtay,FkdN,seldp"dabeigspoldaAeWosgdyBaeetNWWshAve"a
de&aAad 4omdil Frsa6 Beek 6470. Pep 0F9, afdYP.bW 6&moiarlbaetd Oeaep: Floft
Tbana, Sa611'10'9TNaat, skW d wawly Begs ellraaofl3A79wb lbsF0B4t� BIB
TYas@@WSmBa611e4S00'W.a,dda,aeig�aidWeredyltsgam at23).09iabspektadoeoefadwimcaw,
tvt&aabilrviysmimstg0.39kddaeaYdae0kaf71.39V3•;stadWRaatls.letsseblp&k1Nor6
:1-4w9r Wan
111mm WwMsydwS the as oruWcwv , a.W dleam etU113 be;
T1sawkWodb0p!3 W1Fen,addaa&af90.13liedb11epoloof I ofsekeslaeava,mavele die Soetklervtya
eala et199D10r d a seas! Lyle at fr3lVS ;
Tiaca, WaeYy abry M a deaid eY1R a melts of 34.H OwtblM peieta[Yyary;
INSTR # 112470779, OR 13K 51017 PG 806, Page 88 of 96
t 8Tk0 NW OTN C4UR7
{1T,%1I{ ���j1�►�pT !1tJt�� MAROATE, DMOA33063
6�p ghict PHONE4546157144
EMAIL: ADM1NGOJOSURVEY.COM
LEGAL DESCRIPTION
71au, Seu672.36'S1• Wtuk a dlmaoee o123..61 fed to the pod of evtwlun s[eeieevlarmutve, eoaonve to the North, Mvia2 ■ e&w
of )O1100 fed and a onotd agaotl9.3619•;
Thence, Weaaly doog 6m ue of said coals•, m arcdalom of 11219 feet l 11u pot of aryacy;
TMmce, Nodb 97•M'10r Wait, a datana of 19.71 fat to t>u plot deaveMr e[aehwipawve,eomearc to tie Not bmi bsviag a
&u a,tW)dAwefailuy edlwa mj aWds arcGalolf• eodfd 6t3o•Mng61a•i
arc dbuw at236793 list;
dPow- it. m ofaeb araare,voamve to tic SM6.m Mviogatedbad
161A2 fiat and a MWA ugla al i3•S4'16 ; a eedial lbu Men ft. nddpat Soufe 4T'317r Wed;
Tbemu,Nottboratallydwg 6e ve gold sme, w uedWMa of44.11 boo;
'flommMerfi Ir457r Bmet, a dimueon d99.S3 fiat;
7beaANar67077Yr peaka dima of 11.41 little 1M pW demvabusof m e6cufacme, ca¢wea the Sooty, MNng a to&m of
175.46 and a aaeo9 all. af20.51T6.1
Thare,Rolatly along A. m afield ew,., aam dMenre d6436 kit
ihma,So6ti /7.277r But, a division d331,06 fort a the pu mt of etaaehue oh ckaly curve, townie a Ox Soatb, bavly o m&w
DMAS keg out a mad sore d44.1S10•t
7ba ce,3wtMptmdysteal6earcdaidtuna,uueguaref2M93feattospolatw0s@coteekculvam,maeaveafee
Nosybaviug ime"d40A0feetced a nod alle d61.19'4P;andil Violate fmaeidpdotNab$1'00T6•Bad;
71rau, 6ader1ya1o000K @e efuWwtva. saga dime atsL11 het
71am, Estate 69.0 WBut,a domain d1.71 kd to a pills so fie add Wed line mfNW Bill Avaac tad the PLBNt OF
BEGINNI 10.
Ssid leech lying ad belg Lathe Ciityotrsmteu, BmwvdCauty, 9laida, mad aanali g 130.110 manint fad(3,40 ism)in= of au.
LESS TM FOLI.DWOM POD C
AFsnd aflmud lying to $-Am4,Towukp49 Sway Rup 41 Ewk Idog apt6m of7aet •IV, LAND SEC 41303E COURSE
91AT, u tow,eded to FW Boob tt. Page 20, of 6e9vNlltimmis of Bmw@d Comy. pfatW being men paedme" dum'hed u
Miles:
BEOWNWO at Ile Sca6mal comm of W000MONTTRAC[ 67, a mxdad in Flat Book 9t. Fags 50,efda Mil Bands of
Bmwwd County. Volatile, mill plan being as eM Womanly BOO oM 106 Avm" .
Timor, Sov* 21.11nr Woe, dug oWW thm adidsnmdriA7 Pad;
7bmel, Nord• W00'00' Wa%a dbtemes orL?l hoton a polls anhem are eaaas ceern,oamve to&aNm4bevlg a MAN of
411.11111 tat mad a eeeaal agis ofIVI V41 ; a legal The heat it=ukpolm Motile WI 'OP Wed;
Tbmw, WeeadyAMda us of dd aae,a we diatoms dSi fl fiat to spout as 6, to ds ekadsm Wore,. cotaava to tMSwat,
Mil a mills; d29A Ad ad aaaoal will d4 -1540 ; ■ rWW go bad t1a ddpiv &"a 46M1'l I• Wit;
Tbmaa weouty doing tM umdaidums, am agma of n M fed a 6epoils dterysuy;
Themes, Nw6ITIMIr works d1leeed33126 out as pdm a de ao d sekalvaavo.mimm a 6a SmlkMvbs ■ emdlo d
11s.16 M ad s instal arya af1M51Y6 ;.nlat We Ban /am mddpaW Balk ae26'4P wait;
name, w��dyafmlluuededd awaa ued'rwem d6436 knit 6epaW d0eogemy;
Tbeam.IM& 7011SW Wank a Name d11.44 fmt
Tbmy /oa610 M11 Wag a dbw m ef".53 into apoint a 6a we era dadorraw,mammvo, a 6e Nosy kn* a Pow or
3M.00 fiat ad a taesaal angleatlrl4'OS"i stm,W,llaeben fait sold poloNeM 10.177r But
Thera, We/m*okggdm us dull swan, are dame• d1SA9 bt
7Yooa, Sa6117141• WwksdWemat I11A1 tail, avidly, a a paid ntetuvanue ails dmdv osve, onnnwm 6allotyitavlg
a dlu d410A0fot ed a eaidwotdt7•IV47
7bson,IVami.mntdyslal tM as deW save, a am dWrad331.S7fed atMpdu dmgmey;
MMOkNo624*WU* Wak a dada d276.02 fed a or" OR 6e m dadda atre,maaraa 6e114 Meiy a tadiu at
am
eeMua a 60 End,
of • eiadsr av'oi. eaeuv a ad 14a6, MMoy • tadiw
Tbatee,Sm6130403•Walk aOman of110A he%toddy,todepolo dmvmpuaOra stronger aays.common agoNd6.Mraf
am4rd2S5.006d ad a asbduglm of 33•Ipll ,
7bWAM.20sdydM*emdsoilamrva,aill ideaof14531fir606uPaid ICONN t;
7bmaal4a67r2lYP Balks diswa 01`77A3 fed le fiapoll dculahw daaiaaraaw, aaesa one Sod, Mlg•tsiad
223A0 id ad aeaad MAUdMl'0641.1
71aa.:ubmydust hetinataYwn,auodabemofU33MttoInpolodmgmry;
71ame,t6a61TA?W emd,aidamdL11 Ink
7b00%wwoft-m1• Batik: darmmOra" 04
21aea,Sa617'277!'lsa,itmvamdgltl fir w d 90WTOP 1H6B49@IO.
Smut toate bdng adbdeg M Sae lkydTsmua, BmaaN Cady,Fadk Ed madnh690$160" mkmt(6ASaene) lam metal
LM 11m FOLLOWING 900 O,
TNSTR # 112470779, OR BK 51017 PG 807, Page 89 of 96
M
D;j, Sur �jnn OTSO NW OTH COURT
E app■n�%Llgc■E ®' 1 VEI
www.doourvev.com
LEGAL DESCRIPTION �+••k BB a>r BT
ADucd ofIaadlYtesln 5eeBae 4,7awa►ip i9 Souiiv lisesefl lied,lulrtp s pard-of red'K'.LANDSEC.iOOLF COURSE
PLAT, u teaaddr?Int000ktt, Pir 20. of the PubBeAeceeds of Bmwad Canty, Florida, heiosmoeeputicoiuydeeen7,ed u
WOW.
COhE.ffiNCH at HeSwmwed cmuwof mid Trot W. a■ldpolot da biYs opaiet calm Narducy ire dNW 75W Soon u dwcdbed
Y OTsid Record; Book 60 1% pap on afDepamic Remtde dHmwW Casatyprsida;
Thaee, NonalrinsY Sat, aas, add Natthedy Em,s die mn of lll,u fed to He POINT OF BFA07NN10;
TAaa4Nat601.60]I'-Baa4 a dlgaon db611 ratio the potatdf mvnam ora eirnlaemvs,mseave to the wa4lavte6 a MiW J
10.00 Hd And a Noel seals dU70%;
7bows, NmOay alas{ Om at ofadd rWaara so chow 4036 feet to thepdet afrevau araarre art olmlaatwe, ammove to
theH■n,hadgacalla of4smSol andsaw "as, ofsea Si
These*, North* almsieora: ofald auvg a aa6aauee OFK.56 fen to the point lama am mom of a cbmlacvrre, aoaeeveto
the W414 WAS eeadloe 6113LOD Rd ad a emhd Bile of4l7N2-
;
Taoa., New" slay me as dadd aav*,aa we drama erwo fat a uw pow artaspeeey;
T1wea,Nad601'p0'SI• EaLa dWam J667,p1 Het;
Thace,Nw(k4Y W4WW,sdlawAJ/IUI reaadopoll ofeorv■aae Jacbwlareuve,amcavea6a5aahan, h■viya
ndia of 160AD is and a eeWal sikdl I1•IT'SO`,
T►ua,Nwtharty Huady flag tMfluid ora,u■a 6wma a[fIOdI fialbOa poW trainees,,
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INSTR V 112470779, OR BK 51017 PG ne, Page g0 of 96
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INSTR 0 112470779, OR BK 51017 PG 609, Page 91 of 96
6760 NW BTH COURT 3
PHONE:85MR244uwo- p : AgapreMROTE. FLORIDA 5
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EMAIL; ADMINCOJI( IRM.COM
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LEGAL DESCRIPTION
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INSTR 0 112470779, OR BK 51017 PG 810, Page 92 of 96
EXHIBIT "D"
TO
CONSOLIDATED, AMENDED AND RESTATED COVENANT
INSTR * 112470779, OR SK 51017 PG 811, Page 93 of 96
Temp. Reso. No. 12518
June 30, 2014
Page 1 of 3
City of Tamarac, Floridan
Resolution No. R-2014 - �(J
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
TAMARAC, FLORIDA, APPROVING THE CONSOLIDATED, AMENDED
AND RESTATED COVENANT FOR A PERIOD OF FIFTY (50) YEARS
FOR THE WOODMONT COUNTRY CLUB, ATTACHED HERETO AS
EXHIBIT °F-1", AND INCORPORATED HEREIN BY REFERENCE;
AUTHORIZING THE JOINDER AND CONSENT OF SAME AND
DIRECTING THE CITY MANAGER, OR HIS DESIGNEE, TO TAKE ANY
AND ALL ACTION NECESSARY TO EFFECTUATE THE INTENT OF
THIS RESOLUTION; PROVIDING FOR CONFLICTS; PROVIDING FOR
SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, on June 25, 2014, the City Commission of the City of Tamarac
adopted a Land Use Plan Amendment ("LUPA") for the Woodmont Country Club; and
WHEREAS, In conjunction with the LUPA, the City Commission also considered
' and approved a Development Agreement pursuant to the Florida Local Government
Development Act, Sections 163.3220 through 163.3243 , F.S.; and
WHEREAS, the Development Agreement Included the Consolidated, Amended
' and Restated Covenant (the "Covenant', attached hereto as Exhibit "F-1" and
i Incorporated herein by reference, as an exhibit thereof); and
WHEREAS, the City's professional staff has reviewed the Covenant, and
recommends the approval and execution of the same; and
WHEREAS, the City Commission finds that executing and recording the
Covenant, serves a municipal and public purpose and is in the best interests of the
citizens and residents of the City.
NOW, THEREFORE, be It resolved by the City Commission of the City of
Tamarac, Florida:
1USTR # 112470779, OR HK 51017 PG 012, Page 94 of 96
Temp. Reso. No.12518
June 30, 2014
Page 2 of 3
Section 1. The foregoing "WHEREAS" clauses are hereby ratified and
confirmed as being true and correct and are hereby made a specific part of this
Resolution.
Section 2 The City Commission hereby approves the Consolidated, Amended
and Restated Covenant, and joins in and consents to the terms of said Covenant which
is attached hereto as Exhibit "F-1" and incorporated herein.
Section 3. The City Commission hereby further authorizes and directs the City
Manager, or his designee, to take any and all action necessary to effectuate the intent
of this resolution, including the recording of the Covenant in the public records of
Broward County.
Section 4. All resolutions or parts of resolutions In conflict herewith are hereby
repealed to the extent of such conflict.
,
Section 5. If any clause, section, other part or application of this Resolution is
held by any court of competent jurisdiction to be unconstitutional or invalid, in part or
application, it shall not affect the validity of the remaining portions or applications of this
Resolution.
Section 6. This Resolution shall become effective immediately upon Its passage
and adoption.
THE REST OF THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK.
INNSTR * 112470779, OR BK 51017 PG 813, Page 95 of 96
F
k
Temp. Reso. No.12518
June 30, 2014
Page 3 of 3
PASSED AND ADOPTED BY THE CITY COMMISSION OF THE CITY OF TAMARAC,
FLORIDA THIS � DAY OF , 2014.
ATTEST:
PATRICIATEUFEL, C
CITY CLERK
I HEREBY CERTIFY THAT I HAVE
APPROVED THIS RESOLUTION
AS TO FORM:
U=M�
SAMUEL S. GOREN,
CITY ATTORNEY
CITY OF TAMARAC, FLORIDA
I &J,04X
HARRY 6nvskut,MAYOR
RECORD OF COMMISSION VOTE:
MAYOR DRESSLER
DIST 1: COMM. BUSHNELL
DIST 2: V/M GOMEZ
DIST 3: COMM. GLASSER
DIST 4: COMM. PLACKO
INSTR # 112470779, OR BK 51017 PG 614, Page 96 of 96
CONSOLIDATED, AMENDED AND MUTED AMMME f COVENANT
I
EXHIBIT "G"
IMPROVEMENT STANDARDS
WOODMONT COUNTRY CLUB
PINES COURSE RENOVATION PROJECT SCOPE OF SERVICES
GENERAL SPECIFICATION OF PROJECT
A. Greens - Convert to Champion Bermuda Putting Surfaces
1. Strip top 4" of old material / haul / pile or spread (install drainage)
2. Install 4" of greens mix 80/20 / haul / spread
3. Rototill and blend with existing soil
4. Redesign and reshape for proper surface drainage and quality playing surfaces
5. Fumigate (10 day period - Basimid)
6. Finish grade
7. Apply pre -plant fertilizer
8. Plant Champion Bermuda
9. Grow In (Allow 90 Days)
B. Tees, Fairways and Rough — Reestablish Bermuda Turf
1. Mow to actual height -of -cut for specified surface
2. Clean up excess materials from mowing / haul - bury
3. Spray out existing grasses/weeds
4. Fertilize as required
5. Prune trees
6. Repair lake banks
7. Repair cart paths
8. Repair drainage, where needed
9. Repair Bulkheads, where needed
C. Bunkers and New Waste Bunkers
1. Spray all with non -selective Herbicide
2. Excavate un-useable material / haul / spread
3. Edge to final shape and contour
4. Repair drainage, where needed
5. Construct bunker around *2 green
6. Keep vegetation from growing inside of bunker / install new sand
D. Irrigation to New 9 Holes - Needed parts as follows:
• 280 Heads (Eagle 950-xx-80 Part Circle)
• 2 Par+ ES 16 Station 2 Wire Controllers
• 3 Par+ ES 32 Station 2 Wire Controllers
• 6 OSM - 8 Station Output Card Controllers
• 5 Intermatic Surge Arrestors Controllers
• 280 Swing Joints (280 Rain Bird 12 x 1 1/2")
• 800' - 8" PVC Pipe - Class 200 O-Ring
• 1,500' - 6" PVC Pipe - Class 200 O-Ring
• 3,660' - 4" PVC Pipe - Class 200 O-Ring
• 1,800' - 2 1/2" PVC Pipe - Class 200 O-Ring
• Ductile Iron Fittings
• 224,000' Signal Wire
• 84,000' Comm Wire
Greenway Golf Exhibit B - 1
Greenway Calculation Specifications for Pines Course Renovation
These specifications exclude repair of cart paths on the Cypress Course and repair and replacement (of
asphalt) of the cart paths on the Pines Course.
item of work Unit
_ Qty.
Note
Site Prep
Performed by Greenway Course
Architect
Roundup application to Greens, tees and fairways
LS
1
Green Staking and Layout
LS
1
Import Greens Mix and Place
QY
Soo
Fine shaping & Float Off
Greens
SF
37700
, Professional redesign/reshaping
Fumigation with Basimid
SF
37700
Greens Supplemental drainage
4" Perf Pipe & Rack
LF
1000
Installation of smiley drains
4" solid dual wall
LF
1000
Irrigation Materials
LS
1
Cart path
LF
12690
Asphalt not in Contract to repair
Coquina
QY
700
1,000 ft @7 feet wide 2" depth
Bunkers
Edge and Clean out
SF
34400
4" perf bunker drain w/blowout
LF
5000
Bunkersand
QY
540
Amendments
Green and tee surfaces (Dolimite)
SF
37700
Pre- Plant Fertilizer
Green surfaces
SF
37700
Tee surfaces
SF
42200
Fairways
AC
16.5
Primary rough
AC
40
Grassing Sod Allowance
SF
20000
Green surfaces (Sprig Champions Ultra Dwarf Bermuda)
SF
37700
@ 750 Bu/ac
Tee surfaces (hand sprig)
SF
42200
Selective herbicide application to Roughs
LS
i
Fairways (Over -plant w/Hybrid Bermuda)
AC
16.5
Incl. machine and sod
Grow -in fertilizer
LS
1
Heavier rates for fast grow -in
Greenway Golf Exhibit B - 2
Woodmont Country Club
Legend measurements as
calculated by Greenway
course architect
Hole
#
Existing
#
Green
sf
4" sand
(cy)
Bunkers
sf
5"sand
(cy)
Sees
sf
Fairway
sf
Fairway
ac
Cart path
If
1
2
3850
47
3350
52
3300
61250
1.4
1290
2
3
3100
38
5000
77
4500
95000
2.2
1650
3 1
4
3650
45
2800
43
1
3100
n/a par 3
710
4
5
3100
38
1
3400
52
3700
54000
1.2
1130
5
8
3800
46
4250
66
6000
62000
1.4
1470
6a
13
4500
55
1550
24
5100
84000
1.9
1700
6b
12
3500
43
5400
83
4500
60000
1.4
1470
7
15
4800
59
1600
25
3200
44000
1.0
1100
8
17
4000
49
3300
51
3800
n/a par3
720
9
18
3400
42
3750
58
5000
55000
1.3
1
1 1450
Total
37700
461
34400
531
42200
515250
11.8
12690
Greenway Golf Exhibit B - 3
MAINTENANCE STANDARDS
MAINTENANCE PERFROMANCE STANDARDS
Greenway's accountability comes from being able to deliver the agreed upon standards. To
ensure these are being achieved, Greenway is in constant communication with the Club through
onsite meetings, reports, email and phone calls. Semi-annual written evaluations are also
conducted with Greenway and the Club's appointed representative to review and rate all aspects
of the managed areas. Greenway is committed to ensuring your satisfaction in the services
provided, as such the Owner/Club is provided an option to opt out of the agreement if Greenway
fails to perform any of the terms, conditions or covenants as agreed.
Club Goals
• To incrementally improve playing surfaces and sustain an excellent standard.
• Promote climatically suitable grasses to produce consistent playing surfaces that are
economical to maintain with minimal impact to the environment and resources.
• Renovate and reopen Pines 9-hole golf course and maintain at the desired standards.
• Provide leadership for ownership to make continued improvements to the property.
• Recognize and highlight any infrastructure deficiencies and make recommendations to
ownership if capital improvements are warranted.
• Implement Greenway programs and procedures to maintenance department to improve time
management, work quality and teamwork.
• Maintain golf course to meet public resort and member expectations.
• Ensure cohesion and unity between ownership needs and our expertise.
1.0 GENERAL REQUIREMENTS: These specifications establish the standard for the
buildings and grounds maintenance for the Woodmont Country Club ("WCC") Golf Facility
("Facility").
Greenway Golf Associates, Inc., ("GGA') shall furnish all labor, materials, services and special
skills required to perform the landscape and other maintenance as set forth in these specifications
while observing acceptable standards as established by comparable priced regional public
Facilities.
NOTE: Any and all references to the role or duties of the authorized WCC representative do not
relieve GGA of any obligation to maintain the golf courses in conformance to the specifications
outlined.
1.1 SAFETY: GGA agrees to perform all work outlined in this specification in
such a manner as to meet all accepted standards for safe practices during the maintenance and
operation and to safely maintain equipment, machines, and materials or other hazards
consequential or related to the work; and agrees additionally to accept the sole responsibility for
complying with all local, County, State or other legal requirements including, but not limited to,
full compliance with the terms of the applicable O.S.H.A., and Florida Department of
Agriculture and Consumer Services Safety Orders at all times so as to protect all persons,
including GGA's employees, vendors, members of the public or others from foreseeable injury,
or damage to their property.
It shall be GGA's responsibility to inspect, and identify, any condition(s) that render any portion
of the area under maintenance unsafe as well as unsafe practices occurring thereon. The WCC
shall be notified immediately of any unsafe condition that requires major correction. GGA shall
be responsible for making corrections including but not limited to filling holes in turf areas and
replacing valve box covers so as to protect members of the public or others from injury. GGA
shall cooperate fully with the WCC in the investigation of any accidental injury or death
occurring on the WCC's golf property.
1.2 PROTECTION OF PROPERTY DURING INCLEMENT WEATHER. All
course drainage facilities shall be kept free of debris at all times to ensure proper drainage.
During inclement weather, regular inspections shall be performed of all waterways and drainage
facilities with reasonable erosion repairs made immediately. All flooded areas of the courses
shall be pumped out as needed to ensure that they remain safe and playable.
1.3 PESTICIDES: General: All materials used shall be in strict accordance with and
applied within the standards set forth in the EPA regulations, Florida Statutes and other
applicable laws. Storage of all materials shall be in strict accordance with all applicable WCC,
County, State and Federal guidelines with proper and accurate inventories maintained at all
times.
Note: GGA is responsible for obtaining all required permits and maintaining the required usage
documentation.
Application of Pesticides:
1.3.1 TH NG: Pesticides shall be applied at times which limit the possibility of
contamination from climate and other factors. Early morning application shall be sued when
possible to avoid contamination from drift. The applicator shall monitor forecast weather
conditions to avoid making application prior to inclement weather to eliminate potential runoff
of treated areas. Irrigation water applied after treatment shall be reduced to eliminate runoff.
When water is required to increase pesticide efficiency, it shall be applied only in quantities of
which each area is capable of receiving without excessive runoff.
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1.3.2 HANDLING OF PESTICIDES: Care shall be taken in transferring and mixing
pesticides to prevent contaminating areas outside the target area. Application methods shall be
used which ensure that materials are confined to the target area. Spray tanks containing leftover
materials shall not be drained on the site to prevent contamination. Disposal of pesticides and
tank rinsing materials shall be within the guidelines established in Florida Statutes or EPA
regulations or applicable law, whichever is more stringent.
1.3.3 EQUIPMENT AND METHODS: Spray equipment shall be in good operating
condition, quality, and design to efficiently apply material to the target area. Drift will be
minimized by avoiding high pressure applications and using water soluble drift agents.
1.3.4 SELECTION OF MATERIALS: Pesticides shall be selected from those materials
which characteristically have the lowest residual persistence. Use of emulsifiable concentrates
shall be used when possible to limit windblown particles. The use of adjuvants will be utilized to
increase pesticide efficiency thereby reducing the total amount of technical material required to
gain control. The definition of an adjuvant in agriculture is any product that will improve the
performance of a pesticide or herbicide. This does exclude water according to the Pesticide
Safety Directorate.
1.4 SOUND CONTROL REQUIREMENTS: GGA shall comply with all local sound
control and noise level rules, regulations, and ordinances, which apply to any work performed
pursuant to the Agreement. Each internal combustion engine used for any purpose on the job or
related to the job shall be equipped with a muffler of a type recommended by the manufacturer
of such equipment. No internal combustion engine used shall be operated on the project without
said muffler. GGA shall be responsible for compliance to noise level rules by a subcontractor
performing work.
1.5 CONSTRUCTION EQUIPMENT: GGA shall take all necessary precautions for
safe operation of equipment and the protection of the public from injury and damage from such
equipment. GGA shall be responsible for complying with all WCC, County, State and Federal
guidelines concerning any construction related activity through the property covered within this
agreement.
1.6 INQUIRIES AND COMPLAINTS: GGA shall have designated responsible
management personnel, employed by GGA, to take the necessary action regarding all inquiries
and complaints that may be received from or through the WCC and/or private citizens during
normal work hours.
Whenever immediate action is required to prevent impending injury, death or property damage to
the facilities being maintained, The WCC may, after a reasonable attempt to notify GGA, cause
such action to be taken by the WCC work force and shall charge the full cost thereof to GGA.
All complaints shall be abated to the reasonable satisfaction of the WCC. If any complaint is not
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abated within three (3) working days, the WCC shall be notified immediately for the reason for
not abating the complaint followed by a written report to the WCC Administrator, or other WCC
designee, within five (5) calendar days.
1.7 MAINTENANCE EMPLOYEES: All maintenance employees shall wear
uniforms bearing GGA's logo for easy identification while working on the property. In addition
to the stated identification requirements, maintenance workers shall be required to wear hard
hats, steel toe shoes, face masks and ear protection when appropriate.
2.0 SPECIFIC REQUIREMENTS:
2.1 MAINTENANCE RECORDS: GGA shall maintain and keep a report form that
records all On -Going, Seasonal, and Additional Work and maintenance functions performed by
GGA's personnel. Said report shall be available for review at the request of the Golf Course
Operations Manager. The superintendent will provide an annual maintenance schedule
(including aerification, seeding, fertilization, top dressing and other project schedules) to the
Golf Course Operations Manager and Pro Shop staff. This plan may be used as a
communication tool to keep staff and guests informed of the scheduling of various maintenance
practices.
2.2 TREES: All tree trimming up to 10 feet shall be performed on a schedule
reviewed by the Golf Course Operations Manager and in accordance with the pruning
specifications.
2.2.1 GGA shall develop a pruning program, which will promote proper tree
scaffolding, strength, safety and appearance consistent with its intended use. Any tree or group
of trees in need of trimming due to safety reasons shall be trimmed in a timely manner at GGA's
expense up to 10 feet.
2.2.2 Trees located adjacent to vehicular and/or pedestrian traffic ways shall be
maintained so as to not obstruct vehicle and/or pedestrian visibility and clearance.
2.2.3 Fertilization shall be scheduled as often as required to keep trees in a healthy and
desirable condition as outlined in the pruning specifications. Avoid applying fertilizer to root
ball or base of a main stem, rather, spread evenly in area of a drip zone. Use a well-balanced
commercial fertilizer.
2.2.4 Tree stakes, ties, and guys shall be checked and corrected as needed. Ties will be
adjusted to prevent girdling. Remove unneeded stakes, ties, and guys as required. Re -stake
trees, as required, using lodge pole stakes.
2.2.5 Prune trees along sidewalks to allow eight (8) foot clearance for pedestrians.
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2.2.6 Ailing or stunted trees which, fail to meet expected growth will be reviewed with
the Golf Course Operation Manager.
2.2.7 Surface roots which become maintenance or appearance problems will be
removed as determined by GGA to prevent damage to adjacent areas.
2.2.8 If a tree is in need of removal to provide air circulation for the turf grass or other
valid purpose intended to improve playing conditions, then such removal shall first be subject to
review with the Golf Course Operations Manager.
2.2.9 All palm trees are to be monitored and recommended to Golf Course Operations
Manager for trimming by WCC of dead fronds and/or seed pods with consideration given to
certain palm trees throughout the property that are to be maintained with skirts.
2.3 SHRUBS
2.3.1 Prune shrubs to retain as much of the natural informal appearance as possible on a
timely basis.
2.3.2 Shrubs used as formal hedges or screens shall be pruned as required to present a
neat, uniform appearance.
2.3.3 Remove any spent blossoms or dead flower stocks as required to present a clean,
neat appearance.
2.3.4 Plants growing over curbing and/or sidewalks shall be trimmed on a natural taper
rather than vertical so as not to appear to be hedged.
2.3.5 Schedule the application of a commercial fertilizer as often as required to promote
optimum growth and healthy appearance to all shrubs.
2.3.6 Any plant requiring removal shall be considered for replacement by GGA and the
Golf Course Operations Manager and if deemed necessary shall be at WCC expense.
2.4 VINES
2.4.1 Vines and espalier plants shall be checked and retied as required. Secure vines
with appropriate ties to promote directional growth on supports.
2.4.2 Do not use nails to secure vines on masonry walls.
2.4.3 Schedule fertilization of all vines with a commercial fertilizer as often as required,
but no less than twice per year, to promote healthy appearance.
2.4.4 Pruning of vines will be in accordance with proper horticultural practices and in
keeping with the purpose for which the particular vine was planted.
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2.4.5 Any vine requiring removal shall be replaced as approved by WCC at their
expense.
2.5 GROUND COVER
2.5.1 Apply all chemical control (i.e. pesticides) as required to control or prevent pest
infestations to protect ornamental plantings.
2.5.2 Trim ground cover adjacent to walks, walls and/or fences as required for general
containment to present a neat, clean appearance.
2.5.3 Cultivate and/or spray herbicide to remove broad -leafed and grass weeds as
required. Shrub beds shall be maintained in a weed free condition.
2.5.4 Keep ground cover trimmed back from all controller units, valve boxes, quick
couplers, or other appurtenances or fixtures. Do not allow ground covers to grow up trees, into
shrubs, or on structures or walls. Keep trimmed back approximately four (4) inches from
structures or walls.
2.5.5 Schedule fertilization of all ground cover areas with a commercial fertilize as
often as required, but no less than twice per year, to promote healthy appearance.
2.6 PEST CONTROL ON PLANT MATERIALS
2.6.1 GGA shall provide complete and continuous control and/or eradication of all
plant pests or disease.
2.6.2 GGA shall supply the proper chemical designated for the pest to be controlled and
all applications made by licensed applicators.
2.6.3 GGA shall obtain all necessary regulatory permits and assume responsibility and
liability for use of all chemical controls.
2.7 IRRIGATION SYSTEM
2.7.1 Efficient User of Water
2.7.1.1 The watering schedule will be established and programmed by GGA.
Application rates will be based on the amount of water the areas require to properly irrigate any
plant material while eliminating excessive runoff.
Outside of ordinary routine repairs, any modifications, system enhancements,
maintenance agreements with sub -contractors or other adjustments to the irrigation system, or
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any of their respective field components, must be submitted in advance for approval by the Golf
Course Operations Manager.
WCC shall pay at its expense for all capital expenditures relating to the irrigation system
parts and materials, with GGA being responsible for all normal, routine day-to-day maintenance
and repair up the agreed annual repair and maintenance not to exceed caps.
2.7.1.2 Considerations must be given to soil texture, structure, porosity, water
holding capacity, drainage, compaction, precipitation rate, run off, infiltration rate, percolation
rate, evapotranspiration, seasonal temperatures, prevailing wind condition, time of day or night,
type of grass plant and root structure. This may include syringing during the day and watering
during periods of windy weather.
2.7.1.3 In areas where wind creates problems of spraying onto private property on
road right of ways, the controllers shall be set to operate during the period of lowest wind
velocity which would normally occur at night.
2.7.1.4 GGA shall be responsible for daily monitoring all systems within premises
and correcting for: coverage, adjustment and clogging of lines and sprinkler heads. All sprinkler
heads are to be monitored for proper rotation speed, leakage, excessive nozzle wear, proper spray
pattern, and arc adjustment and all other operational functions. If defects are found, they are to
be corrected immediately utilizing manufacturer's or other acceptable industry comparable
approved repair parts.
2.7.1.5 All controllers shall be inspected on a daily basis for proper operation and
function. If operational defects are found with the controller, repairs are to be made immediately
utilizing manufacturer or other acceptable industry comparable approved repair parts.
2.7.1.6 A soil probe or tensiometer shall be sued to determine the soil moisture
content on greens, tees and fairways.
2.7.1.7 GGA shall observe and note deficiencies occurring from the original
design of facilities and review these findings with the Golf Course Operations Manager so
necessary improvements can be considered.
2.7.1.8 All leaking or defective valves and sprinkler heads shall be repaired
immediately.
2.7.1.9 If, due to elements beyond the control of GGA, conditions dictate priority
uses of water, the following priorities are to be used: 1. Greens; 2. Tees; 3. Fairways; 4. Other
Turf and Landscape areas.
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2.7.1.10 Particular attention shall be paid to all slope areas which will, by
physical nature, provide for greatest potential runoff which can contribute to erosion and affect
play.
2.7.1.11 GGA shall turn off all controllers when it is not necessary to irrigate due
to adequate rainfall.
NOTE: At no time shall GGA utilize a fire hydrant for irrigation purposes without written
permission from the Golf Course Operations Manager.
2.7.2 SYSTEM MAINTENANCE
2.7.2.1 Any repairs made by GGA shall be made in accordance with
manufacturers suggested repair procedures with acceptable industry comparable parts under
normal industry standards.
2.7.2.2 Operator shall be responsible for adjusting the height of sprinkler risers
necessary to compensate for growth of plant material.
2.7.2.3 Automatic controllers and/or enclosures shall be locked while unattended.
2.7.2.4 All controller enclosures must be painted, as needed, to prevent rusting
and maintain good appearance.
2.7.2.5 Sprinkler heads shall be kept clear of overgrowth, which may obstruct
maximum operation. Chemical edging around sprinkler heads will not be permitted unless
approved by the Golf Course Operations Manager.
2.7.2.6 Repairs made to the irrigation system must be made in accordance with
the system's original design with products equal to or higher quality than currently furnished.
2.7.2.7 All drip irrigation systems are to be inspected ongoing and repairs made
timely with equal or higher grade repair products as needed. Drip system flush valves, where
provided, are to be inspected and flushed on a regular basis with a similar repair requirement.
2.8 RODENT CONTROL: GGA shall continuously engage in rodent control, to the
best of its ability, for all rodents found within the boundaries of the Facility.
2.9 WEED CONTROL OF PAVED SURFACES: GGA shall manage all weeds
growing in cracks, expansion joints and other hard surfaces to best of its abaiiity.
2.10 WEED CONTROL IN LANDSCAPE AREAS: Weed control in landscape areas
shall be accomplished by use of both pre -emergent and post -emergent herbicides, with due
regard to the protection of all wetlands, using best management practices.
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2.11 STRING TRIMMERS: Care shall be exercised with regard to the use of string
trimmers to prevent damage to building surfaces, walls, header board, light fixtures, signage, etc.
No string trimmers shall be used around trees. A minimum of twelve (12) inch bare soil or
mulched buffer zone shall be maintained around the circumference at the base of all trees.
2.12 TURF MAINTENANCE: Turf maintenance in all areas is to be performed on a
timely professional basis and in a manner to insure green and healthy turf that is free from
weeds, disease and other pests and promotes optimum growth at all times throughout the year.
Acceptable standards are to be established for each area of play under the review of the Golf
Course Operations Manager and as being reasonable and appropriate for the local environment.
Turf is to be maintained utilizing sound agronomic and turf management standards such as
fertilizing, irrigation, aerifying, topdressing, pest control, de -thatching, mowing, soil amending,
shoot and root rejuvenation, and drainage control, in an effort to maintain the highest quality turf
possible within reasonable limits, and not impact undue stress upon the plant materials.
Care must be exercised during all maintenance and mowing operations to prevent damage to all
areas both within and adjacent to the property. This is to include, but not be limited to, sprinkler
heads, controllers, electrical boxes, lighting fixtures, plant materials, buildings and structures,
passing vehicles, and all private property. Alternate mowing patterns are to be established to
insure the elimination or potential of wheel ruts by maintenance vehicles. All trash, litter and
any debris must be removed and disposed of prior to mowing in any given area.
2.12.1 GREENS, NURSERY & ALL PUTTING SURFACE MAINTENANCE:
Maintain all putting surfaces within locally acceptable industry standards at all times.
2.12.1.1 Putting surfaces to be maintained at a standard to create a smooth, firm
fast texture. The task will be completed as early as possible (within reason, considering worker
and product safety), and will typically be completed no later than four hours after start of play.
Typical cutting height on Bermuda greens should be between 0.090"- 0.140" range necessary
without injuring turf plant health.
2.12.1.2 Ball cups or pin locations are to be relocated daily or as warranted under
USGA standards to insure proper turf recovery and enable worn turf areas to rejuvenate. Ball
marks and/or divots are to be repaired daily. Both above operations are to be performed utilizing
industry standards, devices and methods.
2.12.1.3 Removal of sod from any nursery area should be immediately
accompanied by reseeding and/or topdressing to facilitate the rapid recovery of nursery areas.
2.12.14 Verticutting of all putting surfaces throughout the growing season is to
be done on an as needed basis.
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2.12.1.5 Topdressing is to be done on all putting surfaces. Material to be used
shall be the comparable as the original material used in the construction of the putting surfaces.
A soil analysis may be needed, at GGA's expense, to determine comparable soil amendment
prior to application.
2.12.1.6 Aerification will be performed at a frequency which reflects warranted
conditions. It could be done twice per year. Newly constructed greens may not be aerified as
frequently during the first year. Occasional "quarter thining" and/or slicing with no top dressing
may be performed to relieve compaction, allow air and water movement and facilitate flushing of
salts.
2.12.1.7 GGA shall have the soil analyzed to determine all properties inclusive of
physical characteristics and recommended nutrient requirements. Nutrient requirements are to be
established, through assay and/or periodic tissue analysis, to insure uniform growth of high
quality intensely maintained turf typical of high quality local area putting greens. A proper
fertilization program is to be established and maintained by GGA throughout the term of the
contract.
2.12.1.8 Putting surfaces are to be treated with chemicals only on an as needed
basis to insure them to be free of damaging insects, noxious weeds, pathogens, and other pests
typically associated with such intensely maintained turf grass. A proper preventative and/or pre -
emergent chemical management program will be instituted by GGA. Any damage to such turf
areas as a result of any chemical applications will be at the expense of GGA to correct and repair
immediately.
2.12.1.9 Greens, inclusive of the collar, are to be periodically edged and kept free
of foreign grasses and/or weeds to insure a healthy monostand of turf on the putting surface.
This process must be done throughout the growing season and intensified in the warmer summer
months as needed.
2.12.1.10 In the event over seeding is required, seeding rates are to be adjusted to
insure rapid establishment yet mitigate potential transitional difficulties in the warmer spring
months. "Blue Tag Certified" seed may be used on putting surfaces. Seed must be free of all
noxious weeds. All seed submitted for approval, shall b epaid by WCC, and must be
accompanied by the appropriate test data indicating compliance with the aforementioned
requirements.
2.12.1.11 Ropes, signage, and traffic control devices will be moved at a
frequency which avoids excessive wear and promotes turf cover in irrigated areas.
2.12.2 Care and maintenance of all aprons, collars and greens approaches must be
identical to the specifications as set forth in Section 2.12.1 for putting greens. These areas of the
course will be addressed as early as possible during the business day (within reason, considering
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worker and product safety). Collars and greens approaches will be cut to a height between
0.200"-0.400".
2.12.2.1 Care and maintenance of all aprons, collars and greens approaches must
be identical to all of the standards and specifications as set forth in Section 2.12.1 for Putting
Greens with the following exceptions:
2.12.2.2 Greens approaches are to be maintained utilizing all standards of
maintenance as outlined in Section 2.12.3 for Tees with the following exceptions: Greens
approaches are to be maintained at all times at the same cutting height and under the same
mowing frequency as outlined for Aprons and Collars in Section 2.12.2.1. Greens approaches
are to be mowed during the same operation as that of Aprons and Collars with clippings removed
in a similar manner as that outlined for Aprons and Collars in Section 2.12.2.1.
2.12.3 TEE MAINTENANCE: Maintain all tees in accordance with accepted
playability and industry standards at all times, observe the following minimum requirements:
2.12.3.1 Tees must be serviced daily and done as early as possible during
the business day by the moving and placement of tee markers, benches, ball washers and filling
of divots with sand and seed. Tee towels are to be changed at least twice a week. Ball washers
are to be kept filled daily to the proper fill level with an appropriate and pleasant smelling agent.
2.12.3.2 Mow tees with a properly adjusted reel type mower 2 to 5 times
per week at a cutting height of 0.250"-0.450 inches. Clippings are to be removed and disposed
of properly — immediately following mowing.
2.12.3.3 Verticut tees shall be done at a frequency when warranted to
manage excessive tissue production.
2.12.3.4 Aerify tees shall be done at a frequency when warranted to
manage excessive tissue production.
2.12.3.5 Repair worn and damaged turf areas as they occur by
overseeding or re -sodding to insure playability at all times. GGA shall repair tee divots in the
appropriate time so long as it does not impact players' enjoyment. Tees are to be maintained in a
smooth and playable condition at all times.
2.12.3.6 Treat tees for control of insects, disease, weeds and other pests as
needed, in a timely manner, to maintain a consistent and healthy playing surface at all times.
once daily.
2.12.3.7 Trash receptacles are to be kept clean and emptied a minimum of
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2.12.3.8 A sand container with appropriate dispensing device must be
available and filled for use as needed on all 3 par tees for the repair of divots by golfers.
Maintenance to resand as required.
2.12.3.9 Traffic control devices within 100 feet of teeing surfaces will be
moved at a frequency which avoids excessive wear and promotes turf cover in irrigated areas.
2.12.3.10 Tees are to be overseeded annually utilizing GGAs'
recommended range of over seeding at 5-121bs/M depending on the surface demands of the
specific sports turf. This is to include the Driving Range tees.
2.12.4 FAIRWAY MAINTENANCE: Maintain all fairways in accordance with
accepted playability and industry standards at all times, observing the following minimum
requirements:
2.12.4.1 Mow fairways weekly at 0.325"-0.550" height depending on the
time of year and surface demands of the golfer.
2.12.4.2 Verticut fairways as necessary for turf health and good playing
condition.
2.12.4.3 Aerify all fairway shall be done at a frequency when warranted
to manage excessive tissue production. Plugs will be removed or pulverized.
2.12.4.4 Treat turf to control weeds, diseases, insects, and other pests as
necessary to maintain a weed free and healthy turn.
2.12.5 ROUGH MAINTENANCE: Maintain turf areas in accordance with
applicable industry standards at all times, observing the following minimum requirements:
2.12.5.1 Mow as warranted to maintain consistency at 1 '/4" to 1 V2 "in
height throughout the growing season.
2.12.5.2 Verticut as necessary to promote healthy growth.
2.12.5.3 Aerify rough shall be done at a frequency when warranted to
manage excessive tissue production. Plugs will be removed or pulverized.
necessary.
2.12.5.4 Overseed and top dress (or re -sod) worn or bare turf areas as
2.12.5.5 Treat turf to control weeds, diseases, insects and other pests, as
necessary, to maintain a weed free and healthy turf.
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2.13 SAND TRAPS
2.13.1 Sand traps shall be cleaned and raked as needed with sand added as
required to a uniform minimum sand depth of 2-3 inches on slopes and 5-6 inches at base.
Added sand must be consistent to insure compatibility and consistency with existing material.
Exception to this standard would be if the bunkers are contaminated with rock and/or dirt and not
able to maintain a clean layer of sand as a result. GGA shall then do its best to minimize
exposure of the rosk/dirt and will present an improvement capital plan to WCC for consideration.
2.13.2 Turf shall be mechanically edged around sand traps at regular intervals to
ensure a neat appearance and eliminate turf grass encroachment.
2.13.3 Excess sand in the turf surrounding the trap shall be removed on a regular
basis.
2.13.4 A minimum of one (1) freshly painted rake is to be available at all sand
traps at all times. (Color to be reviewed with the Golf Course Operations Manager.)
2.14 SHURB BEDS/SEASONAL COLOR BEDS/PERIPHERY AREAS
2.14.1 Shrub Beds
2.14.1.1 Clean up shall occur on a regular basis, minimum monthly, to
ensure that beds are kept free of fallen branches, excessive leaves and weeds. Trash such as
papers, cans, bottles and other debris will be removed daily.
2.14.1.2 Weed control shall be accomplished through both chemical and
mechanical means. It is the intent of the WCC to avoid the use of chemicals whenever practical.
When chemicals are used in planting beds for weed control, care must be exercised to not
damage desirable plant materials. If chemical drift occurs, GGA must immediately replace the
damaged plant material with an appropriately sized substitute of the same genus and species of
plant.
2.13.1.3 Trimming — Refer to Section 2.03
2.14.2 Seasonal Color Beds
2.14.2.1 All color beds shall be regularly cleaned of paper, cans, bottles,
fallen branches, excessive leaves and weeds.
2.14.2.2 Weed control shall be accomplished through both chemical and
mechanical means. It is the intent of the WCC to avoid the use of chemicals whenever practical.
2.14.2.3 Beds shall be cultivated on a regular basis.
2.14.2.4 Color plants shall be replaced as warranted.
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2.14.3 Periphery Areas: These areas consist of all turf areas not previously
mentioned. These areas are normally non -playable areas including, but not limited to, slopes,
natural ditches, drainage channels, creek beds and lakes.
2.14.3.1 All periphery areas shall be maintained in a manner consistent
with industry standards.
2.14.3.2 Areas shall be watered, mowed, weeded, cleaned of litter and
other debris as needed.
2.14.3.3 Special attention shall be given to periphery areas adjacent to
public roadways since these areas are highly visible to the general public and constitute a first
impression of the overall quality and service level of the courses.
2.14.3.4 All areas are to be inspected for and repaired of any erosion
problems on a regular basis and immediately corrected if needed.
2.15 left blank intentionally
2.16 GRAFFITI
2.16.1 The Facility shall be inspected daily for evidence of graffiti. Special
attention shall be given to restrooms, signs, markers, block walls, curbing, paving trees, utility
poles/boxes and/or any other structures or fixtures.
2.16.2 Upon notifying WCC, all graffiti shall be eradicated in a timely manner of
detection if cost effective, if greater expense is required then WCC and GGA shall determine
best course of action.
2.16.3 Graffiti requiring paint -over shall be painted over with a color consistent
with that of the original surface and as approved by the Golf Course Operations Manager.
2.16.4 Graffiti on non -painted surfaces shall be removed by sand or water
blasting.
2.17 COURSE ACCESSORY EQUIPMENT: All accessory equipment to be provided
by GGA must be maintained in a clean, safe, functioning condition at all times and repainted as
required to present an aesthetically pleasing appearance. Accessory equipment for each hole
shall consist of the following:
NOTE: Colors to be approved by the Golf Course Operations Manager.
Yardage Marker
Ball Washers
Flags and Poles
Cups
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Trash Receptacles
Clean Brushes
Sand Buckets
Ropes and Stakes
Rakes
2.18 CART PATH/STEPS AND STAIRS/RAMPS/WALKWAYS/BRIDGES
2.18.1 All shall be kept presentable and swept or blown clean as needed.
2.18.2 To be edged and scraped clean as warranted.
2.18.3 All potholes, cracks and/or other surface damage shall be noted to WCC
upon detection. Any damage cart paths requiring repair shall be approved and funded by WCC.
2.19 RESTROOMS & ONCOURSE WATER COOLERS
2.19.1 Restrooms shall be cleaned and sanitized daily using cleaning and
sanitizing agents recognized for use in public restrooms. Maintenance shall include, but not be
limited to:
• Sweeping and mopping floor
• Cleaning and sanitizing basis, metal fixtures, urinals, toilets and trash
receptacles
2.19.2 Paper supplies shall be furnished by WCC and checked and restocked
daily as needed by GGA.
2.19.3 Walls, ceilings, screens and windows shall be cleaned at least monthly.
2.19.4 Any restroom renovations, damages, lighting or any leaks are to be the
responsibility of WCC.
2.19.5 Any on course water coolers for public consumption shall be the
responsibility of WCC to maintain and service as necessary.
2.20 MAINTENANCE HEADQUARTERS
2.20.1 Upon the WCC delivering the maintenance headquarters to GGA meeting
code requirements, the maintenance headquarters shall be kept clean and neat at all times with all
material inventories and supplies stored in a manner in keeping with OSHA, Fire Department,
and all WCC, County, State and Federal regulations.
2.20.2 The area shall be locked or otherwise secured when unattended to
discourage unauthorized entry.
15
2.20.3 Office, lunchroom, and all maintenance areas to be cleaned in the same
manner as the restrooms on the course.
2.21 and 2.22 left blank intentionally
2.23 WATER COURSE MAINTENANCE
2.23.1 GGA is responsible for keeping trash and debris clear around the water
edges. All other aquatic maintenance is to be the responsibility of an outside contractor, which
shall be contracted and paid by GGA.
2.24 CONSTRUCTION AND/OR REMODELING: Any and all changes in the
physical characteristics of any portion of the courses such as addition or removal of sand traps,
trees, water hazards, native vegetation or other features shall require prior approval of the Golf
Course Operations Manager and be funded by WCC.
2.25 DRIVING RANGE MAINTENANCE
2.25.1 Driving range tees
2.25.1.1 Grass Tees shall be mowed with a reel type mower as warranted
to maintain a maximum height of of 0.325"-0.450"
2.12.
2.25.1.2 General turf maintenance shall conform to procedures in Section
16
K4:11:
CONCEPTUAL ELEVATIONS OF NEW CLUBHOUSE
(E.
F59
qj
as oa
sw4:11:31.6m
LEGAL DESCRIPTION OF THE CLUBHOUSE PARCEL
a.PII I OVi
t 6750 NW 9TH COURT
*."DIG Surveying and Mapping, Inc, M PHON :95°e;55-7244
EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
- Sketch and Description -
sheet 1 of
Clubhouse Parcel
d � • : ra �rwu 4 tr, � S
TSeIr
t r... t��•.
r
� ri•u """" rk.t
LAKE \
(P9 04, n 71. B.CR) \1
Not Included
Fad Laudedde Thick From
POD (PBa,P671,BCR) POD
"C•
7md "E'
`P"
LaudSee 4 GdtCaux PW
(P,B 50,"20. a C A)
Tract "K'
Land Sec. 4 Oolfcm" Plat
(P,B Is. PS 20, BCK)
Not Included
fan WdedeleTeek Feual
OW04,1,0 7119CR)
Not lududed
Fan Lauds" Trek Fmtu
(PA. 04, P& 71, B CR)
POD
"B`
Not bududed
Pon Iaudedde Tntek Faun
(P,B 04,Ps 71,8C&)
SURVEYOR'S NOTES:
1. BEARING REFERENCE: Bearing Reference: Bearings shown hereon are referenced to the South
Line of Tract "I", Land Sec d Golf Cou)se Plat, Plat Book 88, Page 20, B.C.R. Said line bears
South 62017'32" West.
2. This is not a survey, but only a graphic depiction of the land shown hereon and its calculated legal
description. No boundary corners were set in the field related to this sketch.
3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida.
NOT VALID 10WITHOUTTHE ('
SIGNATYRE ANDTHE i
ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED 0210712014
NO. REVISIONS DATE su1RVEYOR AND MAPPER got�o w sss OW E er
in No. 1U21A ear: MRK Q& D.IG NTS sb:a�
F*.
LB#7682
DJG Surveying and Mapping Incr 6750 , 9TH COURT
MARGATEFLORIDA 33063
PHONE: 954-675-7244
EMAIL: ADMIN®DJGSURVEY.COM
wy dj survey com
Tract "K"
Land Sec. 4 Oolf Course Plat
(P.B. 88, Pg. 20, B.C.R.)
POD
LAKE "C.
Tract "K"
Lead Sec. 4 nolf Coursa Plat
(PJB. 88, Pg. 20, B.C.R.) 3
S 7
N 52°45'4I" W
95.76'
09°58'39"
256.57'
'Fmt Lauderdale Truck Fatma
(P.B. 4. Pg. 31, B.C.R.)
11°1744"E
22°MIW E
315.71=,
R-1,950.00'
L-12.21'
D - 00°21'32
. g
Sheet 2 of 3
Fort Lauderdale Truck Fanny
(P.B. 4. Pg. 31, B.C.R.)
POD
"F"
POD R-120.00'
"B" L—151.83'
R = 300.00' N 7203651" E D - 720294
L-102.89' 23.61' 0'
D - 19038'5r'— 7 afd
R 100.00 —, LS B7°27'29" E
L - 34.79' ' 98.13
D - 19°55'40"
n
?areal "A"
Weodmont
Recreation Complex
(F.B. 91, Pg. 49, B.C.R)
499,437 Square Feet
11.24 Arm
Fort Lauderdale Truck Farms
(P.B. 4, Pg. 31, B.C.R.)
NW 75th Shea 25.00'
1oae.a+so, ata,a.cx) L-38.45'
R =1,950.00' D = 88°06'S0"
D - 08°19'52"
Easternmost Southeast Comer
Tract "IC"
Land Sera 4 GW Course Plat
Fat Lauderdale Truk Farm
(P.13. 88, Pg. 20, B.C.R.)
(P.B. 4, Pg. 31, B.C.R)
Legend
P.O.B. - Point of Beginning
B.C.R. — Broward County Records
P.O.C. a Point of Commencement
R - Radius
P.O.T. - Point of Termination
L = Arc Length
P.B. - Plat Book
D — Delta (Central Angle)
Pg. - Page
L8# 7682
6750 NW SITH COURT
*FT
DIG Surveying and Mapping, Inc. ^ PHONE:954-675.7244 3
EMAIL: ADMIN@DJGSURVEY.COM
www.djgsurvey.com
Sheet 3 of 3'
LEGAL DESCRIPTION
A portion of Tract" V, Land Sea 4 Golf Course Plat, as recorded in Plat Book 88, Page 20,
of the Public Records of Broward County, Florida, and aportion of Parcel "A'; Woodmont
Recreation Complex, as recorded in Plat Book 91 Page 49, of the Public Records of
Broward County, Florida, all being more particularly described as follows:
Commencing at the Easternmost Southeast corner of said Tract "W', said point being a point
on the North line of NW 75th Street as described in Official Records Book 6450, Page 688,
and a point on the arc of a circular curve, concave to the South, having a radius of 1,950.00
feet and a central angle of 00°2132", a radial line bears from said point South 08* 18' 18" East;
Thence, Easterly along the arc of said curve, an are distance of 12.21 feet to the Point of
Beginning;
Thence, North 22004'10" East, a distance of315.71 feet;
Thence, North I 1 ° 1744" East, a distance of 349.63 feet;
Thence, North 09°5839" West, a distance of 256.57 feet;
Thence, North 52°4541" West, a distance of 95.76 feet;
Thence, South 87*44'10" East, a distance of 337.92 feet to the point of curvature of a circular
curve, concave to the North, having a'radius of 300.00 feet and a central angle of 19*38'59"
Thence, Northeasterly along the arc of said curve, an arc distance of 102.89 feet to the point
of tangency;
Thence, North 721365 P East, a distance of 23.61 feet to the point of curvature of a circular
curve, concave to the South, having a radius of 100.00 feet and a central angle of 19°55'40';
Thence, Northeasterly along the arc of said curve, an arc distance of 34.78 feet to the point of
tangency;
Thence, South 87"2729" East, a distance of 98.13 feet to a point on the arc of a circular
curve, concave to the North, having a radius of 120.00 feet and a central angle of 72°29'41'; a
radial line bears from said point North 50°42'59" East;
Thence, Southeasterly along the arc of said curve, an arc distance of 151.83 feet to a point on
the West line of NW 80th Avenue;
Thence, South 21000'00" West, along said West line, a distance of 273.62 feet to the point of
curvature of a circular curve, concave to the East, having a radius of 1,950.00 feet and a
central angle of 18°43'45";
Thence, Southerly along the arc of said curve, and the West line of NW 80th Avenue, an arc
distance of 637.43 feet to the point of reverse curvature of a circular curve concave
Northwesterly having a radius of 25.00 feet and a central angle of 88°06'50' ;
Thence, Southwesterly along the arc of said curve, and the North line of 75th Street, an arc
distance of 38.45 feet to the point of tangency;
Thence, North 89°3655" West, along the North line of 75th Street, a distance of 264.00 feet
to the point of curvature of a circular curve, concave to the South, having a radius of 1,950.00
feet and a central angle of 08° 19'52";
Thence, Southwesterly along the arc of said curve, and the North line of NW 75th Street, an
arc distance of 283.54 feet to the Point of Beginning
Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing
489,437 square feet (11.24 acres) more or less.
EXHIBIT "K"
FORM COMPLETION BOND
AIA
Document A312
-- 2010
Performance Bond
CONTRACTOR:
SURETY:
(Name, legal status and address)
(Name, legal status and principal
placeofbusiness)
»<E »«
)>« »
ADDITIONS 'AND DELfiTIONB e
t
;The author of this document
?has added information
OWNER:The
.needed for its completion.
author may also have
(Name, legal status and address)
revised the text of the
))
or ginal AIA standard form.
AntAdditions and Deletions
;Report that notes added
information':-aswell as
CONSTRUCTION CONTRACT
revisions to the standard
Date: cc »
lform,text...is available..from
AmoUIIt` -'
;the author and should be
reviewed:'
Description:
(Name and location)
This document has important
legal consequences.-—
zKtesb),
Consultation. with an a
attorney -is encouraged with
respect to its completion
BOND
.or modification:
Date:
Any singular reference to
(Nat earlier than Construction Contract
Date)
Contractor, Surtity" owner
or other patty shall be .
)>
considered plural where
Amount: $ « »
applicable.
Modifications to this Bond:t
None F"t-il See Section 16
CONTRACTOR AS PRINCIPAL
SURETY
Company. (Corporate Seal)
Company. (Corporate Seal)
Signature:
Signature:
Name and K )xc'N
Name and
Title:
Title:
(Any additional signatures appear on the last page of this Performance Bond.)
(FOR INFORMA7701VONLY— Name,
address and telephone)
AGENT or BROKER:
OWNER'S REPRESENTATIVE:
(Architec4 Engineer or otherparty.)
K»K»
t
K
ZLZCTAONIC COPYING of any
portion of this AIA' Document
to another electronic file is
prohibited and constitutes a
violation of copyright laws
as set forth in the footer of
this document.
AIA Document A312" - 2010 Performance bond. The American Institute of Architeits. All rights reserved. WARNING: This AIM Document is
protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA• Document, or any
portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This draft was produced by AIA software at ISM:12 on 03/16/2012 under order Nu.3876714642 1 whirh expires cn 11/18/2012, and is n..t fc>r
resale.
User Notes:
(191167r•96 --
§ 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators,
successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein
by reference.
§ 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation
under this Bond, except when applicable to participate in a conference as provided in Section 3.
§ 3 If there is no Owner Default under the Construction Contract, the Surety's obligation u�der is Bond shall arise
after
1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering
declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a
conference among the Owner, Contractor and Surety to discuss the Contractor's �performance 1f the
Owner does not request a conference, the Surety may, within five (5) business da: ys after receipt of
the Owner's notice, request such a conference. If the Surety timely requests a coference, the Owner
shall attend. Unless the Owner agrees otherwise, any conference requested undei this Section 3.1
shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the
Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to
perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any,
subsequently to declare a Contractor Default;
.2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies th �
Surety; and
.3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the
Construction Contract to the Surety or to a contractor selected to perform the Cons uefioii Cori ad
§ 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a
failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations,
except to the extent the Surety demonstrates actual prejudice.
§ 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's,expense
take one of the following actions:
§ 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract;
§ 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent
contractors;
§ 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for
performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the
Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds
executed by a qualified surety equivalent to the bonds issued on the Construction Contract, d pay to the. Owner the
amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the O er
as a result of the Contractor Default; or
§ 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with
reasonable promptness under the circumstances:
.1 After investigation, determine the amount for which it may be liable to the Owner and, as"soon as
practicable after the amount is determined, make payment to the Owner; or
.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial.
§ 6 If the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety+ shall be deemed
to be in default on this Bond seven days after receipt of an additional written notice from thE Owner to the Surety
demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any
remedy available to the Owner. If the Surety proceeds as provided in Section 5.4, and the Owner refuses the
payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to
enforce any remedy available to the Owner.
17 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall
not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to
AIA Document A312s — 2010 Ferloxmanee Mond. The American Institute of Archltc-:5. All rights reserved. WARNING: This AIA* Document as
protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution or this AIA- Document, or any
portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law,.
This draft was pr du,ed by AIA software at 15:59:12 on 03/16/2111 under Order Ne.30767?4642 1 which expires un 11r18.:1112, and is n:t fcr
resale.
User Not": 1191767 962
the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment
by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for
.1 the responsibilities of the Contractor for correction of defective work and completion of the
Construction Contract;
.2 additional legal, design professional and delay costs resulting from the Contractor's Default, and
resulting from the actions or failure to act of the Surety under Section 5; and
.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual
damages caused by delayed performance or non-performance of the Contractor.
§ 8 If the Surety elects to act under Section 5.1, 5.3 or 5.4, the Surety's liability is limited to the amount of this
Bond. -
§ 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the
Construction Contract, and the Balance of the Contract Price shall not be reduced or set off! on account of any such
unrelated obligations. No right of action shall accrue on this Bond to any person or entity otherthan the Owner or its
heirs, executors, administrators, successors and assigns.
§ 10 The Surety hereby waives notice of any change, including changes of time, to the Con. ptruction Contract or to
related subcontracts, purchase orders and other obligations.
§ 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in
the location in which the work or part of the work is located and shall be instituted within two years after a
declaration of Contractor Default or within two years after the Contractor ceased working or withal -two years after
the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first..If the provisions of this
Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the
jurisdiction of the suit shall be applicable.
§ 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on -the page
on which their signature appears.
§ 13 When this Bond has been famished to comply with a statutory or other legal requirement in=the location were
the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement
shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement, shall be
deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond
and not as a common law bond.
§ 14 Definitions
§ 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction
Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts
received or to be received by the Owner in settlement of insurance or other claims for damages to which the
Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the
Construction Contract. !
§ 14.2 Construction Contract The agreement between the Owner and Contractor identified on the cover page,
including all Contract Documents and changes made to the agreement and the Contract Documents.
§ 14.3 Contractor Default Failure of the Contractor, which has not been remedied or waived, to perform or otherwise
to comply with a material term of the Construction Contract
§ 14.4 Owner Default Failure of the Owner, which has not been remedied or waived, to pay the Contractor as
required under the Construction Contract or to perform and complete or comply with the other material terms of the
Construction Contract.
§ 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor.
§ 15 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this
Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. -
AIA Document A312m - 2010 performance Bond. The American Institute of Architects. All rights reserved, AAANINO: This AIA- Document as
protected by U.B. Copyright Law and International Treaties.. Unauthorized reproduction or daatrlbution or than AIA" Document, or any
portion of it, may result in severe cavil and criminal penalties, and will be prosecuted to the maximxs extent possible under the law.
This draft was prcdured by AIA software at 15:59.12 on 03/16/2012 under Order No.3676704612 1 who-h expires nn IVII '.7412, and is m t f.;r
resale.
Ueer Notes: t1917671,96i
§ 16 Modifications to this bond are as follows:
V
(Space is provided below far additional signatures of added parties, other than those appearing on the cover page.)
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company. ;;, (Corporate Seal)
Signature: Signature:
Name and Title: j*,')X<:» Name and Title:
Address: W ,» Address: is »
s
i
AIA Document A312" - 2010 parformance Bond. The American Institute of At hitw,,,fs. All rights reserved. NARKING: This AIM Document 15
protected by U.B. Copyright Law and International Treaties. Unauthorized coproduction or distribution of this AIA• Document, or any
portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. 4
This draft was prvdu-ed by AIA software at I5:59:12 on 03/16/2012 under order No.36767114642 1 which expires .n 1121412112, and is r.,t £or
resale.
User Notes: �191167962,
EXHIBIT "If
CONCEPTUAL LOCATION OF INTERIOR ROADWAYS
No Text
EXHIBIT "M"
W-
omE
LIST OF SPECIFIC LOCAL DEVELOPMENT APPROVALS REQUIRED
Land Use Plan Amendment.........................................City of Tamarac & Broward
County
Rezoning for Residential and Commercial Parcels...............City of Tamarac
Site Plan Approval for Residential and Commercial Parcels ... City of Tamarac
PlatApproval ......................................................City of Tamarac & Broward County
Building Permits .......................................................City of Tamarac
Engineering Permits...................................................City of Tamarac
Surface Water Management License Application &
Joint Application for Environmental Resource Permit
(if required) .................................... .......................Broward County Environmental
Planning Department (BCEPD)
. Construction Permit Application for Community
Water System Extension..............................................Broward County Health
Department
Application to Construct a Wastewater Collection/
Transmission System & Notification/Application
for Constructing a Domestic
Wastewater Collection/Transmission System .....................BCEPD
Notice of Intent to Use Generic Permit for Stormwater
Discharge For Large and Small Construction Activities .......... FL Department of Environmental
Protection (FDEP)
Water Use Permit Application Form.................................South FL Water Management
District
Tree Removal Permit (if required)...................................City of Tamarac