Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
City of Tamarac Ordinance O-2017-001 (2)
Temp. Ordinance No. 2353 November 30, 2016 Page 1 of 1 CITY OF TAMARAC, FLORIDA ORDINANCE NO.2017-01 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF TAMARAC, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR, VICE -MAYOR, OR CITY MANAGER OF THE CITY OF TAMARAC, FLORIDA, ON BEHALF OF THE CITY, TO EXECUTE AND TO OTHERWISE ENTER INTO AN AMENDED AND RESTATED DEVELOPMENT AGREEMENT BETWEEN THE CITY OF TAMARAC, PULTE HOME CORPORATION AND WOODMONT COUNTRY CLUB, INC., FOR THE DEVELOPMENT OF PROPERTY LOCATED WITHIN THE WOODMONT PLAT, AS RECORDED IN PLAT BOOK 88, PAGE 20, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA, AND AS MORE FULLY DESCRIBED IN THE AMENDED AND RESTATED DEVELOPMENT AGREEMENT WHICH IS ATTACHED HERETO AS EXHIBIT "A"; AUTHORIZING THE APPROPRIATE CITY OFFICIALS TO DO ALL THINGS NECESSARY TO EFFECTUATE THE INTENT OF THIS ORDINANCE; PROVIDING FOR CONFLICTS; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the City of Tamarac City Commission ("City"), hereby finds that development of property for residential and commercial uses within the City is desired, and that residential and commercial development provides for an increased tax base, improved property values, and a more positive community appearance; and WHEREAS, pursuant to the Florida Local Government Development Agreement Act, Sections 163.3220 through 163.3243, Florida Statutes, the City Commission entered into a Development Agreement with Woodmont Country Club, Inc., on July 9, 2014 by the approval of Ordinance 2014-09; and {00017882.DOCX) Temp. Ordinance No. 2353 November 30, 2016 Page 2 of 2 WHEREAS, Florida Statutes 163.3237 provides for the ability of a local government to amend or cancel a Development Agreement, by mutual consent of the parties to the agreement or by their successors in interest; and WHEREAS, Woodmont Country Club Inc., and the City seek to amend and restate the Development Agreement to incorporate and further clarify certain procedures and requirements as provided in Florida Statutes 163.3220 — 163.3243; and WHEREAS, the Amended and Restated Development Agreement, which is attached hereto as Exhibit "A", and incorporated herein by reference, outlines a plan and certain obligations associated with the permitting and development of approximately 285 acres of property and is being entered into by mutual consent; and WHEREAS, pursuant to the requirements of Chapter 163, Florida Statutes, the City has conducted the two (2) duly noticed public hearings relating to the consideration of the Amended and Restated Development Agreement; and, WHEREAS, the Director of Community Development recommends approval of the proposed Amended and Restated Development Agreement; and WHEREAS, the City Commission finds that the approval of the Amended and Restated Development Agreement is in the best interest of the health, safety, and welfare of the citizens and residents of the City. {00017882.DOCXI u Temp. Ordinance No. 2353 November 30, 2016 Page 3 of 3 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF TAMARAC, FLORIDA, THAT: Section 1. The foregoing "WHEREAS" clauses are hereby ratified and confirmed as being true and correct, and are incorporated herein by this reference. All exhibits attached hereto are incorporated herein and made a specific part of this Ordinance. Section 2. Pursuant to the Florida Local Government Development Agreement Act, Sections 163.3220 through 163.3243, Florida Statutes, the City Commission hereby approves the Amended and Restated Development Agreement between the City of Tamarac, Pulte Home Corporation and Woodmont Country Club, Inc., which is attached hereto as Exhibit "A", and authorizes the Mayor, Vice -Mayor, or City Manager to execute the Amended and Restated Development Agreement. Section 3. The Amended and Restated Development Agreement shall take effect upon proper recordation of same in the public records of Broward County, pursuant to Section 163.3239 Florida Statutes. Section 4. The City Clerk shall record a certified copy of this Ordinance and the Amended and Restated Development Agreement in the Public Records of Broward County, Florida, at the expense of Woodmont County Club, Inc. Section 5. The City Commission hereby authorizes and directs the appropriate City Officials to do all things necessary and expedient to effectuate the intent of this Ordinance. Section 6. All Ordinances inconsistent or in conflict herewith shall be and are hereby repealed insofar as there is conflict or inconsistency. 100017882.DOCX } Temp. Ordinance No. 2353 November 30, 2016 Page 4 of 4 Section 7. If any section, sentence, clause, or phrase of this Ordinance is held to be invalid or unconstitutional by any court of competent jurisdiction, then said holding shall in no way affect the validity of the remaining portions of this Ordinance. Section 8. This Ordinance shall become effective upon its passage and adoption by the City Commission. PASSED, FIRST READING this day of 2016. PASSED, SECOND READING this day ofaz , 2017. N I HEREBY CERTIFY that I have approved this ORDINANCE as to form: SAMU . L S. GOREN CITY ATTORNEY BY: /) , A, 'J •` •-- D- - RECORD OF COMMISSION VOTE: 1ST Reading MAYOR DRESSLER �! Go� DIST 1: COMM BOLTON DIST 2: COMM GOMEZ DIST 3: COMM. FISHMAN DIST 4: V/M. PLACKO RECORD OF COMMISSION VOTE: 2ND Reading MAYOR DRESSLER W'dl DIST 1: COMM. BOLTON WA,1 DIST 2: COMM. GOMEZ DIST 3: COMM. FISHMAN DIST 4: V/M. PLACKO 1 1 {00017882.DOCX } INSTR # 114251313 Page 1 of 253, Recorded 03/09/2017 at 12:48 PM Broward County Commission, Deputy Clerk ERECORD 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. 41h Street, Ste. 36 Boca Raton, Florida 33432 AMENDED & RESTATED DEVELOPMENT AGREEMENT A THIS AMENDED AND ,/RESTATED DEVELOPMENT AGREEMENT ("Agreement") /1 is made and entered into this _ —ek day of _V 201 7 by and between WOODMONT COUNTRY CLUB, INC., a Florida corporation, with an address at 7801 N.W. 801i 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. 880' 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 100161185 13704450164UI INSTR # 114251313 Page 2 of 253 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. Purpose. 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. (00161115 1 270�0501WJ 2 INSTR # 114251313 Page 3 of 253 3. Authority. This Agreement is entered into under the authority of the Florida Constitution (including Article VII1, 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-t), and the Commercial Parcel from Recreational (S-1) to Planned /00161195 1270 .050164n) 3 INSTR # 114251313 Page 4 of 253 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 f6)f lJT7. Waterway Conveyance. 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 (00161195 1 3704-030WO) 4 INSTR # 114251313 Page 5 of 253 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 of Broward 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 (00161185 1 2704-0501640) 5 INSTR # 114251313 Page 6 of 253 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 drivinglaqua 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 cartpaths 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 ", 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) (0016I193 1 va.osmwn) 6 INSTR # 114251313 Page 7 of 253 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 (00 161 ]15 1 2704-03016406 7 INSTR # 114251313 Page 8 of 253 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 (001611e5 12704-05016401 8 INSTR # 114251313 Page 9 of 253 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 (131h) 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 (001611e5 1 vw-0501640) 9 INSTR # 114251313 Page 10 of 253 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 (OA161195 11704-05016401 10 INSTR # 114251313 Page 11 of 253 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 100161185 12704-0501640) 11 INSTR # 114251313 Page 12 of 253 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. (00161185 1 2704-0501640) 12 INSTR # 114251313 Page 13 of 253 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 ofthe 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 "U. 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 (00161185 1 270a-0501640) 13 INSTR # 114251313 Page 14 of 253 (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 100161191 1 2764-05016401 14 INSTR # 114251313 Page 15 of 253 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 (001611851 2704-0501W) 15 INSTR # 114251313 Page 16 of 253 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 100161195 1 I70L05016401 16 INSTR # 114251313 Page 17 of 253 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, constrict 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 0704-050164U1 17 INSTR # 114251313 Page 18 of 253 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-1", 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 (00161185 1 2704-0501640) 18 INSTR # 114251313 Page 19 of 253 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 pennit 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 (00161187 1 1704A501610) 19 INSTR # 114251313 Page 20 of 253 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. 1001611851 27W.0501640� 20 INSTR # 114251313 Page 21 of 253 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 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 170b0701640) 21 INSTR # 114251313 Page 22 of 253 shall have no less than Thirty (30) days to cure such compliance failure, or undertake such compliance efforts and diligently pursue to coanpletion, 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. (00161135 1 270"5016101 22 INSTR # 114251313 Page 23 of 253 (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 12704-0501640) 23 INSTR # 114251313 Page 24 of 253 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 (OD161185 1 2704-0501(,10) 24 INSTR # 114251313 Page 25 of 253 i l �-c WITNESS —PRINT NAME Nl1/ _-. �E W TNESS - PRINT NAME ATT Pat Teufel City Clerk `/ Date: (00161185 11704-0501b 01 Ha ry Dressler, Mayor D Michael Cemech, City Manager 2 age Date: Ap ro d as to form and legal sufficiency: vmjh - A BV4 Sa el S. Goren, City ttomey Date: INSTR # 114251313 Page 26 of 253 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. t1te is personally known to me or has produced --- as identification. `-- WITNESS my hand and official seal in the County and State last aforesaid this g day of VD-�C.%n._ , 2017. MEE] 161Bww IV. , 2019p,7l"M My Commtsst STATE OF FLORIDA ) ) ss: COUNTY OF BROWARD) Notary Public, State of Florida L•11)a0 --pabo1J Typed, printed or stamped name of Notary Public 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 Cemech, 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 T ' d y of - 2017. LILLIAN PABON 3•. ' COMM;34ion # FF 942161 Expires December 12, 2019 BsKNTIW Tmy Ffn Mwnn �K7019 My Commission Expires: (00161193 1 2704-1-0501640) Notary Public, State of Florida 11 "a LL-�o�lo r Typed, printed or stamped name of Notary Public INSTR # 114251313 Page 27 of 253 DEVELOPER: Woodmont Country Club, Inc., a Florida Corporation B TNF y: rinRam L Print Name: 0 f 45/N M) bi Title:�'� f- Prin��� l51- day of &4 , 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 resaid�o�take. acknow acknowledgments, the foregoing instrument was acknowledged before me by �J91� RIViJ� the f` 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. of 6WITNESS my hand and official seal in the and State oresaid thiAff day �&e 2017. 7411A / No t vlkly Kub is Y4I04 My Commission Expires: Typed, printed or stamped name of Notary Public per^ wti DORMA L. VALDES MY COMMISSION # GG29676 ='Fo EXPIRES: September 13, 2020 100161185 1 2704-05016401 27 INSTR # 114251313 Page 28 of 253 WiF S: Print name: •�� az� Print name: �� �- z3o was STATE OF FLORIDA ) ) SS: COUNTY OF BROWARD ) PULTE: Pulte Home Company, a Michigan limited liability company By: By: ✓//G' l Print Name: �jj.62 i-- /.i4k4i/ Title:.i✓6+rs�r- a Esc day of 1> 2017 I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgment the foregoing instrument was acknowledged before me by�tf �� the �ucsia�Uof PULTE, 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 County and State last aforesaid this-��-it day of S u _, 2017. = Q ;ai?,�.� rKATNRYNABOWES Notary Public a_ MY COMA'ISSICN tl FF 146612 '• %� �_ _;d� ` gp�detl Thm Lbtary Publ�Uytlenrnlers Typed, printed or stamped name of Notary Public My Commission Expires: i00161185.1 2704-0501640) 27 INSTR # 114251313 Page 29 of 253 EXHIBIT "A" LEGAL DESCRIPTION OF DEVELOPER'S PROPERTY INSTR # 114251313 Page 30 of 253 Legal Description of Developer's Properly PARCEL h 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 00'09'03" East, 389.13 feet; thence South 69'4573" 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' 12'S1", an arc distance of 315.09 feet; thence South 89'3335" 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 90100'00", an are 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 34' 18'35", an arc distance of 119.76 feet; thence tangent to said curve South 34'4500" 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 are of a non -tangent curve (radial line thru said point bears South 28'35'58" 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 89'3335" 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 90'00'00", 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 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 07'46'43" 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" 18'02", an arc distance of 19.01 feet; thence tangent to said curve North 78'55'15" West, 39.26 feet; thence North 10130'00" 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 00' 10'OS" Page 1 of 9 INSTR # 114251313 Page 31 of 253 East, along said West boundary, 185.00 feet; thence South 84' 10'05" East, 140.74 feet; thence easterly along the are 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 58110'05" East, 775.64 feet to a point on the arc of a non -tangent curve (radial line thru said point bears South 68°3954" 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 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 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 feel; 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 909630", 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: 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 00'12'16" 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 4'26'58", 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 43'3256", an arc distance of Page 2 of 9 INSTR # 114251313 Page 32 of 253 174.82 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 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 Southwest having a radius of 280.00 feet, a delta of 59'00'00", 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 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 72'24'17" 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 00'26'25" 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 89131'26" 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 42'43'43", 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 44148'43", an arc distance of 422.34 feet; thence tangent to said curve North 87126 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 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 87'26'25" 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 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 84'22'31" West, 79.51 feet; thence North 00'2625" 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 4l 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 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' 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 INSTR # 114251313 Page 33 of 253 (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 18°12'02", an arc distance of 123.89 feet; thence tangent to said curve North 70100'00" East, 430.00 feet; thence North 87100'00" 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 73°00'00" East, along said right-of-way line, 80.00 feet; thence southeasterly 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 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 are 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 86152'08", 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 24106'06" 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 72"49'52" 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. 81 st 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°0146", an are distance of 463.32 feet to the POINT OF BEGINNING. PARCEL 5: 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 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. 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 INSTR # 114251313 Page 34 of 253 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 00"09'03" East, 389.13 feet; 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 of 250.00 feet, a delta of 72° 12'51", 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 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 90"00'00", 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 34145'00" 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 28°35'58" 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 90°00'00", 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°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° 18'02", 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 4699'S5", 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°49'55" West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00° 10'05" 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 58°10'05" East, 775.64 feet to a point on the arc of a non -tangent curve (radial line 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 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 northerly right-of-way line and along the arc of a tangent curve being concave to the North having a radius of Page 5 of 9 INSTR # 114251313 Page 35 of 253 1395.00 feet, a delta of 0'43'43", 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, 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`3212" 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 are 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 of235.35 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 89'33'35" 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 00'12'16" 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 89047'44" 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 43'32'56", 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 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 Southwest having a radius of 280.00 feet, a delta of 59'00'00", 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 17'06'01", an arc distance of 83.57 feet; thence North 34145'00" 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 Page 6 of 9 INSTR # 114251313 Page 36 of 253 curvature; thence 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 79°5345", an arc distance of 34.86 feet; thence tangent to said curve South 72'24' 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°26'25" 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 89131'26" 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 arc distance of 422.34 feet; thence tangent to said curve North 87126'25" 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 02'3335" 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 87126'25" 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 43°00'00", an arc distance of 195.13 feet to a point of reverse curvature; thence northwesterly along the are of a tangent curve, said curve being concave to the Southwest having a radius of 700.00 feet, a delta of 41' 1936", 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°2625" 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 East, 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 78017'21", 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 0I'47'58" West); thence northeasterly along the arc of said curve being concave to the Northwest having a radius of 390.00 feet; a delta of I8° 12'02", an arc distance of 123.89 feet; thence tangent to said curve North 70"00'00" East, 430.00 feet; thence North 87100'00" 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 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 14100'00" 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 Page 7 of 9 INSTR # 114251313 Page 37 of 253 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 are 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 are 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 are 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 52152'37", an arc distance of 276.86 feet; thence tangent to said curve North 14'1841" West, 90.00 feet; thence North 24°06'06" 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 72149'52" 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 or 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. 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 "53'53", 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. I:Y►j1• Tracts G, H,1, 1, 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. Page 8 of 9 INSTR # 114251313 Page 38 of 253 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 INSTR # 114251313 Page 39 of 253 EXHIBIT °B" LEGAL DESCRIPTION FOR THE RESIDENTIAL PARCELS INSTR # 114251313 Page 40 of 253 91 LB # 7692 \w �` DIG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Sheet 1 of 3 Phone: (954) 675-7244 Email: djgsurvey 2. ! o com _ - Sketch and Description - Pod A • r.n-k s+mY d«+naa �� if a rb kid a . J € � Taa\arac w{.•rsaa � C �i. j+t h�!!�' r. srsY 4� 4 n9, Trac+'C' wV Lmds w..dG.((c. ne PM • t oA 8t. hp 20. nCR) Tno n' G LurfSenlonaGs%CouaePM �F [11m Book 80. Np 20. B.C.R ) Ilbo/manr iron SI (An Bmk 92. Ng, 32, a CR °R 6 i e ��a r Tnc+ "D' L-MS.W.4 G.4ft SPA. Qb (fbf amk 88,f ec 20. It C R) aQ 6�0 -b 09-24-12 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 By QC MaL►rI �JJtl csuwL) n4MVO«N .M .at Jtr ,.awe.e�e�utrtrgYYe.altrwfwr Y.f�bnw +rMr..n OIOSNYL1TA wL\In�1'�iWC IY..�Atlrwlh• naYtr+na..h tr1.4.lw. Ml�e�trl�Nplr WviMK. MTU�NI!E ►! �I.YIwYwti�lnn.4w �p.Y� r Job No. 10-0218 Drawn By: DG QA t QC: DG FB. PG. Scale: N.T.S. INSTR # 114251313 Page 41 of 253 � LB # 7682 DJG Surveying and Mapping, Inc. S 6750 NW 9th Court Margatc, Florida 33063 Phone: (954) 675-7244 Email: djgsurvcy@yahoo.com Sheet 2 of 3 - Sketch and Description - Tnd •C• L.nd SroW 4GnlfCoenr P1.1 Traci 4 r0 OW Dmk 09, Pq(, 20. D.0 R.) Fort Lauderdale Tnrrk p Farms Subd1Wsion (Plat Book 4, Pug. 31. B.C.R.) f R= 15HO' L = 606.55' D = 231 ° I I'02" ,p 9f 2y R = 150.00' L = 606.55'� D = 231 °41'02" T-, -D" Lend S.*- d Gn(fCeuee Pler (Plm Dock a0, Peg, 20, D C R) 00' BO'— P 12" N 44°4679" 10.07' 412,380 Sq. Ft. (9.47 Acres) R - 265.00' L - 385.93' D - 83°26'3 P.O.B: Trse, •r Lend Stolen I GalJCeurse P/er (14.1 Dmk 110. Pogo 20, D C R.1 n'endm°er Tiansl I (Ptmm Hk 92. Pog, 22. H C R 1 P o. c. Eastcmmast Southrast Cotncr Tract "D" Lmnd Secdou 0 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) Tatll \ GndSerden I GN/Crone Plm � .y0�• �"7- PCE bif amk 0l. (Phi Pq, 20. H.0 R 1 � Ad vc •ems S �,P. R: 1395.00' gym' L = 68.85' Sunw Notes D - 02°49'40" Legend I. Oe.dng Rcfcren,s Deuings shown hwron eR refacn,cd m the South Lme of Tea Lend Sec .t Ga Book P.O.B Pam of Bcgim.08 h 62mse 2" WPlat tlS. Page 20. B.0 R Said I'vx bars StRab 62 1772" Wnt Said P.O.C. - Pomt of Crmmeneement 2..P.D. dertmes Plu Book O.R.B. Orrtci.l Records Bad D.0 R. - Dm"rd County Records J. Pg. denoes Page R - R.d(m L - Arc Length 4. H.0 R. denotes H—ard County Records D - Cenral Angle (Deli.) Sq. Ft. Square poet S. This is not • wrvey, but only a Smpbk deo d. shown hermn No boundary come¢ were set in the Reid related to this sketch Job No. 10-0218 1 Dram By: DG I QA I QC: DG FB. NIA PG. I Scale: N.T.S. INSTR # 114251313 Page 42 of 253 N LB # 7682 DJG Surveying and Mapping, Inc, 6750 N W 9th Court M.%.a c, Florida 33063 Sheet 3 of 3 Phone: (954) 675-721 Email: ftsunroy myahoo.com - Legal Description - A parcel of land being a portion of Tract "D"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: 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*31'56" West, along said Northerly line, a distance of 72.45 feet to the Point of Beginning, Thence, continue along said Northerly line, South 49*31'56" 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 arc 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 67*01' 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 arc of said curve, an arc distance of 606.55 feet; Thence, South 45°13'31 " 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 are 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. INSTR # 114251313 Page 43 of 253 N LB # 7682 DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Sheel I of 3 Phone: (954) 675-7244 Emait Ojgsurvey eoyahoo.com - Sketch and Description - Pod B ritrn r <-wmn k TlMrl.meN I aw Yl.a ff Y } a + I�tYIiA�Pti � � ; R „�alfq L7 / a Thy •-'�' ter uaN • TM11M.[ =,t 11. ra �.� -/ N..wfa Y .,1m Wt as Y 1 Mr�p trbnyt♦N 1 N. fslA 1 [', T-1 K' C.ndSrc 1 Gd/C..—Pln fP a. as, Ps 20. a C a) W.A.—T-IP a 91. Pa 30. a C R) V O (0 a a. 6.4m Pa 6a9, We It I a; o' Tr.n•K• aa.esrt. 4 GfC.— P10 iP B, as. Pa-10, a CA) TM •K' 1.0Sec 1 G.(/Ce.—Rd /P.a. 89, Pa 30, N,C Ft) 3 reD� 09-24-12 Dennis J. Gabriele Not Valid without the signature Professional Sur%cyor and Mapper No. LS5709 and original raised seal of a Florida Statc of Florida licensed Smayor and Mapper Updatts and Revisions Date By QC W. IV drr.w d 0 GA q iwoexo.unwu uti j Job No. 10-0218 Drawn By: DG QA / QC: DG FB. PG. Seale: N.T INSTR # 114251313 Page 44 of 253 9l LB 1t 7682 DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: dj sur%Ty tt'yahoo,com Sheet 2 of 3 - Sketch and Description - Tract "K" Land Sec. 4 Gnlf Course Plat (P.B. 88, Pg. 20, B.C.A.) Tract "K" Land Sec. 4 Gnlf Cnnrse Plat R •7J41�, L•65.19' R ISO.W (P.B. gg, Pg. 20, H.C.R.) D 19.31'10' L - 569,26' n . z11-26'7n• A•ISOar L • 281.Sr n • nn•13'n• R•410ar L .338 57— D-47'I8'47' R 160 OO' n.11•xaz6^ t^ 302,916 Sq. Ft. (6.95 Acres) R 140 w L • 127.29— D - 52'OS35' S -3l 1-0 S]" 0ar S IB•31L1' Hoar / WoodmontTroct65 . 1 93W (P.B, 91, Pg. 50, B,C.R) 9J N 70'x T R • 250. L • 14s 71' D - J3'19' t P.O.B. S 9712729' F Southeast Comer S50• F Kill N 02•32'3 I• F N'ondntnut Tract 65 43 zcar (P.B. 91, Pg. 50, B.C.R) ar R x9,6R' 0]' L-22.97' D • 44•I s•4o• a -zss. L aTJ7' 5872729'b 4`9 a,,U - 2.'06'41' 3 x9 N R7'27' 9• W 731 06' FR A R • 175 46' r' L 643e R•4000' n • z0`Sr56" L 36 711' D=81.19'41• n 7D•2S50'W `r In.", N 69.OWW W 1' S W'4 38• W 171, R • ]oo.ar 99 53' L 95.48' D • 18'14a5• Tract "K" Land Sec 4 Goff Course Plat (P.B. 88, Pg. 20, B.C.R) Survey Notes 1. Bmralg Reference; Bearings shown haman an lefertnced to dx South Line of Tnet'I". Lnd5— J GNJCnurarsPh.. Plat Book 88, Page 20. B.C.R Legend Sob fins bran Sarah 62'1772" West. 2. P.B. detwtes Plat Book P.O.C. • Pomt orconneneenent 3. Pg. denotes Page P.O.B. • Pawl orsewming 4. B.C.R. denotes B—d Camiy Retards R • Radnu 5. This a not a anvsy, but anly a gnphiu dcpsitatn shwa hermn. Na boundary L = An Length e wee sct in tha Bdd related w this std ke. D Cmusl Anglc(Delta) d. Wclarhy, ndkl Ilnea haw not bem labeled an this skt8eb. Refs b t11c Wrilim IaBd d—Apdon for all radial lines Job No. 10-02 1B 1 Drawn By: DG QA ! QC: DG FB. NIA PG. Scnle: N.T.S. INSTR # 114251313 Page 45 of 253 Ix LB 0 1682 DJG Surveying and Mapping, Inc. 6750 NW 91h Court Margate, Florida 33063 Phone. (954) 675-7244 Email: dil:suneyftyahoo.com Sheet 3 of 3 - 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 GofjCourse Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Browatd County, Florida, being more particularly described as follows: Beginning at the Southeast corner of Woodaront Tract 65, 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 21100*00" West, along said Westerly line, a distance of 93.07 feel; Thence, North 69000'00" West, a distance of 8.78 feet to a point on the arc of a circular curve, concave to the North, having a radius af40.00 feet and a central angle of 81'19'41"; a radial line bears from said point North 30'l9'05" 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, Ira%ing a radius of 29.68 feel and a central angle of 44'] 5'40"; a radial line bears from said point South 46*48'11" West; Thence, Westerly along the arc of said curve, an arc distance of 22.93 feet to the point of tangency; Thence, North 87"27'29" West, a distance of 331.06 fact to a point on the arc ofa circular curve, concave to the South, having a radius of 175.46 feet and a central angle of 20'58'56"; a radial line bears from said point South 01'24A6" West; Thence, Westerly along the arc ofsaid curve, an arc 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 ofa circular curve, concave to the North, having a radius of 300.00 feet and a central angle of 18'14'05"; a radial line bears from said point North 00'17'36" East; Thence, Westerly along the arc of said curve, an arc distance of 95.48 feet; Thcncc, South 1891'41" West, a distance of 110.00 feet, radially, to the point of curvature ofa circular cune, concave to the North, having a radius of 410.00 feet and a central angle of 47'I8'47"; Thence, Northwesterly along the arc of said curve, an arc distance of 339.57 feet to the point of tangency; Thence, North 24'09'32" 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 11'29'26"; a radial line bears from said point North 65'5028" East; Thence, Northerly along the arc of said curve, an are 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*1T57"; a radial tine bears from said point North 50'27'41" East; Thence, Northerly and Easterly along the arc of said curve, an arc distinct of 288.59 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 14131'l0"; a radial line bears from said point South 46'10'35" East; Thence, Northeasterly along the arc ofsaid curve, an arc distance of65.89 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 217126'30"; a radial fine bears from said point South 71121'54" Eas4 Thence, Easterly, Southerly and Westerly along the arc of said curve, an arc distance of 569.26 feet; Thence, South 55'40'5 P Wcst, a distance of 93.04 feet; Thence, South 24'09'32" East, a distance of 267.65 feet to the point of curvature ofa circular can c, eoncat 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 are distance of 127.29 feet; Thence, South 13'44'53" 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 33'19'03"; Thence, Eastcriy along the arc of said curve, an arc distance of 145.38 feet to the point of tangency; Thence, North 70'25'50" East, a distance of 77.43 feet to the point of curvature ofa circular curve, concave to the South, having a radius of 225.00 feet and a central angle of 22'0641"; Thence, Easterly along the arc of said curve, an an distance of 86,33 feet to the point of tangency; Thence, South 87'27'29" East, a distance of 8.11 feet; Thence, North 02'3231" East, a distance of 20.00 feet; Thence, South 87'27'29" East, a distance of 429.82 feet to the Point ojBeginning. 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. INSTR # 114251313 Page 46 of 253 �t LB # 7682 DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Sheet 1 of3 Phone: (954) 675-7244 Email: djgiunty@yahoo.com - Sketch and Description - Pod C to � 4 M�!rV Ira1eY{ drn. wlY 8 �o a:are i- `, f (�t /4, wW J,s}� = :ITafK AiY WMdvftoY _ V Tract "K" Land Sec. 4 Coy*Course Plat (P.B 88, Pg. 20, B.C.R.) Woodmont Tract 63 (P.B. 92, Pg.46, B.C.R.) W oodmont Tract 64 (P.B. 95, Pg 40, B.C.R.) NW 75th Strcct (O.RB. 6450. Pg. 698, B.C.R.) 09-24-12 Dennis J. Gabriele Not Valid without the signature Professional Sun cyor and Mapper No. LS5709 and original raised s®1 of a Florida State of Flonda licensed Sun-eyor and Mapper Updates and Revisions Date By QC "'"` rw..w�an Yrrc,rW �vouunnax w., www,Mw.ppflavtllYO A<DNWpa.K M�iaJd W4 YM"A ""T Y"IRYIK w..1,rwYT..�.Ye.YI�wM. .MIIWIAOYR9M ♦!Y" MC Job No. 10-0218 Drawn By: DG I QA / QC: DG FB. PG. I Scale: N.T.S. INSTR # 114251313 Page 47 of 253 T LB # 7682 DjG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: Sheet 2 of 3 (954) 675-7244 Email: d gsur ey o?yahoD.com - Sketch and Description - Tract "K. ' Laud Sec 4 Gotf Cmtrse Plat R = 160.00' S 74a08'19" f (P.B. 88, Pg. 20, B.C.R.) L - 310.61. 115, D- 1 I 1 "13'50" R- 150.00' ,---,—D- 106 017'02" Tract "K" Laud Sec 4 Goff Course Plot (P.B. 88, Pg. 20, B.C.R-) R = 35.00' L = 25.3T D = 41 a24'32" R — 45.00' L = 66.56 D = 84045'05" R= 10.00' L = 7.56' — D = 43a20'30" N 01a00'51" E- 66.23' Southwest coma Tract "K" (P.B. 89, Pg. 20. B.C.PQ 239,528 Sq. Ft. (5.50 Acres) Tract"K" Land Sec 4 Golf Course Plat (P.B. 88, Pg, 20, B.C.R.) / Legend P.O.B Pmnt of Bcpnning P.00 =him ofc..--t O.R.B. Ofr,,W Ft—ds Baak R Radiu, L - Arc Length o m D Cmttal Angle lDclul ry Sq Fl = Square Feet -, Survey Notes S _ 1. Beanng Rafaexehereon are G rcr—.d m the Sowh Lt. urTmet 1% Land Sec m 4 Gdf Coarse Pba. Plitt Book U, Pogo 20, B C R R = 35.00' Sad hnc btao Suwh 62'17'32' Wcd L = 25.30. D-41"24'35' z PB demtuPletflock R = 45.00' 3. Pg 4.w Pogo L = 66.45 D = 84"36' 15, 4. B.C.R. dmota Browad Ccunty Romrds R = 10.00' 5. Thts is rwt a mmy, bw only a pr phn: de ,m. L - Tsw thaws bmm�. Ne boundary comet was set m dw D=43"IP4P' Rdd elatdtodutskecb �S 0100'51" 61.76' NW 75th 688tB.C.R.) PB• (O.R.B. 6450. —S 86"39'S5" W Job No. 10-0218 1 Drawn By: DG I QA / QC: DG I FB. N/A PG. I Scale: N.T.S. INSTR # 114251313 Page 48 of 253 gt LB # 7682 •wA*; DJG Surveying and Mapping, Inc. S 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey@yahoo.com Sheel 3 of 3 - 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 Got(Course Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows: Continence 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 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 °00'5 I " 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 43°20'30"; 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 anglei of 84145'05' ; 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°24'32°; 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 05022'09" 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 a13'50"; 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 °58'43" West, a distance of 600.38 feet; Thence, South 01 °00'S 1 " 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 43`11'41' ; Thence, Southerly along the arc of said curve, an arc distance of 7.54 feet to the point of tangency 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 86°39'55" 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. INSTR # 114251313 Page 49 of 253 IN LB # 7682 DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margatc, Florida 33063 Phone: (954) 675-7244 Email: ftsurveyCayaboo.eom Sheet I of 3 - Sketch and Description - Pod E �MI NOT i ti"`e""« aqua !'• It - + i Ll 1 6 ryry_ a IQM.Hg9 rlNp r N D s n tmnen fIi 15N9 �, t Southgate Boulevard (O.R.B. 4747, Pg 183, B.C.R.) C y4�ngS c og �y w 3 S C�4 (0.1t.0.8a* N5O.0. P Page 61111.➢ CA) 2 Wand—Tmn Ig (Nn Bud 115. Page 21. a C.a ) Tra. W LedS—W f GetrC.—P/ar IAv auk 18. Page 20. B.C.R) 09-24-12 Dennis J. Gabriele Not Valid without the signature Professional Surveyor and Mapper No. LS5709 and original raised scat ofa Florida Statc of Florida licensed Surveyor and Mapper Updates and Revisions Date By QC nm. rr.r..�.ronaue>uvcaw«.N>r u.ea «+... nlevmin� aq TalVfl4al AtSMAMe1 We W ep�F1WIs ®ea..mawrarN.wrr r.a.,ew.Aeerun vev,rwova,Nuwvn as rra.erw.`r«•u...ver.. em wnvn>r.: un u.wN+rar Job No. 10.0218 Drawn By: DOQA /QC: DG FB. PC. Scale: N.T.S. INSTR # 114251313 Page 50 of 253 It LB # 7682 DJG Surveying and Mapping, Inc, 0750 NW 9th Court Margate, Florida 33063 Sheet 2 of 3 Phone: (954) 675.7244 Email: d'gsun,ey yahoo.com Sketch and Description - S 00*2675" W gq.00 R=. L = 11919.76761 R = 25.00' D = 34a1835" L = 39.27' D - 90'00'00" '►1y 8'sr9y�4e / I� a VV r � uC W Uc bra m vt y O h oon V �j n Dj 288,148 Sq. Ft. n (6.61 Acres)/ o, P.O.B. I Easternmost Northwest Comer Tract "A" Land Section 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R) 1 S 3445'00" W 52.99, N 63'26'13" W 64.00, R = 497.00' L - 442.36' d D = 5015948" Woodmont Tract 48 u i (Plat Book 115. Page 23, B.C.R.) d c S 65'33'59" W 31.99' N 90'00'00" W 14.66' N 63*15-21" W 149.45' N 89'33'35" W 300.00, S 00'09103" E 17.20' R=150.00' L - 365.95' D -139'46'59" Tmct4 I 26.48' "--N 89-33-35" W Fort Lauderdale Truck Faros S1441Wdan (Plat Baak 4, Page 31. B.C.R.) Survey Noter Legend 1. 13ad.2 Rcferenac otartngs shown h— an: mfaettrad to d. South U. rTnd'1'. Lad Sec 4 G.VOrmn Plat. Plat Bank P.O.D. - Paw of Braining ab, Page 20. B.0 R Sad hnr beats South 62`IT3r wen. P.O.C. = Pomt of Commencement O.R B. • Otrk ..l Reeards Bock 2. P.B denotes Pro Book R e Radius L Am Length 3. Pg. denotes Age D Central Angle (011tal Sq. Ft. - Square Fat 4. B C R denote Bruwad Coamy Rnvrds S. This 6 not a sarvay, but only s grapinc daptc0cn shown bslcat No boundary camas were Rl in the ftdd related a atis sketch Job No. 10-021 B Drawn By: DG QA / QC: DG FB. NIA PG. I Scale: N.T.S. INSTR # 114251313 Page 51 of 253 X LB # 7682 DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: dmsun evrkGvahoo.eom Sheet 3 of 3 - 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 comer of said Tract "A" and a point on the South line 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 cenl 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 3498'35"; Thence, Southwesterly along the arc of said curve, an arc distance of 119.76 feet; Thence, South 34°45'00" 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 65033'59" West, a distance of 31.99 feet; Thence, North 90000'00" West, a distance of 14.66 feet; Thence, North 63'15'21" West, a distance of 149.45 feet; Thence, North 89°33'35" West, a distance of 300.00 feet; Thence, South 00°09'03" 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°4659'; a radial I bears from said point South 52°58'45" West; Thence, Southerly and Westerly along the arc of said curve, an arc distance of 365.95 feet; Thence, North 89°33'35" West, a distance of 26.48 feet; Thence, North 00°09'03" West, a distance of435.00 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 288,148 square feet (6.61 acres) more or less. INSTR # 114251313 Page 52 of 253 .N LB # 7682 .* �x DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsumeygyahoo com Sheet 1 of 3 - Sketch and Description - Pod F Sfr W A .. —.s4 .. i.s:aS+F' _:ate .•y„tfq.ro�+ 9 - .. ... . i Ili 1a ISI i I t7 � = Site �1 a ,4 } 40 1p� Rr aaMa{ Ya�w�M� aAx.aac T's p a � A wwerw .'ddl _ " �• � IN�O rrnna � W IaAA � 4 Wualmwi Tro 54 1PH 111.Pr 11.HCRI UWE' L.d 5s 4C.Irc—Pla (P.n 18.Ps 2(.nCK) Y O Wwdmam Tmi 65 It {PR 91,Pa 50'HCR) $T l� 0 r 0 Se 3 U9-24-12 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 By QC �'0'!.,v waewwerm.ulK r— _14eaW wYf�eJ�i��®,Ji YYsw NwVf.._ Drawn By: DG I QA / QC: DG I FB. PG. I Scale: INSTR # 114251313 Page 53 of 253 N LB # 7682 DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33a3063 Sheet 2 of 3 Phone: (954) 675-7244 Email: d'gsurve rfhoo.eom - Sketch and Description - T— "I" LanJ Btt 4 Golf Count PW IF 9 88, Py 2o. B.c R) o, 'b R 45.00' i F L - 158.61' D - 201 "57'06" N 98e09'07" E R=175.00' 56.84' N x9•or 7• w Radm L = 54.25' o D-17n45'40" A S 66a5425" E o V N'so 01. 110.21' RsJuq R = 285.58' NAI• •Ja•W L=103.11' f. R°t D=20*4NP d _^t P O 1° - .?� to K ttr+ N m o a � a a p O O 3 b � oLy N inct"E- P. O.B. 9 3 /P B. I. PLan. g20. D-C d Bee J Plot 0, .0 R) Westcmmost Southwest Comer t� Tract"E" ro Laud Sec 4 Golf Course Plat k N (P.B. 88, Pg. 20, B.C.R.) h j4, 7 w ap't R e 25.00' L = 39'27' N69y� R = 150.00' D = 90,00'00" /6gs ° W L . 152.78' D = 58a21'23" Survey Notes 1. Bosnng Referottt Beunttgs shown hemtn ore refcm=W to tM ead South Lt. orT.a `1-, Lm1 Sec 4 GolfC— Not. Pin Boo► L! 88.Poge2o.B.C.R. Soidlmebean South62.1792"West. P.O.B PomtofBcglnoing 2. P.B. denotes Plot Book PAC Point ofeommcteotaent O.R.B. n Offteial Reemds Bnd aw J. Pg. dla Page R • Radius L r Ate Length 4. ➢.0 R. denotes Browatd County Records D CenuW Ang1e tDeha) Sq. Ft. - Sq— Fen S. This is nw a savoy, but mdy a"hle depiedan shnwn bmeon No boundary comers were set in the gold rdated in this Acid Job No. 10-0218 1 Drawn By: DG QA / QC; DG FB. N/A PG. I Stale: N.T.S. INSTR # 114251313 Page 54 of 253 g; LB 4 7682 1 DIG Surveying and Mapping, Inc, b 6750 NW 9th Court Margatc, Florida 33063 Phone: 0541675-7244 Email: djgsurvcy@yahoo.com Sheet 3 of 3 - Legal Description - A portion of Tract "E", 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: Beginning at the Westernmost Southwest corner of said Tract "E", said point also being a 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 22050'33"; Thence, Northerly along the are 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 89007'57" 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 20a41' 11'; a radial line bears from said point North 69°40'01" 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 74`08'02" West; Thence, Southerly along the arc of said curve, an arc distance of 152.78 feet to a point 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. INSTR # 114251313 Page 55 of 253 LB # 7682 DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurve a.yahoo.com Shee[ 1 of 3 - Sketch and Description - Pad G � � �� B •�V 4 lnreMSA� v I S Q K.NiY V✓• . NN WIa C r: a ' i "9 is This .1 . j a4 g 734 It a.2wM dS fi i ee W 7aR 9 WY0Y04 li j >a b. rasa rya N • N. qrt] dM�6M f n. ana4) r, � ,pa 91. PA so. a C.R ) Tmn K' Lmd S. Lrc u.e P181 (f` a. Ms. Pr. 20, a.0 R ) m �r a 4: 0 T1u+•K- laidSM4GWra➢ P6, tP R. 88. Pa. 20. a C RJ �r 3 Y 09-24-12 Dennis J. Gabriele Not Valid without the signature Professional Suncyor and Mapper No. LS5709 and original raised seal of a Florida State of Florida licensed Surveyor and Mapper Updates and Revision Date BY QC n,�,...�..-..-f.�...u� . e..... 1.�i.��RMM�«.r�le nws Ipwv"+frt�m Iw�� lb�«w�in�.bl.ba.n Aq.�Ortibw �b itl.®tlwa DIOD�Vk11MGAV YNN.'tl.1x[' b��iaW 01.6. ,sl bswnaspblYiwf 1M •mvlrb.�e/,flt0 YavFvlxn SNAa�O.[w1.YF.r4A.�.�r4e�•l..b- .�., �pp* �YAYf AYp YAt«tGM' Job No. 10-0218 Drawn By: DG QA/QC: DG FB. PG. I Scale: N.T.S. INSTR # 114251313 Page 56 of 253 N LB 4 7682 tw4#, DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margatc, Florida 33063 Shee[ 2 of 3 Phonc: (954) 675-7244 Email: djgsunro (cyahoo.com - Sketch and Description - Woodmont Tract 65 (P.B. 91, Pg. 50, B.C.R.) P.O.C. Southwest Comer Tract"K" N'oodmoat Tract65 Land Scc, 4 Golf Coursc Plat (P.R. 91, Pg. 50, B.C.R.) (P.B. 88, Pg. 20, B.C.R.) R - 175.46' R = 29.68' �' 3 N 80°45'38" E L = 64.26' D - 20°58'56" L = 22.93' 1 F, $ R- 161.08, 99.53' S 87°27'29" E 331.06' D - 44° I5'40" ° p�° o a`S L=44.71' `ems D- 15'54'16" r h R = 40.09 0 4�°`�sarsQ L = 56.78' N 70125'50" E D=81°I9'41" P.O.B. 81AV 130,810 Sq. Ft. S 69°00'00" E (3.00 Acres) 8.78' ? N 65°59'51" E 75.00' G N 87°27'29" W g m' S 72136'5I" N 87°44'10" W W 98.13' 3 19.37' 23.67' � ry ca $ y 46 c h" R-213.00' �i A q L - 236.93" R - 300.00' R - 100.00' D = 63°44'01 " L - 102.89' L = 34,78' R = 120.00' D = 19°38'59" D 19°55'40" L - 151.0 �E D = 72°2945" e S °p Tract "K" Land Scc.4 Golf Course Plat Z (P.R. 88, Pg. 20, B.C.R.) Survey Notes Legend 1. Be—, Rerr.+enee B.nngs shown hewn m r—d to due South Lme P.O.B. = Poim of Begtmiee ofTr=t'I', Lod Snc 4 GWCoane Per. Mt Book 98. Page 20. B C R P.O.C. Patin sment saidkne brnm South 62'1732" We" Mist wA O.R.B. 00tad Records Baal. 2. PA denote ALL Beek R " R"m I. 3. Pg. denotes Page mw 4. B.C.R. dents. Bnd C—ty Rceads Le rn L Arc Lgth S. This is note survey, but only a amphte dcptaton shown hereon. No boundary D = Central Angle (Delta) rnmers —e set in the field reWM to this skeleh. Sq FL - Sq— Feet Job No. 10-0218 Drawn By: DG QA _QC, DG FB. N/A PG. I Scale: N.T.S. INSTR # 114251313 Page 57 of 253 J6 LB # 7682 DJG Surveying and Mapping, Inc. S 6750 NW 9th Court Margatc. Florida 33063 Phone: (954) 675-7244 Email: djgsunty ahoo.com Sheet 3 oF3 - Legal Description - A portion of Tract "K", 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, Woodnront 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 80th Avenue as described in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; Thence, South 21 °00'00" 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 72°29'45'; 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 72036'51" West, a distance of 23.61 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 19138'59'; Thence, Westerly along the arc of said curve, an arc distance of 102.89 feet to the point of tangency; Thence, North 8704410" 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 63°44'01 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 47038'30" 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'S6'; 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 of 44°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 819941 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 69°00'00" 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. INSTR # 114251313 Page 58 of 253 MOMI I' "C" LEGAL DESCRIPTION FOR THE COMA ERCIAL PARCEL INSTR # 114251313 Page 59 of 253 9t LB # 7682 DJG Surveying and Mapping, Inc, 6750 NW 91h Court Margatc, Flarida 33063 Sheet 1 of 3 Phone: (954) 675-7244 Email: djgsurvey r(�yahoo.com 0 - Sketch and Description - Pod D $ %RQ�+ 8 1l T� •�rer.» � � �t �J iii q - P ; - ��,• �»•w. r, .gip � l� tMr YY, q H.>o.o 4 NwfOY C"O' tt ! auYwQ„ r+.row � Svvddare Hv.lnrvd a U 1a Fen Lq.drN.le T—kF—S.ld O.. s (Plat Book 4, Na, 11. B.CR ) 3: >o rrm'n' c..dS.nl- 4 GgllC.—. Par (PLI Book M, P.F 20. a C R) tYvgd.re.t Tnnlr (PW nmk rat, PW 2. B.0 R.) T.n'A' dl J6S.26uBCR1 ift. (Wraogk as. Page 2a.aCRi 09-24-12 Dennis 1. Gabriele Not Valid without the signature Profcasional Sun cyor and Mapper No. LS5709 and original raised seal of a Florida Statc of Florida licensed Surveyor and Mapper Updates and Revisions I Date By QC ,.�rr.r w � Y. r err rr w.rr dwt k.,r Ywa� Irnwr.YYi.wMnsr bdryrY rr Yw.Yr N.siw, fW aaVkn•RtMDYNR.'. W HC rnrOrNtr r.r r.ge,dtaYrrrgvn tr..r.msr�run anK�IIQrNW Ww1Yi1Nf r++..rrq.rra�Y4..M.r+ r.. f' 1 K�Pr.WY� PY Job No. 10-021 R Drawn By: MK IQ / QC: DG FB. PG. Scale: N.T.S. INSTR # 114251313 Page 60 of 253 ,x DJG Surveying and Mapping, Inc, 6750 NW 9th Coun Margate, Flonda 33063 Phony (954) 675-7244 Email: d+gsunroyttii`yahao.com LB # 7682 Sheet 2 or3 - Sketch and Description - P.O.B. Northernmost Northwest Comer Tract "A" Land See. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) S.mkp mo..l.r. d S 89'33'35" E 552.31' N 45*08' 1 V E 16 35.54' r 3 199,342 Square Feet ' 4.58 Acres No N O 8 to OG fwt te.s d t,T nrk r..wr Ce O0 (PW Ronk 4, Pape Jt- B C R I L..d S.m.. 4 G.gc.n. Ptr S 3648' 16" W N E= y feco Book ge, Page 10. B C RI � � $ 41.5T r s` R-30.00' L-19.36' in D - 36'58'21" O c R - 30.00' g L - 27.77' z D = 53'01'39" o S W49'55" W 68.00' it Tnn'A• L..dscol.n 4 Gerc— Pin tPln U..k go, Pape 10. B C R 1 J.J� R 75.00' L 117'81' D = 90°00100" S 89°49'55" W 28.00' Survey Notes 1. Boring Reference. B—.V.hown hneon me rcict—W to th. Legend South lane orTr4a'I-, Lwd Se.. 4 G.r/C.— R-1. Plot Book Ba, Psg.10, B.C.R. Suid hoe b— Scolh 6"1772' WM P.O.S. - Poinlof Begmntng P.O C. = Point of cotntnrnmme m 2. P.B. drnotes Plot Boot. O-R.B. - Otftcrol Rae"t, Boot 3. Pg. dco—PV. R R.drus L Arc Lcnyh 4. U.C.R. derma BM--d Caunry Rmard. C.' tal Angle eDella) Fe S. � Square el SqFl. Sq S. This is got a —.y, but only . W+Phic dpidion shown h—n No boundary cornets wac sel In the field rehled to the sketch Job No. 10.0218 1 Dawn By: MK QA / QC: DG FB. N/A PG. Stile: N.T.S. INSTR # 114251313 Page 61 of 253 N LB # 7682 �� DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margatc, Florida 33063 Sheet 3 of 3 Phone: (954) 675-7244 Email: djgsurvey@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 Farnis 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 89°33'35" 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°33'35" West, a distance of 349.17 feet; Thence, South 00°10'05" 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 36°48' 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 53°01'39"; Thence, Southwesterly along the are of said curve, an arc distance of 27.77 feet to the point of tangency; Thence, South 89°49'55" West, a distance of 68.00 feet; 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 N W 88th Avenue, as recorded in Official Records Book 4747, Page 183, of the Public Records of Broward County, Florida; Thence, North 00°10'05" West, along said West line of Tract "A" and the East line ofNW 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. INSTR # 114251313 Page 62 of 253 EXHIBIT "D" MASTER PLAN No Text INSTR # 114251313 Page 64 of 253 EXHMIT `T" SKETCH AND LEGAL DESCRIPTION OF WATERWAY AREAS AND NEW WATERWAY AREAS INSTR # 114251313 Page 65 of 253 9i LB k 7682 DJG Surveying and Mapping, Inc, S 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvcy@ya oc.com Sheet I of 3 d - Sketch and Description - ,dam A Fort Lauderdale Truck Farms Subdivision rA w (P.B. 4, Pg. 31) G' r1° j• 1 a O d' J A `fla Tract "C" d� Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) T17 S o site sa r� 'P& Woodmatt Tract S] g i0 n (P.B. 92, Pg. 32) �o Proposed o^ `� Pod "A" J d Q� �50• Q� Woodmont Tract 53 (P.B. 95, Pg, 11) Woodmont Tract 60 (P.B. 105, Pg. 27) A 6d, J Survey Notes Legend 1. Bearing Reference: Bearings shown hereon are referenced to P.O.B. = Point of Beginning the South Line of Tract "1", Land Sec. 4 Coy'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. = Official Records Book West. B.C.R. = Broward County Records 2. P.B. denotes Plat Book R=Radius 3. Pg. denotes Page L = Arc Length 4. All recordings referenced hereon can be found in the Public D = Central Angle (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 corners were set in the field related to this sketch. (;D;1� 01-23-13 Dennis J. Gabriele Not Valid without the signature Professional Surveyor and Mapper No. LS5709 and original raised seal or EL Florida State ofFlorida licensed Surveyor and Mapper Updates and Revisions Du( By QC runrrd.e+rocAFKI GAmNNTN.KWr awY,wWw.fW iYr�:.�be,I�n ruprrm.Y.Y��W aNrflW arrla'.yeY.aatraaq IsLI�'v Ywrsn®IAr dYverbdaMr Yw i,rYi �,I,Y.a10 MVE1ttlAV1MYaVaK YlrimWYaNs .eiYa•.,a1,y Y.YYJ�a 1b�,Yra,ppul0lG YM[va1UN VYTitnK r�wM rkgr,eOY •YbaYan •d., aYw .fYIVIVM •MY K Job No. 10-0218 brawn By: MRK QA t QC: DG FB.+ PG. Scale: Not to Scale INSTR # 114251313 Page 66 of 253 LB N 7682 DIG Surveying and Mapping, Inc. j 6750 NW 9th Court Margate, Florida 33063 Sheet 2 of 3 Phone: (954) 675-7244 Eroail:d'gsurve yahoo.coro P.O.C. - Sketch and Description - Northeast Comer Tract "D" Land Sec. 4 Golf Course Plat F— (P.B. 88, Pg. 20) OO O, E Tract "C" 1 4T a Land Sec. 4 Golf Coarse Plat (P.B. 88, Pg. 20) �o n P.O.B. Proposed 1 Pod "A" o^ P. R = 200.00' ri, ,hy a L = 143.12' = 2 a D = 41°00'00" R 150.00' L = 226.49' S 73°00'00" L D = B6°30150" 80.00' R = 280.00' v%. ) D = 553 9, 20" Tract fC Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) /ZN 73000'00" W 34.77' R = 200.00' L = 205.95'-- D - 59"00'00" Proposed Pod "A" R = 230.00' L = 98.80'— D = 24'3643" Job No 10.0218 Dtawn By: MRK QA t QC: Dr, ES. NIA PG. I Sale: Not to Scale INSTR # 114251313 Page 67 of 253 5 LB # 7612 DJG Surveying and Mapping, Inc. S ' 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: dtgsurvey{4Yahoo.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 87e00'00" 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 32000'00" East, along said Easterly line, a distance of 102.24 feet to the Point of Beginning, Thence, continue South 32°00'00" 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 arc distance of 143.12 feet to the point oftangency; 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 55a59'20"; Thence, Southeasterly along the arc of said curve, an arc 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° l 7'59", 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 51'23' 16" East; Thence, Northerly along the arc of said curve, an arc 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 59°00'00"; 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' 11'57" 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 (0.929 acres) more or less. INSTR # 114251313 Page 68 of 253 N LB # 7682 DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Sheet 1 oE5 Phone: (954) 675-7244 Email: djgsurvey gWyahoo.com - Sketch and Description - o V ro s �� Fort Lauderdale Truck Farms Subdivision (P.B. 4, Pg. 31) .,Q v �- Tract "C" Sheet ��d' Laud Sec. 4 Golf Course Plat 2 (P.B. 88, Pg. 20) �, Sheets sN 4 and 5 Proposed o r' G,0 Pod "A" Woodmont Tract 51 � "4 �` (P.B. 92, Pg. 32) 0 IOJ, A o�,2p J C� Sheet ��. 3 �a5o, 4� Woodmont Tract 53 L� (P.B. 95, Pg, 1 I) Woodmont Tract 60 (P.B. 105, Pg. 27) 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 Sec. 4 Golf Course Plat, P.O.C. = Point of Commencement Plat Book 88, Page 20, B.C.R. Said line bears South 62117'32" O.R.B. = Official Records Book West, B.C.R. = Broward County Records 2. P.B. denotes Plat Book R = Radius 3. Pg. denotes Page L = Arc Length 4. All recordings referenced hereon can be found in the Public D = Central Angle (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. (a);,� 01-23-13 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 pd Dam Y Q ��....e..r.-.�x..Y�...ewd.. Mrw Yn�LMaaMTIOAW MYP"". M[ Y�aW,h"ili vifr.s,Mq tiYd.Mwa A,Yrm"Je�pryAYIO M Alla \IWlTrt Me"1 OO�IMnp�iw�W �bM-Y4 .xr donor w.e�w,wwnsr Job No.10-0219 Drawn By: MRK QA / QC: 10 FB. PG. Sale: Not to Scale INSTR # 114251313 Page 69 of 253 �W LB # 7682 I DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margatc, Florida 33063 Phone: (954) 675-7244 Email:d'gsurvey yahoo.com Sheet 2 of 5 - Sketch and Description - 10 -P� 0 Tract "C" Woodmorrt Tract 48 S $ Land Sec 4 Golf Course Plat (P.B. 115, Pg. 23) Ad� (P.B. 88, Pg. 20) 15 J P.O.B. Northeast Comer `J Tract "D" Land Sec. 4 Golf Course Plat $bo (P.B. 88, Pg. 20) Proposed n Pod "A" v. C R = 280.00' O L = 200.36' b D = 41000'00" lJ J Y Tract "D" �� c Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) a O0 tib N D , 93 S 73"00'00" E Proposed 45.23' Pod "A" - 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 Broward County, Florida; Thence, South 32°00'00" 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 of 41"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 73°00'00" East, a distance of45.23 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 9345' l4", a radial line bears 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. Job No. 10-0218 Drawn By: MP K QA / QC: DG FR. N/A PG. I Scale: Not to Scale INSTR # 114251313 Page 70 of 253 LB # 7682 DIG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 $beet 3 oE5 Phone: (954) 675-7244 Email:dj survey yahoo.com o, - Sketch and Description - p �o li'oodmont Tract 51 ep'P '� (P.B. 92, Pg. 32) d� o R = 230.00 P.O.B. �5 +r L = 150.29' Eastemmost D = 37'26'19" Southeast Comer Tract "D" Land Sec. 4 Golf Course Plat R = 265.90 (O.R.B Cana! (P.B. 88, Pg. 20) L= 17,89' D = 03'5 3" ESQ Pg 688) S 32°30'00" E �8 50.00, Proposed rho Pod "A" Tract "D" 1� Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) Woodmont Tract 53 R = 150.00 S 49°31'S6" W (P.B. 95, Pg. 11) L = 114.01' 72.46' D = 43°32'56" �h 4� 1O 4� `O. `ro 5d� IF - 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 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 Broward County, Florida and also being a point on the Northerly line ofNW 82nd Avenue, 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 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 17.89 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 of43°3T56'; Thence, Southeasterly along the arc of said curve, and Westerly line of said Canal, an arc distance of 114.01 fat; Thence, South 32*3900" 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. Job No. 10-0218 Drawn By: MRK QA / QC: DO fB. N/A PG. I Scale: Not to Scale INSTR # 114251313 Page 71 of 253 Proposed Pod "A" `A LB ft 7682 DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margatc, Florida 33063 Phone: (954) 675.7244 Email:djgsurveygyahoo.com Sheet 4 of 5 - Sketch and Description - N 62°55'37"" 57.18' 4 rti R = 280.00' L = 14.72' D = 03°00'4 R = 265.00' L = 66.02' D =14° 1630" R= 150.00� L = 162.45' D = 62003'03'\ R = 230.00 L = 174.82' = 43'33'03" Tract "C" Laud Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) R — 30.00' L = 29.98' D=57'15'31" R = 50.00' L-101.13'— D = 115°52'52" R = 200.00' L = 244.35' D = 70°00'00" Woodmont Tract 51 (P.B. 92, Pg. 32) N 32°30'00XWodmont 38,80,a4-° 1O Tract "D" �m �� P.O.C. Land Sec 4 Golf Course Plat �o�� Southernmost (P.B. 88, Pg. 20) •.o Southwest Corner °P Woodmont Tract 51 a'J (P.B. 92, Pg. 32) Job No. 10-0218 Drawn By: MRK QA / QC: DG FB. N/A PG. I Scale: Not to Scale INSTR # 114251313 Page 72 of 253 A _ LB # 7682 * % DIG Sufveying and Mapping, Inc. S 6750 NW 9th Court Margate, Florida 33063 Sheet 5 of 5 Phone: (954) 675-7244 Email: djgsurvcp yahoo,eom - Legal Description - A portion of Tract "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, being more particularly described as follows: Commencing at the Southernmost Southwest comer 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 orr 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°29'59" West; Thence, Northwesterly along the arc of said curve, an arc 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' 1511' ; Thence, Northeasterly along the are 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 101.13 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 189 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*0900' ; 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. INSTR # 114251313 Page 73 of 253 EXHIBIT "F" LEGAL DESCRIPTION OF GOLF COURSE PARCEL INSTR # 114251313 Page 74 of 253 III NW 9TH COURT 9L DIG Surveying and Mapping, Inc, MAPHONE:954-575-7244RGATE, FLORIDA 63 EMAIL: ADMIN@DJGSURVEY.COM y www.djgsurvey.com JOB NO. - Sketch and Description - Golf Course Parcel cx....A.m Mlow IF M In f: 9 � iYeY Y � SyYy.wMi 9 ggg r} � 9 vV•N1N MIM Y� ce � o ¢a I�fu •fr �� i` xx NTw q Y�W� Iry)Ie4 nn�Yfp L� M qan xw� Y {]a f a w..7aa co.nx x. uxY Location Map Not to Scale NOT VALID WITHOUT THE SIGNATURE AND THE ORIOINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER BUWN BY: MRK I QA DJG lDJG MO sl+eat � of as 0210712014 DEWS J. GABRIEE Profwloaal BMW and mamw NO. LS Sm INSTR # 114251313 Page 75 of 253 B# 7882 6750 NW 9TH COURT ly `� DJG Surveying and Mapping, Inc. Inc. M RGATE FLORIDADA 33 63 PHONS -7244 54 6 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 2 of 45 KEY SHEET — � — — Sheet i1 eat 4of45 S �Et Sheet of45 6of45 eet Sh a 70 0 45 at 9of45 of45 1 ISheet 10of45 Sheet Sheet Sh t I1'of45 l�h� Sheet \ 15of45 16of4 115 Sheet 17of4 I 1 13 of45 ( 14 of45 \ 1Sheet ( 1 I 18of45 heat 23 o45 1 I I 1 14of S I hee eel I I Shea 1 of45 1 2 22 f45 of 4 I 4of4 Sheet Sheet — _ 25 of45 26 of45 _ I 12�7 o�f 4.5 28 of 45 I Shaet I I I 32 0 45 29 of45 Sheet 1 1 30 of 45 Sheet I I 1 31 efa5 �Shaet l Shea I 3 of 45 I 5 of 4 I Sheet Sheet 37of45 I 1 Sh 134u t 5 1 36 of 45 \ _Z I I I Sheet 40 of 45 1 eet Sheet 9of4 Sheet I ( I ---L3 if= of45 41of45 -1---1-1-j 1. BEARING REFERENCE: The Beatings shown hereon are referenced to the recorded plat 2. This is not a survey, but only a graphic depiction of the land shown hereon and its calculated legal description. No boundary cornea: were set in the field related to this sketch. 3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida. INSTR # 114251313 Page 76 of 253 LB# 7682 DJG Surveying and Mapping, Inc. 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-6757244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 3 of 45 R.r.0 V L 03 r DAMbl9• I Soutlapte Blvd .O.e I N00.1005•w 6.13' I S19-3315-E ........... 506. 9 wwc. 5-4. NOnELmc C2U t; n A' S T.p. 49 S. 41 E lowRgs yeL 3 � d jq w I I d' a3 u 8 (/] gyp( um p Ill Sal13I 0' $ 09.Pl. Lim1s M U 3c 20 P1 1M1 ) r� la h .� Pot IJmIY Wen Lies I T�'A' I Ea RM Llee Weodmon[Tnct47 P.B. 108, Ps 1, B.CJL Not Included I Pag I 106' I R-300AP 140.7 Ls 136.lc D-76'0090• 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 = Arc Length P.B. - Plat Book D = Delta (Central Angle) Pg. = Page INSTR # 114251313 Page 77 of 253 LOS 76B2 6750 NW 9TH COURT DJG Surveying and Mapping, Inc, M PHONTE:954-675- 244 $ EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.corn Sheet 4 of 45 I I Southglle Blyd. _ Ta. te• s33 j Seetlan� Ta Te..,lv'-49 'I p eip1 g I I Fort Lauderdale Truck Farms Subdivision I P9-4,Pg 31,B.CA en I 0 I C a°°y-+Rai '�saa• R-250W "-3r3re I a3 Ir31s. 2 . IU 7nct -A' I� Lend Sec, 4 Oolf Course Plat P.B. 95, Pg. 20, B,CR. I I I R-330,00 A L-213,03' a D-16'Irif• Woo I I dinnot Tract 47 P-B r H 109, Pg. 2, B,cB Net loelu&d I I T Match line Sheet 12 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 INSTR # 114251313 Page 78 of 253 LBO 7682 9TH COURT DIG Surveying and MARGATE: 33063 Mapping, Intl 6750 E. Inc, 5"75-7 PHONE: 954-6757244 EMAIL: ADMIN@DJGSURVEY.COM S www.digsurvey.com I Sheet S of 4S I Soulhgm BW& Sroo335 a Ilwn Nark We7na•A• NMh ne,'C I � 8 Tnet tl •A• ( W ei 6 eq o e I i R-I/0./P 4QR7Y OAH 6b9, Fa //I,HC.& I W Notlncludcd WmdmontTmct48 to PB. I15,Pg 23,B. CR a •�� IR-300 W L IK9r I U D-L'0333' I I EMU.. T—A* F,0.8.IV I NW Cqm. I Tact N• Ph116eh � Y�E I '�• I tract y - FLTF. A R.E,gFam) cd N y (ND V� Nilimlu I � N7PS!'If'W I � 39.2F OM O8'B a'3�.5 3T10Tncl•D' �tC3. Lend Sec. 4 Golf Coupe Plat R-330/D' d R-Nano PB. KIPS. 20. B.cA ir198P - - o.IPllrar o-rleror 0Y• e�ABev. Ncl•W43 212- It"I"3rW Match line Sheet 13 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 Te► nination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page INSTR # 114251313 Page 79 of 253 Inc, 6750 NW 9TH COURT L A 76 82 414�P�!F DJG Surveying and Mapping Intl MAPHONTE: 954-675-7244fi3 S 1 EMAIL: ADMIN@DJGSURVEY.COM www.digaurvey.com Sheet B of 45 � 1 g Swibgete Blvd 0..75.00' A-7f.ar - L-7917L-I91T ` D-90'00'00' 't.79 D-90.OPW' e5— ne BI.L e..1 M. nn•C a S R.t1.6I. P9.26)� M4• 2231• Tmct "C' A-700,dD` i Land Sec. 4 Golf Course Plat Jt-mor L•119ae 37M1•r7re P.B. 611. Pg. 20, BRA 1-127.61' D-24•t935- A-Zw i D-23.")t• L.74 16' 0..720ar D-79.57'45' rL-4S14' D-rsrlr I .f 500.2625-W 0' $'. W 3I39' Canal a�h.t70.OP +.P.a. 3 ^2' 2 L-9492' I L-4 D-r05D7' D-2T1133' I N I A-no.w 62 L-t7S7 D-17-OVO Not Wduded V�j Woodmd g 115. at Tnct 49 Q PB 1)3• Pg. 23, B.CA � i U iTutro 00•B 79000' F.LT(4,31) (Affl) I r�11 r4D11 r i I Tnct'D• Land Sec.4 Golf Course Plat P.B. 81. Pg, 20. B.CA i 0.-100.00' I L-1M.9! 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 = Are Length P.B. = Plat Book D = Delta (Central Angle) Pg. — Page INSTR # 114251313 Page 80 of 253 a LIES 7682 DJG Surveying and Mapping, Inc. 6750 , 97HCOURT MARGATEFLORIDA 33063 r ,1 PHONE:954-675.7244 EMAIL: ADMINQDJGSURVEY.COM www,djgsurvey.com Sheet 7 0( 45 s-apt. Blvd. I South AlW Lfoc Sa916eRe the S"'33'WE 1775.00' { I L-163Ae I 1 L-3er 25• D-le•u'S3� — �N 49�p� is I IK-700 uo Fort lavderdale Truck Farms Subdivision L-5049a P.B. 4. Pg. 31, B.CR. � 3rr1.lr5e. i 0.-260.00' L-195.U' I� D-I3'OeOP' I �01Y E-400 00 W".3a D-12.4Y43• 100 fU Woodrow Tract50 1 X1 P.B. 109. Pg, 41. B.C.R. CA Not included N I Ldr3.3Y Fort Lauderdale Truck Farms Subdivision PD. 4, Pg. 31. B.C.R. 1 I Tract C" 1 Land Sec. 4 Go1f Course Plat Ir PD. 88, Pg. 20, B.CJL R-200Ad I L-143.12' W41•ea00• Match line Sheet i 5 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 INSTR # 114251313 Page 81 of 253 h LBO Mil 6750 NW 9TH COURT '%f , DJG Surveying and Mapping, Inc. MARHONEE FLORIDA 954-675-24463 ti EMAIL: ADMI N@DJGSURVEY.COM Sheet 8 of 45 , I I I I � I P 91 Soulhp¢ Blvd. NF Gmc, 1 Tnet T' Land Sec. 4 Golf Course Plat P.B. 29. Pa. 20. B.C.R. -- Sstloe )3 Trw IV E.tt i�nc I 7- It- sw L-117.11' D-90*MW I I I I R-100A0' Ir1A al' o-loria�e- Match line Sheet 16 v I� I I I I I 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 INSTR # 114251313 Page 82 of 253 IN LB# 7682 DJG Surveying and Mapping, Inc, PHONE: E: 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.dlusurvey.com Sheet 9 of 45 I I Southgate Blvd Tamamc Lanes — P.B. 85, Pg. 31, B.C.A 33 34 I 3 I 00 d �I 5�I I is I Richway at Tama= I I P.H. I lZ Pg. 13. B.C.16 I I I — — — Match tine Sheet 17 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 INSTR # 114251313 Page 83 of 253 `A LB# 7682 6750 NW 9TH COURT 944� DJG Surveying and Mapping, Inc. "�?H N FLORIDA 548 5 �343�D63 EMAIL: ADMINQDJGSURVEY.COM Legend P.O.B. - Point of Beginning P.O.C. —Point of Commencement P.O.T. — Point of Termination P.B. = Plat Book Pg. = Page Match line Sheet 19 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) Sheet 10 of 45 INSTR # 114251313 Page 84 of 253 IN 1750 NW 9TH COURT DJG Surveying and Mapping, Inc. PHONE; 95"75-7244 3 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Match line Sheet 3 R•1D5] Or I •- 4255]5' D•Il•<r21' Pmti®. I I 111. F. ITnet'A` P--I R-25 w 1.47.lr I70ar D-IO2•ID13• R-III L-61229 706.15' - D•197C09' N.W. 91.1 PtreN v.{� On.e 6450.Pe. dMack Woodmont Tract 57 I P.B. 107. PS 25. B.C.R. I al IN N � r/] I WoodmonlTract 57 P.B. 107. P`. 25. B.C.R N tV 37 S e TM joaoD. I I V � 'P69.1212-( I I 2 Hay Tnut "d• � I 'N215• Lend Sec. 4 Golf Course Plat R r51P P.B. 19. Pg 20. B.0 R. I Match line Sheet 20 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 INSTR # 114251313 Page 85 of 253 gfT�1 DJG Surveying and Mapping, Inc. MARGAT 63 PHONE: 954 675 7244 EMAIL: ADMINQa DJGSURVEY.COM Sheet 12 of 4S Match line Sheet 4 r--------------T Wondmoot Tract 47 I P,B. 101. Pg. 2, B.CR, Not Included I 4• Pad Ben, 66e•7910E 11•00rv2w Innl' Tna `B' `Ir161.9f •ll�cb ; i Dd7'97OT L`3453R-1307 I I p,p'ar [ ntPo� $ '��O..c. lD o-7e•Inl•� Y7. D.yvfas, Tnn� N.W. III m 91nt HI 0.it8. U50,l5.6p,BCR M tU � �I N � I � I tU I �I I I I I I I I IOAB.U$%I.s l.&CL I INo included - L Match line Sheet 21 L®gmd P.O.B. - Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. - Plat Book Pg. = Page B.C.R. - Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) INSTR # 114251313 Page 86 of 253 9; �4 DIG Surveying and Mapping, Inc. 11111 9TH COURT— MAPHONE: 954-675-724483 EMAIL: ADMIN@DJGSURVEY.COM $ www.digsurvey.com Sheet 13 of 45 Match line Sheet 5 lim1b F.L.T.F. (4OI) saff Yrim P-17000 L42i3V u.. FLTF, 8: IT a-D' (4MI 1-1747 DO' ds L-Id772' 0-19'01'�6' I > 70 9r N.w.Blsl z1 I y9034972'W OAB 6470, P/, 611,1, B,C.A N �Qj I^ �l �I I I� Woodin T7.B-CI P.B.05 Pg.nt .E. 107, Pe. 27, B_C.R Na Inducted I I IOka Nfi �7 d �a INar, I I Match line Sheet 22 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 = Ara Length P.B. — Plat Book D = Delta (Central Angle) Pg. = Page INSTR # 114251313 Page 87 of 253 DjG Surveying and Mapping, Inc. �N= i y LB# 7682 6750 9TH COURT MARGA PHON�9FLORIDA 5"755 24483 EMAIL: ADMIN@DJGSURVEY.COM www.digsurvey.com Sheet 74 of 45 Match line Sheet 6 Woodrttont Tract 49 I U P.H. I OS, Pg. 37, B.CJL I Not Included y I ' F1T F. tblll wi I a 0.-Sou oV ti 4276 YB I D•!1'l37T in 1-0 0 o N 4 J rC 1 Woodmont Tract 60 I IP.B. IDS, Pa 27. B.CA INot I Included I K•730,Oa Lwa.rr I o-xa•'!s• I e+av 321.4, Match line Sheet 5— Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. — Pout of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D - Delta (Central Angle) Pg. = Page INSTR # 114251313 Page 88 of 253 T 6750 NW 9TH COURT ,r*', DJG Surveying and Mapping, Intl EMAILPHONE:9DJGS -7244 COM ;9 www.djgsurvey.com t IR�360.ar — 1.266]6' D-11•0000• �•r I I I ti d to I ,jy I R-1167.Ob L 433]n D-22.1T12- Match line Sheet 7 R-230,MY —_ 1-33313 D-39'O0a0' oR 0 .4 ec R•200 ar .e L-203.95' D-79.00ar' .. Tact -D- Land Sec. 4 Golf Course Plat P.B. 89. Pg 20, RCIL R-230.W L-24%or L-7R26 R-3an L-379R 11-t6'32at' �`C,F ,� 41°pgdPe 04" I�� W1473JA I L-M.46' �6 D-11.26T0' �It' a3 RRS.OP L-37-W Match line Sheet 24 R-IDOAO' I.z44]r a76•arro• 1 R-anon L-162,44' D-R'Ori0• R,23000 L-17442' D-17•ll•36' R-1Saar � L•11401' 3.3236• .--1 rr a I P N U l P.O.B. I NEC— I T-1 E• I I Legend P.O.B. = Point of Beginning B.C.R. — Bmward 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 INSTR # 114251313 Page 89 of 253 % LB# 7682 � 675NW COURT ��D GSurveYin andMapMapping, Inc. MAAFLORIDA 33 63 PHONE: 95"757244 EMAIL: ADMIN@DJGSURVEY,COM Match line Sheet 8 Pbt limit R-1000 W t'619.W o-ss•socl• 3 ^ Woodmost Tract 51 P.B. 92, Pg. 32, B.C.& Not I=Iuw R-61000, I SE Cave, L-SLIT• im W-dmum h1- \ DM1l67Y 119VTM'W I 200" e N.W. S2od Sheet I DAB 6630, P1.611,BCR. S19"474'rW c.6a PAD NE Cave, I Tnct'r" t/•I I WDodmwt Tract 53 P.B. 95, Ps 11. B.C.a. Not Ineluded Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. —Plat Book Pg. — Page RN200P L"n 61' 0-20W 49" D.R.B. 6190,h 6tti Bc.1L latch e Sheet 25—yy — B.C.R. = Broward County Records R = Radius L = Arc Length D - Delta (Central Angle) Sheet 16 of 43 INSTR # 114251313 Page 90 of 253 ,A LBO 7682 MA DJG Surveying and Mapping, Inc. 6750 E. 9TH COURT ROATE, -733063 PHONE: 954-6754-575-7244 EMAIL: ADMIN@DJGSURVEY.COM IS www.diasurvey.com Sheet '17 oT 45 Match line Sheet 9 i I I N.W. 82nd Snset OAB. 6430. P/. fill, B.0 K 1$g I �IA �B 0 �I �I I I � Fort Lauderdale Truck Ferro Subdivision PA 4, Pg. 31, B.C.P- LI I I Match line Sheet 26 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 INSTR # 114251313 Page 91 of 253 1 ° ✓ O vPHO D1G Surveying and Mapping, Inc, L81 7662 9THCOURT 6750 RGFLORIDA ATE. M E:954-875724463 EMAIL; ADMINQc DJGSURVEY.COM www.djgsurvey.com Sheet 18 of 45 4 I I I I I I I� I V X W I•� S U I Match line Sheet 27 I I _ -- 4 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 INSTR # 114251313 Page 92 of 253 a LB# 7682 �I ,111 91H COURT MARGATE54.675-7 33063 DIG Surveying and Mapping, Inc, PHONE:: 054-675-7244 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Sheet 79 of 45 Match line Sheet 10 1 I I a 3 I p Tnn "H• _� I $Ye Lend Sec. 4 Golf i" Z Coytse Plat h I PJR.3, 89, Pg. 20, H �C Woodmont Tract 58 I IP.B.104,Pg.10,B.CR. I I I IN co �+ d .=� R"100 09' fA L-15704 17) yl o-voovar' ,�F N90'00m"E I,Zi 9194' V Tract„H" L-79274' I OtI l R•200" D9o'w'm, FFCSir "dAr D•70Y954" 190.41 I O.RB. 645Pg. canal99, B.C.R. I Not Included N 9Pm9o'a 110.79' IWoodmont Tract 62 I L P.B. 107, Pg. 35, B.C.R Not included a — -4 — Match line Sheet 28 — 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.H. = Plat Book D — Delta (Central Angle) Pg. a Page INSTR # 114251313 Page 93 of 253 750 NW 9TH COURT it , DJG Surveying and Mapping, Inc, M PHONE 954 67� 63 EMAIL! ADMINQDJGSURVEY.COM I I I woodmont Tract 57 P.B. 107' Pg.25, H.C.R. I i I I I Sheet 2D of 45 feet 11 �.w I I i I �I O.R.B. HJ0.h BBB,B.CR. _ I Nat Included I N sl � »I ICA N N �I � ICd I I � I Match line Sheet 29 —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.B. — Plat Book D = Delta (Central Angle) Pg. —page INSTR # 114251313 Page 94 of 253 LBO 7682 DJG Surveying and Mapping, Inc, 6750 E. 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN®DJGSURVEY.COM $ www.djgsurvey.com Sheet 21 of 45 Match line Sheet 12 �S Tnn'4' t and Sec. 4 Golf Course Plat P.B. U. Pg. 20. BEAL 4a WoodTract 59 o� !9 114. Pg Pg 17, B.CR ( Not Indudcd 0- N in ( 4G if tU Land Sec. 4 Golf Course Plat P.B. as, Pg. 20, B,CR Ia5 ( SWYI'25'W mill ( strtrss� ( fa.fl' baa'a27a.r L Match line Sheet 30 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 INSTR # 114251313 Page 95 of 253 LBO# 7682 675FLORIDA 9TH COURT*?,� SDJG Surveying and Mapping) Inc, MAE. 63 HOE954-6757244 ti EMAIL: ADMIN c@DJGSURVEY.COM I I I wuodmont Tract 59 P.B. 114, Pe, 17, B.CR Notl cluded I ( N i �I Sheet 22 of Sheet 13 � 1 1 } I Lakr ti ram, Ps , bat, 6,CA Not loduded I x i I �J 4 >� 12, A Nar4l"VE 4445, �----- — Match line Sheet 31 Legend P.O.B. = Point of Beginning P.O.C. — Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. — Page Tract "K• B.C.R. — Broward County Records R - Radius L = Arc Length D — Delta (Central Angle) t-0 U I� INSTR # 114251313 Page 96 of 253 �s DIG Surveying and Mapping, Inc, I *"- 6760 NW 9TH COURT MARGATE. FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMINCDJOSURVEY.COM www.digsurvey.com Sheet 23 of 45 Match line Sheet 14 --— — — — — — — — — -=L I I I � I I I Trace "M I I Ic�r3""°ya I I I N I R-170.0" N I W5997 N a.+ D-37.36ar ( y In �I �y I� . Dl TIHet 65 FL ( Pa. 9. 9191, Pg Id, H CR Not Included I Fr I R+110 I L-Z11.1T' I tT-1C607C R-9I7 Ri7O L"11t.69' L-157JO(raW) D•W'179P D-DVV3P R-101.00 L-I07r R-S.W D-94'I3'I6• I L-97.71' D-03-mr ,�,i�X6 8t7RT19'E JII.OP - ----J Match line Sheet 32 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 INSTR # 114251313 Page 97 of 253 OS 7682 6750 NW STH COURT ry�1 DEG Surveying and Mapping, Inc. MA RGATE, FLORIDA HONE:954-675-724463 EMAIL: ADMIN@DJGSURVEY.COM www.digsurvey.com Match line Sheet 15 _ i _ sheet 2a or as I I PR I11,, Pg. 11, tc.R. mI I A-1095�0' L-021.SJ n-u•uJr I I I I I RH19JOr I �� W91.9r D-1J•A91' I <t8 3. D-2sr�r n-9Jroa9o• z� ( I0 I Tree "E" Land Sec. 4 Golf Course Plat P.B. 88, PS. 20• B.C.R I N (V I,,, y I 43 CA IV I IA I R-2J0 I L-2tlJT (-1 n-1i•mu• ( IR-21.m I t.-392r n•fo•mo9- a I k I woodmont Tract 74 At 75 I Pa. 101. Ps. 39, B.c.R I Not kchW d I L end P.O.B. —Point of Beginning B.C.RR = Broward County Retards 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 INSTR # 114251313 Page 98 of 253 9; DJG Surveying and Mapping, Inc, MA FLORIDA 4 3 PHONE: I EMAIL: ADMIN@DJGSURVEY.COM www.diasurvev.com Sheet 25 of 45 Match line Sheet 16 I � I I � I I � I Not Included I I2 I � i� I 3ns33� 51 9f•93IW N!]']I'�I'W 511 ' N! W*22'W n426 00 L•]O] 0 r "fi-3672' t 6 sn'oouo.p N d I 107yq• d] it � I40 The Pines at Woodmow Condominium 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 INSTR # 114251313 Page 99 of 253 LB# 7682 6750 NW 9TH COURT rys � D]G Surveying and Mapping, Inc. MAPRGATE, FLORIDA HONE 954.675-724463 $ EMAIL: ADMINQDJGSURVEY.COM www.digsurvey.com Sheet 26 of 45 Match line Sheet 17 _ _ } Tract •E` � kn 4 d) d) Ne5'11/I•W �r ««��cc IOIJv i'L IN77939 V 707 v1'W 1)v $ h 16d Na included 'g V' Cm ey ORB 6430. ty 611.9 C R S61'4 'E � y O StS'<JM•W 6000C 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 INSTR # 114251313 Page 100 of 253 T 6750 NW 9TH COURT �s } DJG Surveying and Mapping, Inc, �^ Ho E: 954-675 724463 EMAIL: ADMIN®DJGSURVEY.COM b www.dlosurvev.com Match line Sheet 18 _ _ _ _ Shust 27 of 45 ( I i Woodmont Trsct 61 P.B. 96. Pg. 42, B.C.R. R-121W L-70 N' R•1omw L-OS U' D-12.25 * I I I i I I I (C4 N I� i� I„ I I I I Match line IMSheet 28 "n I8 I .y I� It. 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 INSTR # 114251313 Page 101 of 253 LB# 7682 �1 ; DJG Surveying and Mapping, Inc. MA PHONE: 675-7 434063 1 EMAIL: ADMIN@DJGSURVEY.COM www.djpaurvey.com Sheet 28 of 45 I —11 Match line Sheet 19 fw---------- --1 L•21826 D47•4T11• I 9 I Waodmoot Tract 62 P.B. 107, P& 35. B.C.R. Not Included I n•12n.71 _I D-13- 0 o-1ufoaa- I P.O B. tract ��r� N 9a-wow E T-1 •P Land See. 4 Golf Course Plat IP.B. BB,4 20, B.C.R. C'4 R-170,0a' w� N i I I v� M D-143'- D-1�]a7'aP IWoodmoot I Tract 67 P.B. I IS. Pa. 22, B.C.It WoodmootTract 67-A PA 92, Pa, 1, B.CJL Not lactuded I Carlat I IO R.B 6e50, h, ala, a LR I — Match line Sheet 33 Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. - Plat Book Pg. = Page B.C.R. = Broward County Records R = Radius L = Arc Length D - Delta (Central Angle) INSTR # 114251313 Page 102 of 253 % �{t,E DIG Surveying and Mapping, Inc. 6750 NW 9TH COURT —- M063 GATE, PHONEc 954 67FLORIDA 243 EMAIL: ADMIN@DJGSURVEY.COM www.diasurvey.com Sheet 29 of 45 Match line Sheet 20 — I I I I I � I Tract Ia I P9gt6 L .B z P4B z Not Wwaea I i I a sar s�amE Canal I I� O 0.H SUa, Pa- 4U4 E C A a-71.aP H 9a'aCOP'E Lao' L-1a7Jf' N M170'0a• In " rI I -72a 0a' .� -2N.at L rZI Un' D-tra0W ((n Tract • Land See. 4 GolfCoune Plat I a I P.B. as. P& 20, B.CJL I L, L-61a./S I I I I F.O.B. Twd" W oodtnont Tract 67-A°a P.B. 92, Ps. 1. B.C.R. Not loewded I � 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 = Delta (Central Angle) Pg. = Page INSTR # 114251313 Page 103 of 253 a' LB#i D G Surveying and Mapping, MARG Inc. 675A E, FLORIDA 9TFi COURT `„ 3 ✓ v HONE: 954.675 7244 63 EMAIL: ADMIN@DJGSURVEY.COM Sheet 30 of 45 i line Sheet 21 I _Match _ _ — _ I I I Tmet"K" Land Sea 4 Golf Coutse Plat I I P.B. 68, Pe. 20, B.0 R I IR-40OW I L-213.4r D-36sa21, I OBI I IM V �I i .5I I tb I lFFF- R-60.„il L-/9797 OMI•s714• tg I ,Ld, FSr I R-1 TnR •K" Ir121st.2191' - I Land Sec. 4 Golf Course Plat °-7t'41na I I P B S8, PS. 20. B.C.R. i R-130,W I V1330r R-7300r DM•77'3T t4177 e' I I D-IS•ITO]• f�. � I I r _ _ e ghee�. Match Iintt 35 I I Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page B.C.R. — Broward County Records R — Radius L - Arc Length D = Delta (Central Angle) INSTR # 114251313 Page 104 of 253 DJG Surveying and Mapping, Inc. 6750 NW 9TH COURT RGATE, FLORIDA MAPHONE: 954-675-724463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsutvay.com Match line Sheet 22 6�— �y I56p6 45 I I I Tract "K• Land Sec. 4 Golf Coume Plat I I P.B. BB, Pe. 20, B.CA I I I))096• I I R•6000' I 7r �y,N7 L., WT I I D<I06•N•17' 1 R-)0a ' L-205 11' D•39-11il'1C � � I TM•K• � � ItA Woodmont Tract 64 U I PB 95. PB 40, B.C.R. O I Neu t6cluded s I I I I I I I R-1970.0D' IrU},7p I U-t•16}6' Match line Sheet 36 J Legend P.O.B. = Point of Begirming 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 INSTR # 114251313 Page 105 of 253 T Inc.6750 DJG Surveying and Mapping, I C 8# 7682 NW STH COURT M PHONE: 954-6 5- FLORIDA244 EMAIL: ADMIN@DJGSURVEY.COM www.digsurvey.com Sheet 32 of 45 Match line Sheet 23� LiMu N I..c7 Iu Ia i Y.P. .ale ' a z b• I 1. t u en Ap 3m g. C < XI �I <. o :3 �I I I R. . •l9fOD7 L.19l77 n•w! zr I Match line Sheet 37 Legend P.O.B. = Point ofBe 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 Boole D = Delta (Central Angle) Pg. — Page INSTR # 114251313 Page 106 of 253 T LBO 7682 DJG Surveying and Mapping, Inc. 6750 NW 9TH COURT MARGATE, FLORIDA 33063 r , PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM S. www.djgsurvey.com Sheet 33 of 45 Match line Sheet 28 OAe 6/50. t 611,n CR I Not Included I I I Woodmont Tnct 67 I P.B. I11, Pg. 22, B.0 P_ 1 Not Induded I 1 I N � �I �I N iW � Q) �I IA � I U I I I I I I � I� I I I I 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 INSTR # 114251313 Page 107 of 253 LB# 7682 6750 NW 9TH COURT DJG Surveying and Mapping, Inc. MAPHONE: 954-67DAz34 3 G EMAIL: ADMIN@DJGSURVEY.COM Match line Sheet 29 Cat_Ie_a -- - 00.E 61450. PO 681.BC9 I Na I-I.ded I I 0� M65�I% Sheet 34 of 45 ,� - '4700• 0.-SS0.00 L-164.7F PI]•9095• 0.-19S0.00' L-17319• •� % a1. ih4)S'0530• 0.-11700P Ton "P' Land Sec.4 GoffCoursd Plot P.B. 89, Pg. 20, B.C.n rn J J 4+ y NU, A J� N L-In 21' S . � I wa•lsa• cc �i I I !I� I I ( � � a r Match line Sheet 38 Legend P.O.B. = Point of Baginning P.O.C. — Point of Commencement P.O.T. — Point of Termination P.B. = Plat Book Pg. = Page B.C.R. = Broward County Records R - Radius L = Arc Length D — Delta (Central Angle) INSTR # 114251313 Page 108 of 253 a LB# 7682 �F ; DJG Surveying and Mapping, Inc, 6750 E, 9TH COURT MARGATE, 54-675-733083 PHONE: 954-675-724A EMAIL: ADMINQDJOSURVEY.COM www.djgsurvey.com Sheet 3S of 45 Match line Sheet 30 a-lu9.lo' 6 I a L-It9.99' o-tvtne- su}s2e w S 03- 995• E35. ' S 73 W b I N16'J93TE I IOO.9a U-3W' 000 9a.a1 a4'S6'11' I � I I T..t "t)" M L•t13,11' —8I I uD-=17a9 Wao69 P.B.96,Pg.4,B CA Not oclda IMa�+ Ir'm/J �I r I -A I t ITmc(•O" Land Sec. 4 Golf Course Plat I Waodmoot Ttact 69 P.B. 88, Pa. 20, B.CJL IP.B 96, Pa 4, B.CA Trw "r Not lmlodcd I I _ T— I T.0 a• L by - Match line Sheet 39 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 INSTR # 114251313 Page 109 of 253 T LB# 7682 `tF � DJG Surveying and Mapping, Inc, MARGATE PHO E:, FLORIDA 954-675 24463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 36 of 45 Match line Sheet 31 R.ln4-ao I L11tJ.68' I C0. D4'41y 75 ts�e 11� �y0. 0.�100000 09-- � Plt'107J' I I I" I 21 Land Sec. 4 R Golf Course Plat g PB 88, Pg. 20, 9C.R ' Tnct "L" R-3 A' I D-32•ri99 I Y Q) to Woodmont Tract 70 ,cI � P.B 106, Pg 39, B.(:.R �I Rana oP Not Included Ub95AT �I I� �I I �I I Ln34 MOP 676 I D�117Du' I Woodmant Tract 70 I PE. 106, Pg. 39, B.0 R. Not Included .yam It-11ace"7 L�2f19T �lh�/yt, I D-H'7S11' canal 4 Notfueladed J 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 INSTR # 114251313 Page 110 of 253 LB# 7682 �t1 DIG Surveying and Mapping, Inc. 6750 NW 9TH COURT M ARGATE, FLORIDA 3 PHONE: 954 675 244 EMAIL: ADMIN@DJGSURVEY.COM wwwAlgsurvey.com Match line Sheet 32 It+$sQ y Not Included r�1 I a+ I(F.L.T.F.) I Was at Woodmonl Condo •�� ^'� I .0 Not I=hW d 2� Sheet 37 of 45 � I 3 IR-3100C L-291.V Pd9177/' I0.920 W 993'SSW L-a1IJ1' I 77550' R-1930 L-110 01' if S0' 1 TM'C NY'197a'Nr 91.aY ryKSPs1. Matt � 4 g{lf� 'a s !071 d UAr �1-6A'ST9T 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 — Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. —pap INSTR # 114251313 Page 111 of 253 96 LB# i 675NW COURT FLORIDA 63D G Surveying and Mapping, HONE 954 S757244 1 EMAIL: ADMIN r@DJGSURVEY.COM Sheet 38 of 4S Match line Sheet 34 I Cwl 0 0.6. a45a, Pa ti11, B C.a. Not Included 2� � N'l7yl�� E f T-1 Q. I Land Sec. 4 Golf Course Plat Pti,6B, Pe. 20, B.CJL I s� SySl� Can T— Tm'Q' I � (C/� N Cypress at Woodmonl III P.B. 107, P8. 4, WCA Not Included , II It 1 I Legend P.O.B. — Point of Beginning P.O.C. -Point of Commencement P.O.T. = Point of Telminetion P.B. — Plat Book Pg. = Page B.C.R. = Broward County Records R = Radius L — Arc Length D = Delta (Central Angle) INSTR # 114251313 Page 112 of 253 T DIG Surveying and Mapping, Inc, LB# 7682 6760 NW 9TH COURT RGATE, FLORIDA MA Ap ONE:954-675-724463 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Sheet 39 of 43 _Match line Sheet 35 OILS t B C R N96 '1S7�+R Not Included Not I 1 I T I ` I 1 3 I ft'fl � I 6II V in Lact'N' d tU I Land Sec.4 Golf Coum Plat P.B. 91, P& 20, 8 M I U� I.G � ed I I I I $ I I I IPDe I N99'm rw 235 e7 IW M.Nob Reed 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 TemTination L = Arc Length P.H. = Plat Book D = Delta (Central Angle) Pg. = Page INSTR # 114251313 Page 113 of 253 a LB# 7682 6750 NW 9TH COURT DJG Surveying and Mapping, Inc. M PHONE! 954 67DA234 EMAIL: ADM1N@DJGSURVEY.COM Match line Sheet 36 1 R-IIO aa' L•2so7r D-79Y92a• _F Al aIM Woodrn't Tract 71 P.B 105, P8. 14, B.C.R. Not Included R-75a.s0' L-]sl.lr o-26•sty I TM'fM w 1dcNab Road I Woodmout Tract 71 P.B. 105, Pg. 14, B.CJ:. Not Included R-]I0.00' L-7]I.I7.1 Sheet 40 of 45 I d N Tnet'M' Lend Sec. 4 Golf Course Plat 1 P.B. 68, Pe 20. B.C.R. Y I Woodmont Tract 72-Al P.D. 115, PC M. B.C.fI R-"&W L-nL98' D-15.1"r Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R e= Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. - Page INSTR # 114251313 Page 114 of 253 T L8# 7682 �16-#� DJG Surveying and Mapping, Inc. PHONE: E: 9COURT - MARGATE, FLORIDA 33063 PHONE: 954675-7244 S EMAIL: ADMINQDJGSURVEY.COM www.digaurvey.com Sheet 41 of 45 Match line Sheet 37 i016V `pe°t Trw NJ I = Lend Sec. 4 Golf Coumc Plat bsdt E, P9.62, Pa 20, B.CJL %. I R-am at A-36000' P 035 D-2a7a70' L-23a24' .h'� Teat'L- D-42145W S Itt Tnr39." R-30D.OP L-4003t D116-1t0/• ^� Woodmont tract 72-B P.B 1051PR. 191B.C.R L-227R-23a3t 3r 44' D-317112•' �0 R-338.54 -L-33631P R-1000t r+ D-36-547T L-130.10 p n D-e5•srsv w \ IR-100,W L-302T aV. w2euv' erC R-620no Lr20.w 0.357401- 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 INSTR # 114251313 Page 115 of 253 TLON 7682 6750 NW 9TH COURT 'M FLORIDA 63D G Surveying and Mapping, PHONE: 954 0757T44 EMAIL; ADMINQDJGSURVEY.COM wwwAl9survey.com Club House Pod r -- Tract "K" Land See. 4 Golf Course Plst (P.B. 88, Pg. 20, B.C.R) LAKE POD "C Tract l Land Sce.4 Coif CfC ourx Plat (P.B. 88, 4 20, B,CB.) 3 S 7 N 52"45'41" 9.5 ' 09*58'39" 256.57' Not Included Fort Ludedale Truck Frans (P.B. 04, Pg. 31, B.C.R) N 11"IT44" 22"04'10" E R=1,950,00 L = 12.21' D = 00"21'32" /P.O.B. Not Included Fort Laudedale Truck Frams (P.D. 04, Pg. 31, B.C.R.) mow/ POD R=120.00' "B" L =151.83' R = 300.00' N 72"36'51" E D = 72"2914 L-102.99' 23.61' D=19"38'59"►�;.� 40 R=100.00' S 87°2729" E L - 34.79' 98.13' D-19"55'40" ti Parcel Waodmonont Recreation Complex (P.B. 91, Pg. 49, B.C.%) o 489,437 Squate Feet 11.24 Acres NW R= 1,950.W--1 JPOG L=283S4' D - 09491211 Not Included Easternmost Sautbeast Comer Fort Laudedale Trudt Fnms Tract �„ (P.B. 04, Pg. 31, B.CR) Land Sea 4 Goff Cams, Plan (P.B. 99, Pg. 20, B.C.R) POD "F" Not Included Fort Laudedale Tntck I. (P.& 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 INSTR # 114251313 Page 116 of 253 �y DIG Surveying and Mapping, Inc, 6750 E, 9TH COURT Iv1ARG NE, 54-675-733063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM a www.diasurvev.com Sheet 43 d0t 45 LEGAL DESCRIPTION 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, Flaride, 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'I V05"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 89'3335" East, along said South right-of-way line and North boundary, 506.18 feet; thence South 00'0703" East, 399.13 feet; thence South 69'45'23" East, 379.53 feet; thence northeasterly along the arc of* tangent curve said curve being concave to the Northwest having a radius of 25D.00 tick a delta of 72'12'S1 ", an arc distance of 315.D9 feet; thence South 89'3315" East, 400.00 feet; thence North 00'09'03' West, 435.00 feet to a point of intetsection with said South right-of-way line of Southgate Boulevard and said North boundary of Tract A; thence South 89'3335" East, along South right of --way line and along the North boundary of said Tracts A and C, 1194.52 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 90.00'0D", an arc distance of 3927 feet; thence tangent to said curve South D0'2625" West, 84.00 feet; thence motherly along the are of a tangent curve, said curve being concave to the Wert having a radius of 200.00 feet, a delta of 34' 1833", an arc distance of 119.76 feet; theme 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 -or --way receded in Official Records Book 6450, Page 688, of the Public Records of Browud County, Florida, said point also being a point on them Ufa non -tangent curve (radial line thin said point beats South 28.3558" West); theme northwesterly along aid right -or way line and dung the arc of said curve being concave to the Southwest having a radius of 280AD feet, a delta of 28"093I m arc distance of 137.61 feet: thence tangent to said cum North 89'3335" West, along said rigbiof--way line, 650.00 feet; thence southwesterly along said right-of-way line and along the arc ors. tangent curve, said curve being concave to the Southwast having a radius of 180.00 fact, a delta of 90.00'00", an are distance of 282.74 feet; them tangent to said curve South 00"2625' West, along said right-ofway line and along the East boundary of add Tract A, 72.90 feet; thence Southwesterly along them are Tangent curve, said curve belos concave to the Northwest having a radius of 300.00 feet, a delta of I8'OY35', an we distance of 146.92 feet; thence tangent to said curve South 28.30'0D" West, along add right-of-way line and along said East boundary, 287.48 feet to a point on the arc Ufa non -tangent curve ( radial line thru said point bears North 07'4643" East); thence westerly slang them of 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, 3926 feet; thence North l0'30'00" West, 160.87 feel; thence South 79'30'0V West, 478.61 feet; thence westerly along the am of a wigent curve, said awe being concave to the North having a radius of 350.00 feet, a delta of 46' 19'55', an am distance of 283.D3 feak thence tangent to said curve North 5441 n5" West. 62127 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 sac distance of 113.10 feet; thence reagent to said curve South 17'49'55' West, 372.42 feet to a point of intersection, with the West boundary of said Section 4; thence South 00'r0V5" East, along said West boundary, 185.00 feet; thence South 84' I0'05" East, 140.74 feet; thence easterly along the am of a tangent curve, sad cum being concave to the South having a radius of 3DO.DO feet, a delta of 26.00'00", an am distance of 136.14 feet; thence tangent to said curve South 58.10'05" East, 775.64 feet to a point an the arc of a mo-tangent curve (radial line tins said point bears South 68039'54" 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 sac distance of 31.58 feet thence tangent to said curve South l3.4742' West, 10.01 feet; thence southwesterly along the we of a tangent curve, said curve being concave to the Northwest having a radius of 25.00 feet, a delta of 95'2633", an am distance of 41.65 feet to a point of intersection with the northerly right-of-way line orNW. gist Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Bmward County, Florida, said point also being a point of compound curvature; thence westerly along said northerly riwbtof--way line and along the arc of a tangent curve being concave to the North having a radius of 1.395.00 feet, a delta of 0043'43%an ens distance of 17.74 feet; thence tangent to sold carve North 70102*03" West, along said northerly right-of-way tine and along the southerly boundary of said Tracts B and A, 46199 feet; thence westerly along said northerly right-of-way line and along the am of a tangent curve, add curve being concave to the South having a radius of 1270.00 feet, a delta of 19030'09", an am distance of 43229 feet; thence tangent to said curve North 89'32'12" Weak slang said rigbt-of-way lice, 2D6.15 feet; thence northwesterly along the sac of a tangent curve, mid curve being concave to the Northeast having a radius of25.0o feet a delta of IOr I073", an am distance of44.58 feet to a point of reverse curvature, said point aM being an the East right-of-way line of N. W. 88th Avenue, as recorded an Official Records Book 4747, Page 193. of the Public Records of Browsed County, Florida; thence northerly along said right-of-way line (said Hue also being the West boundary of mid Tract A), and along the am ofa, tangent curve, said curve being concave to the West having a radius of 1053.00 feet, a delta of 12°4821", an am distance of 23535 feet; thence tangent to said curve North 00'I0'0S" West, along said West boundary of Tract A, 969.69 feel; thence northeasterly along the am of a Tangent curve, said curve being concave to the Southeast having a radius of 25.00 leek a delta of 90'3630 an ens distance of 39.54 feet to a point on said South rightaf-way line of Southgate Boulevard; theme South 89.3335" East, along said South right-of-way line, 171.74 feet to the POINT OF BEGINNING. TOGETHER WITH A portion ofTracl C of said LAND SEC. 4 GOLF COURSE PLAT and a portion of FORT IAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 Ent, described as f)[100 : BEGINNING at the most uardsmatedy comer of said Tract C; thence South 00' 12'16' East, slong the East boundary of said Tract C, 132397 feet to a point on the northerly right -of --way line of N.W. Cud Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; theme South 89*47*44" Wet, along said northerly rigbtof-way line and along the South boundary of said Tract C, 200.00 feet; thence westerly along said northerly rightoF-way line and along the sae of a tangent curve, said cum being couceve to the South having a radiro of 680.00 feet, a delta of 4'26'S8', an am distance of 52.91 feet to the Southeast comer of WOODMONT TRACT 51, according to the Plat Wceot as recorded in Plat Book 92, Page 32, ofthe Public Records of Broward County, Florida; thence North 04139'14* West, along the caterly boundary ofmid WOODMONT TRACT 51, 361.56 kit; thence northwesterly along the boundary of said WOODMONT TRACT 51 and along the am of a toward curve, said curve being concave to the Southwest laving a radius of I OOAO feel, a delta of 102'20.461, an we dies•""' of 178.63 feet to a point of compound curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the am of a taowent awe, said curve being concave to the Southeast having a radius of 1000.00 fat, a delta of 3S'30'00", an arc ttietance of 619.59 feet to a point of compared curvature; Theme southerly almag the boundary of said WOODMONT TRACT 51 and along the am of a teogeot awe, said owe being concave to the East having a radius of 200.00 feet, a delta of 7D'NOV. an am diwnce of 24435 ket; thence Tangent to said curve South 32'30'00" East, along said boundary of WOODMONT TRACT S 1, 17120 her to a point ofcusp; INSTR # 114251313 Page 117 of 253 LB# 766750 NW STH COURT 82 DJG Surveying and Mapping, Inc. MAPRGATE,HONE: 954 67DA7 44 63 EMAIL: ADMIN@DJGSURVEY.COM LEGAL DESCRIPTION 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 Bmward County, Florida, and along the arc ore tangent turn, said curve being concave to the Southwest and having a radius of 230.00 feet; a delta of 43'32'S6", an me distance of 174.92 feel 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 150.0 feel, a delta of 62'02'S6", to 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 290.00 feel a delta of 59'004D0", an arc distance of288.33 feet; thence tangent to said curve North 73'00'DO' 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 me distance of 143.12 feel; thence tangent to said curve Noel 32100'00" West, along said right -of --way line, 650.00 feet; thence northwesterly along said right-oFway fine and along the me of a tangent curve, said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 17'OBOI', an arc distance of 83.57 feet; thence North 34645100' East, 75,SS feet; thence northerly along the ere of a tangent curve, said curve being concave to the West having a radius of260.00 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 ore tangent curve, said curve being concave to the Southeast having a radius of25.00 feet, a delta of 79'S3.45", an arc distance of 34.96 feet; thence tangent to said turn South 72.24'17' East, 31.18 feet; thence southeasterly along the ate of a tangent curve being concave to the Northeast having a radius of 730.00 feet, a delta of 337'17", an arc distance of 46.14 feet; theme South 00.2625' West, 3139 feet; thence southerly along the arc of a tangent curve, said curve being concave to the Ent having a radius of 200.00 fat a delis of 27'1135', an arc distance of 94.92 feet; thence North 89.3126* East, 162.02 feet; thence easterly along the etc of a tangent curve being concave to the South having a radius of 400.0D feet, a delta of 42'4343", an am distance a f 298.30 feet to a point of reverse curvature; thence southeasterly along the etc ore tangent curve, said curve being concave to the Northeast having a radius of 540.00 feet, a delta of44'4843', an arc distance of 42234 feet; thence tangent to said curve North 87'26'25" Ent, 535.00 feat; thence northeasterly along the see of a tangent curve, said curve being concave to the Northwest having a radius of 75.00 fat, a delta of 90'00'00", an are distance of 117.81 feet; thence tangent to said curve North 02'33'35' West, 130.00 feel; 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 90'00'00", an are, distance of 117.91 feet thence tangent to add curve South 87°2625" West, 535.00 feet; thence Northwesterly along the arc ore tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta of43'OD'00", an are, distance of 195.13 feet to a point ofrevese curvature; thence northwesterly along the arc of a tangent curve, said curve being concave to the Southwest laving 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 wettaly along the arc ore tangent curve, said curve being concave to the North having a radius of 563.00 feet, a delta of 18*28'53", an arc distance of 18225 het; thence North 84.2271' West, 79.51 fat; thence North 00'2625" Ent, 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'DD100", an etc distance of 39.27 feet to a point on the South right-of-way line of Southgate Boulevard; thence tangent to said curve South 899335" Ent, along the said South right-of-way, I775.00 fat to the POINT OF BEGBeMG. ALSO TOGETHER WITH A portion of Taut D of said LAND SEC. 4 GOLF COURSE PLAT and a portion of said FORT LAUDERDALE TRUCK FARMS SUBDIVISION afSection 4, Township 49 South, Range 41 East described as follows: Beginning at the most southwesterly comer of said Tract D; thence North 14*0013" 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, ofthe Public Records of Bmwmd County, Florida, 40.24 feet; thence northeasterly along said right-of-way line and along the me of a tangent curve, said curve being concave to the Southeast having a radius of 100.00 feel, a delta of 92'47'07', an arc distance of 161.94 feel 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 190.00 feet, a delta of 78' 1721 ", an arc distance of245.95 feet thence tangent to said curve North 2890'00" East 425.79 feet to a point oa the me of a non -tangent curve (radial Use thm said point bean North 01'47'S8" West; thence northeasterly along the arc of said curve being concave to the Northwest having a radius of 390.OD fat a delta of 16112'021, an arc distance of 123.80 feet thence tagent to said can North 70100W' East 430.00 feet; them North 87"OD'g0" Est 790.00 het to a point an the aforesaid canal right of way; thence South 32'00'OO' East, along said right-of-way line, 276.10 het thence southeasterly along said right-of-way line and along the we ore tangent curve, said curve being concave to the Northeast having a radius of 280.00 het, a delta of 41'OIy00', an arc distance of 200.36 her; thence tangent to said carve South 73'0000" East along said right-of-way, Ban, 80.00 fat thence southeasterly along said right-of-way tine and along the arc of a tangent curve, avid cave being concave to the Southwest having a radius of 200.00 het, a delta of 59'00'00", an are: distance of 20595 feet thence tangent to raid carve South 14'00'00" East, along said right-of-way line, 169.36 feet thence southeasterly along said right-of-way line and almrg the am of a tangent curve, said curve being concave to the Northeast having a radius of 230.00 feet, a delta of62'02'56", an am distance of249.08 feel to a point of reverse curvature; thence southeasterly along said right-of-way line and along the arc ore tangent curve , said carve being concave to the Southwest having a radius of I50.00 het a delta of 43.3T56', an am distance of 114.01 fat thence tangent to said curve South 32'30'00' East, along said right-of-way line, 50.D0 fed to a point on the northerly right-of-way line of N.W. 82od Street, as recorded in Official Records Book 6450. Page 688, of the Public Retards of Broward County, Florida-, thence South 497I'Se West, along said right-of-way line 273.71 fat thence southwestefly along the arc Ufa tangent nave, said curve being concave to the Northwest having a radius of 1395.00 feet a delta of 14'28'041, an sec distance of 352.26 fat thence tangent to said curve South 64'00'DO' Weak along said right-of-way Brae, 36.78 feet thence westerly along the ate Ufa tangent curve, said carve being concave to the North having a radius of 25.00 feet, a delta of 86*52W, an sm distance of 37.90 feet to a point of reverse curvature; thence wrthwestedy long the northerly right-of-way line of N.W. 81st Street as recorded in said Official Records Book 6450, Page 688 end along the arc of tangent curve, said awe being concave to the Southwest having a radius of 1165.00 fat, a delta of 22' 18`12', an are distance of 453.50 fat to a point an the arc ore radially tangent curve; thence northerly along the arc ofa tangent curve, said awe being concave to the West having a radius of 30D.00 fat, a delta of 52'5297", an am distance of276.88 fed; thence tangent to said curve North 14' 1841" West 90.00 feet thence Noel 24°06'06" Weak 43526 feet theme northwesterly along the are of a tangent curve, said curve being concave to the Southwest having a radius of I00.00 het a delta of 831041D2', an am distance of 14498 fed; thence tangent to said curve South 72'49S2' Weak 501.42 hat thence South 69' 19152' West, 362.19 het thence: southerly along the ere of a tangent awe, said Gave being concave to the Ent having a radius of 170.00 het, adelta of 76'W'00", an ant distance of 225.50 fed; thence tangent to said curve South 06'40'OB' Eau 137.18 feet to a point on said northerly right -of -wry Wee ofN.W. 81 st Street thence South 83'19152" West along said rigbi-of-way, fine, 20897 het; thence westerly slang said right-of-way tine and along the am Ufa tangent awe, said awe being concave to the North having a radius of 139$.OD ftet a delta of 19'Ol'46", an me distance of 463.32 fed to the POINT OF BEGINNING. INSTR # 114251313 Page 118 of 253 aw , DIG Surveying and Mapping, Inc. 6750 , 9TH COURT MARGATEFLORIDA 33083 PHONE: 954-675-7244 EMAIL: ADMINQa DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION s�aeet45ot45 ALSO TOGETHER WITH of said Tract D described as follows: INNING at the most northerly and westerly corner of said Tract D; thence South 61830'DO" East, 206.31 feet; thence South 70°00'DO" ,235.30 feet; thence southwesterly along the arc of a tangent curve being concave to the Northwest having a radius of 33D,00 feel, a of 1165353", 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 rds Book 6450, Page 689 of the Public Records of Broward County, Florida; thence North 28"3000" Flat, along said right-of-way One, ,9 feet to the POINT OF BEGINNING. TOGETHER WITH E and F of Bald LAND SEC. 4 GOLF COURSE PLAT. c G. H, 1, I, K, L. M, N, O, P, and Q, LAND SEC, 4 GOLF COURSE PLAT, according to the Plat thereof = recorded in Plat Book $8. 20 of the Public Records of Broward County, Florida. "A", WOODMONT RECREATION COMPLEX, according to the plat thereof as recorded in Plat Book 91, Page 49, of the Public Is of Broward County, Florida. lends lying and being in the City of Tamarac, Broward County, Florida, and containing 285.00 acres, more or less. 5 THE FOLLOWING CLUB HOUSE POD portion of Tract "K", Land Sec 4 Golf Course Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Bmward County, orids, and a portion of Parcel "A", Woodmont Recreation Compla, as recorded in Plat Book 91, Page 49, of the Public Records of award County, Florida, all being more par6culariy described as follows: ranmencinif at the Easternmost Southeast corner of said Tract "V, said point being a point on the North Hoe of NW 75th Street as scribed in Official Records Book 6450, Page 699, and a point on the am of a circular curve, concave to the South, having a radius of 750.00 feet and a central angle of 00"21'32', a radial line bears from said point South 08° I8'l8" East; unce, Easterly along the arc of said curve, an are distance of 12.21 feet to the Point ofBeglnning; unce, North 22104'l01 East, a distance of 315.71 feet; unce, North I I * 17'44" Eau, a distance of 349.63 feet; teem, North 09.58'39" West, a distance of 256-57 feet; hence, North 52145%V West, a distance of 95.76 feet, hence, South 97'44' 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 10.00 feet and a central angle of 19138159"; nance, Northeasterly along the are of said curve, an arc distance of 102.89 feet to the point of taagency; acoce, North 72.3G5V East, a distance of 23.61 feet to the point of curvature of a circular Curve, concave to the South, having a radius of 10.00 feet and a central angle of 191SS40% hence, Northeasterly along the arc of said curve, an are distance of 34.78 fed to the point of tangency; hence, South 8T27129" fast, a distance of 99.13 feet to a point on the arc of a circular curve, concave to the North, having a radius of A.00 fed and a central angle of 7212941"; a radial line bears from said point North 50'42'59" East; hence, Southeasterly along the are of said curve, an are distance of 151.93 fed to a point on the West One ofNW 90th Avenue; hence, South 21'00'00" West, along said West line, a distance of 273.62 fed to the point of Curvature of a Circular Curve, coouve to the art, having a radius of 1.950.00 fed and a central angle of 184345"; hence, Southerly along the arc of said curve, and the West line of NW 80th Avenue, an arc distance of 637.43 fat to the point of reverse uvatum of a circular curve concave Northwesteriy having a radius of 25.00 fat and a central angle of 88'06'50"; hence, Southwesterly along the are of aid curve, and the North fine of 75th Street, an arc distance of 38.45 feet to the point of tangency; hence, North 89'36'55" West, along the North fine of 75th Street, a distance of 264.00 feet to the point of curvatue of a Circular curve, meave to the South, having a radius of 1950.00 fed and a central angle of 08.19152"; hence, Southwesterly along the are of said curve, and the North line of NW 75th Street, an tee distance of 28354 fed to the Point of lands lying and being in the City of Tamarac, Broward County, Florida, and containing 489,437 square feet (1124 saes) more or leas. INSTR # 114251313 Page 119 of 253 EXHIBIT w-I" CONSOLIDATED, AMENDED AND RESTATED AMENDMENT COVENANT INSTR # 114251313 Page 120 of 253 INSTR # 112470779, OR BK 51017 PG 719, Page 1 of 96, Recorded 08/15/2014 at 11:17 AM, Broward County Commission, Deputy Clerk 1016 A Return to: (enclose self-addressed stamped envelope) This Instrument Prepared by: Scott Backman, Esq. Dunay, Miskel, Backman & Blattner 14 SE 4" Street, Suite 36 Boca Raton, Florida 33432 CONSOLIDATED, AMENDED AND RESTATED COVENANT THIS ONSOLIDATED, AMENDED AND RESTATED COVENANT made this day of 2014 ("Covenant") by the undersigned WOODMONT COUNTRY CLUB, INC., a Florida corporation, having an address at 7801 N.W. 80t" 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..88th 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 cf that certain Corrective Vacation of Covenant recorded in Official Records Book 9455, at Page <a-- 783, each of the foregoing being recorded amongst the Public Records of Broward County, 9 Florida (collectively, the "Consolidated Covenant"); and 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 .• v ^NUF qb _.',,iDA33321 tii',;Cl::rksDept �.' 81� '•t �-pie-,r- ?:„'�e : mot,•.. INSTR # 114251313 Page 121 of 253 INSTR # 112470779, OR BK 51017 PG 720, Page 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, drivinglaqua 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 # 114251313 Page 122 of 253 INSTR # 112470779, OR HK 51017 PG 721, Page 3 of 96 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. S. 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 12014. Notary Public Typed, printed or stamped name of Notary Public My Commission Expires: INSTR # 114251313 Page 123 of 253 INSTR 4 112470779, OR BK 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 Exhibit "D". TNT /� ,e. WITNESS — PRINT NAME W LLET Tt- _ l l�Sa'y WITNESS — PRINT NAME ATTEST: Pa City Clerk Date: ��ttinutgri IWAR e`\SNED : o' E %N f"6 O _ 4L 11111111110, CITY OFT RAC: Harry ressler, Mayor Dt Michael Cemech, City Manager 7 - (c) —i 1-{ Date: Approyed a/o fWi and legal sufficiency: PSa(kuel . G ./e , City Attorney Date: INSTR # 114251313 Page 124 of 253 INSTR #1 112470779, OR BK 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 day of �, 2014. Carmduldt#EE 128700 Notary Public, State of Florida E1tpItM D�DYnb1r 12, 2016 rw�evtwrhi�w.wertwoa �- 1 l ; o' W-?n b © #J 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 ofthe 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 �� day of , 2014. 10uummiwPA" EE 178700 E*.D.dw1;4016 Notary Public, StateofFlorida rrn.r.rsrr.marnti �115����b�,J My Commission Expires: Typed, printed or stamped name of Notary Public INSTR # 114251313 Page 125 of 253 INSTR # 112470779, OR BK 51017 PG 724, Page 6 of 96 EXHIBIT "A" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT ORIGINAL GOLF COURSE INSTR # 114251313 Page 126 of 253 INSTR # 112470779, OR BK 51017 PG 725, Page 7 of 96 Legal Description of Developer's Property PARCEL I: Tracts G, H, I, I, K, L, M, N, 0, P and Q, LAND SEC, 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in Plat Book 98, 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 plot thereof, as recorded in Plat Book 89, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALETRUCK FARMS SUBDIVISION of Section 4, Tewaship49 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 Easy thence North 00' IP05" Wes, along the West boundary of said Section 4, 633 feet to the POINT OF BEGINNING, said point also being an the South righr-oPway 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.Is feet; thence South 00s09'03" East 189.13 feet' thence South 6945'23" East, 37953 lacy 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 72'1751", an arc distance of 315,09 feet' thence South 89°.13'35" East, 400,00 feet; thence North 00'09VY 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 Tiro and along the North boundary of Bald Tracts A and C, 1184.52 feet; thence southeasterly along the arc are tangent curve, sold curve being concave to the Southwest having a radius of 25,00 fee, a delta of 9010000"u an are distance of 39.27 fat: 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 MOM fee, a delta of 34' IBM% an arc distance of 119.76 fear, thence tangent to said curve South 34145VO" 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 689, of the Public Records of Broward County, Florida, said point also being a point on the arc of a non -tangent curve (radial Bne thru said point bears South 2035'58" West); thence northwesterly along said right-of-way fine and along the arc of said curve being concave to die Southwest having a radius of 280.00 feet, a dean of 26"09'31', an arc distance of 137.61 leer, thence teapot to said curve North 1193335" West, along mid ritht-of-way line, 650.00 fact, chance southwesterly along said rigluof-way line and along the we of a tangent curve, said curve being concave to the Southeast having a radius of 1110.00 feet, a delta of 90'00'00", an arc distance of 282.74 fear, thence tangent to said curve South 0012675' West, along said rightof--way line and along the East boundary of said Tract A, 72.90 feet; thence southwesterly along the are of a tangent curve, said curve being concave to the Northwest having a radius of 3M.00 feet, a deha of 28'0315% 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. 287.49 feet to a point on the are of a aan-tangent curve (radial line thru mid point bears North 07'4643" East); thence westerly along the arc of said curve being concave to the North having a radius of 330.00 feet, a delta of 3'18'02', 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 160.97 fee; then= South 7990'00" West, 478.61 feet' thence wastedy along the we of a tangent curve, said curve being concave to de North having a radius of 350.00 feet, a delta of 46.1955", an are distance of 233.03 feet; thence tangent to said curve North 54,1905" West, 621.27 feet; theatre southwesterly along the art of a tangent curve said curve being concave to the Southeast having a radius of 60.00 feet, a delta of 108°0000', an we distance of 113.10 fa; thence tangent to said carve South 17'49'55' West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00110'05" Page I of 9 INSTR # 114251313 Page 127 of 253 INSTR # 112470779, OR BK 51017 PG 726, Page 8 of 96 Fast, along said West boundary, 185,00 feet; thence South 84" 1005" East, 140.74 feet; thence easterly along the arc of a tangent curve, said curve being concave to the South having a radius of 3DO.00 feet, a delta of 26"DO'00", on arc distance of 136.14 feet; thence tangent to said curve South 58s10'05" East, 775.64 feet to a point on the arc of a non -tangent curve (radial line thru said point bears South 68*3934" East); thence Southwesterly along the arc of said curve being concave to the Southeast having a radius of240.00 feet, a delta of 7"3T24', un ate distanceof 31.58 feet; thence tangent to said curve South 13°4742" West, ID.01 feet thence southwesterly along the am 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 Sweet, 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`0203" 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 19'3909", are distance of 432.29 feet; thence tangent to said curve North 89132'12" West, along said right-of-way line, 206,15 feet; thence northwesterly along the am of a tangent curve, aid curve being comove to the Northeast having a radius of 25.00 feet, a delta of 102110'28", An arc distance of 44.58 feel to a point of reverse curvature, aid 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 the Public Records of Broward County, Florida; thence northerly along aid right -or -way line (aid line also being the West boundary of said Tract A), and along the ere of a tangent curve, said curve being concave to the West having a radius of 1053.00 feet, a delta of 1264821", an ere distance of 235.35 feet, thence tangent to said curve North 00a10'05" 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 75.00 fear, a delta of 90036'30", an am distance of 39.54 fat to a point on said South right-cf-way line of Southgate Boulevard; thence South 8913115' East, along aid 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 to the plat thereof, its recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION ofSec6an4,Townchip49 South, Range41 Past, 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 00'12'16' East, along the Ent 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 689, of the Public Records of Broward County, Florida; thence South 89'47'44' West, along said northerly right -of --way fine and along the South boundary of said Tract C, 200.00 feet; thence westerly along said northerly right -Of -way line and along the am of a tangent curve, said curve being concave to the South having a radius of 680.00 feet, a dolts of 4'2658", an arc distance of 52.81 feet to the Southeast coma of WOODMONT TRACT 51, According to the Plat thereof, as recorded in Plat Book 92, Page 32. of the Public Records of Broward County, Florids: thence North 04139'14" Wert, 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 an: ore tangent curve, said curve being concave to the Sonhhwest 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; theme southwemrly Along the boundary of said WOODMONT TRACT 51 and along the sm of a tangent curve, said curve being comove to the Southeast having a radius of 1000.00 far, a delta of 35'30'00", an arc distance of 619.59 feat to a point of compound curvature; thence southerly along aim boundary of said WDODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Eat having a radius of 200.01) feet, a delta of 70.0000", an arc distance of 244.35 fat; Them tangent to aid curve South 32.301)0" East, along aid boundary of WOODMONT TRACT 51. 171.20 feet to a point of cusp; thence northwesterly along the boundary of that certain caul right -of --way asrewrded in Official Retards Book 6450, Page 686, of the Public Records of Broward County, Fluids, and along the we of a tangent curve, said curve being concave to the Southwest and having a radius of 230.00 feet, a delta of 43.32'56", an arc distance of Page 2 of 9 INSTR # 114251313 Page 128 of 253 INSTR # 112470779, OR BK 51017 PG 727, Page 9 0£ 96 174.92 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc oft tangent curve said curve being concave to the Northeast having a radius of 150.00 feel, a delta of 62u02'S6 an arc distance of 162A4 feel thence tangent to said curve North 14*00'O1)" 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 feel, a delta of 59'00'00", an we distance of 28833 feel; thence tangent to said curve North 73"00'00" West, along said right-of-way line, an arc distance of 80.00 feel; 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 it V00'00", an arc distance of 143.12 feet; thence tangent to said curve North 32?0700" 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 17u06'01 ", an arc distance of 93.57 feet; thence North 34145'00" 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"O303 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 7915345% an arc distance of 34.86 feet; thence tangent tm 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 3037'17", an are distance of 46. 14 feet; thence South ODu2625" 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 27u 11'35', an arc distance of 94.92 feet; thence North 8913126' East, 162.02 feet; thence easterly along the are of a tangent curve being concave to the South having a radius of 400.DO feet, a delta of 4224343', an arc distance of 29830 fat to a point of reverse curvature; thence southeasterly along she 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 8712625" 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 90u0010", an are distance of 11,7.81 feet; thence tangent to said curve North 02u33'35" West, l X00 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 90PW00", an we distance of 117.81 feet; thence tangent to said curve South 872625" West, 535.00 feet; thence northwesterly along the arc of a rangers curve, said curve being concave to the Northeast having a radius of 260,00 feet, a delta of 43"00w", an arc distance of 105.13 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 10 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 I8128'53", an are distance of 192.25 feet; thence North 84022'31" West, 7961 feu; thence North O0u26'25" Ent. 35.00 feet; theme 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 90a00'DO", 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`3335" East, along the said South right-of-way line, 1775.00 feet to the POINT OF BEGINNING. PARCEL4 A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 68, 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 EasL according to the plat thereof, as recorded in Plat Book 4, Page 31. described as follows: BEGINNING st the moat southwesterly carnet of said Traci 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 699, of the Public Records of Broward County, Florida, 40.24 feet; thence northeasterly along said right-of-way Her 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 9247S7"i an arc distance of 161.94 feet to a point of reverse curvature; Bence northeasterly along said dghlof-way, line and along the ere of a tangent curve, said curve being concave to the Northwest having a radius of 180.00 feel a delta of 78. 17'21", an are distance of 245.95 feu; thence tangent to said curve North 29130100' East, 425.78 feet to a point on the arc of a non-tangam curve Page 3 of 9 INSTR # 114251313 Page 129 of 253 INSTR # 112470779, OR BK 51017 PG 72E, Page 10 of 96 (radial line Oru said point bears North 01"47'58" West); theme northeasterly along the arc of said curve being concave to the Northwest having a radius of 390.00 feet; a delta of I8'12'02", mare distance of 123.89 feet; thence tangent to said curve North 70"0D'00" East, 430,00 feet; thence North 8700000" 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 feel; 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 41d00'00% an arc distance of 200.36 feel; thence tangent to said curve South 7Y00'00" East, along said right-of-way line, 80.00 feet; thence southeasterly along said right-of-way line and along the an 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 we distance of 205.95 feet; thence tangent to avid curve South 14'0000" East, along said right-of-way line, 169.36 feel; thence southeasterly along said righl-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 0(62-02-56", an arc distance of 249.08 feel 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 I50.00 feet, a delta of 43'32'S6", an arc distance of 114.01 feet; thence tangent to said curve South 32d30'00" East, along said right-of-way line, 30.00 het to a point on the northerly right-of-way line of N.W. g2nd Strsel, at recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; thence South 4913 ['56" West, along said right-of-way line 273.71 feel; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feel, a delta of 1462B'04", An arc distance of 352.26 feel; thence tangent to said curve South 64100'00" West, along said right-of-way line, 36.78 feet; thence westerly along the arc of atangentcurve said curve being concave to the North having a radius of 25.00 feet, a delta of 8615211)8", 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 are of a tangent curve, said curve tieing concave to the Southwest having a radius of 1165.00 feet, a delta of 22' 1 B' 12"r an arc distance of 453.50 feet to a point on the arc of a radically tangent curve; thence northerly along the arcof a tangent curve, said curve being concave to the West having a radius of 300.00 feet, a delta of 52d52'37", an arc distance of 276.86 feel; thence tangent to said curve North 14'1g'41" West, 90.00 feet; thence North 2410806" West, 435.26 feet; thence northwesterly along the ere 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 are distance of 144.98 feet; thence tangent to said curve South 72u4952" West, 501.42 feet; thence South 69' 19'32" West, 362.18 feet; thence southerly along the are of a tangent eurvc, said curve being concave to the East having a radius of 170.00 feet, a delta of 76d00100', an arc distance of 225.50 feel; thence tangent to said curve South 06d40'08" East 137.19 feu to a Point on said northerly right -of""way line of N.W. 8 1 at Street; thence South 93619'52" West, along said right-of-way, lint, 209.97 feu; thence westerly along said right-of-way line and Along the am of A tangent curve said curve bung 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 theeof, As recorded in Plat Book 88, Page 20, of the Public Records of Bmward County, Florida, described as follows, BEGINNING at the most northerly and westerly comer of said Tract D; thence South 01'30'00" East, 206.31 fact; thence South 70'00'00" West, 235.30 feet; thence southwesterly along the are of a tangent curve being concave to the Northwest having a radius of 330.00 feel, a delta of 11.53'53", an arc distance of 68.53 That to a point on the right-of-way of that certain canal right-of-way as recorded In Official Records Hook 6450, Page 688 of the Public Records of Broward County, Florida; thence North 28'30'0D" East, along said right-af-way fine, 222.49 feel to the POW OF BEGINNING. PARCEL6: TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as rammed in Plat Book 88, Page 20, of the Public Records of Bmward County, Florida. Page 4 of 9 INSTR # 114251313 Page 130 of 253 INSTR p 112470779, OR BK 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 88, Page 20, of the Public Records of Browatd County, Florida, and a portion of FORT LAUDERDAL.ETRUCK FARMS SUBDIVISIDN of Section 4, Towaship49 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 00110105" 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" past, along said South right-of-way line and North boundary, 506,1B feet; thence South 00'09'03" East, 389.13 feet; thence South 69.45'23" Fast, 37933 ken, 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' 1T51", an we distance of 315.09 feet; thence South 99633135" Test, 400.00 feet; thence North 001091V West, 435.00 feet to a point of intersection with said South right-of-way line of southgaic Boulevard and said North boundary of Tract A; thence South 89'33'35' past, along said South right-of-way line and along the North boundary of said Tracts A and C, 1184.52 feet; theme 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 90100'00", an arc distance of 39.27 fat; thence tangent to said curve South 0012675" West, 94.00 fat; 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 3401835", an arc distance of 119.76 feet; thence tangent to said curve South 34145D0" West, 75.55 felt to a point on the right-of-way line of that certain coast 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 2813558' 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 2B0.00 feel, a delta of 28'0931", an are distance of 137.61 feet; thence tangent to said curve North 89133.35" West. along said right-of-way line, 650.00 fat; 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 190.00 feet, a delta of 90100D0", an arc distance of 292.74 fact; 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 are of a 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 foci; thence tangent to add curve South 26130'00" West, along said right-of-way I inn and along said East boundary. 287.48 feel to a point on the arc of a non -tangent 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 3118'02', an arc dlatance of 19.01 fat; thence tangent to said curve North 7815T 15" West, 39.26 feet; thence North 10130D0" Weal, 160.87 feet; thence South 79°30'00" West, 475.61 feet; theme westerly along the we of a tangent curve, said curve being concave to the North having a radius of 350.00 feet, a delta of 46'l9'55% an arc distance of 283.03 feu; thence tangent to said curve North 54*10*05" West, 621.27 fact; thence southwesterly along the arc of* tangent curve said curve being concave to the Southeast having a radius of 60.00 feet, a delta of 10610M'. an nc distance of 113.10 feet; theme tangent to said curve South 176405" West, 372A2 feet to a point of iaterxctio , with the West boundary of add Section 4; thence South 0D110'05" East, along said West boundary, 185.00 feet thence South "0101)5' East, 140.74 feet; thence easterly along the ate of a tangent curve, add curve being concave to the South having a radius of 300.00 feet, a delta of 26'0DW', an arc distance of 136.14 fat; thence tangent to Oil curve South 58110'05" East, 775.64 feet to a point on the ate of a non -tangent curve (radial line thru said point bean South 68'39'54" East); thence Southwesterly along the we of said curve being concave to the Southeast having a radius of 240.00 feat, a delta of 7"32'24", an arc distance of 31.58 fee(; thence tangent to said curve South 13147'42' West.10.01 feet; thence southwesterly along the arc of a tangent curve, said curve Was concave to the Northwest having a radius of 25.00 fat, a delta of 95126'33', an arc distance of 41.65 feet to a point of iotersection with the northerly right. of -way line of N.W. 81si Street, as recorded in Official Records Book 6430, Page 689, of the Public Records of Brewed County. Florida, said point also being a point of compound curvature; thence wesletly along said northerly right-of-way line and along die arc of s tangent curve being concave to the North having a radius of Page g of 9 INSTR # 114251313 Page 131 of 253 INSTR # 112470779, OR BK 51017 PG 730, Page 12 of 96 1395.00 feet, a delta of M43'43", an arc distance of 17.74 feet; thence tangent tumid curve North 70"02'03" West, along said northerly right-of-way line and along the southerly boundary of said Tracts Band A, 461.99 feel, 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 feel; thence tangent to said curve North 89432'12" West, along said right-of-way line, 206.15 feel; 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 102h0'28", 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 turn being concave to the West having a radius of 1053.00 feel, a delta of 12'48'21", an arc distance of 235.35 feet; thence tangent to said curve North 00' 10'05" West, along sold West boundary of Tract A. 969.69 feet; thence northeasterly ry along the are of a tangent cue, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90`3830", an arc distance of 39,54 feet to a point on said South right -of. way line of Southgate Boulevard; thence South 8913335" 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 comer of said Tract C; thence South DD"12*16" East, along the East boundary of said Tract C, 1323.97 feet to a point on the northerly right-of:wsy line of N, W. 82nd Sheet, as recorded in Official Records Back 6450, Page 688, of the Public Records of Bmwird County, Florida; thence South 8047'44' Wear, 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-ofway line and along the an of a tangent curve, said curve being concave to t[te South having a radius of 680.00 feet, a delta of 4a26'S8', 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. 361,96 feet; thence northwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a tangent curve, said crave being concave to the Southwest having a radius of 100.00 feel, 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, saW curve being concave to the Southeast having a radius of 1000.01) feel, a delta of 35v30O0% an etc distance of 61959 fact to a point of compound curvature; thence southerly long the boundary of said WOODMONT TRACT 51 and along the am of a tangent curve, said curve being concave to the East having a radios of 200.00 feet, a delta of 70'0 W'. an arc distance of 24435 feet; thence tangent to SAW nave South 32"3D00" East, along said boundary of WOODMONT TRACT 51. 171.20 feel to a point of cusp; thence northwesterly along the boundary ofthat certain canal right-of-way as recorded in Official Records Book 6450. Page 688, of the Public Records of Broward County, Florida, and along rho arc of a tangent curve, said curve being concave to the Southwest and baying a radius of 230.00 feel. a delta of 43'3256", an arc distance of 174.82 feu to a point or 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 fed, adelta of 62102'56", en arc distance of 162.44 feu thence tangent m said curve North 14"W00" West, along said right-of-way line, 169.36 feet; thence northwesterly along said right -of --way line and long the are Of a tangent curve said curve being concave to the Southwest having a radius of 280.00 feel. a delta of 59'OM". an arc distance of 288.33 feet; thence tangent to said curve North 73100'00" West, along said right-of-way line, an am distance of 80.00 het; 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.W feet, a delta of 4000100", an am distance of 143.12 feet; thence tangent to said curve North 32'0000' West, along said right-of-way line, 650.00 fact; thence northwesterly along said rigb"li-way lire and along the am of a tangent curve, said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 17'0601", an sac distaste of 83.57 fact; thence North 3445O0" East, 75.55 feet; theme northerly, along the we of a tangent curve, said curve being concave 10 the West having a radius of 260.00 feet, a delta of 7*0303". an arc distance of 32.00 feet to a point of reverse Page 6 of 9 INSTR # 114251313 Page 132 of 253 INSTR ff 112470779, OR 13K 51017 PG 731, Page 13 0£ 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 79"53'45", an arc distance of 34.86 fen; thence tangent to said curve South 72'24'17" 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,OD feel; a delta of 27" 11'35", an we distance of 94.92 feet; thence North 89'3126" 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 42943'43 an am 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 arc distance of 422.34 feet; thence tangent to said curve North B7"2625" East, 535.00 fen; 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 am distance of 117.81 feet; thence tangent to said 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 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 are 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 it radius of 700.00 feet, a delta of 41"1916", 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"21153', an arc distance of 182.25 feet; thence North 8412T3I" West, 79.51 feet; thence North 00'2625" East. 35.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southcut having a radius of 25.00 feet, a delta of 9090000', an arc distance of 39.27 feet to a point on the South right-of-way Itne of Southgate Boulevard; thence tangent to said curve South 899315" East, along the said South right.DFway 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 PORT LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Towaship 49 South, Ranga 41 East, described as follows: BEGINNING at the must southwesterly comer of said Tract D; thence North 141W13" East, along the West boundary of said Tract D and along the right-of-way line of that certain carol right-of-way as recorded in Official Records Book 6450, Page 688, of the Public Records of Bmward 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 92647'07", an arc distance of 161 S4 feet o 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 I80,OD feet, a delta of 786l7'21'. an am distance of 245.95 feet; thence is agent to said curve North 28"30'00" East, 425.70 feet to a point on the am of a non-tangant curve (radial line than sold point bears North 01 "47'58" West); thence northeasterly along the arc of said curve being concave to the Northwest having a radius of 390.00 fat; a delta of 18612'02% an we distance of 123.89 feet; theme tangent to said curve North 709007)" Best, 430.01) fen; thence North 8740OW East, 790.00 feet to a point on the aforesaid canal right-of-way, thence South 32900VO" But, dung said right-of-way line, 276, 10 feet; thence southeasterly along said right-of-way, lint and along the am of a tangent curve, said curve being concave to the Northeast having a radius of 280.00 feet, a delta of 4100'00", an am distance of 200.36 feet; thence tangent to said curve South 73100'W' East, along said right-of-way line, 80.OD feet; thence southeasterly along said right -of -wry line and along the am of a tangem curve, ssld curve being concave to the Southwest having a radius of 200.W feet, adelta of 59001W. an we distance of 205.95 feet; thence tangent to said cum South 10OV00" Fast, along said right-of-way line, 169.36 faun; thence southeasterly along said right-of-way line and along the arc -of a tangent cum, said curve being concave to the Northeast having a radius of 230.D0 feet, a delta of 62602'56 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'S6", an arc distance of 114.01 fact; thence tangent to said curve Page 7 of 9 INSTR # 114251313 Page 133 of 253 INSTR ii 112470779, OR BK 51017 PG 732, Page 14 of 96 South 3213900' East, along said tight -of -way line, 50.00 feet too 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 Browed County, Florida; thence South 49"31'5B' West, along said righ(-Ofway 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 1028'04", 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 we of a tangent curve said curve being concave to the North having a radius of 25.00 feet, a delta of 116157OV, an are distance of 37,90 feet to a point of nwcrse curvature; thence northwesterly along the northerly right-of-way lino of N.W. gist Strut, as recorded in said Official Records Rook 6450, Page 688 and along the ate of a tangent curve, said curve being concave to the Southwest having a radius of 1165.00 feet, adelts of 22'18'12', an arc distance of 433.50 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 52152'37', an arc distance of 276.86 feel; thence tangent to said curve North 14'1841" West, 90.00 feet; thence North 24°06'06" West, 435.26 feet; thence northwesterly along the arc or a tangent curve, said curve being concave to the Southwest having o radius of I00.00 feet, a delta of 83°04W% an we distance of 144.98 feet; thence tangent to said curve South 72°4952" 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°00DO", an arc distance of 225.50 feet; thence tangent to said curve South 06040'08" Fast 137.18 fact to a point on said northerly right-of-way line of N.W. gist Street; thence South 83" 19'S2" West, along said right -of --way line, 209.97 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 fat to the POINT OF BEGINNING. ALSO TGGETHER 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 a l feet; thence South 7D°00'00" West, 235.30 fat; the southwesterly along the arc of a tangent curve tieing concave to the Northwest having a radius of 330.00 feet, a delta of 11.53-53", an arc distance of 68.53 feet to a point on the right -or -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"301W Fast, 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 Bnvward County, Florida. Said lands situate, lying and being in Broward County, Florida. AND Tracts G, H.1, I, & 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 Browed County, Florida. Said lands situate, lying and being in Broward County, Florida. AND Page 8 of 9 INSTR # 114251313 Page 134 of 253 INSTR # 112470779, OR BK 51017 PG 733, Page 15 of 96 Parcel "A", W OODMONTRECREATION COMPLEX, according to the plot thereof, as recorded in Plat Book 91, Page 49, of the Public Records of Broward County, Florida. Piave 9 of 9 INSTR # 114251313 Page 135 of 253 INSTR # 112470779, OR BK 51017 PG 734, Page 16 of 96 EXHIBIT "B" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT RELEASED LANDS INSTR # 114251313 Page 136 of 253 INSTR 4 112470779, OR BK 51017 PG 735, Page 17 of 96 X 7682 D GSury -yiup d{ft&g Inc. M^ „ „ OR n- 243 EMAIL ADMINGDJGSURVEY.COM ww A) PemixaM - Sketch and Description - sheet 1 oe t 6 Released Lands SrAnol .d CumPed'P• Tm � a uN NBnd cW Town v! n Pine hid d'A" y Road JA Nw ale Bonet Nw ab,d a— ea C Pet Pod Pd Nw TSN NwIMA— Wa•1 Phu hum R. MrN.h Red SURVEYOR'S NO ES: 1. BEARING REFERENCE: The Beatings shown haaeoo are referenced to the recorded plat. 2. This is not a swM, but only a graphic depiction of the lend shown hereon and Its calculated legal description. No boundary comers were set in the field related to this alielc6, 3. All recordings dmm heron ace referenced to the Public Records of Bmward County, Florida. NOT 010 Mll MTNOUI7Me r !1lMATYRlAIW THE amenu RAINO lGI. OP A FLORIDA a1COWN M9014 seem No. 810N84MRK lURVBYOR MD IwpM DD1484.tlalREIE PmbClmn ~ad MINK +aeNo 1"218 pRA"apDA scab NTS oNO,„uir�, INSTR # 114251313 Page 137 of 253 INSTR #i 112470779, OR BK 51017 PG 736, Page 1B of 96 q t�( H2 'DJGpurveyingand appiIIg +�`{`1 AGA E, OTH COURT S MARGATE: 5" IDA J308J ) EM7244 AIL; ADMINCDJOSURVEY.CDM www.OkLurveY.cwn Sheet 2 of 16 4.lJrNrr9Wp-rr/W 1-4 IMnLW PI.Pw ILLCAI PWIGudIMrT ri Gfr1...alrrrrnWl Q IPIn Baok �, We<11. B.C.AJ b R a I SOAO' D-231YI'02" J JJ. R- 130.00• L - 6063 D- 211'4IBT' N 44.46'29" R 0.07 1 y tll-mrn. n►w.9 c.Ll I..rrr.n,.i arOn... nr f}iL9 � yW MlL ryrMLLa.I �•. R-265AP Pod "Art L-185.93 D-81.2613 IPYIL-1RM1N 11LG.L1 412,380 Sq. Ft. L- A-525.00' (9.47 Acres) D -625.8 67-01.12' A0.G E-,W WS.UthoaC.— T—.,. s L-fS.Ben 41 CdJG--plat (P.B. 18. P8.20, B.C.R.) nM sr w.ry.raeuu d a 51��d R • 1295.00' d L-"As, Dt� -02*49140' fi1 LsgYnd P.O.B. -Point ofBegitming B.C.A.-Brcward County Reeolda P.O.C. - Point of Commencement A - Radius P.O.T.-Point ofTemlaRtion L-Arc Length P.B. -Plat Book D - Delta (Ceuta) Angle) Pg. - hie INSTR # 114251313 Page 138 of 253 INSTR # 112470779, OR BK 51017 PG 737, Page 19 of 96 9( - - W LBO 982 e716 NW 91H couRr NE: FLORID i JG s �y md'Up B, i��, MAitG 4.675. 53063 !� PHONE: E�1AIL: ADAON@DJOSURVEY.CGM Sheet 3 of ] 6 Woodmonl Tract 65 (P.8.91, Pa. 36, B.C.R.) P.O.G Soud,_tCame, Tut'K' Waolmoer Tract 63 I+nd S.{ Gol(Cbuoa Plat (P.B. 91, Pt. so. B.CK) Pe. 20, B.C.R.) R-173.46' R-29.6! N W4336" B L-64.26' D-20•St'S6" L-22.915 R-167OM 99J3' 11' T2 .E 3 06 D-M•IS'40' D- 3.54'16" n I/ P/ R-36.00' Pod B ' N 70.25 ST E D 66. 9'41' q^ SIM' 130,1110 Sq, Ft. S 69'do'a6° E a N 65.39'S1' E (3.00 Acres) 75.00 S 71.36'S1" U W N iT2T29• W m' N 17•N'10" W 13.6I' 9t.9' 7j 19.77 ry y 4.3 a� R-213.09 L-236.93' R-300.00' R=100.00' a D-63.4491' L-10119' L-34.72' R-120.00 D-19'l1'S9' D-19.55'40' L—ISl.el D-727945' e T-1 K" 3 LW See. 4 Golf Coaoe Plat 2 (P.M. 19, Pp 20, B CR.) Legend P.O.B. -Point of Beginning B.CA - Browerd County Records P.O.C. - Point of Comrmneemaat R - Radios P.O.T. - Point of Termination L -Are Leagth --mat Plet Book D - Delta (Cemml Angle) P& - Paso INSTR # 114251313 Page 139 of 253 INSTR # 112470779, OR BK 51017 PG 738, Page 20 of 96 �' 1J unveying W 1V 0#01g) Inc, M^ Hoy 5°�COURT LBO 7682 � EMNL'ADMIN®DJGSURVEY.COM wFw.pJ9NrvDy.cpm Sheet 4 of 16 True-)c• land Sic 4 G.(fCevrir P(Fr (P.B. It, Py 20, BC.R.) Tncrx• F-rrav L.W S. I GDIJC.-FJw °•'> .liFr (P.B. Be. Pg. 20. B,C,R,). p•r171'I i-fb.IV o-imi'm• Pod "C" F-Ix OF 1•ili.lr 0•I'.rI3YT alwm•w W-dnwlTnct63 F-lxM S a 0-uvru • P.O.B. 302,916 Sq. FL "ili1ms Bawheut Cana (6.95 Aac3) X1°Nf F NOra )I•( We k-W 7rwd IVn (P.B. 91. Pt. 50.13 CR) F-uex •rav 1.-rn�r t-I F-xFr p-ISDrJr D-IPxn' l•rifl F- D.N•nq� i Il•NSi• IxII D nYtY txfrlrt ffiQ p+ F F-�IiOr L-M)f -•rlm' f irl Fw t ll•W IIN Nxmx'w lir R-iplr x.il' O7 l•n�r A �C T nt MC a LrrIS.<I g. 2013,C Fix.) PIt (P.B. Bt, Pa. 10, B.C.R.) >1 Legend P.O.B.-Point ofBagiming B.C.R.-Browatd CountyRcepr& P.O.C. - Point of Conmleocemml R Radius PAT. a Point of Termhation L Arc Length P.B.-Plat Book D Delta ((:e"Angle) Pg. - Page INSTR # 114251313 Page 140 of 253 INSTR It 112470779, OR BK 51017 PG 739, Page 21 of 96 LOP e "DIG Su in and94 i Inc, RGATE.FLORI 133 1 Y ..9 PQ >;) MA HP owe esa'THe s�iiw a EMAIL: ADMWGQIGSURVEY.COM Sheet 5 of 16 A-i6D 0v S beyy, Tncl "K" La(aPlBSe8c,1I (70. PGao 1191E B.C.A.) D -111'S0' R- 150.00 L-277.91' D- 106.07I2" z Pod 'rD rr e 239,528 Sq, Ft. E (5.50 Acres) 3 '� 0 tnct•K• L-d S- I GWfC.—PM (P,8.II,PS.20,8.C3L) rote •x" Land Sm 4 Gdf C. Pfat it, B. 91, Py 1% B.C.R.) - Legend P.O.B. - Point of Beginning a P.O.C. - Faint of Commencement P.O.T. - Pant of 3 Tertnlnation 1C P.B.-P1atBook F Pg. - Page = - B.C.R. - Braward County R-35.00' R-33D07 L-War Record: L-25M -41.3493' R-Radiw D-414433" Ze R-IS.OD' L-Arc Length R-43.00' L ! -ems D-m6 ,1 D- Delta(Ceatml Angle) D-a4.4S03" R-10.00' R-IQOP L. 734 L-73C D-43•11111 3 D-43•IO'SO` S 01.OP! I' N01'0051' E 61.78 662T' Nwl 73th 5-0 6450.1&616-or- U P.o.0 (o.aB SI 5oWlsw.—Tnel•K• P.O.B. 60.27' 6oa7' (P.B, Y, Pg, 20, B.C3L INSTR # 114251313 Page 141 of 253 INSTR IN 112470779, OR BK 51017 PG 740, Page 22 of 96 LBO Tdalt IL'-j{FJ'VllliM'C{�lil ��j�•�'a((�1LL j1jjr, RGATE, FLORIDA 07H COl1RT jJ. ).'-..egim- l...,gppi g); c MAPHONE: e5497S7444 7 p EMAIL: AOMINCDJGSURVEY.COM wwW.q�p4urveY;om Sheet 6 of 16 W 50014 MY 8400 L-Ii9l L - 119.76' L - 3927' D-90.OD'wB�4�'veA 574.43'00•W 5199'N 6326'13"W 64.08R-497J1011 L-442.3CD-So'S9N8"P r4f, W;oOTnarqa (M., Book 115. Plan 23, B.C.R.)E S 63.7799" W . FL 31.991es) N9I, . W 14.66'N 6J•IS'21• W 149.43' e N 89•JJ35' W A 3onw B 00•W'03" E 17" R-150.0V u LrD' d 6'39" P.O.B. Reetf0lwll N6MMtIr Coraa7mcl "A' LW &cf44 46dfC. Pl. RA. at, 1p 20. B.C.a.) Twu4 .7I�l.La VIH Bask I, 9aaa II, aLR) Legend P.O.B.-PointOfBeginning B.CA- BrowardCountyRecords P.O,C•- Point ofCommencemnt R-Radius P.O.T.- Point ofiernination L-AnLeno P.B. -Plat Book D - Delta (Central Ang a) Pg. - Page INSTR # 114251313 Page 142 of 253 INSTR # 112470779, OR BK 51017 PG 741, Page 23 of 96 y7 B2 9750 NW BTH .-PH—ONE,:: DEG;Stt t! y g dM ppi�gg�Llllln M-ATE PLOR PHONE: 964B1 E"IL• ADMINQDSG (6:45.00'L154.61, IE 201457N 96•09'0T E R-175.0056.94'L-541Y D-1745'40" S b 11021' ,N R-295Jr a L- 103.11, Il�aa p D-20'41'11' 4�T Pod P'FP' 1' �' LN P.O.B. u�.r.ie°xen..rwa +� Ya �.htaacal Weneorlltet BoultnrelCemor TM R' ". r L.OS-4 GWCa .PLl (P.D. 88, Pa 20. B.C.R.) 5 R+23.Do L-59.27 °W �R+150.00 D-91Y00'00' 7d'f9„7a, L-152.71' D. 5r2125' Lagond P.O.B.-Point ofBegioning B.C.R.- Browad County R.ecord9 F.O.C.r Polot ofCommencernetit R-Radhla P.O.T. - Point of Termination L - Am Length P.R. -Plat Book D - Defm (Ceutml Angle) Pg.-Par INSTR # 114251313 Page 143 of 253 INSTR # 112470779, OR BK 51017 PG 742, Page 24 of 96 9(------LFOTW ,T DJG &rveying and,& .pi g, lnc. M^P„ � COURT } EMAIL: ADMINRDJGSURVEY.COM . ,www.eJp9umY•�., _ Sheet S of 16 P.O.B. N9nh,,—.t Nanhwnt Come Tact W 1seiScc 4 GWIC.—Pi., (P.a. 11, PS. 20, B.C.R.) S 19.33' S" E S5231' N 43'08'10' E 35.54' Commercial Pod 3 199,342 Sq— Fm 4.51 Ae C 1971'11" W 349.17' � fxo.eue i H ��„•e• the 9.a c.r.c.9�. ec at n 536M1'16" S 41,57' OWemu.ry.a.4 cal • ^ R-30.00' B L-19.36' ' D-36'31'21' L R-3000 a L-27.77 X 0-33.011V L S 19'49'S5W 61.00' N iue•�• 4-eT-�14iNC-eIM rwtr�xM.xeuu R-7540' L-11731' D-90'00n0' S 19.49W. W 2840' LAMend P.0.8. - Point of Beginning S.CJL - Bmwa3d County Records P.O.C.-Point of Co went R-Radius P.O.T.-Point of annination L- Are LcngQt P.H. -Plat Book D - Delta (Central Angle) Pg. -Page INSTR # 114251313 Page 144 of 253 INSTR # 112470779, OR BK 51017 PG 743, Page 25 of 96 9fLISA 76112 D,jG�Sur�! yingand Mapp g,'Inc� e750 NW nTN COUriT MARGATE, FLORMA 33083 POONE:054-e7t:7244 ' - EMAIL: ADMIN®DJ09URVEY.00M www_d)psunrey.am S 99'33'35" E P.O.n. Sheel 9 Df 16 Southgate Blvd, 73 75' NE Cn—j— C' IPa tt, Py.7D, B.C.R1 N 00'12'16" W FM Leudwd k Truckk 130.31' Ftlmr SubdiVWft N01'44'13"E Temunc Lneaa ns. tl.ry n.0 tr.o.4,rpt,nu,t Sation 33 194.78' — Satkn '4--- inn 4 Ind Soc.4 GIfColfCoune Plat lr.nnntl. neat S' N 79'53'43" E 26.49' 1 WondmentTAct 50 pll. im,h n, e.cat gb 5 > ST Tnet'C" ~ '� Laad Sec. 40o1f Course Pkt q►tl, h:r, neat Rkhaay At Tamrrw: rra. m.rr n.nau M 7 N Wee6nontTrnet 51 tranhtl.eC.M ttornarore awunxrra•crri S 9°4744' W NW 92ndStreet rnnLMN. h.4Y. eCLI Fog Lauder" Truk WoodmonrTtlq 31 Fuse SubdivWon P>r.n,h tt.aeAe naafi. n.au� Legend P.O.B. - Point of Beginning B.C.R. Breward County Records P.O.C.-Point ofCommeneermt R-Radius P.Q.T. - Point of Tertniostion L - Are Length P.B. - Plat Book D - Doha (Central Angle) PE -Page INSTR # 114251313 Page 145 of 253 INSTR # 112470779, OR BK 51017 PG 744, Page 26 of 96 I Sure do d 1 p�prn 3 Ic. 675ATE FLO IDA33 taARGATE, FLDgIDA 33063 -*-�*/J'+�O`+-a il,,..- ✓'tIONE:9s4-07S7xaa LEGAL DESCRIPTION l PoAA: A parcel of landbeing a portion orTmet'Wand Tract "C", Land Sac. 4 Golf Coarse Pict, as recorded in Plot Book 88, Page 20, and a portion of s and, as recorded in Official Records Book 6450. Page 688, all of the Public Records of Bmward County, Florida, being more particularly described as follows: Commanee at the Easternmost Southeast comer or mid Tact "D", said paint also being a point on the Northerly Una of NW 92nd Avenue as described In Official Records Book 6450, Page 688, of the Public Records of Bmwud County, Florida; Thence, South 49631'56" West, along said Northerly line, a distance of 7145 feet to the Point of Beginning; Thence, continue along said Northerly line, South 49'31156"West, a diSteoce or201.25 feet to the point of curvaaue of a circular curve, concave to the Northwest having a radius of 1395.00 feet and a central angle of 02.49'40"; Therm, Southerly along the arc of said awe, and said Northerly line of NW 82od Avenue, an arc distance of 6g.85 feet; Therm, North 38"40'03" West, a distance of 297.95 feet to the point of curvature of a circular curve, eonave to the East, having a radius of 53S.00 fed and a central angle of 67'01'l2"; Thence, Northerly along the are ofseid curve, an are distance of 625.80 feet; Thence, North 45*1331" West, a distance of I46.15 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 231.4 P02"; Theme, Northerly and Easterly along the am of mid curve, an are distance of 60635 feet; Thence, South 45'13'3I" East, a distance of 124.33 feet; Thence, North 44*46629" But, a distance of io.o7 feet to a point on the arc or circular curve, concave to the South, having a radius of 150.00 fat and a control angle of 23 P41'02", a radial line beers fiom said point South 71'002" East; Tbenoe, Emtmly, Southerly and Westerly along the am of said curve, an are distance of 606.55 feet; Thence, South 444C41V West, a distance of 129.81 feet to the point of curvaeue of a circular curve, concave to the But, having a radius of 265.00 feet end a neatmi angle of 83'263T; Theme, Southerly along the we of said ewe, coo arc distance of 395.93 feet; Thence, South 38'40'03" East, a distance of 281.16 feet to the Point of Beginning. Said lends lying and being in the City of Tsmamc, Bmward County, Florida, and containing 412,380 square feet (9.47 acres) more or less. Together With: Pod B: A portion of Tract "K", Land Sea 4 rmifCau ze PM, as recorded in Plat Book g8, Page 20, of the Public Accords of Braward County, Florida, being mom pen iadarly described as follows: Cawmtndag at the Southwest comer, Woodmont Tract 64 according to the plat thereof, as recorded in Plat Book 91, Page 50. ofthe Public Records of Breward County, Florida, said point also being a point on the Westerly line of NW Both Avenue is described In Official Records Book 6450. Page 688, of the Public Records of Bruward Con*, Flords; Theca, South 21'00'00" West, along said Westerly fine, a distance of93.07 feet to the Point of fth-Gng; (Continued On Sheet i 1 of 16) INSTR # 114251313 Page 146 of 253 ZNSTR # 112470779, OR BK 51017 PG 745, Page 27 of 96 'f� (1 1 * P O NW 84 COURT 1,* 1 F 1..\ilT�l/Q, Ill RTQI O to �I,tll� MA`Rr5 TE, FLORIDA 338e3 l- , y...,�,.,.a .._. PP PHONE 9-675-72N EMAIL. AOM'N®DJGSURVEY.COM wwe,40 veer sera LEGAL DESCRIPTION Sheet 11 of t6 (Continued from Sheet 10 of 16) Thence. continue South 21"00'00" West, along said Westerly line, s distance of233.03 feet to a point on the arc aft circular curve, concave to the North, having a red'ms of 120.00 feet and a central angle of 72129'45"; a radial line beers from said point North 21"46'46` West; Thence, Westerly along the arc of said curve, on arc distance of 151.83 feet; j Thence, North 8712729" West, a distance of 98. 13 feet to the point of curvature ofa circular curve, concave to the South, having a radius of 100.00 feet sad a central angle of 19155'40'; Thence, Westerly along the sac of said curve, an are distance of 34.18 feet to the paint of tangency, Thence. South 729651" West, a distance of23.61 feet to the point of curvatum ofa circular curve, concave to the North, having a radius of300.00 feet and a central angle of 19636'59"; Than=, Westerly along the arc of said curve, an are distance of 102.89 feet to the point of tangency; Thence, North 87-44110" West, a distance of 19.37 fast to the point of curvalum of a circular curve, concave to the Northeast, having a radius o17213.00 feat and a central angle of 63144'01"; Thence, Northwesterly along the am of said curve, an am distance of Z36393 feet; Thence. North 6515951" Fast a distance of 75.00 feet to a point on the arc of a circular curve, concave to the Southwest, having a radius of 161.09 feel and a central angle of 15*54'16"; a radial line bears from said point South 4713T30" West; Thence, Northwesterly along the are of sold curve, an are distance of 44.71 feet; Thence, North 90445133" East, a distance of 99.53 feet; Thence. North 70125'50" Past a distance of 81.44 feet to the point of curvature are circular curve, conave to the Saudi, having a radius of 175.46 and a antral angle of 20158'56% Thence, Fastely along the arc of said curve, sin ere distance of 64.26 fat; Thence, South $7427'29" Fast, a distance of 331.06 fed to the point of curvature of a chcular curve, =a nve to the South, having a radius of 29,68 feet and a central angle of 44"15'40"; Thence, Southeasterly along the am of said crave, an am distance of 22,93 fast to a point on the arc of a circular curve, concave to the North, having a radius of 40.00 fed and a central angle of 81119'41'; a radial line been than said point North 51100136" East; Then=, Easterly along the arc of aid wave, an am distance of 56.78 foot Thence, South 69100'00" East, a distance of 8.78 fed to a point on the said Wat line of NW 80th Avenue and the Polo ofBgfnning. Said lands lying and being in the City of ramarec, Bmward County, Florida, and containing 130,810 square fed (3.00 acres) more or lase. Togerho 314Yh: Pod Cr A parcel of lad lying in Section 4, Township 49 South, Range 41 Past, being a portion of Trael "K", lend See, d Goff Camrsr Pher, as recorded In Plat Book 88, Page 20, of the Public Records of Broward County. Florida, being more particularly described a follows: Beginning at the Southeast coma of Woodmen! Trod 65, as receded In PW Back 91, Page 50, crib* Public Records of Bwward County, Florida, said point being on the Westerly line of NW 80th Avenue; Theca, South 21100100" West along said Westerly line, a distance of 93.07 fad; Thence, North 69"00'00" West a distance of 8.78 fat to a point online am are circular curve, concave to the North, having a radius of40.00 fact and a temW angle of 8111941"; a radial line been from said point North 30.19'051 Wad; Thence, Westerly along the sac of amid curve, an sae distance of 56.78 feet to a point an the am of a circular curve, concave to the South, having it radius 01729.69 fat sad a central angle er44115'40"; a radial line bears him said point South 46*49'11. West; (Continued on Sheet 12 of 16) INSTR # 114251313 Page 147 of 253 iNSTR N 1124/0779, OR BK 51017 PG 746, Page 28 of 96 a MQG Mey rag andffilapp gl �:A�' M^P � 548 w RM 9 EMAIL: AOMIN000GSURVEY.COM tvpl 40-wNwJ um LEGAL DESCRIPTION I Sheet 12 of 16 (Continued from Sheet I 1 of 16) Thence, Westerly along the arc of said curve, an Arc distance of 22.93 feet to the point of tangency; Thence, North 9702729" West, a distance of 331.06 feet to a point on the arc ore circular curve, concave to the South, having a radius of 175.46 feet and a central angle of 20'39'56"; a radial line beets from said point South 0112446" West; Thence, Westerly along the an of said curve, an arc distance of 64.26 fat to the point of tangency; Thence, South 70'25'SO" West, a distance of 81.44 feel•, 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 feel and a central Angle of 18' 10511; a radial line bears from said point North 00.17-36- East; Thence, Westerly along the arc of said curve, an arc distance of 95.48 fat; Thence. South 18131'11" West a distance of 110.00 feet, radially, to the point of curvature ofa circular curve, concave to the North, having a radius cr410.00 feet and a cenhal angle of 47'18'47'; Thence, Northwesterly along the arc of mid curve, an are distance of 338.57 feet to the point of tangency, Thence, North 24.09'32' West, a distance of 276.02 feet to a point on the am of a circular curve, concave to the East, having a radius of260.00 fat and a antral angle of 11'29.26"; a radial line burs from said pointNorth 65'502B' East; Thence, Northerly along the ate of said curve, an arc distance of 52.14 feet to a point on the Am of s circular curve, concave to the East, having a radius of 150.00 feet and a central angle of I I V I3'57'; a radial line beers from said point North 50'2T4I" East; Thence, Northerly and Easterly along the arc of said curve, an arc distance of 281.59 feet to a point on the am ofa circular curve, concave to the East, having a radius of 260.00 teat cad a central angle of 14'3 V 10%a radial line bean from said point South 46' 1035" East; Thence, Northeasterly along the no of said curve, an arc distance of 65.19 fat to a point on the Am of a eiieulas carve, concave to the South, having s radius of 150.00 fat and a central angle of 217126'30'; a radial line bean from said point South 71'21'54" East; Thence, Easterly, Southerly and Westerly along the arc of said curve, an am distance of 569.26 feet; Thence, South 55'40'51' West a distance of 93.04 feet; Thence, South 24'09'32' East, a distance of 267.65 feet to the point of curvature of a circular curve, concave to the North, having a radius of 140,00 fat and a central angle of 32'05'35% Thence. Southeasterly along the aro of said curve, an am distance of 127.29 fat; Thence. South 13'44'53" West, a distance of 110.00 feet, radially, to the point of curvature ors, circular curve, concave to the North. having a radius of 250.00 fat and a central angle of 33419'03'; Thence, Easterly along the arc of said curve, an am distance of 14538 feet to the point of tangency; Thence, North 70'IS50" Eut a diataaa of 77.43 fat to the point of curvature of a eimular curve, concave to the South, having a radius of 225.00 feet and ■ central angle of 22.0641'; Thence, Elderly along the am of said curve, an sm distance of 86.33 feet to the point of tangency; Thence, SouM 87'27'29" East a distance of S.1 I feet; Thence, North 02"3231' But, a distance of 20.00 feet; Thence, South 87'2779" East, a distance of429.82 fat to the Pains ojBogfnnfeg. Said Inds lying and being in the City of Tamarac, Broward County, Florida, and containing 302,916 square fat (6.95 acres) mare or less. T09811h r filth: A parcel of aed lying in SectionAl, Township 49 South, Range 41 East, being a portion of Tract "V, LorssiSer. 4 CoifCarrsa Plot, a recorded in Plat Boob a8, page 20. ofrhe Public Beeordr of Bmword County, Florida, being mom particularly described as follows: (Continued on Sheet 13 of 16) INSTR # 114251313 Page 148 of 253 INSTR # 112470779, OR BK 51017 PG 747, Page 29 of 96 yG, IX1Rf u�VV llt�+ BATEFpTGCIDA 336_3 _ lL, HONE: EMAIL•ADMINODJGHURVEY.COM vww_d)peurveymm 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 Nonharly lint of NW 75th Street as described in Official Records Book 6450, Page 688 of thc Public Retards 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"00'51' East, a distance of 66.23 feet to the point of curvature of a circular curve, concave to the West, having a radius of 10.01) feet "a central angle of43"2010"; Thence, Northerly along the arc of said curve, an are distance of 7.56 feet to the point of mere curvature of a circularcurve, concave to the East, having a radius of 45.00 feet and a central angle of IIV45'05"; Thence, Northerly along the ate of said curve, an arc d6Aame of 66.56 feet to the point of reverse curvature of a circular curve, concave to the War, having a radius of 35.00 feet and a central angle of 41'2,M"; Thence, Northerly along the arc of said curve, an arc distance of 25.30 feet to the point of tangcncy; Thence, North 01.00'51' fast, a distance cf 662.01 feet; Thence, Nodb 05022'09' West, a distance of 418.51 feet to the point of rnrvature of a circular curve, concave to the Southeast, having a radius of 160.00 feet and a central angle of I] I' 13'S0"; Them, Northerly and Easterly along the arc of said curve, an am distance of 310.61 feet to the point of tangency; Thence. South 74"08'19' East, a distance of 11922 feet to die point of curvature of a circular curve, concave to the Soulhorest, having a radius of 150.00 feet and a central angle of 106a07'02'; Thence, Easterly and Southerly along the ale of said curve, an arc distance of 277.91 feet to the point of t-gmy. Thence, South 31058'43" West, a distance of 60038 feet; Them, South 01'00'S I" West, a distance of 482.84 feet to the point of curvature of a circular curve, concave to the East, having a radius of 3S.00 feet and a central angle of 411205 Thence, Southerly along the arc of mid curve, an arc distance of 2530 feat to the point of reverae curvature of a circular curve, concave to the West, having a radius of 45.00 feet and a central angle of 04136`15"s Thmce, Southerly along the arc of said curve, an etc distance of 66.45 feet to the point of reverse curvature of a circular curve, concave to the East, having a radius of IOAO feet and a central angle of 43"11'41"; Thence, Southerly along the we of said curve, an are distance of 7.54 feet to the point of tangency; Theme, South 01600*51" West, a distance of 61.76 feet to a point on the North line of NW 75th Street; Thence, South 86'39'55' West, along said North Use, a distance of 60.27 feet to the Point of ftinn6sy Said hods lying and being in the City cf Tamarac, Brcward County, Florida, and containing 239,528 square feet (5.50 acres) more or less. Together With A parcel of land beings portion of Tract "A"and Tract'C", Land ter. 4 Golf Course Plat, as recorded ii Plat Book 99, Page 20. and s portion of a aryl, as recorded in Official Records Book 6450. Pegs 688, el of the Public Records of Bmward County, Florida, being nwm particularly daerhad n followr. Begianhrg at the Easternmost Northwest comer of said Tract "A" and a point on the South line of Southgate Boulevard; Theca, South 89033'35" East, along said South line, a distance of 1,184.52 feet to the point of curvature aft circular curve, Come" to the Scuthwes%having a radius of 25.00 feet and a antra] angle, of 90'00'00"; (Continued on Sheet 14 of 16) INSTR # 114251313 Page 149 of 253 INSTR # 112470779, OR BK 51017 PG 748, Page 30 of 96 t r1��/� 6750 NW BRt COURT ;➢�G SycvY�4gtd'�PrIlB 61.i1C MARtiATE, FLOflIDA73003 )3a'ta',11. PNONE: 651-075-1244 EMAIL: AOMII4GWGSURVEY.00M LEGAL DESCRIPTION (Continued from Sheet 13 of 16) Then., Southeasterly along the arc of said curve, an arc distance of 3927 feet; Thence, South 00"2675" West, a distance of 84.00 feet to the point of curvature are cimular curve, concave to the West, having a radius of 200.00 fat and a central angle of 34.1$15' Thence, Southwesterly along the arc of said curve, an am distance of 119.76 feel; Thence. South 34.45'00" West, a distance of 52.99 fat: Thence, North 63"2613" West, a distance of 64.00 fat to the point of curvature, of a cimWar curve, concave to the South, having a radius of 497.00 fat and a central angle of 50"59'48"; Theace, Westerly along them of said eurve, an sue distance of 44236 feet; Thence, South 65.3359" West, a distance of 31.99 fat; Thence, North 90100'00" West, a distance of 14.66 feet; Then., North 63*1521" West, a distance of 149,45 feet; Than=, North B9.33'35' West, a distance of 300.00 feet; Thence, South 0U'09'03" Flat, a distance of 17.20 fret to a point on the arc of a circular curve, concave to the West, having a radius of 150.00 fed and a.atral angle of 139'46'59'; a radial line bests from said point South 52"58'45" West; Thence, Southerly and Westerly along the are of said cum, an am distance of 365.95 fees; Thence, North 89133'35" West, a distance of 26.48 fat; Thence, North 00109-03" West, a distance of 435.00 feet to the Paint of Beginning. Said lands lying and being in the City of Tamarac, Bruward County, Florida, and containing 288,14B squam fat (6.61 acres) more or Ins, portion of Tact "E", Land Sm 4 GotjConrse Pot, as recorded in Flat Boot 88, earth of Brow" County, Florida, being more particularly described as follows: Beginning at the Westernmost Southwest comer of said Tract "E", said point also being a point on the Easterly right•cf--way line of NW Both Avenue as described in Official Records Book 6450, Page 688, of the Public Records of Browatd County, Florida; Them, North 21.00'00" Eat, along said Easterly Here, a distance of 325.00 feet to the point of curvatum of a circular carve, concave to the West, having a radius of 1165.00 feet and a central angle of 22"5V33"; Then., Northerly along the am of said curve, and the Easterly line of NW Both Avenue, an am distance of 464.57 fect: Thence, radially to aforementioned curve, North 88"0997" Eat, a distance of 56.84 feet to a point on the ate ofs circular curve, comme to the South, having a radius of 4580 feet and a central angle of 201'S7'06"; a radial lime bears from said point South 56.12405" East; Thence, Easterly and Southerly along the am of rid curve, an me distance of 158.61 fen to a point on the am of a circular eurve, concave to the West, having a radius of 175.00 feet surd a central angle of lr4540"; a radial line bean from said point North 89"0757" Was; Then., Southerly along the are of said cum, an am distance of 5425 feet; Thence, South 6605425" East, a distance of 11021 foot to a point an the arc of a circular curve, concave to the NoMwed, having a radius 01`285.58 fat and a central angle of 20041`I 1'; a radial the bean from sald point North 69'40'OI' West; (Continued on Shoat 15 of 16) INSTR # 114251313 Page 150 of 253 1NJIh if I.Le4/U//-4, UA nil( 51 U-L/ YL; /49, Vage jl of Nb D.JG�Sun��Y��1140-topiwilAp, ^ "'" � 7,244 ' EMAIL: ADCAN®D.IGSURVEY.0 LEGAL DESCRIPTION (Continued from Sheet 14 of 16) Thence, Southweslerly along the arc of said curve, an arc distance of 10111 feet to a point on the sec of a circular curve, concave to the West, having radius of 1340.00 feet and a central angle of 12105'30"; a radial line bean from said point North 81.0Y30" West; Than=. Soudtweatedy along the arc of said curve, an are distance of 282.79 fed to the point of tangency; Thence. South 21.00'00" West, a distance of 205.06 to a point on the am of a circular curve, concave to the West, having a radius of 150.00 feet and a central angle of SM 1'23' ; a radial line been from said point South 741011W' West; Thence, Southerly along the are of said curve, in ate distance of 152.79 feet to a point on the Southerly line of said Tract "E' 71ance, North 69.00'00" West, along said Southerly line, a distance of 169.56 fret 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 Northerly along the arc orsald curve, an arc distinct of 39.27 feet to the Point of lands lying and being in the City of Tamarac, Broward County, Florida, and containing 149,640 re feet (3.41 acres) mote or less. slier fre6: portion of Tract "A", Land See. 4 Go(J'Course Plat, as recorded in Plat Book 88. Page 20, of the Public colds of Broward County, Florida, and a portion of Fort Lawlardak Truck Faros Sublivitian, as :otded in Plat Book 4, Page 31. of the Public Records of Broward County, Fl4dds, all being tore rtialarly described sa follows: rginning at the Northernmost Northwest comer of said Tract "A", acid point also being It point on the uth line of Southgate BoulMard; team, South 8903335" East, along said South line of Southgate Boulevard, and the North line of said act "A", a distance of 55231 feet; tea=, Bomb 00126 25" Wee, a distance of 226.0D feet fence, Nock 111MY35" West, a distance of 349.17 feet taaee, South 00.10'05" But, s distaxe of 93.86 feet to the point of curvaMe or a circular curve nave to the Welt, having a radius of 30.00 feet and a centtl angle of 36'58'21 "; fence, Southwesterly along the arc of saki curve, an are distutce of 19.36 feet lathe point of tengtmry; teocq South 36.48'16" West, a distance of 41.57 feet to the point ofcurnture of a circular curve, naive to the NW14 having a radius of 30.00 feet and a central angle of 53'0179% tea=. Southwesterly along the arc of said curve an are distance of 27.77 feet to the point of tangency, tence, SouW 89°49'55" West, a distance of 68.00 feet; mace, South DO• i&05` East, a distance of 274.10 fact to tlra point of curvature of a circular, curve, active to the West having a radius of 75.00 feet and a central angle of 9D'00'00'; tenet, Soullawelhady along the sit of said curve, an arc distance of 111.81 feel to the point of tansatury; fence. South 89.4"5" Was, a distance of 28.00 feet to a point on the West line of said Tract'A', and a Ent on the East line of NW Bath Avetme, as recorded In Official Records Book 4747, Page 193, of the ibile Records of Broward County, Florida; woos, North 00•In5' Wee, along aid West Hoe of Tract'A" and the Bast line of NW Bath Avenue, a ttanoe of 709.26 feet tan=. North 45*WJO" Eta, a distance of 35.54 feet to the Point ofdeginaing. id lands lying and being In the City ofTamsrae, Browanl County, Florida, and containing 199.342 sere That (4.58 sera) mae or low. (Continued on Shut 16 of 16) INSTR # 114251313 Page 151 of 253 p � 8750 NW aTH COURT 1-�z ,DEG S y g0-, .�a j—re �, , MARO NE! RORIDA244 } { . r R - ^TY.., p1. PHONE' Da{-07a TtM EMAILADMINODMURVEY COM , LEGAL DESCRIPTION (Continued from Sheet 15 of 16) Together with. - East 3 acres of School Tract A parcel of land being a portion of Tract "C", Lnn4 Sec. 4 QotfCoarse Plat, as recorded in Plat Book 88, Page 2D, of the Public Records of Bmward County, Florida, being more 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°1T16" East, along said East line, a distance of 1,323.97 feet to the North lint ofNW 82nd Street Thence, South 89"4744" West, along said North line, a distance of 106.35 feet; Thence, North W"12'16" West, a distance of 994.82 feet; 'thence, North 78"53'43" East, a distance of 26.49 feet: Thence, North 01 "44'13" East, a distance of 194.78 feet; Thence, North 0D"12'l6" West, a distance of 130.31 feet to the South line of Southgate Boulevard and the North line of said Tract "C"; Thence, South 8963335" East, along said line, a distance of 73.75 feet,to the Point of Beginning. Said Inds lying and being in the City of Tamarac, Broward County, Florida, and containing 130.848 square feet (3.00 acres) more or less. INSTR # 114251313 Page 152 of 253 -.1- n - - -- - -, rage .j or `Jb EXHIBIT "C" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT NEW GOLF COURSE INSTR # 114251313 Page 153 of 253 1i — tt 11 4/V//7, UK iA 71V1/ YU /7L, rage J9 of gib q etwNw etH couRr _ DJG Sure jng�and11 in ��nc, ^ � FL�,��D63 V i ;.+ - w.. c . � .ag}: - PHONE 954- 7 72M BWl:AOMNJ QWGSURVEYLOM wawa9a�waY.mm - Sketch and Deschpfion - an.«, etas New Goo Course +•.% �� - ,:`�:i�: .tit 1-4 j i irk ,,� t ,� ♦' � ��'::' �Yg;�P it .7 r, LouWo Map Not m Ho4 roa -e+ 3334� D403 p d �v EE TDa,r 7bd W t'1a are— c tea 756 har MM IA NOTYW MA ODT TN! ONYM7110{•NO- wtawa�iiw�a AROMMueNWN 031®M4 =Eff rye r rr" INSTR # 114251313 Page 154 of 253 "I.— n vx nn nluit ru lz.i, rage in of ye :�1GyS eYmB �a��.�PPmg, Inc, MARGATE, FLORID1244 PHONE: B54fiTS12M � EMAIL ADM N®DJGy. UR7Y.CDM ww,velBsungcom_ en«: z os a7 KEY SHEET T T 4af57 k57 Sheet 6af57 ��. 7 9oCs�l I or"— I _ — IStint — — I IOof 111a" S Sheat - 12 7 13 of57 14 of57 i _ �I _� I Slam ..a_. Iis d" 16 of! she" 17 of I I dent "I 1dhj of 71 "• 1 123of5T I I 1 I I,�sh7.xt-- h 22 fl71 I of of57 t 25 of57 26of 51 I I n i last I I 132�f offl afl71 i 0ds 67ret I I I I 31 of" 3 Of 5of IT7 f . Sheet o37� I I 36of57 �.. L_1�1 I I �; I I I I I �� Bheet I L----U B�=�,IafS1 _1_1_J i I 1. BEARM REFEMCB: 1Le Btauiop shows bmm are mfernced to the rccoeded plat. 2, 7bis is not a mwM. but only a graphic depiction of the had sbown hmoo and Itg cdcilated lapl description. No bousdaly comers Rae set to the Bdd related so this sb bcL 3. AB remrdap abmn hemm ate m me ced to 6e PubHc Rocmds of Bmward County, Flodda INSTR # 114251313 Page 155 of 253 11`1J'1'i( if 11114 /U / /`J, L)h bil 51U1 / PG /n4 , rage .Sb OS `Jb 0750 NW OTH COURT r r 0 0 PHONE 05"7572" J 1 Match line Shed I Lftend PD. - Pint Book D -Delta (COMW Amato) INSTR # 114251313 Page 156 of 253 ,Bb•Ux a iitaiUiiy, ux tdtC Mull VU iso, rage ai of `Jb ...... - STCdI NW aTNCOURT DJG�Sur� c,Y!flg a'MaP B) Inc GATE, FLORID- t,�,,,� ` EMAJU PHONE't150•HTS724472M ADMINOMBURVEY.COM vnw.Sjputtvaymm fdh��t 4 dl} a7 ' � s«avrmm FmL d."7rvh F—SobdWbloo Ht y Y _� h • �.A1 Wdle, d,0eltCcmePho • Pd a,h.70, l.C,R MA0 I 6MIAT � I FA10kPL2.&cx W.bum I _ — _ Matchlmec She_et ]2 Legmd P.09. -Point of Bginaioa B.0 IL—Btowvd Canty Remrde P.O,C.-PoiotofCommeeamoaot A-Aadina P.O.T.-Point ofTetmimtioe L-ArcLeojA P9. -Pltt ilook D -Doha (ComW Aoile) Pit. -Pap INSTR # 114251313 Page 157 of 253 —i Ia f xa�v rurr7, ux nx 51u1r ru r.�,o, rage erg of 9b LOS 7 152 DJG Surlve �p�aIaoie3yngil ppigl nc, ' EMAIL; ADMINCDJGSURVEY•CDM vmw.49eurvsl.mm I eAoat 6 of 07 I Ils�l6ow BM I p I N!! , �i yyI : .0 -j�YY Nw Lfliil IJ, Itl.fe il,OCA Y I, PIIVL• Tnu•A• I I �$p I tear I IYtM I w.o.nln' Sy,l A'1i'`' r rev I Yu 2J \uuni'. �edYtipj•fy1 _ Match line Sheet 13 P.0.8.-PoiotofBeguudai B.C.R.-BmweldCootyRemb P.O.C.-Point ofCaameoeemaot R:Radim P.O.T.-Point ofTammatioo L-AmLm2o P.B. -Piet Boot D -Dft (Ceatnl Angle) INSTR # 114251313 Page 158 of 253 1N67'1< If IIZ4 /U / 19, OR BK 51U1 / PG /S"/, Page 39 of 96 ,(((111* ingandMagpingy� 8780 NW 8TH COURT MM6ATE.FLORID-7334 'DJG:Sur .e c, PHONE8LORIDA3N EMAIL: ADMINGDJGSURVEY.COM wNw,�owrwy.00m 1 � BXMt B d 67 I I s kp sNL O MJi r a4f.a Ill. a m T]r a n"wr L- I P1►ITe• 1W N' '. r CW Wl�7ytivf I 11]I aim a.— lw h e. a�nat=• to NN h.duid ( °tltl W.W. s7]acNerxljs^ p�{� I -I I .I Laa SeaseaNl?oum►}N Match line Sheet 14 Viand P.O.B.- Point ofBa wing B.CR. -81owardC urnyRewr& P.O.C.= Pow ofComm►eeement R-Redha P,D.T. - Pomt of ermiaetion L -Art Leogh Pa.- Past Book D-Delta (Central Asgla) Pg. - Page INSTR # 114251313 Page 159 of 253 iL4blx R "ZO/u/19, Ux BK SlUI/ PG /Sd, Page ao of 96 D �i SlltV@ A 18lla M2 eTsA E, eLO IDA 33 MARGAIE, FLORIDA 8t061 �pPB�:. t PNONEB548,STPH EMAIL• AOMINOWSSURVEY.COM - wwrd�peurvey.wm EheK 7 M ti7 � ,Nm .xxm \•�'lartliWNJJeTn 11'vwS�6dl.Liw -I D4MYr4' iA 1, re.11, H.C,L.. •arm V 00 W806—TYrt30 I fj • � �:� lH.Im,rr aS4cr� m �1r Np AdWd l I• ,ten I FM L..!."TNd PwmH SddKYa, t ' I i P.OB. - Plot of Beginid" - B.C.R. a Browud Cotmty Recvtde P.O.C.=PoiotofCotommI R-Redlm P.O.T.-Point ofTamiuWom L<AmLaWk P9. � Plat Book D Delte (C=W AnI PQ, a pa INSTR # 114251313 Page 160 of 253 l iv p— ii LLLH /U / r`J, UN HA 71U1 r YC; /59, Page 41 of 96 °D.JC ucveying. nd)MaRping,; c' P14O NW aTH COURT E MARGATE, FLOPoDA&MG i. .w. PHO 75-7244 INCO SURVE EMNL•ADMPI8-MY RVEY.COM vmw.gp.wvsyown Bh"t B of BT I L I • 1 T—s- f mr a i r hSZ o-uiu \ aJ ` T I A. Match line Sh«t 16 Legend P.OB.-PoiotofBeg'moin8 B.C.R.—BtmwatdCotmtyReeonb P.O.C.:PoiotofcDww= emeot R-R&&w P.O.T.PoiWofTamimtioo L—An Left* P.B. - Plat Book D —Delta (Cent W Aa&) Pg. r Pap INSTR # 114251313 Page 161 of 253 1N6'1'K 9 11Z4/U//9, UK tiK b1U1/ PG /bU, Page 42 of 96 AJG 3Surve in ,and?M8 iu Inc, Low 7882 67W NW OTN COURT MARGATE, FLORIDA 33063 PHONEB54E767244 EMNL• ADMW®OJOSURVEI',COM www.djpeumy.00m DhNt D W 67 I 1 iwoeaaa T.me.c W. ` e�.u.nn,acn k-1 �I f/J �I Itv m17emnc ra..u, p,,;su I r — — — — Match line Sheet 17 Legend P.O.B. - POW of Beginhloa B,CA - Smud C000ly Rm arb P.O.C. Polo QfCommmeammt R-Was P.O.T.-PolotofTtmdwfion L-AmLaopk P.B. - Ph¢ Book D- Delta (Cmtml An&) P9 = pop INSTR # 114251313 Page 162 of 253 lNbl'X q 1lL4/U//`J, UK 13K 51U1/ PG /bl, Page 43 of 96 NWarnCOURT MARGATF, FLORIDA 33053 PHONE: EMAIL: AOMIR®QHi9URVEY.00M wwN.GJgWrmy.com atr..t to et si I I I i i I� I� I� I� VIMiI onVlY' i I ♦ _ Iilia .�.! o�.vlrsl• 7na<•a• ` Lpd 7c40d7 - 1`arsl4i I I .: Match lino 3hmt 19 L*Wnd P.09.- Point ofBegimmg B.C.R.-Bmward CountyRecor& P.O.C.-Point ofComoKncculod R-ladim P.O.T.-Point ofTermioation L-AmLegO P.B. -PM Book D —Deb (Central Angle) P&—pop INSTR # 114251313 Page 163 of 253 '"Uh n 11Z4/Uiry, Ux ax nlUl/ PU ib2, Page 44 of `!b LBO 7652 aDjGSwveyng-andMaPPg)nc,6750 NW �o� 3 1 - .� i • PHONE, B54-075.7244 EMAH_ ADWN®D=URVEYAON vww. Wun'iY:min . Match line Sheet 3 o-�r-v • rwwrt' O=irFirn• �•ilNID ollt-141r44c4 4 ' wod�e®itr�� n tiI IN V1' Iw4�m.eerr-auT rarm,tav, au I.� Ay .. TA tl; 4?A►.CL Match line Sheet 20 kp*nd P.O.B.-Point ofBaxwda` B.CA-BmwatdCounty Aecank PAC. -PpidofCommeneament A -Its" P,O.T.- Point afTetmimnim L-Aml.000k P.B. - Plat Book D -Dena (Conad Amite) Pi. -Pep zmara # 114251313 Page zsx of uss atch line Sheet 4 EMAIL: ADMNCDJOSURVEYCOM T--------------T ) } --- | � 21 INSTR # 114251313 Page 165 of 253 —1 — w 11G4/U//`J/ kdc BA OIU1/ rti /b4, rage 4b OI `Jb 675D NW aTH COURT !D G;Surveying,andfip ing)II4e 6NROATE, FLOR DA 63063 .� --� •� - cuen PHONE! 654875.7244' BMot 13 of tl7 Match line Sheet 5 I NevW R•ItOly I tM. �o-•IIIJY Im.,• I euw �'mr rr.ur. I r � I 'n.dv I t'Sn I �w� t� �r OJJ�NIAh O41.CL �I I� u I I warao>n ttm w rs. ies,rsasu Na hd la I I In.w�a�; I I I L — — — —Match tine sheet zz LOOMW -- P.D9.-Pointofftiaomg B.CA- Bmwod county Records P.O.C. a Point ofCommmcemtut R—Radius P.O.T.-PoiutofTatmhadon I AnLangth P.B. - Plat Book D -Delta (CaWd Aogle) Pg. - Page INSTR # 114251313 Page 166 of 253 1i,JaK m 11LH/V//7/ VK CA -Ul/ kt /O./ rage H/ or `Jb +aro v t .r<hU .,. b r, .• I g). - erw aw am FkT MARGATE,FLORin4at00 PHON54QMTZ44 E I1 EMAlL: ADMIN�O.RIaURVEURVEY.00M wMHr, Jplurvsyoyn - alt..t a oTln Match line Sheet 6 Wmakmmt Tre119 No WdWW (� 111no nylev u1 V4. n Wmdmmtfh 60 ratm,tav,ar..a, RN bcrbt >ti�inirir Mw.b line She 23 Lid P.OB. -Paint of Beaimios B.CA Bm9rard County ttecorb P.O.C.—Pow ofCammmcemeat R=Radios P.O.T. —Pohl ofTemriaatiaa L> An L"O P.B. -Pat Book D— Delm (C=W Aayk) Pg -Pale INSTR # 114251313 Page 167 of 253 + .1- n — — :.l — — ,00, rnye — of vo W a, �JGrSurveying gn'd Mapping)#Intl _ 67tia NW BTH COURT MARO ONE: PHONE. FLOFUDA 3306 FLOPoO.7244 EMAIL, ADM7NgtOJO9URVEY, COM tyww.dJpsuf»q.M $beat 15 of 57 Match line Sheet 7 I� I I I � I 1 D•NVIYI' Wn� I.1in• r df>s„e MI)W R-YN i �V I Matrb lice Sheet 24 LeOond P.O9.<PofotofBegumiog B.C.R.=BmwacdcmmtyReewde P.O.C.-PaimofCommea a et R.-Badits P,O.T.+Point afTtsmtleadon L-AD:f.eogth P.B- - Plat Back D — Delta (Omtnl Angle) Pg. Page INSTR # 114251313 Page 168 of 253 .i.. n , v a 11 r io , rayu y ui - PHONE-' NW mTHCDURT Dj�Suruey_ng�an�l+l��apR-nB)tl�c� MANDATE. FLONWA 330BJ 9546767244 ' EMAIL: ADMN®DMSURVEY.CDM _ www.e�pwrv+yaom 8hewt-Is.? E7 Mateb line Sheet S Wa,d. tTM51 Pb.P�lLSLe�• ,: � .. 1 i a.KW. K°wMa.0 I �w: P91 \ I Y+I { r AI 8 I u I P9.P� ha llarx 1� ( Nrtare I I .al I _ oa.wiKwaPu � `� { n�tcb the sheet zs Legend P.O.B.-Point mfBegiming B.C.R.-BmwtrdCmmntyRemwde P.O.C.:PmmtmfCommmeememt R-Radio P.O.T. Pmmt mf TePminstin L - Am Length P.S. a Plat Back D-DRUM (Cenhd AnWe) Pg � Pede INSTR # 114251313 Page 169 of 253 INSTR # 112470779, OR BK 51017 PG 768, Page 50 of 96 +.v, rf•aya.�l-L...aiM'6T...TH000RT4DJG�uvwrtndMY. KARGATE.FLORIDA 330 B3 PHONE1454-11767204 EMAIL ADMINGDJOSMRYEY:COM �•�90�Y.�I _bhwt 17 of 97 Match line Sheet 9 ---------- - -- i i i �s I Fml I.W."T-1I— L -- Match lure sheet 26 Leumd P-02.— Point ofBegfmlog B.C,R.—BmwcdCouatyRecords PAC -Palo ofCommeoe®ent R-Radhte P.O.T.- PolatofTamioetion I AmImWh P.B. -Plat Rook D -Delta (Central Angle) Pg. - Pap INSTR # 114251313 Page 170 of 253 INSTR # 112470779, OR EK 51017 PG 769, Page 51 of 96 LW IGIMM 0750 MY YTR COURT MAROAM FLONDA UW3 DJGSupeinandtl►4p W���. PHONE:95481572N . "� EMML', AObtlttW=URVEY.COM www. wwwy eam tihad 1 B of 6T �t IY Y� I I WWII line Sheet 27 !Mend P.O.B.-PoiftafBIOWDf H.C.R.-Bmwud CountyReeordt P.O.C.-Point ofCommmocwaot R-Radnu P.O.T.-Poiotof orminstion L-An:L qth P.B. - Plat Book D -Delft (CoMW Aodle) P&-par INSTR # 114251313 Page 171 of 253 INSTR # 112470779, OR BK 51017 PG 770, Page 52 of 96 � '` F•::.. MQDjG�n�pinQ)gtF 2.a .tt u3Rrd03Sin) MAeR7Qw4,rrEA,rFLORIDA PHONE: 154076721W EMAIL•AO MO WGSURVEY.COM www.gQwrvey.00m - --_ •Mot 19 of aT Match line Sheet ) 0 _ I TnnM Lrd 9w.IpQf I r� t PR4S47o. e.ci � I .p.UKPt 0, .0 1 P:H.IDI,PL Iq a.C,0. I I I �I IN s I i-tM IAYR nnrsx I TJ. ergr t� �. I ose.� w&B,C. , xot I.I dw Iwmremrtr, I P.B. 101, Pt. Jd, D,C.q N. lxlWed I eeeat 28 — — — -4 nd P.O.B.-Point ofBegioniog B•C.R.-BtowudQuittPReeomb P.O.C.-Point ofCmmew4ment R-Its" P.O.T.-Pointofiatmioetioo L-AmLagth P.B. -PW Book D - Dena (CenaatAogie) P& -Page INSTR # 114251313 Page 172 of 253 INSTR $ 112470779, OR BK 51017 PG 771, Page 53 of 96 $ HOO E: 54 DDURT z =D.jG S'1 /phi ptand` a m =I c. MRDAYE.FLOaDAWN3 .: �J �'�j�"J-•gb> ��c;D):�-�+, PHoriE:ew47sixa EMAL: AD GDJQSURVEY.COM www.�gpwrvry.can Bho�! 40 of liT M mh line Sheet )1 �oa�oo,�tr I I I I I I I I I I I N �I I I� I I� I f� I i I i I I I I I — — — mat line Sheet 29 — _ — — 4 P.OB,-PoiutofBegiodog B.C.R.-BtowudCounty Rseorde P.O.C.-Point OfCommetwemdoe am R-R P.O.T.- Point afTrtmimtiao L-AmLeq& P.B. - Plat Book D - Win (Coond Aogle) Pi-P� INSTR # 114251313 Page 173 of 253 INSTR k 112470779, OR BK 51017 PG 772, Page 54 of 96 e750 RW STH COURT t irn, Q J MARGATE, FLORIDA 33053 .' JG'sure+ On � 7h'+r^I .-3�i 'Tr � FHOME: 26"?SDA720 EMIJL: ADMINDDJGSURVET.COM _ — Match line Sheet 12 I � I Lur 3-4 G.ItCeoi-flY " IP.D. H, PS RCA I A 6 Weoe- tTnel59 of nA it H,aCl W ��, I I u . . �I ..LYd SeL40dr�OelfCoifi.ePlu,XCL � i I •' I I Rrttp^ ( Match line Sheet 30 L"Rknd - P.O.H.- Point ofBeg®fng B.C.R.-&owudCaonly Records P.O.C.-m Few ofCoRmeoeemeot R-Redioe P.O.T.-Point ofTwmmelioe L- Are Leq& Pa. - Plat Book D- Detti (Central AD& Pg.-Pep INSTR # 114251313 Page 174 of 253 INSTR # 112470779, OR BK 51017 PG 773, Page 55 of 96 9760 NW YTH COURT 1G �Su m Eand M DninQ Inca MAROATE� FLORIDA 33093 j.l:_ 5:�.� �gr-w,r v �i3[4caO):.._ . PHONE: 954-076-72N EMAIL: AOMINBDJGSURVEY.CfMt ww.�pNm+Y.o?m t3M�t'ti et a7 Matelt line Street 13 w-&& ,LW 59 PA IN. Nk IT. RP-L N+r.wte - C4 N Nra y tIJ oA{NiRN-RRCR RNO&Ad I Y ——t�n"n' a snot 31 Laymed P.O9.-Point ofBepmio0 B.C1L-BtowudCamtyRecords P.O.C.-Pohl ofCommmcamem R-Radios P.O.T.—Point of7emddtim L-Amlm;0 P.B. - Plat Book D -Dabs (Cmtnl An&) Ps. -Pqe INSTR # 114251313 Page 175 of 253 INSTR ii 112470779, OR BK 51017 PG 774, Page 56 of 96 p T}�( 6750 NIN YTH COURT zDjf>:�$u�v� a �tt{t11��o 4Ch'Inc. MARO NL'95ORIDAJ 4 ♦ g�� s_i�I ...D)R._ PHONE 0.54-075)t41 EMAIL: ADMIND[UOSURVET.COM wrw.dJO�urny.cun . .. !host 23 of 67 Match line Sheet 14 T—W ,.« IN �x N ��>ranr y 1A ' - IN W..h," Tm 65 �7p7 Nx 4WJe/ wnn I t. �•U! PlYO.p I W« '' `• 41xp ._ FYI HAR PYe'x' OVllp' 1 etch ine Sheet 3 d omtomeo"ing B.C.B.- Bmaa7d County Aeconb omtoffka�meemeat r R-Radio ointofTetmimtioa L-AmLenglh t Book D— Dohs (Central Angle) INSTR # 114251313 Page 176 of 253 INSTR # 112470779, OR BK 51017 PG 775, Page 57 of 96 .� _. ._ .._. 6760NW aTM q a ' � �(\1 ��,(R (� MAROATE, fLOSRAWA DJ1Y1�Survg�and�IRLB>Ic, PHOME asaa + - 'r"i �• EMAIL AOMIM®DJO Matchline Sheet 15 1 ,�T.srLI I i IN 'tmasKtaai"co�m.7w � tcmgca. { �I I� �I I I i I - A I '�F I w,AMftw.LTM7 k7s I I Mar,Imd I L" nd P.O.B.-PoistofBesimin2 B.CJL BtowardCanty Rmr& P.O.C.-PointafCammamammat R-RsNm P.O.T.—PoWafTem3imtiaa L-AteLaa0W PAL —PWBook D- Dabs (C MWAnk) Pg. - Paaa INSTR # 114251313 Page 177 of 253 INSTR 8 112470779, OR BK 51017 PG 776, Page 58 of 96 u FlT50 NW BTH COURT MAROATE, FLOH7DA3X*3 ' EMAIL' ADMW®D.IGSURVEY.COM xwu,�gpwrvaymm tAert 26 of t7 Match line Sheet 16 I I INNi�W4E I I I��l��Y)yyIyy I IMf� MI�M I 4�Iti M I N I I I7r�PlaaY I WmAsem CeedsmW® 9� I I � I � I I I Legend P.O.B. -Pont of Bogion4 B.CR -&Mvwd Cowty Rmrdt P.O.C.:Pow of Commoso meat fl-Radlet P.O.T.Powof ormitition L-MoLc%& P.B. —Pimi Book D - Delp (Ceooel Angle) Pg. — Pep INSTR # 114251313 Page 178 of 253 INSTR 9 112470779, OR BK 51017 PG 777, Page 59 of 96 .. 1 mgi dP ,- .;„�1• ' 130730 NIN RbURT 6750 GAh. FLORIDA 33M PHONE: YS4M7S72M EMAIL' ADMINOOJGSURVEY.COM wnw/.�p�urv�ymm Match line Sheet 17 nw •s• r� �� i rdyn •r ra rmar �I y{ qra c-I Legend P.O.B. -Paint of Beginning B.CJL Bmwnd Comity Record P.O.C.-Paid ofComun==cut R-Rdtm P.O.T.-Point ofToruthatim L- Aye L=0 P9. -Plat Book D - Delta (Ceatrat Aegle) Pg. - Page INSTR # 114251313 Page 179 of 253 INSTR 0 112470779, OR BK 51017 PG 778, Page 60 of 96 9fLot G S e and�Ma ' �Ipc _ 761M to � o a72, PHONE 05467t:7PM EMAIL: ADMINGDJDBURVEY.00M www.dl9�vrroYsm� ^ _ Match line Sheet 18 stwot 27 of et Woodmm�7bd 61 ;I w•ufm vrw o-cin� I (m N I� o-ime• �W I� QQ! F Match line '� Sheet28 �m end P.O.B.-PoictofBegmniog B.CR=BmwatdcmayRao"& P.O.C.=PoiotofConmmcement R-Reddq P.O.T.-PdMofTemduttoo L-AroLeaA P.B. - Plat Book D -Delis (Cashel Angle) Pg. = Page INSTR # 114251313 Page 180 of 253 INSTR # 112470779, OR BK 51017 PG 779, Page 61 of 96 DJ ,Surv� in tand� , �-, '. ``jyp��x r•�Mr, qn �i��I.u,.c. ."50NW�C°u� MARGA7E.PI)BoAaatg-7244 aa�i54PHONE: BEMAIL-' N7MIN®GJOSl1RYEY.CpM WwxAyNrvey.00m Rhhoet 2t of 57 Match line Sheet 19 WaT61 PH. I07, P6. 35, B.00. lel.ps • } Na IDelodd li 'qv2" BN.w v iod Sic 6 OeifCauere PW e4 NI to ✓]IUr blVlnl• pQ Wwdmeet —67 P.B. IIr, Pe, 22, B.CA Weedmw Tact 67&A INettwldod 1JI. M h I.e.CA C" IDJU.M MIeGl I Match line Sheet 33 —' Lftend P.O.B.-PowafBegmomg 134.R.=BmwardCotmtyRewrd6 P.O.C. —Point of C®meocmlmt R - R.&= P.O.T.—Point ofTemdinsfim L-Arct.eog& P.B. —Plot Book D- Delta (Ceotol Angle) Pg. - pege INSTR # 114251313 Page 181 of 253 INSTR # 112470779, OR BK 51017 PG 780, Page 62 of 96 .00 rw NW m COURT 1jDJG Sur eying gd�Iappigg, Igcf MMOATE, FLORIDA 44 r .,.,, , PHONE 954p7S 7] EMAIL: ADMIN®DJ09tIRM.COM www.#plurvlyran Match line Sheet 20 I I I � I I I I � I ie 92.F,4iiK I� NrY�YYe I I I Hari Rm.eta A I Ld S. 11.0. 6— ri, I I �I t.a11v ( I I WaodnmlTmn67•A 11 v{ry.f,a.Ci I NrYddd I I line Sheet34 i and P.OJ3-PoutoPBegmning H.C.R.- Hluwwd Cmfllty Record/ P.O.C.Point o[Commeoe®vot It-RadiusP.O.T.:Poiototimmingioa L-AmLenO P.B. - Piat Book D-D fm (Cmtnt An&) Pg.-Page INSTR # 114251313 Page 182 of 253 INSTR # 112470779, OR BK S1017 PG 781, Page 63 of 96 Ls "Nwantcouar FD: G�Su, e m iand)N4a In Inc, nvawlE.FLOPoO-7244 I Io-ii'•in�� i NI ,fl { �l testa. � I I I ym'K I { I asae.ry.,�o, rt tANaY , a.iaur o-N•na• I I I Mausline She P.O.&-Pohat ofBe&nmY B.CR— Bmvad Cmmty Records P.O.C.-PolotafCaammewea R-Radha P.O.T. :Pooh ofTamindion L-Are Leath P.B. - Pig Back D-Doha (C=UW At`le) Pi• - pap INSTR # 114251313 Page 183 of 253 INSTR # 112470779, OR EK 51017 PG 782, Page 64 of 96 ; J 3UN1;.v1;{{ppLQd411,Y9 g�p�n ' �` 87W NW YTH COA33 J:,..p !4Q t�) ' c tuwoaTe FowoAa9os+ PHONE 9w.e�sna� Match line Sheet 22 I I�4(WrC{ I 6se<.Rc'eta !2. aa�lL T4 D,Ci • I - I nHwwir I- I I �iu• I Hl I TM'a" C 1pu W..&—,T. 64 !alf,la..gara. H-I.Wdw I I ) I I ( s sheet s6 — — — — —• P.OB.- Point ofBeonnin4 B.C.R.=&owatdCotmtyItmordo P.O.C.-Point ofCnmmenMmt R-Radho P.O.T.-Point ofTwminatioo L- Are Leno P.B. = Plot Book D -Delp (Central Am&) Pi• - Pw INSTR # 114251313 Page 184 of 253 INSTR if 112470779, OR HK 51017 PG 783, Page 65 0£ 96 67W NW aTH COURT `� DjG Su l!ey pg an 1 aPP gl;Inc MARGFTE.95"7&1 44 e i,,. �.,,^7. PHONE: YSf-07t.724i EMML• ADMINGOMSMEY.COM w xiprumy.mn 8hpt �2 a<67 M ch line Sheet 23 rr I � �g ?Ja VJ( 4 I t _ I Wvly' — — — Match line Sheet 37 — — — Legend P.O.B.-Point ofBaQiaoing B.C.R.-Btoward Countytiseorda P.O.C.-POW ofComamomtmt R-Radius P.O.T.—Point ofTammation L-ArcLmo P,B.— Plat Book D -Delta (Central Am&) P9.-pop INSTR # 114251313 Page 185 of 253 INSTR # 112470779, OR BK 51017 PG 784, Page 66 of 96 • {.� ( - - - 0750 NW YTH COUNT LBO 7892 PLONIDA 33003 lLL41-11�1{IpP PHONE P54W5.7244 EMAIL' ADMINCD.IOSURVEY.COM _ala:neY:wm 5haet �� of 62 Match line Sheet 28 i— — — — — — — — — — — — — —I I YJ�B furiwry Y4lCll ( Ne11z7aLee I I I I WeedmwlT=s167 I )2.1 I1.431.l.GIL I INalhdWd I I I I NI I v dl I� I I� I I� I i I � I I I I I i I P.O.B.-Point of8ginning B.GR.-BwwadCamtyRaonb P.O.C.= PointofCammtwmmt R-Rad'a4- P.O.T. -Point of Tamiouion L-Arc Uq h IRS. = Plot Book D-Ddu (Croml Anolt) h• -rap INSTR # 114251313 Page 186 of 253 INSTR # 112470779, OR BK 51017 PC 765, Page 67 of 96 < g tin j'I�7 n ll NW OTH COURT �i UjG SurQa n ;andlga ,yIILL "(jwy. MMOATE FLORIDA 33083 '�' p g'> EMAILPHONE:® 49URVEY.COM 1O13UQ V lhwt 34 of a7 _Match line Sheet 29 _ Y%11)al' I. OA° MAf� tgaLt � OdVjaP-➢� I 11a Lduka � 1O-IT of 1 °,O.. a I �M µ�;,ifa�c> wswr lad 6m, 40wfc—P>I ra. u,ra lgar.� I Ioar�rw- 1! I I .I Match IIBa Sheet 38 P.O9. Point of Beyimfnd B.CR-Browwd C000ty Rmorda P.O.C.- Point ofCommmoemeot R-Ramat P.O.T.—Point ofTenoioation L=Are L no P.B. -Plat Book D - Delta (Ceattal A.&) Pe.-Pya INSTR # 114251313 Page 187 of 253 INSTR # 112470779, OR BK 51017 PG 786, Page 68 of 96 �n�llQU nW+'?Q L also NW 9TH COURT MMOATE, PLARIOA 334 PHONE: 95447&.7FLOFUDA 33 EMAIL- ADMJNGDA09URVEY.COM fAewt ]S M S7 Match line Shcet 0 — — — a.r�• �ernirx I a.N . I — I I a4•ru• � I R I I T�,•p I �+I i.SAN I yI � a�4•iorM•I� Cnl WewLMW A¢169 •,a.M9a.tiaC,A ;H1 _ IS7 �I NawW.a - I o I• y ' ( -' wasa:eD9vcaauarw; W.do.WT d69 ra.4 K'i9.er� IrA K9►tisCi I" �y:P Xw YtlNd . ,I I L — — — Match — — — — tine STheet 39 - - Les—d P.O.B.-PomtofBogieniop B.C.R.- Broward Couery Re.* P.O.C.-Pointofcm..wement R*Rod'in P.O.T. -Point of Tar®nation L Am Leoal6 PS. -PW Book D-Delta (Central Ao&) Pg.-Paye INSTR # 114251313 Page 188 of 253 INSTR #! 112470779, OR BK 51017 PG 7B7, Page 69 of 96 Like Ton I ➢. �LhUC�Y��l'L�:..�—ur MA8R7G3A0 TNEW, H711 COFLORIDA U8R3T08p LaiMYCggiTCPHONE BU4767444 3 EMAIL ADMINCOJOSURVEY10 M _ www.l(yeumy.mm ah..t ae.r e� Match line Sheet 31 r------- ----- I'• A-Ir�Ib _ I i ` Loa nc.4 fc—?w ' I ITnb'� I 4fnM I � . Wrut' M MI a,>•>r. I� WepdmlT-170 PI. IMP&TP.n.m yl Iftk vaw AI �I ,I a•.IyV •' I Wmil•0al7YPa70 P.o.lKft .ea - I Inw Ppnd.4 - _ I Wes;,, npld"dr Match Ime Sheet 40 Lft red P.O.B. Point of Beponiaa B.C.R.-Btowetd County Reem& P.O.C.-Point ofComeomeement R—Rad'ou P.O.T.- Paid offormimtion L—ArCUM91 P.B. —Plat Book D - Ddm (Control As&) �•' Pap INSTR # 114251313 Page 189 of 253 INSTR # 112470779, OR BK 51017 PG 788, Page 70 of 96 07WNWOTHCOURT MM F� V�UU,I•`G illQrai 1MQ�IDCI GATE,FLORIDA93003 PHONE a5181ST2M EMAIL:AD 1.NQDJ0.4URVEY.COM .. NWM.d�/YMY-mm Sheet 36 of In Match line Sheet 3 �mer— I � o+.vliai• I I 'Lulew.4 OLIlCouac flv I 1.4t�rL�44C4.' 411w I� llfll' � �) P)IYSYI• WeeAnmlhw170 IVj PA. 1.614 rr.aCJL y) Nnl-IuW 41 O Fil R411w W4r DrIMW 'I W-►—t70 I r.41e1rr•rr.e.t4 . , IN.Irwr� - ' e.rdu• NMMdd Match line Sheet 40 Lnd P.O.B.-Point ofBe&nims B.C.H.- Bmwwd Cmmty Rcmrde PAC. -PodotofCommme®eat H-Ratim P.O.T.-Point ofTermlm w L- Arc 1409M P.B. —Plat Book D -Deks (Cantral A4{)e) Pt. - Paja INSTR # 114251313 Page 190 of 253 INSTR 0 112470779, OR BK 51017 PG 789, Page 71 of 96 _.....` ...... '. $750 NW GTH COURT ` pspe-n8 uthologu. M PHONE: n«" EMAIL: ADMINCOJOSURVEY.COM wnw. .aan aheN 77 N a7 Match lineShet32 ---`_—_ I I I SDI Na11ndWC � I f4 [ tip WLTJ-),m� I I I ,1. R-MM PT'Nfl• it! Match line Sheet 41 L P.OB.-Point ofBgsim&g B.C.R.-BmwadCm* Recorb PAC -Point ofCommmammt R-P An P.O.T.-Point ofTumbf4m L-Arc Legth P.B.-PLt Book D - Deb (Cmtat Male) Pa• - pop INSTR # 114251313 Page 191 of 253 INSTR k 112470779, OR 13K 51017 PG 790, Page 72 of 96 T( LW 7082 silo NW ant camT D G Suu�e.`in : d� lIl 11 C, NMWE.FL.ORIDA33H ,.1 Y �B B • PHONE:95WE7144 EMAIL AOMINO0.109URVEY.COM wwv.�pwwH.mm tMet ]! of a7 Match tine Sheet 34 . nlu Muy.f-.ut. _ Ne�leeMtl� s.w l covl)weerm •� ra.ghtl.r,. I . I �a I� n.a I cy�dW-dw dm I a; tally. I.lcX NrtYdeW Its Lermd I I I I I I 1 � P.O.B.-PedotofBeRmolnt B.C.R.-BtowadCounty Reeotdr P.O.C.-PwotofCommmeemmt R-Radim P.O.T.-Point ofTaminstioo L-Are LWA P.B.—Plat Book D- Delts (Ceonal Angle) PS. - Pap INSTR # 114251313 Page 192 of 253 INSTR # 112470779, OR BK 51017 PG 791, Page 73 of 96 2 �DJyS 'gying;iaPPIQB>EInc, 1r ...a75o NW DTH COURT �,A�,r�P�H��A� PHONE 95"T5.72M EMOJL AOMNOWOSURVEY.COM wMw,dpaMrw7.mm ' 8hoot30of57 Match line Sheet 35 C Mitew Nd IrJidd `roue ! '. ! A Laid Sc 4GdfC6dmmPWi t81d, Id.lO,„ 1 I I INMtlWIWd �! - I I P.OS.- Point ofBesm* RCJL BrowardConotyRftadt P.O.C.-Point ofCommmoment R-1mUw P.O.T.- Point ofTamiaattoa L-An..16010 PS, —PW Boots D -Data (CaohU Aorta) Pb-par INSTR # 114251313 Page 193 of 253 INSTR it 112470779, OR BK 51017 PG 792, Page 74 of 96 ...6750 Nw 9TH COUNT MARGATE. FLORIDA 33M app gi . :AEMNO5467URVE EMAiL: ADMIN®OM9URVEY.CAM www.dJpw,vey.mm . shoot 40 of BT Match line Sheet 36 it „r it-wm La,an PT•Inv Wftft tTnn71 ` IM, ..1/,0.GIL l Na bdWd I ��yyyy!! Yl�nt 01 m Wood—t7sl7l I F Na b&&A rA "Ft / • lhe'/f VOQSR/G01�L'OICfCiIl1 .•.� _ ., r81;h7;B.CtL v1>.m ' YIfIJr D-]nlll• ' Wmd-odl d73.A1 r817;h1;1LCIL aam A ' W NeNi ll-/ I Leflum P.O.B.-Point ofBeynniog B.C.R.- Browad County Rowrcb P.O.C.-Point ofCommmaemem R-Rimim P.O.T.-PoietofTetmioitim L-ArtLeno P.B. - P1R Book D —Ddu (coubw A W.) Pi. —PW INSTR # 114251313 Page 194 of 253 INSTR # 112470779, OR BK 51017 PG 793, Page 75 of 96 LOW AGATE. 9TH COURT p77 It7••U\ '� �11 �j MARGA7E. FLOAIOA330B3 %p 98�-, PHONE: 950757244 - EM4IL: AMANODMURVEY.COM www.dJpwrygmm .2_ NO _ fkert 47 e! 67 Match line Sheet 37 taod SJa. 40olfComsrTW IL ek bIbJJJI - : eypJJ(b x 41Ym `4i�lH � o+Aanr . ." Woody 9YrtT6B I►�aa. - b�inJnr 'Yt �Jnr ruum a .yam wrJnr 00 l R•114v IilLtt w r Jv w�imor Legend P.O.B.-Poiotomeovas B.CA.-BmwudCanary PAC" P.O.C.-Point ofCommeacaweol R-RedBn P.O.T.•Pow0fTamumiw L-Me.Lang& P.B. - Plat Book D - Delta (Camtnl Male) Ps. a Pan INSTR # 114251313 Page 195 of 253 INSTR k 112470779, OR BK 51017 PG 794, Page 76 of 96 6750 NV79M COURT D� SuryepnglandlMy i, 'j- c. M�RaTE,PLOaD� 16� PHONE 054457ST244 EMAIL: ADMINmDJOSURVEY.COM Tod "v L-M.-Aan 4 C.(/Coanr Pfa (MHeetet lV71,BC.A) It R- IS0.09 L- 6065T D-231•Il' 71,11*D' Lw.dSan-4 G.IfC—PLt 91.aea p.tN�MAC.AI R-535A9 L-02SAV— D-67.01'1Y Tnd4 Fmtlapdadde �.n Fa.0 Saedfrbt O:. aeeY 4, ha 21, 9.C.R1 In R-150.00' L-60i55' D-231.41 W 4�33,�� Tnd-C• L.MSam. d N44'4679')3 Gt`C. iW 10.07' (n.Uw6et7wlge1413 d� R-265.09 L-31193' D=1 '2V32• Waadmmt Ttadsl tma-t»,ty.»,AW 412 j80 Sq. Ft. (9.47 Agee) P.O.0 Ewmwau."6- 1 tbmu Tnd°D•. m_ L-d&,d.4GWC--Jqd T. -W LndS1dba 4 GWC—M OWN-411t11%p24e.CJy N1393.09 MI � D-02'4940• P.O.B. -Pout of Beginning PB.CIL -Palm Beach County Records P.O.C.-Point ofComlm ommut R-Ruhw P.O.T.-PomtoYTennioetlan L-AMLANA P.B. - PLt Book D -Delb (CMW Angle) Pt. -Page L.W.DD. - Lake Wm& Dnioege Dietrict INSTR # 114251313 Page 196 of 253 INSTR # 112470779, OR 13K 51017 PG 795, Page 77 of 96 ...LBO 7M 1ryf1 MARGATE, FLORIDA 33053 S4 LAUR7 g,UI;nc, eT60 NW iPHONE 95.46T6.72N pig, t EMAIL'. ADMINDDJGSURVEY.CDM arvw.G9naaaYtom Po6'e' ._ eh.a1 a of 37 waadraant 7r.at 6s (P.B.91, PS. 50, B.C.0.) P.D.C. SnatLwwl Camar 7net"R" WooleW Er.W6! L-dSaa.et3WfCamaPW (P.B.91,P9.30,B.C,R) R-173.40 —LV 6124 0.-29.9' d NS0-13'3f'E D-20361V La 2293, R-161.06' 993), L-41.71' DaM'ISID` aEp� D- m16• h 5 R-aO.OP N70.25'30•E L-36.7Y D+W19'i1a �.' P. B. StAt' 130,810 Sq. FL S 69'0000 B N 6fi59'31•E (3.00 Aem6) 9.71' 13.00 S TS'36'31"W N 91'2729' W g �� N 611W 23.61' I9.37 2T 9lU' g ,y q ada R: 113.00 L-236.93' "10040' R-100.W D-61.64Vt' L-1G2.69' L-34.71' 0.-170.00' D-l9`345P D-19•3r4cr L+131JD' D-72'296P Y 7eot•R• lard Sao. 4Oo1fCamePl t (PJ3. ee, ee ia, e.cx) P.033.-Point ofBaSitniej P.B.C.R.-PalmBouhComity Rewr& P.O.C.-Point ofCa®mameut R-Ra" P.O.T.-Point ofTormkation L- Arc Lenah P.B.- Ptd Boot D - Delia (Ceatml Aasla) Py-Pap L.WJ)D.-LdaWoNhDmmlBeD old INSTR # 114251313 Page 197 of 253 INSTR # 112470779, OR BK 51017 PG 796, Page 78 of 96 0750 NW 9TH COURT MAROATE. FLORIDA 330e3 � nB I pp ng tIncr PHONE SEWS-7244 EMAIL• AOMN913J09URVEY.COM www.�P�Y� Dhost 44 of BY 7ne1 "K" canasnr_ d wpan,.rJam (P.B. 93, Pp 20, B.GR.) Troll "A" a�vaas Lmrdsnc. d G.VCwa,)%m (P.B. ee, P620, B.C.R) 3n916 34. Pt, (6,95 Acn) Legend P.O.B. -Point ofBetilmioti PAC - Point otComen etameol P.O.T. - Point ofTemdauion P.B. — Post Book P4-Pap N'cnAroslTlsw 63 (P.B, 91, P f, so, B.C.R) P.O.B. 01006 12/ur a bets "Jc' finds«layc ilw (PJ3. a,1y. 20, BJM L) P.B.C.R. -Palm Inch County Records R-Redlon L - Are Lentil D -Delos (Ceutrel AqW) LWDD. -LAM Worth Domestic DWmd INSTR # 114251313 Page 198 of 253 INSTR # 112470779, OR BK 51017 PG 797, Page 79 of 96 ♦ D L///111'(�`1��}Q nlCtq� �„ _ .. ,i,�p,�)' J '�U UfLL.'!�e gad Ma Pil c, 0T50 NYd pTH COURT MARG NE: "5-7LORIDA 374 PHONE: p3{�87f7244 EMAIL' ADMM)®DJOSURVEY.00M T-4 W R-160.00' S I dY 4adaeclQdrb�ose Prr '6 ta>D,a.CR.) L-)10.61' R11.1A t19,�, D- Il I•IP30" R-130.00 L-277.61' D- 106'07'02' S 239,529 5q. Ft. E (5.50 Acres) 3 Thd "K' Leedaec I WC. —Pier 11,9.rare UV.r-LI Tnct'R' LeJSm 10.(fCwxPlu R0.n,hrq e.cA1 Legend P.O.B.- Point ofBegimi6g c P.O.C:-Point of ComDaDcemeat P.O.T, d Point ofTermiwtiw P.B.-Plat Book L Pg.-Page P.B.C.R. - Pabn Beach o z u h County Reeord6 R-16DV R-Radiea R-35.W L-253W D-41.2473' L-Are Length D-41-MM' 0.�13.00 D � Delta (Central Angle) R.43Jla L-66.43' L.w.DD.-Like Worth L-66SO D-6r3VIS Drain District D--6N439r 0.-to,W It ildm' L-73C Lw1.7P D+U•IIVI" = D-4T2d30" golmni. N ol•OP31•6 61.78 Sued642P toixw15ria 4w`°C.aJ P.O.. a 6e )gsr w pmM.edt amc7lW-R' P.aB. 60 asea h21L INSTR # 114251313 Page 199 of 253 INSTR # 112470779, OR BK 51017 PG 798, Page 80 of 96 ' $ 1 V a� YIII�J 5 (" 673A E, 9TH CWHf c 1nDA7E, FLOR�DA33003 .3J. � g PP B)i S PHONE: 964-VS-7244 EMAIL• ADMINBDJGSURVEY.COM •E• S 00.2625" W I e4,07 R-200. L-119.76' R-�,� L-391T ��u D - 34•I 18 t35' 0-9o•o6'06• 'tax ej+r 41„ S 34.43'00• W 5299, N 63.16'13" W R-497,00 64.E Iyy C.. L-44236 .� D-50.574a• qq mre..a tt�ey.v,ecy ggRR m I 365"33'59"W 288,149 Sq. PL 31.99' T-61 ACtee) N 9o•60'Oo" W 1 14.66 N 63.1521- W 149.4V N!9.3335•W 300Do S 00'09031 E 1130' R-159.00 L-36595' D=139.46'S9" P.O.B. nNnad U_. Tut -A• P.OB. -Poid of BMWaing P.O.C. +Point of Commea0emeot P.O.T.+Po ntofTamlottion PB. -Plat Boot Pi. ` Pop 'beet 4 fdduxsffda4 Ted Fe S"Wdw &W I..54.hp31,ACJy PACIL -Palm Bach Comity Rate,& R-Ratiiw L-Ate Lao D-Delta (C- dAode) L.W.D.D. - Late We& Dtaimp Diettia INSTR # 114251313 Page 200 of 253 INSTR # 112470779, OR BK 51017 PG 799, Page 81 of 96 IPd �j Sjj T �1j �ep� M n eCr I`„' 67W NW OTH COURT : ","eY'��j•., �C` 9� v^�I MAROATEFLORIDA 330s! 1 .I PHONE; 864�676.7244 FM IL- ADMINOnJOSIURVFV_C P.O.B. Wemeo.M.6-a c- 7hd r L dS.4fiwcb .n Pfe Re.tl &".e.CA4 Tnel-Ell 4ad Sre � OeICCFune Pk+ 1rA. u.ry. m, ecy R-4S.66' L-1St.61' D - 30i'S7'06' N 88'0007' E R-175.0N 56,94' D- lr4S40" S 6PS47S F. R-233St' L-103.11' D-MCI V Len "E' Lod S. 4 OWfC—Pin CIA S.PS.2..B.CXJ R-33.00' L-3037 R-13n00' �pR,J D-St'3175" 0+0 P.09.: Pool ofBeyitmins P.O.C. - Pa w of Commeeeemeet P.O.T. -Point of aminstion M -Pot Book PR. - Pw P.B.CR> Peke Beak County Raw* R-Its" L -Am L090 D - Delte (CaDW An&) L.W.DD. -Lake Wm* Dmimp District INSTR # 114251313 Page 201 of 253 INSTR # 112470779, OR BK 51017 PG 800, Page 82 of 96 C.—id 1750 w1TH COURT D1 gY'n��aP31?g)Inc, M0 6�G7 w EMAIL' ADMIN&DJGSURVE P.O.B. Nonb6 wNorlh tC— Tnd*IV Land S.n I GWC.—.PW / (RJI.)1,31.1g1].GLI Seripr. A.ulnwl S a9.33'3S" R 51Z31' 15-08W.E 33,3V 199,342 Sq— PM 151 A- 7.Ct "A" I1 ''16^W gw LgndS.WenIOePCwrxllu 4I.ST QLlemkll,hp3a.l.Ca.) L= - AJOAO' I9�6 D-3613101` A-30.t D 1949'SS W 61.W Tod W Lia(M I" . r" P KCA) .r Doe twr a,r�]A nciy or \—I1-75.00' L-117.111 D-90'OOVOt 191eP35•W 21AU P r]4derdelr r$w Fa S IWA- (RM1d],Iy]]I, \ ■cAl Legend P.09.-POW ofBa/isoft PB.C.R.-PalmBomb County Roo6ad/ P.O.C.-Point ofCommeoeemeot A-Rdiw PAT, Point ofTewiRltiou L- Arc Leopb P.B. -Pht Book D- Do %(ComW Area) PS. -Pain LINDA-LelmWorth D1 impDidrict INSTR # 114251313 Page 202 of 253 INSTR # 112470779, OR 13K 51017 PG 801, Page 83 of 96 Ll ROnP60 NW ITH COURT 1 MAATE, FLDRIDA 930a7 P.:PI B) Inc, PHONE 954BT6 7 1 CI-DNouc-P-d T" •K• L-cd Sm.40WC—Pla (M tl, Pc 20 B.CR) Pon LAKE C Tnc1•K• l Lu6 Sec4 DoUtane►bt \ (PB. It P1.20, n.CR ) 4 N 33'13'41 9576' I (Pik a,91H,aCtyJ N 11°17Y4" 22.04'l0•E R- 122f1,970An ' L- D-00.2132• P.O.B. T.U.I. LaILc 4 WCsrw-17-1 (P.e 6l.Pa• 20, B.C.R.) PAB.-Point ofBashmim P.O.C. -Point ofCommacemat P.O.T. -Point of Tmmimbon P.B. -P4t Book PE -polo Not--ludN FwLm6.&I TOskP— (Pia, ►1.31,ECJl.1 POD POD R-120.00' M{NR7AMtJ -9 L. 1It.13' Y -� 300EP N 72.3$151• E D-71.2941 102.19' 23.611, i0 �J 17.27R9• E 7 R-100D0'J L-34.71' 91.13' E D- 19•SS'40' j7- J mc 469.437 IPAMPL 31. R CA) 11.24 • N-1 Oc1-1-1 Pant A."T_ Ft_ R2• %h31,E.C.R.) P.B.CJL -Palm Bads County Retards R-Rstthu L-AmLmWh D -Dolts (Cc" Aalla) L.W.DD. - Lolm Wa10 Daimp Disnict INSTR # 114251313 Page 203 of 253 INSTR # 112470779, OR BK 51017 PG 802, Page 84 of 96 ? 0P� 076D NW PTH COUTD ARATEFLORIDA 33003 PHONE: HONE ,B61_"5.7241 £MAILADMINCOJOSUR W:Y.0 www.dJpWrve(.aom 6aoltn¢t _ S B9°3335a E P.O.B. SMat E 73.75 SOIIU1Sate Blvd. He c—Tp M* (P.& tl, Pa 20. B.CAJ ;, N D0.12'16" W rtLauda"Trrh 13D31' rprtmr 3ebdiaws fan N01°44'13'E R ro r�raai Gaut —� --- 6-d 333 194.78' ._.. inn c 1 LoadS¢4G&C —PILL ry-ft—w N 7 26.49' t wooden lTnn50 Va. l I, U.CC14 Tnn•C Lead 6oa.413wfCaeno Part pa. e.rLlC,arJll waw—WTnn 51 P..LAkULul "I' ucap 8� Rg Rirlvry At Tamuae Ol t>;rataa[y NW 82nd Save! Wo-.-d Tact 53 Foot Lau�rdJr TNd pa.14 k.II.RM Fanm 9ubdvWw paaRH.auy LeApmd P.D.B. - POW ofBes[miBa PIMIL -Palm Beaek Comb Reeelda P.O.C. — Point of Commmrcarool It -Radio P.O.T.-Point ofTemdmtloo L-Am La h P.B. -PM Book D -Deft (CWAW Aost) P& -hta L.WD.D. - Lab Wdtfi D ah". Digrlet INSTR # 114251313 Page 204 of 253 INSTR it 112470779, OR BK 51017 PG 803, Page 85 of 96 's� �j ul`Ye • 4 aDd� a�p} g l'nc. MARGATE FLORIDA a44 .rQ: �,..t �r._.>- EMAIL ® G ADNNSVftVEY.COM • eww+gp.uneY•oom LEGAL DESCRIPTION Apare,of7hw,A,B•WCLAM SEC.113O1F ODURS! PLAT ...din 106eDldmmof, u- ded b ylW Bwk U. hp 20, efb.hb0e Aral. dBmvd Csu.p, tYAm, W .p.dr e[FDRTUUDFJtDAiS TRUCKFARW SMDMIGN by ZC.l,Towe-%iD 19 Two%, R.ye 6l Eul,am.do{ b dmp1.16,wmS u.cmdeL r Nraoot/, lyc7l, of YesWGe R..& erD-.d Ce.ry, Fivid.. d--.W r f.h.e: Cuw..claY tb-Honb.en eowmofLctlm 4, Toweddytl S.oA. Ray.11 Fir: ha-m Ne,boo'Iam'wrt Wma be Wee Damduy of ldseedeo A 6.33fr1YdoroDrr OF BPADMBdG, W6peblare MM�1y9 WSareoi/11s4ryRasd6eolhlre B.derrd WlbeNoWhb...4ryd.Wl7m A;bmresr,btF777TF..o, WwyddS..&e4u r yllm WNrb hawdry.SO41/ iw �b W0914)'P.is�}bNvsld leW lb'/573•L0.779J7 re-tbereerbeneb Wey ooym, Wy dy.o.d-423Lo0 I.K.ddr d771Ys1•,rrc direr,ef31109 feet;d-U.6Ir337r But 400.006e1; t6rr Nob aro"r w k43SAo feel Yapwdhurmdw .ibud9au0 dyldaf-wglir oriwhgm. eed.md roduw mm b..w )d7YWA;6-&,.6 MrIS' Jm{ datd-.f-w+y Iim and Jmy do74,rmamd byaWATrem... C. 1194M R4dome WA-h*dey ft-of. Wpp.tuovt,.dd orrv. Iok, mee. I.IMSmAwed wkq • Mi. sr73L0 W •. de6.-r"WW,r R dl-ef3977 f t l6eae. WaN bald emra 7e, hW2673• W.K I6A0(rtbm-c.vM"YWoq 6.- f. UWWa.,%old mo Wo wmrcm6r Wwb dio. odic. fZO.00 A+L. deh UVICIV,ruediarmd 119.76 f":brm Waod b oY mna S.W63/V3A0' F.%mif Yrlo.Phu m b.dlhwr..y W. efbN-r"e omuoip%tef...yomdd I. O09cwF-.& a.&6tl0,hrM.efdohblLcRood, fbmwdCDmoy.PleddAaidpbl9.M6y.pebl.•doned,mbyrl emrc(ndid Gee bro Wme dphdbSwb7A•3f'fr Work tbee¢.mbwadmly*,;Wddyror v Dee rddmade reef Wdarr. %-yya.ee r b M$ .beer h-US-- ioaraYAO bK. 610-Mrg"1•.--doWmd 137.61 feet *- SW . W - Nob I9•)n5•WW,Wey odd dpwr, dw mom frt 6mm wr6wwdydey odd ftk r...w the r dry V.-ue ef-kwod-, I mrv.►3yemar-Y dosed%," hrly.ndh• of IN bo..A9.erForodor, r m eldrm d39T.71 be; hem. hypo b old errs aw800-26W'w6d WrypNAp6Wf-w.y eK rAwildoB. lmdory ofWdTract A.7Z"tot; Mm Bouhv"wb'dw{ W ue daWamo come"dm bdywmn b IWNmb." body hello d300A0%K.blh d71'OnT.mredhrso.f 116.92 Gebmmw/Nb odd- B..0lg'M rweK Wwp.oY dpht-dvgliea W Wey del Bu. bw.duy, 727.41 be m. palm a. be-or.-m-sum (ndid 1b. I- old peirI*- Nnb IrIfVP Brik 0---1-egWns thsrodedd mr-Myerr.r.r6rldvbb..ry..diud33a00 hK.ddm d3'11'@'. u ucdlr..m of 19.91 te,k deem ra{,r b WaarnNrb3rSi•Ir WK N16 tatbos.NoA Ir3oar Wet, 110A7Yo;bmmarA 7➢70'W w"./nAl lK thom•rlWydmlb. md.11yW mvw..Y here Mly-am-•Y 6.9bA6.dea-ndlm d)70.00 iM.dalhef/6•VfT, u ue dpleree dW A7 fea; dommyea Y Wd mor.lYn: f1.106f• weK:1131 d>fi drw aaMb.-d.dyWwa W .m or. W9ul-m.-'Yld-.m.. Yly mw-.m du a7-4"rwla.2.%fm oA0 srA•else.d101'o00C,..reoudwyo113.10cdo4; ons kW rWdm7e Bauh AmA .sMWP N",)I3A3fm b.-do-3 WlnSb..WWba6.4d rN a.rw1;bml.ub Oop. 14 W Wawmbama..J lum het rmrlwb Irlow•frt uo.7/ artnrm omlly.layar.ed.lrps mow edd®re %doy.eemw YMMub 6.rr{..eim dpWAD rr, • ddlad36.00Vr, r mdrroedOLN fm;l%rm 6otW oeoWd emrrawbfr100S• a.r,Tlf.N Rw seaport r Mr.d. up•rsam D•n (rOdBr6nrM Adel bon Smb dl'M7P Boq Mom.e9bwdMydoyM w of Wd mrmMr{ wem r tlr9r11orh.dy •..dpr.r310.00 RK.drrof 77T31•, ore dutrm er3llt Wt b.r.lrp•Ib rW Dora. Sorh IS•ITAY Wrt 10.01 soot 0.rmr.benW.lyely 0e rc eh 1•p/Ot cure, cell M-►il wane le Mlirbomt Wrl•{...dl.. of ISA0bK.6Rad 9Pri7Y,r redrWm d 11.6f hr b.polm oflelu.,edw orA Me,oOrlY d/Ysf-.q W. dN,w.Ildlbot,Y rm/ed rOmWlawldlBe.k ddSQlye WdMloAYe Rerr6 dBrrud O.uery, RrldA I.N point A.Ddy.pdddeaep.od eeorrroq bhln IEwbAn!;W7 Wnd17 kr;SmY Wprr rMmmNaO AtlAI'Wrt. de a.d6 m0eoy error yum wd y,MroomlybaoW .WldTl.-rBW woo -I.*@smriniss' "mri koorb d�wr gdrrdm{Mmd.lrpr mr.,Wdcmwbeta..-mrM9rR.dy.rmrd»749ofr,.rfru IrfOM, r rcdurwdO219 � aor •hpetr eWdmor•tdrb w3T17• wr(WmarYd�SeW.po.y 306.rs Rq -jo bre.loeob..aady.IeyM acre r•Or r•.e. rYr•r. N•/o•r.. YMNoOruMdy.MW d73A0pa,.ddb d103'1071•, rm dWmdW l l" b•p.W efnen.errrrr. rdpil drMi{.4eB"daMe6rgM dN,w. /ffiArmw r-rmddwORddllmd, brtlN7,hp 10, db. P.Ylallrod.db.waC.r7,PMldS alum rArb Wm/ old lyYwrgdr (Wd Be. W holy Mw" hawMydrdTtm A).r.1.{ dewd.rpWmw- adder.. %•ra or®eb M purl Irde{..eo5n,of 10f1A0 bet •drool IlYrfl', rmdeRom d7ss.3s frt tlo.e. tyro r.,M orn.N.A0r3o0r W.K dso the "6eordryd7hr A, 9®. d let wwIr,rucdld.mdM.rkd7Wrybrr-d. .94 b, poo mold %d�.aLmr Yr dSwam bpr boulrrd; dralb lr337r omt..ld aaAdotef+q um, 171.14 A. Y M PONT OF bBOD0/II70. TORnm WITH A perm dirt C duld LAND SRC 1 OOLECOURS1 PLAT r a pro• OPORT LAUMDAIB TRUCK FARMS SUBDib'IYDN of/.A.e/, T..rhg.93.okR.W41 But, drrbodr blle..: BBODMDIO r do r.a•.oSmUdyerr drMToo Q61rr bob Wlflr b"..W/60 BedhrYOdWdToo C, U7317 hew •poll do (be ondimb 0jhl4FwV Ito dIEW.IlodOay■.w Wmlb 02Wl r-4Brk"SkPop 4U. ordr%46R.crd. dMrrd Cry.!berg brrS.A ITVT14' wrtAMrMmob" tWo Bscr An be IIws►erbrydYNTorC,700ADl�boo Nrmyaby WdrAdyd�d.hglr.rreyMacd. dwG hmR•.ido &rWOO mOrb.7er►l,wmW hhdoPIM foA.ummMbPbtB kdkromd,.r sPWk s a•M{r mr d wOODMONf'f MCp sl, el:adly b M Nr brr(r lobe l M Beek 9i• hp ly, d1Y hW c Rroonl dBwwd C.rll, p1ed4; llup.pblli Or1Pld• weK•1•y M mlrybw•I,tgefrld WODDhONyTRACr sl, sdlJi M1Rtlurm uob..rob deyM%.rbgdrW WOOtIIdONTTRALT)I W elsyMr: d.rel"srw, aY net.Wys0000arYMa.ud1...1%.rl.{.dV dIW-0OMl.4Wd191ID/r.rrcrlWe.dl71pfr1r9p•Nd r+oman•we.rbrr.sedowryd.y `hlyd.ryd Wd w000M0+YtBACyl1 r W.yll■ R d•r.pown., odd art Wyomnrle M Wodl.-iy.l•ird100R001d..aer dN7a0r,rm Wlod WA fl h•pbe daarpool.rwmr; 600eroA"yr•y Mberbryd W wf10WONTTRACi'sl W.ry M md•t.ylr mw ..de.wida rsan Y M B.rh.dyIYrd7WA16K.MA d7r0dOrerrealr.o.f7mFs b; r•.mryro le Wtlerr 0.o.bs7'30ar B.Kdr{ Wd hrrdrydwOOIWON[TRALTfl, 171�/ Mr•psMdmp INSTR # 114251313 Page 205 of 253 INSTR # 112470779, OR BK 51017 PG 804, Page 86 of 96 7t �l MARATE,R.OHNCDOAU0RT01W� BtY�dPI61F73M B: EMAIL; ADMIN@D.IOBURVEI'.COM arW. .gpwZRV LEGAL DESCRIPTION seer mdbwrlliy dml m W.eq d0ntnain e.e.l l{b e4wayrmeed. aded i.Owwd RBack W0. PW fad,.M. F.Mk ao10 of9-d(b-ty,Fdda,.vddwt deKd. wtwtum,Wd mne bdy m•rnr 0. S.6-.4 Wrbm..di. d230A0 fW; .ddu a43.3PSf+, •'•.n dL--.f 17/.12 &n a.P.W d---t-; der.-%-Wrly dly.dddlkl<f--wry flee ted b,,deKd.I.tmr cone uW-41,6.t mr.w Ia IW M.1h.1brht a.dWd ISDAD D.1,. dslu df2'/1'Sf•,r x di.lrt. of IQM fw dtar I•aW u.dd m.wNW i/•00.00' WaL Yamtdd.yN<fry Liu, Ifr.3f fiY; dmrsmkwwWy Lend.Wdl6.af�w•yRmW dmlfu Ytef. Wpn nuva.tld turwWdymrwrde S•ulhw.tl Wrhl•.adl. afieO,OD Bn.. ddr dJP'00'00•,. K deb.te.r7J1l7 Bs0 dearwfn. a WdaenNwlb 73W0C Wm,daal Wd rilb•euw.yB.a m r: fAl.r dlooD Bel; dma. er0wWdydml..idryhtd-ny Br ee0dm) die Yeof. wtmt our., Wdam bdel tmean r IltNmiWrlb.Ned a eWn d3De.D04.1, a trJkeffl•OODO" rtR di.wref 1/1.12 fer,de.r1•ywb.W tmre Nldl2`OOm`Wen,drt.W d�ta7 ryWef70.DO fen; 6etrs m.d,wab.ret tW .ybHtvrylw aM doges w efal.tm. pure, tekiauwbdq t.raeu IbeSwWm a.d. of310.00 k4 adeW of 17!OBOIr,..m dLtmr dl)l7fetr ernr NY11N'/S'OP BtIL 7SlJRn; rmeeYl►dy drlrtoefe 1.ryml cunt, Wdam ka1•ltm11 rW Wm ly wa set .r.smfw.-, .f7•D31b r.n d.9.1 wb. frlrt- downswry dteq erlbr.Wa-d mtof.40-a e,a . m Wq-k de24'lrF WWt ..;6-..mfed,e4W ef7AJ7/S',.redinmu d3/,1f BtGOmr.yaatubvlg. Steil 7 on I I,- da.11 for fm.r.wd w- tr4L14 1t d.wRmt.un. rAr W K 31 b dtl, 4- Wrbt.rdr.f Xm froad.WK)9M7•,.ledba 10 dic SW IWRd.mfau0W267SWealm 0/wl;ll', di.-dr.a dauetmlMw&'Wauwbeimmetrer0t&nWdd...drd70000at A. d27.1193•,m 9,In:eeft9432 ma fteAdmaNmd tD71Rf+Brl, If1024ek Orm rttrlyYeglOe w oft l.pel auwb.lafararer wlaed bniy t ..dlmaflDO.m bq deW dt2VTq+,mlediewr of7PU0frtro•P-1Ydnrw awme•r ermr.mdetaryd.eW •71.1116eC Joao Wdrurtbeht ememrdu3kn1md6.Nq.udlut dSWAOMr.ddudf/VPfY.macd4mutef 4.&.b & tb lbs 171f77•3.80 .4. aft dr.•aarmnYnly.k.mdrj1 of. be;a mncddd ew.►ebm cede Nrdwrlbarht...drd7s.00kq.ddadrOWW,mmclWemd111lI fYl;fxerlayeY 1. rYthaw Nod DT�S'Mals, 0f khetflefwonrttkiy.dl-•fl 17 tram i curvy Wdcam bdmsaranb de l.atlrtaYe WHy • nd®ef7l.00 rW, • ddr HIO'/P00•.r ardlmrwd11711 fen;0emem�. b tW mtn Swd nlfxs• wet slsAD dn; dra.N..fr.mly.Imfrltd. wDwcrw.add m�tbd.twwabrNaedm. rrht. .d1.d3b0AD in, d.W DI'M001P dWl dlr413 fate raVOA fl.yar-M.M d.ame.ldwnkdydml0e red. wp. t.r4 rWaen b.i.ftae.r rod. SatlbweY Wr6d.ndb d7000ofµ. d.W.1`419/3r,.1tdkbrt 0311490 fN r apw arena. au..a" umrwWYydmt deYcefaYetml auto Wdf+ne6t7yc..rw r de Nwd b.dq...d. MOO rrl.deh.d I9S/97•,mR dd..d IUM dd; a-N•A 1/=I W-4194160;11 m• Ne.bOP3NTB.L 13,pD f.C.fw.mdrwldf.ieetr.n dabyw arre,rid auv.wbs _fp deSwbm B.�h.lgfrawm �•ail..no•DDw�,...Ymwrrenl.rr•nm•PaYmrBe�t�f+.fa.riwdsweaYt Iw.I.gaan feYk 19'773P Br1,.Yny ere.W Sw01(flWFwry, 1131D0fwbd. POR7fOP B500R0/q. ALTO TOOETURR WRN AP"ft dTnd DalnWIAND 8RC 4 00LFCOURU PLAY wd•Satlea dtW FORT LAUD6RDALATAUL7:FARM 673 rvillm aflnfea/,7awad*fD s wk Rap 41&ar daabd r rwl m B.IWhtalrrw mtkwvktly rend WdTmD; th-W.6I#D/F]•-E.%.UN fa W.bamdt y dWdT_Dud M-M a�dC�dfrmW. tW dteHfnq. ntrddr OMW Rae.&&* 6MPWfldnrd. hWi. It tmraWWem -q6 kd*4014 Ger, MrrmyeamlyYmt rk e4bW Wll l d l q&wd.uyw oars, dta-bda bnbS. M. floon hK. dah.dM79P,m andbb..d161A• Bdb.p let M1.H-&-trwd.t�Mlat.rInn Bad" th-1nl mrd6t2aat bu MI6916-k,6-p.wnedtkmt N.& 217P00•Ink 42511 bn rttail w ran d. `l dt Wor&.b.WtnWNmb aa.tlaw.mlydwsA. w afaam7 a.Is IM .a.preu IWinsa M4&of 90 &V;a& 0f11.1 r.mm diem fin" hna-U.Smlb..�d.rere NN.tAIrmw B..k 43"1f S0MmA S0.fWW&Y 71010 bam• PdY d.-r--W 4dda F.W.d.•r3rb32•De06`&n dml.ia dllm,.fw.y lib2ldle fwr.krr aUb b, Yeal.ddAlb..oFegpm.d.lml IM- d. �• n..mdd t.r.bdtyar 1.dulfrdna Wdgaedbad=n frt•ddb ddItOV00 *=&tl --tIW fB.0 6- uyt•l. Wdmm 3m073W S.A k% Q4%. r rty e., MAO 64U.m•.o.la...3.t1)•rq .id do -.&Ma. W dem r and. uww .,% wmenb.bm...r br S.W-,Imoma..dl.. d200A bn,. hmd5/d/00',Mjj bt 6- WON ft Wd mmiw0 NW W Br1, •hy aid.ffblif+•y W., Iff.1f f•S flmr.atr.nayd.Iw/ddtrLwyr.d.Wmdt.td. I.alaa/mre, .ddr.rtball meat. b rN.N.Yitdy •..dY of 214000gadrdCQ7P, m.. d.ko ef7N,0e fiY r •Pdd ef.w.•• ar7.ra 0m.•IO.nrbd.f a.Y d�Hhy flrad.ryr wd• a•MI aun,.ddcrn btlytmart r rfa.0awYYhm...dpe Ktl0.m(..L•dd. d/l'f?!1•, m..dYmrn ar I1/a1 bq &-ftp.r .M-3.A 3MW I.A dM.M ddfafwwlr, lOAD fw m.p.MmrmOYbd jw6RtyR. dNw. e2W 4r3l- ...dd.Om.ld Rrrt1BIM-71WO&pf14K0.Tu1BeRsYidBwwdC•mb.Pbl4:bma.Dwd 1941YPw•a,.h•m wd r'w.l'iht 7'D.71dKID.raot0trtryYm/rwdah.mwa..t,.ddervebefa/ -5"6 0900 Wdr i..dbad17f7A0 B.4addhdId71W}rwllna•r.d]fZ7ffar,dw.YywbYld rmr.Swd 1NDD00• .. .rd�.aFaW R.t,7f,71 rdO�ww.Id7doyrrt daYap.I.rtA..N.web.iq eam.brNa06Phmwm.1Ar d23.00 44• WhdfPIIelt, mYe d/..e• d1110 id Ie.Pdu dnrY.ow•IrS d.raraa.erw.rydaam IY •mdrOddNf+.yYr dliw. IW Sln•A r n.addhwd0/WdR.m4rad W4ly. W.d.ryrrd•ky.le.howd a.r.b.htfwmnrrSa.Awnh.Nq ..ibY d11fL1/f.I,.Yod 7T1/IT,..ndY•r. ddAlO brb• Pelmet eu..daa.Fa$Irpnitmr.; Onamr0n3ydey0.utd..WY erPM%ft.r•b.T• K&I4'r W Wr1Wrf•/.IW.d]WAO RaL.d.lnd72•)iTT,m.cdW.d370.p fukdem w/R.. rYtwreNalld'11Y1•M•n,90.00 b.SO.mfhN2/pdBf• YA.L4172i(..� rs.tambl.my Wd flrke t.Y.{ .-..Wd..mb.igm t•r40etaNwlharbm.e.d. NI06000q.ddadL•Mm•,m Ytdi/m.d IM deR bmuwpnbWim.Smd 71•M'SYwa.LJ01.Q Re0 d.Ya Sm0llUYtwt47f7.IR frcdmts rAYiy.lrmr red• hy.Sa:e., •tL.mr. b•W .w..m 4r i.di.rh/awhadlAAOStt•daW eflf•FOP,m andM.rd77l.SOSYC r•e..plf•.Yr•.. SY60Yd0'01•Bet 137.If b.r.rW..W.dab timed "Ibn eM.w. urnrk re.a. swro•Im• wm•b.a rN.ld•a4wq e.A2m17 Oeyr.saW�d.y.d.tl.afwy R. td.ley raw d..yslaa.w, Wde.n Wmauuwr rlt.dWdy.nd.d ISDS=hK. &Ik dir oiw. m.tdrmdfe3a R. m r POINTOFB311/Ra1p. INSTR # 114251313 Page 206 of 253 INSTR # 112470779, OR BK 51017 PG 805, Page 87 of 96 ". NW OTH COURT MAROATE, FLORIDA M $0 -�S�rLtey ng dmapAg,Incr ...n FHONE E5MISTT„ LEGAL DESCRIPTION ALSOTOOETHER WDH A poNm of eeld Trwl D dre.tW. bubo.: DBOMOIOMIlo-7115k .ed wxxAY mrevKxid Lu10;0ewebwk619CW Bm,)O6.)I Rrr,IDmn SmW 71WW W.I.37dJD kq dmee unikwetWrlyamf de erc ef. tooDWd eeu. ien,p emetvc b Ib NaOmul nly.f A- of ))0.006e,. den of I I•'SYS)•, oo ea dU_ of6i11 Sad x. "IN w O. 60t d—y.ftbl aemM—A rdl4af...y x oecaded ib GMc 1R-1,Boot 643 0,Pyr 6111 Othe Public Rwxd, d Bxwd C000ty. Pt id.; 6.eeo Nor* 2rlM' Rul dedtaid dtU r-,mIio., 27269 feel N 0. POINT OFBEGINNING. ALSO TOOE7)RR WITH TruL E.ed F.fuid LAND MC 6 GOLF COURSE PLAT. AND lr m4H,1.),K4M.N.0.P,e.dQ. LAND ®C. GOLF COURSE PLAT,emodiep b he PW de—roe—dod idplm Book Sf, P.tc TO dfdx ME, Record, d0rowmd Canty, Flxld. AND Paed'A', WOODMONTBBCUAT)ON COI&LMoeordu#b9.►le 6Wm5 u mootled in PW Bmk91, Pep 49, rd. ME. Ro-d, of Braced Gm1Y. FWid.. Sold lets. Idi.j W Defy a OeC'ly ofrw Browerd moo', Plodk mid m.IWy)95AD.es, etoRm Is. LESS TIM FOLLOWING POD'A•. A pool oflevd being apordoo ofTrct'Wood Trn`C',LAMSBC 6001.PCOURSOPLAT,uucaidbrilBwkli Pep. SD. W porriw eldrdrawdd b Dmcie Rxodd Bwk 6a0. Pq. flu, a ddw MlkRmud,dtremrdMmry, PuldA W.tmmepertleulubhmdtlu 61bm: COM AENCE d me 11—SoodoodmmrKadd TM'D'. uidpoW ekcWhesamind m de NedebUmcfNW Ud TNoek,fasen idmamsofmib detYA Wxid7dorddetl/Soo NNW/Id Avie"m m.didlum K6/.1511M 7bewe KG0jr4m-WdK9dl .ofT67,036dNOWjeEd.foo Goo d.d w epvA meet. b 0.Back bv g. "..(5)3.00 led d.-".Mk.rrnP11'j, TRmet, N.rdr.ly dmt 6. s K W d curve, m s Pam. K 6am 6a; of Tkme.,ldudf d.. d.0dMI-41fI.f.13 fee N.polamdwsd.ehmlmmrv.,wearem NPuI,kMej.r.dbe Thoo06im W.eaWgk"s6.se of T6ta.Nodhulr W EYIeb •I••t 6. R KeW n� oo K BmmcK10Lf7 fees dcl.ikimvioteredlmof I 7bs., la,6aly doot M emKeeY uW.A oo s diduetKlW] 6m1, Tbm., SoeRSO•M90' Eet1,.dlamn K)t1.10 6e1b0o PO0fT0P BBODNNG. told Inde bbt W MDy b 1k.CYY-1`7 ,Bee-d Comb, FbmA W.o.Wrdry 917.Mop— 6e(90 m)mnm loo. LESS TIM FOLLOWING POD'B'; A►wdm o(Teed W.LAND MM 4 GOLF COURSE FIAT. m ramadedarAt B.oict0. Pip 10. afdw hUkRe."or SmmMOemb.FWeA%b&gm pwdedulydwa%Wnmtlwe cuNhoNCBIOxlo, SoldWmlxma, W WDMONF TMCf 65, mdlm m W p610mm4 aoft"m 6 PW Died, 91, pw 3q K6ePdfe p.pmd,dieWW Gmq, mold . W pdd aabdbS.►aa>6eWWaylbesrMN 0d6Avmoa {d.rdlhd 60man Rmmb Book NS%FM62kddb/ IkSormR6dfEwmm1 Comb. Re* Doo-.11"21400? Wok dbej mld Wmsdy Em,.dlmmmK►3D71W mlbpONTOF Tbdv, eoedea 9oM TI'000/' Wal eW ui6 WdkddyEY, k WIeKTli.m 6mm.ysidm dbsK. tiR'iY e>eR cmmwb 6.IfRd, ►nly.dkdtm of IT6Bo Gal rd. eetDd.ykd7lAYS•;.rdkt ib.brw iemslpLNe9 xr66+le7Yeq 71aa. We"*dbo/ w s KxMewr m s04xonK131AS ft TRke.NiolhrM7b' Wak.40-491.13 W b lb peluof—de- r..I ftom.e,mm.Nd. SmkWely. ." of MGM 6m W o.mmdmtlrK I*3PI!; llmoM Waluly dx04 me KNld ak.e des NRme d3d,7! reed b 6. ye6/Kmdpmp INSTR # 114251313 Page 207 of 253 INSTR 4 112470779, OR BK 51017 PG 806, Page 86 of 96 LS 67SO NW BTN CDURT e �J11G'j�lIl,gt2lldIpB,�Ict cvMARDATE FU7NIDR37003 PenDiN.waen uae67iwMcv LEGAL DESCRIPTION nbte,soum7x•)ssrw.r,.irmmervu W:bu.pwdaew.mbef.Nmwc.,...eex..emlDtNew,bae..ea�v, of)10,00 f .ed. sbY mtleof 197Ps9•; TDens, Wrratyaby0,<ucof.eid cbw, m uc di.kem of 10219 Rn b qe put ofkoµ.ry; TWms, Nmm 17•MIP WetEa deans et19J7 fea to W pW .fmle.nuo efecbcdveorvEcoom.c lelDt Nsmu.lDadeta mdim d2UAD Wt.d1 asNequd67•NVI•; Tmrr., NorOoomalyafmt du ac of tdd soa5 m.rc dkunse[T36Jrl 7DmtgNor+b 65•s9'Ji• BW,.iebnm dTJ00 feet b • pis m Sc erc do cbmW tlWa mson to 0.: SeWt+m, Ww1. ally d 161.01 fm .ad.emtbl mde of Ir3/'16•; • e.dal ll.s Was SobatldpW Seeds 177170' Wm; TOms,NetWameAyalm00e K dtaN mrc, m.rcdtmm. efN.71 feet 71,Norm 70-23 PF.;. dimes df9l34e1; 7Wrcsod, c70293P d20-58lremdII.N farm tlupW detMtomefacucdveeat, eaxwely me5oolD,WH.Y. bY,00r 17 -,E. dydovWd70.(.dd. .a. % Emob81*72m.we.111 tve,martf .to .pd feet .r29ASod oda mw B.aE.dltmwd771.06 from mo poletoftvneue ef. elavlvwrvc,eaue..tbmeSmm, Wv;gar.im efx9.f6 ka ada cmoDl.et)cdN•IS'10 ; TDos4 $mmwaey Alan The arc Druid a %m.bdeters o[223)ft. ba pder mSo.mef. etu,ly tmu, emmte a Ibt MID, WvbS.,adlm d10A0 fst ad. umolm3fe of $1. 19Y7^,a sdW you bran floss Wdpdot Na1b Jt•0016•ISM; 7Dtso, EuldrYmomt arc afrmamr4 m rcimm asd.l3 fool; 7De.a, Salm M00T4• Pan, a dlemtc oro.7o kr a. pj.l m W mod Wed tln. efNw jab Aremo and a. PODR OF BFLfNNMO. SaW WAS 1*1 and Wly lame Gry ofTovv.t, Bro,wd c000ry, F1,Ak wdm ooL k4130,210 oq-f.et(1A0 e.$) eme abec LESS TIM FOLLOWING POD c ApaoN.fked1*1aS 4,Teo 4,9So.QF-VNEs.%bde/opftofTmt'r LAMSSC./DOlFCOURSE FLAT, m lomdcd b PW Boot tt.'Soo 70, ef1W PobtleUemtda d&wad LTmry,Plaid.beby romcp.rtimluydaadNd u fdlaac BBDDINDtOYob SacmasolP.Whiss-O. DM79wQ 63,so IecrdMbTr Beet96PatesO,efine Pestle Rmsda aJ BnomdCeuery, llwldtimwpdsDdy m doM.mertise dHw tme Aemar Tbmd, Na0 6f•Inr1fol" d1Y.mufL/1 k.lm apW m do, end, I,& c.m,emetremmeNelm, W'A•t a rdlo.aL T%farWataaaY••Y•DrII•Ir11•;.tadWIW►mkumYWot w.,m7P19OY Wee; O..�id�3f.pb.md.eseolt,mObirmmdSfJl ftrto•pbtmtW eachebadv.eoy em; bWSettD. bl .slkd N•tl40^,oaedrllWtm km W/pact9umld•11'o 1•wel; TD.me, Wamb.lart 1W ucefd0ebot, m ue dkatR d21,93 Woo mepW dtayeaq; nms,NaA 6Y274P Weal. dbtsome[nIA6 hat b. Poly r h.b dteimsr tm.e,mnmrc to W 1oWL Welt'. tdlu d 71-mmt.od. emOY aatk d1P319P; aradsl tloe ban llmaW pW 6oW 017/'/P Wat; Tbmm, Wsadr mr w.rcdaaW mam bediraau ef61J6 ke btlx poW efauteo y; 7bme%Ierm 70'xs'!P W.%.dk-.r"m. jzs.E Thse,lm6 tOYfFPM.q • dlmo dfDl76mb. pW mm. ue Kaebadvm.tioe.mwblle Norm, b.em1. Miurd I30.00 bm adtemW.gs f,1,1J s•&MWVmbenkob WdlbWNsm W17748uq 300.m,Ffoedyakgm.so efuY ean,muedWmodffAl ME Tian, . Odin dOoua6ta10o•tut W aco wdw0vdofmIIOlArOsrfW,,tram,som.pW dawmwe ehsDmlv.urvc,mbavate ma NaIA Wtbt TTb Nemt/•OPyTN Ea6rm d21f.@fod pb. eWm716t rcaf�eWlvWeoec r.r r.so6e6tL W.ir.roimd Y Mb t.d.umrcl w&d ll*W ';.ttdWgmbma Sam WdpWNerm/P307PBar; TWns,NaNr1Y W y Or abet Wlewe, m ro dbtmm arfildhtl m opoW wOt arcd.dtmW m.ti mnmm u ha FuE ieo'mo aeMla d 1sL006e.td oaemlapl f110•U•SY; aedWlb.bvafrarWpdsNsm SO.2ri1•t).Y; 7Dso.,NeAsly.d testy dwbma od Wd azure, m as ialrt.d7otJ! Mt ba pW m du ab da chmsr mloe, eamw le ma R.e, bMm.eadbtef28p.00 Mmd. eMl wbdI6N17tl'! •bid Ile.bma Wa aYeebr16wm1a•10•IYBwt 14 b,A76.0/7r WL.Or.am.f7QA3NbmepeW dearabR d. dmel.r ae.e. caoea.ebmrNa0. burq.edbu dN0.006a1 m/o cmtW md-o r0810 TDss, tsllbmeaelr Yoym. arodml ofans, 0 .b domes, I0. pk.ot TDraq tam IPMS7• Mar,. immo d110A0kuL udltlly, m me pe W dtm.rao d.ebmtresb,emste b IW Nam, b••I•t n4ud250.006d and • ealNayb dl1•I1Pf•; 7btw, WIdyYmt6. ofa.ilmlw,so® ireomdllsA he m MpeWdteetmr, 7Yuu,Neem7PTP 13ft.% sm 77f.0 halbW peso rseams debp .eu1s,cu -to 6.Sodk b.dy. r.dWd 325A holsw aemw.0.d22i6.11•: TDetu, P.sdy Yet' 6. ab r w;;;4 se es ieWvaum!.soto. pWo da.ttmy; 71ou Ptam 67'rnr UL. ir.oto.(Lii tap TbscSNooftor MI•S.ek irrmd2aoos.% SDms,SsN tlTrif•lsoLa dlamm ddlfAx ke m me►OBROFBlOMNQIQ 'SYO IsoO.W"sd bft sm.City dTobab,Rmvud cemy,FWW, -soeetabsO SOU16sq-M.(535-4-.1- I (2M 76m FOLLOWM POD De INSTR # 114251313 Page 208 of 253 INSTR # 112470779, OR EIK 51017 PG 807, Page 89 of 96 .. - .pry. q. BTHONW ITH COURLot TOBY T Uj • V Ujj (p 11 'andiM9 f 1p �i�tll'c MMOATE, FLORIDA i •, : @- w.e�. j'[14i itrL•{-� PHONE 8540TS1244 EMAIL: ADMING0.10SURVEY.COM rww.dprinafmm LEGAL DESCRIPTION Aped ofl.adlykik SPdY A,Tommkp 49 S.-Ih, RY7..1 V-%baV.pad.a.rT,w'K', LAND SECA OOLFCOURSE PLAT. rn.addbPI-lBa.h 11, Pya 24 afmc PIABIR-91 b(Ill WCawy, FWk loop—PV"dydemibdu falbvn. CONVAENCBY m. SYbv.cd �oner.fridTlw W, sa(dl*l We kkl A Pew W me Nodmdy ll n ofNW 7Sm Sbea a. 1,W W .Omdd Racm6s =64516 Pyc SY dthPak. A.cudaKHrwud CuvyMddr TI-M N-& 803VSU ll q Wy add NMbdy Br,- did—.4 7 115 JIM b U. POINT OF BEOBRiWO; Tk-kNwm 0VW5I'-Eat, . dh1YY d6627 fw b be p1al5f a-rdme.1.cb..W w.s, YurP ro b. w .AhMy • ndb.1 IOAO hd eW.ortd "I, d43-",. T►bca, NWhury dey b. w.brA aalrA.a en 6d uarlJ6 rut to Wpdw afnvr.a alvbvc eh dmlmewe, alac.reIs Oe B.,b.rly. 1.6d 445A0 fW W. cilNl.ybdN•tl'Rf•; Th-q NaNdy drt be uc duM awr y aedlw d6616 fw b A. pakl r— a arbwaf. dna*—., mauve to m-Wal. harbp a mob 071A0 Ra md.a.Ydsyk d41•7AT2^, TOtaa,}lelmnb Yey lb. —deId erm qu.ddkms ar25.70 rwb W p.W arMV.M INYa,NdR►Ol'OOSI•EW,adbc.KaeffO,OI GC Theeµ NaIbOr11'M"Ww, adhbeee-fAILSI faabbcpw dnay.nda Ks chwbam, maemro mcSad6aaAl.vvy. ndlr of I Y.00 0ed ed • aabsl syk K I I I• U'SO`, Th.ay Na,mury ad Bumly way mean dwd awe, mmdilrer ef710.m m.t to IW pert KlYpcy, Tkacq BYm71'OP19•—wird uU.1'IWO1fw bAc PeW afaavmnofa ehadkrmn4 mau.er Od ta6-.4 bMy. lamr d1S0.00 Wl.ed a aamrayl aft GruvY, Tb.rABmmlp W sYrdy day udbc dr11 an', Y sro mama ermn rru.me paw dauprm Th-uA SoW 7YSftl• WaA.dldrraff002t ixt Tboa, S.."W'I' WWK. dk--f 41114 bw b bapafal daaran-. of a dd. Pbr4 mrre to me Erl jady.vf_.f 7R00 f.H rd- .".211 f41447S; 1kr4WWay Ym1 m..nd-Id Yrcq Y.n dim K25J06ab6.pdW of—aay.weofadYddevra amrwaro ms WelA hady n6udtlADfw YO•esmd gkdll•Jp15^, �BhYbulY ak,t b. a drY mre,Y endvlra: dYAS fiw ISIhe pow dnrw PYrweda dada evrvq a.rnve e rbAs Woe d10A0 fMYdsamhY mykdU•IIYI'; Tbre.=t Ym3ddan-tuldam,Y Yc6mef7.7. frlbdpYa duaPmey, Th-k Sash 01.0051' qew,. dklruK61.7f fewm epdm Yb.NaNBd sfNW 75m9aa1; 2kac4 SoW IB'79f5 Wad, sky uldNwhline,smlraee efN.T7MbIMtgt'fl OFBBOBb1D+4 Said Iaer lykp Ydbdy lams CirydTwa4 BlveudCaay, Tbdd4 YdPonWdel T79,rTt pum-Isd (SSD.ae4 am-ula4 LBBB TTaEFOLLDWING PODS: ApmcdofwdkU&sp"m,rTnd'A'miT=t C'.LANDUM40WCOURSBPLAT,Yrmldad6P6tBmh11,Pap A wapatloear.Po.A.11.11dbOHWdRrodlBs.kNSO,Pye694.9ora.ta4BcRrald.dBladudCary;Flelktbdy m-npadmWydeudhdr blloss: BBOB1N1140 aba3rI—I Nolbvrleren ef.ldT.-•A•Yd.pam mbs SA X, ef$NdWw BYkvud; r—K3P-bll75.7S•W.Y-y-Id U&16-.a 4W—d 1,184424a bm.p Wof--d.ekakr one,paeK blk 3eabu.sA Wks slam= d2SA0 fd Yda NNW Y11.d9 nr.. TkYA kv&ftm bAm$ 62.mdrYce'4 a Mar 01`7927 few; Tbc 3.6WU2T WM-Ames'd1/A0 ferb bs Pew d—bnOf* P-cvd.rmv.4 emu-eb bs Weq haNyee6eK 2W.F05etrdaeYW rilPdN•Inr, Threre, 3r6rmm11-AM b-m-.fW am, rae 40-0119.76 reµ Thrr. 3adb 3441900• q q.dI—d5299 f.q Tha NAM fN2Pp•Wa,.4400esd14.001w a bapYPl demvamn dachadman4 PmKNabm. s.Wthada1.n6;. f 07A0 MI asd a arbd m01 .(W5PAr; Tbm WaMypky b.ma-f.AY m arWtraedM221 fb.A 2h.esy Sashf WVr Wat, AW -.1"9F Der, Th-c PLIm 10nM- WrA-d41Yr dIOA Itw TD.r4NYYfYf1Ti"WaA.dm -d1YAS fe.q T11—Nab:=. 0.1.Am rs d790A0 bab 7her',1ebbOOtOlWBws, dlwd1720balb.pdm Balired. dmlr aev4P W.A bb. W.It, kvbpandbuK I50A0 bwdseaadl YPkdf7palBll^,anam W.Don dw palllle.ssw, Pgeµ Thee IN—lyrA WHI. daylha m'KrMPrv4Yaro diwrudN5A56w; Tar-,Ndht9727S`W..A sdiku�d2fAt km; 76s-e,Nelh Oe4IV5• Wr4adhreu dpfA00mb0-POBAf OP BBOB7NBA7. 1Y11r6 bkt ydkbt kms cydtr..4 Bre-We carry, Pkdd4 aNamYkkd7Y,lY qre. Rd(6.6I aauiren rha LMTMEYOUA MWPODP A pwBY dTawT, LAND MCA COW CONIBB PLAT. .—,ddI.MaD b KPys70,d1dM0cRrebdBndW Carry,►kdb,kdyan Prteawb' Asrb.d ■ lYlams BBOBBIDIO ub. WrlmYsmtYb-ederandrMTsm'P,ridMbl slrheinp ePdrwb- WalbR`P�'-V OYafNW tom Acerosrdsavlld k OBkW RraebBYkMSO, Pysltl, dbs PYB.Remlb dtedmA Carry. Pw(dq W.xh-A".2ndludIIfSA)hm mddTrsnrri otrrtro.pdrdPw.Y'd.eaYl,Pmn.a..Pm'rr INSTR # 114251313 Page 209 of 253 INSTR N 112470779, OR BK 51017 PG BOB, Page 90 of 96 Le eD�G SIII V Lllg�and� a aIncs H750 BTH COURT MAfiOATE.E, FLORIDl1 J9003 PHONE9514175-7244 EMALL' ADMIN®WDHURVEY.0 LEGAL DESCRIPTION n.—.to r'.ep dw sn: sfwe.mv0. WlheEssledy /lw stNW iR6.941 . seen dbmmcof4645)f I; Tmecs, ndiJh b •fiasmd arva Nttlh NsOPOTP.•.(� dales b(Jd.N melb apeln more sn or• Weul.s eury., mean Io the faeVt, hsWtaa svae[4S.Wfsl mN•«npsl eyle of7d1'S7'06•;•wddYmss 1. Pnsso f-f.,d•1393+P+sl: Tlmm•, 8smmhWtn.1'17 ,00 dmod er t a St ofI elsmsve 41.li teense•►salid sism.6 stun w tmesrep mew.ahwkf...ort75lorea.se.wnYJn�.et17./SM0 .ssAdlk.h.emhmmmp.wxmmtYon7 wed Thss., B.uNsdy Joy ens K efmN 1172160 seat 0 W.pW. 1 Them,Bsu9 ed'T41P Hss1sd6mseeef170.21 Denm•psW mNe P.prsaheelmnl'W..,, aYwNsOhwcµ hrrbt usAmN TB331R"t.I.W. lys•.t).i' -tow •n so-slita5ms•YpelmNn669'40'BI•W.s1 Thnmc feulhwmmrh skRf Hssn ofsstl cmw..e s>c 4lfegge. sflB),d I fep m. pelel mam.m.r.eumlmeWv0. morn m ten Those, . smint ."10. —of •oovs,.—dimosts, r 7Ph tod p.1abWdit ener, fl'OS'S?West; Thema 9.42I''Dov JMf p. suer Wd 2Ds0. ; ss: w,.. ts,_ of he m Bwp.id.—to ; 71mse,, il'gft Ws;.dl%& Mist Sm ldsapokeee dssuof•74'4teeevgamenmden Wit; h.Ned•esdl.s of ISd.00 menWeednl..�edt.-a•;d—Gm hemhvm.of pilot rostt 7.•e/mP weq Thsee0. Nk& 6 y Jsf tr Yc e.1. m.v., "T bs;.es—or mcl Is • poom.. a W BodhmlYts• sr WdTmcs•e•; 7hmee,NMh 6f00fe• WM Jmtdi B.ols)7 W0. s d4lmse ail6f.s6Omm OwpJm sfmmne.eAeaedsraws nnsscs p qe Es6 hsrlFtsndkssh V rw W•.mwmylec. m m4,t Thorn, w.mmh W xe>umy.h,el e..R er..we.wvA.e..e6meeer3P,P and I. v. romr OF Beolxrm4D B•ie tads" W Yetet;s 2,City e(Tss.nc, 11 dCmbq,Fldds,ad cemiJ•1141.640 s9ume hit(L41 mae)naen Jim. LESS TIM FOLIO W= COADffltC W. Pan A pssamof Time •A•, LAND SEC. 4 OOLF COME PUT, a mad" is PW Umh 11,Pop 20, sf6.Pdlk R<sJ. sda—M County. Pmdds.sed spa" ofFORTLAUDERDALHTRUCK FARM SURDIVISIOR so—., d hPhl H..h 4, Pq•]I, craw fuNm Record. e[B1ewW Ca•eq,Flseids, Jlbemtsmn p.stlNmly es.dhds mUs.. DEOQlt7D(GdemNmOam.mNnmmsslemem or.sm Tc•a •A Wdp.ks Jm Wp•yeMmtlw tsne Yoe srtsApu Hmd.wd; Thence.6.um 11')777^B.ss,.kntssW fosh Ys MBmdrye Bm1esW, sd O.NW lks•fwdim •A•,• dWsm of 33171 `� Thorn, tmdloan+•w..�.mlmn.rizsod Gm; 'rhnn,t4e.e n�nr wm•uwne s[31F,t7 rem; TMm, tame Io•lom• Ba1,.Mms or»./o aJb tlw palm mwrmer..r. dedmeusve, amen m ew w4m,hm(y. rWs.r T000rr W.aeRJbm..nesm^; Thtnd, Bamhm.sbdy.l.y Re •mers•W corm, m sn Nslsss d ITle trA m OspsW d Wpecf Than,temh)d•4 WsdsB.rm M41,T7 fmin die psld ofsysvmme ef.chndmmuw,meanmd.Ner1R h.sMf•mdim of 30.006d W ecaed Am m41. NT7'017l; ihssq f..IhnM.Jy d••t a sm of Wdevlm, s.2 HNs.m er37,771 el b Hep•hda(WHmmy; TOsce, tssb 1f4fSP a d4lsme sfR 00 req nemn emu ovlam• ew,.el..e..r3T4.to ed maw v.:l •rmw.we.r.Jmwmnem, men..• m Bww.nhwkf. mlm of Tsoosm W.d..YdwbrTouwr.. �Tl,msiNml►00'IBRf•Wal,.my We Wee Ysef7nmA•W WLdYn dt4WtlYsAwssA•Wmeeear7pp16le.; I TOsse, NaIh4Y0f1f' Fwsl,.dksmmef7534 `I to lhs f0(HFOPH60QMOi0 tdd1W&" gW.Jetm em CtherTswn 11-soedCooad, Fledd0.Wcemddm IMJ42 sasmcfcd(438 saw)mwmb• A pmam dTstl'[•, drsdtc 1OQ'O'.m M.m nmaddbPW Had11,Py10, Ri *01Pdlk Rerm4erfm Pawet "a flsddA W.pm7mefAiml a^.n..a,.,u�.emam uyre,.e lsedeem Pu fmtfl.ng caws. .we e. &s"•AC•esb.Fmd4, sR ►dst smwpmamdseh dadNed m Wsw{ m mew HTtbsq NIYe pdderesrvmsn f7seilaYraew,.wewsb W NaO,Mvkf.mdk.4 b H.N.akh.v*.nd'ssd 110s1:11W IMAmo; INSTR # 114251313 Page 210 of 253 INSTR # 112470779, OR BK 51017 PG 809, Page 91 of 96 9750 NW 0TH COURT Jr SD G_1S4lj1Y ll aIl aff1/ff�f�n Wce MARGATE, FLORIDA 33083 r. �Lwis�i�iA. PHONE: 95"Tf,7244 EMAIL•ADMINOWGS WVEY.COM lvww.gp.urvy.a9m Y-M ' tN 67 LEGAL DESCRIPTION Thamaeoem11"eb'1."Wa4 doee,eldwex Uu,.4 domeeer273 62 Net eodnpeW,reave.w are elnd a.re.emaww m. E.%e.vi41. ewk. or 1,9s000 fees eed 4 ®eel a s..r 11^43V3"; TI-ea, lmrMaY.lm.O, 4n.r..ideoer., md1M WMUnaofNW eq►Avmm. m a<6dwaorf77.0 feel m a.pelm or — me of.ei-ler cum rmm v.Hwmwamfrwin.md...r2i,e0 feeted.emp,t..Bw aO"OBf0i 7eena, emwhartaly 4lmry the me errid mew, o.d de Honk Wee e1`7511,Swet m= di.l.na.f2lAf fetamepeiet K �f. 7hne.,Need, 1976'f5 0%W-L .d.Nmmlm0.00 feSed.am a.0—f rl9wame Js6t.fa.r.Nnat. ebaW TemrarmdI,ale,dmdr dea— M. sfIyand .Wa d.e..talrpl.dall—kY2'7 ,.emuWre.taly.Imp Oean'efdd muv.,.eid th Noeth emef NW 73f 9err4 m.m dWnQ oRns4 Net m 6i. l.W N Iepl.efw B-id Imd,lylg adMl.1 m th.01y of T—, *-ml Co.%ylarekmd emaW.14e9,437.T-. feu f11.34 —) men to LESS THE FOLLOWING SCNODL TRACT, A p4 W"l =c'Ipaem.'T�.et'C', feel S.e I C.VC..rnf0.t,.. t.e.eded in PWBeet Y,?me 20.ofdn hblic Bred. orBmwa/ C.rry,Plaid., eem. monp.tk.lal/demaler r fllova: lelm4/y.t 6a m.Aert mma.r ld Tame eiv,teed.pN.lm 9, sade Weefi..dl.p B.9lm.ed; Tbeme, Bmlh 10"I716" Be,4.leey.dd 90 Br,.db W and I.3nJ7lod m,M Nwf l u.rNW VM ewe4 TYaa" e..le 194744" Wee4.I.30 M1dNm4Ur,.d.mem.f 106-U f.0 TMev. W.60WI2TP W.m,.dW—.r194.12 fe% TMem,74"7111314" " B..,. d„a.f-.0 Not The a,Nmf.1"4Pn" 0.4.a eme.a194.7e rw; Team, NeM00.171d' Wr4.d,tmm of 13631 fa mM 1..tb e.. ofla,N,pae b.le.vl anal m. Nmah Dee orWd Ta.a "C`; Tem,A Bmef N733f" Wt. 4M.1..ld lie, 4 didrm orn.73twoode. 7b6a N/40mre* Sawk.dtlyl.l mdbeLlhMClry efi.ma.e,BnwlC.mry,flo,id4ralm4e.m61134141.q—kol(3A..a q—r INSTR # 114251313 Page 211 of 253 INSTR k 112470779, OR HK 51017 PG 810, Page 92 of 96 EXHIBIT "D" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT RESOLUTION INSTR # 114251313 Page 212 of 253 INSTR # 112470779, OR BK 51017 PG 811, Page 93 of 96 Temp. Reso. No. 12518 June 30, 2014 Page 1 of 3 ® City of Tamarac, Florida Resolution No. R-2014 - 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 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: INSTR # 114251313 Page 213 of 253 INSTR # 112470779, OR HK 51017 PG 812, 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 fts passage and adoption. THE REST OF THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK. INSTR # 114251313 Page 214 of 253 INSTR # 112470779, OR EK 51017 PG 813, Page 95 of 96 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 .M DAY OF f, 2014. CITY OF TAMARAC, FLORIDA HARRY DR SSLER, MAYOR ATTEST: PATRICIATEUFEL, IC CITY CLERK ' RECORD OF COMMISSION VOTE: MAYOR DRESSLER DIST 1: COMM. BUSHNELL DIST 2: V/M GOMEZ DIST 3: COMM. GLASSER DIST 4. COMM. PLACKO I HEREBY CERTIFY THAT I HAVE APPROVED THIS RESOLUTION AS TO FORM: SAMUELS.GOREN, CITY ATTORNEY INSTR # 114251313 Page 215 of 253 INSTR 8 112470779, OR BK 51017 PG 814, Page 96 of 96 CONSOLIDATED, AMENDED AND RESTATED AMENDMENT COVENANT INSTR # 114251313 Page 216 of 253 EMIT "G" IMPROVEMENT STANDARDS INSTR # 114251313 Page 217 of 253 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 INSTR # 114251313 Page 218 of 253 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 5F 37700 Professional redesign/reshaping Fumigation with Basimid SF 37700 Greens Supplemental drainage 4" Perf Pipe & Rock 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 1 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 INSTR # 114251313 Page 219 of 253 Woodmont Country Club Legend measurements as calculated by Greenway course architect Hole 8 Existing p Green sf 4" sand (cy) Bunkers sf 5" sand (cy) Tees sf Fairway 1 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 4 3650 45 2800 43 3100 n/a par 710 4 5 3100 38 3400 52 3700 54000 1.2 1130 5 1 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 par 720 9 18 3400 42 3750 58 5000 55000 1.3 1450 Total 37700 461 34400 531 42200 515250 11.8 12690 Greenway Golf Exhibit B - 3 INSTR # 114251313 Page 220 of 253 E,Njmr ' "H" MAINTENANCE STANDARDS INSTR # 114251313 Page 221 of 253 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. INSTR # 114251313 Page 222 of 253 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 TIlVIlNG: 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. 2 INSTR # 114251313 Page 223 of 253 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 INSTR # 114251313 Page 224 of 253 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. INSTR # 114251313 Page 225 of 253 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. INSTR # 114251313 Page 226 of 253 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 6 INSTR # 114251313 Page 227 of 253 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. INSTR # 114251313 Page 228 of 253 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 andlor 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 abaility. 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. INSTR # 114251313 Page 229 of 253 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 tunes. 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 wom 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. INSTR # 114251313 Page 230 of 253 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 10 INSTR # 114251313 Page 231 of 253 worker and product safety). Collars and greens approaches will be cut to a height between 0.200"4400". 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. 2.12.3.7 Trash receptacles are to be kept clean and emptied a minimum of once daily. INSTR # 114251313 Page 232 of 253 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 5-12 lbs/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 V4" to 1 %z "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. 2.12.5.4 Overseed and top dress (or re -sod) worn or bare turf areas as necessary. 2.12.5.5 Treat turf to control weeds, diseases, insects and other pests, as necessary, to maintain a weed free and healthy turf. 12 INSTR # 114251313 Page 233 of 253 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. 13 INSTR # 114251313 Page 234 of 253 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, drainige 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 14 INSTR # 114251313 Page 235 of 253 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 INSTR # 114251313 Page 236 of 253 2.20.3 Office, lunchroom, and all maintenance areas to be cleaned in the same manner as the restrooms on the course. 2.21and 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 INSTR # 114251313 Page 237 of 253 EXffiBIT "I" CONCEPTUAL ELEVATIONS OF NEW CLUBHOUSE INSTR # 114251313 Page 238 of 253 INSTR # 114251313 Page 239 of 253 W su g Il��y��teli��i '� dt6 g IL INSTR # 114251313 Page 240 of 253 EXHIBIT "J" LEGAL DESCRIPTION OF THE CLUBHOUSE PARCEL INSTR # 114251313 Page 241 of 253 � 6760 NW 9TH COURT DJG Surveying and Mapping, Inc, M PHONE: g54-675724463 EMAIL: ADM INGDJGSURVEY.COM S www.djgsurvi3y.com - Sketch and Description - sheet of 3 Clubhouse Parcel yy= % f♦ 1 e ! L 3 — ...,.. I•.. Net ledaded Fad LudeddeTmckFo— LAKe \ POD \\ (P B 04, Pe 31. a C IL) POD Tme, `E• (PB.oa.Pe3l.e.ex \\ •C• ` / . F" t,edseceedreeenePm 1 7 11 p.e ee,PP as,ecel POD .B• TM^K" L_d Su. 4 0e1FCeuu.e Pid ma is, Pe 20, B C R) No IoeWdcd Fen Wd.".T-k F— (PB.a.Ps31.SCP) No WoW Fwt L.4oWk TmekFam, (PB. 0/, Pe. 3,, B C.B.) SURVEYOR'S NOTES: No kdeded Fart I�vdedule Trvek Fmm (P B 04. Ps 31. 8 C 10 1, BEARING REFERENCE: Bearing Reference: Bearings shown hereon are referenced to the South Line of Tract "I", Land See 4 GvV Course Plat, Plat Book 88, Page 20, B.C.R. Said line bears South 62e17'32" West. 2. This is not a survey, but only a graphic depiction of the land shown hereon and its calculated legal description. No boundary cornets 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 VAUp RE AN ItT THE � 7� SIGNATURE AND THE ORIGINAL RAISED SEAL OF 0210712014 A PLORIDA LIClNSED SURVEYOR AND MAPPER OENMSJ. (IABPJELE NO. REVISIONS DATE P(ofBWWWSwvywand Mepper mNo. 10-0218 DUNU-. YRK NQDJG sc": NTS W&Of� INSTR # 114251313 Page 242 of 253 LBO 7692 6750 NW 9TH COURT �1vDjG Surveying and Mapping, Inc. MARGATE P 0 E, FLORIDA 954.675 24463 C EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com 00001 Sheet 2 of 3 Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C11.) Fan Lauderdale Truck Fanns (P.B. 4, Pg, 31, B.C.R.) POD LAKE •C.' POD "F" POD R=120.00' Ao�Brb, „B" L- 151.83' 6'4AC Tnet"K" R-300.00' N72'3£51"E D=72*29'41" Land Sec .4 Golf Course Plat L -102.89' 23.61 (P9.88, Pg. 20, B.C.R.) D =19'38'59" •)S �. aY 3 7 S 7 4a p* ba N 52*45'41" W R=100.00' S 97*2729" E 95.76' L = 34.76' 98.13' o D - 19*55140" 09'58'39" W 256.57' Parcel "A' Fort Lauderdale Truck Farms Woodmont Resection Complex (P.B. 4, Pg. 31, B.C.R.) (P.B. 91. Pw 49, B.C.R.) 0 N 11'17'44" E 349.63' o Fort Lauderdale Truck Farms �• (P.B. 4, Pg. 31. B.C.R.) 22'04'10" E 499,437 Square Feet N 315.71'-, 11.24 Acres R = 1,950.00' L=12,21' D - 00'21'32" Eastanmost Soudmist Comer Tract "K" Land See I GoljCoruse Pfat (P.B. 86, Pg. 20, B.C.R.) Lesend P.O.B. = Point of Beginning P.O.C. — Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page R=1,950.00' —L - 293.54' D = 08'19'52" Fort Lauderdale Truck Farms (P.B. 4, Pg. 31, B.C.R.) •R - 25.00' L - 38AS' D = 88'06'50" B.C.R. = Broward County Records R = Radius L = Are Length D — Delta (Central Angle) INSTR # 114251313 Page 243 of 253 IN LB6 7682 6750 NW eTH COURT `µ� DJG Surveying and Mapping, Inc. M PHONE ,4.675-724463 S EMAIL: ADMINQDJGSURVEY.COM www.digsurvey.wm Sheet 3 of 3 LEGAL DESCRIPTION A portion of Tract " V, 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 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 comer of said Tract "K", 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°21'32", a radial line bears from said point South 08°18'l8" East; Thence, Easterly along the arc of said curve, an arc distance of 12.21 feet to the Point of Beginning, Thence, North 22°04'10" East, a distance of 315.71 feet; Thence, North 11 ° l T44" East, a distance of 349.63 feet; Thence, North 09°58'39" 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 oftangency; Thence, North 7296'5 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°27'29" 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 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 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°36'55" 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. INSTR # 114251313 Page 244 of 253 EXHIBIT "K" FORM COMPLETION BOND INSTR # 114251313 Page 245 of 253 AIA Document A312n` - 2010 Performance Bond CONTRACTOR: (Name, legal status and address) OWNER: (Name, legal status and address) « »« » CONSTRUCTION CONTRACT Date: « » Amount S « » Description: (Name and location) «te5t)> SURETY: (Name, legal status and principal place of business) K » BOND Date: (Not earlier than Construction Contract Date) K U Amount $ « » Modifications to this Bond: i D None - See Section 16 CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company. (Corporate Seal) Signature: Signature: Name and K )xt » Name and « »« » Title: Title: (Any additional signatures appearon the last page of this Performance Bond.) (FOR INFORMATlONONLY— Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: (Architect Engineer or other party:) K » « » K » AD➢ITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. AntAdditions and Deletions Report that notes added information as well as revisions to the standard form texts available from the author and should be reviewed. This document has important legal consequences. consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to contractor, Surety, Owner or other party shall be considered plural where applicable. ELECTRONIC 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 Doctaoent A322w — 2010 perrocuuaos Bond. The American Institute of Archite,t- All rights reserved. WARNING: This AIA` Doeoernt ie protected by U.B. Copyright Lau and International Treaties Unauthorared reproduction or distribution of this AIA- D000ment or ary 1 portion of it, may result in severe evil and criminal penalties, and -12 be p—e—tad to the maximum satent possible under the lew. This draft was p,du-ed by AIA software at 15:59:12 on 03/16/2012 under order N.:.38767 ':e642 1 whi-h expires -n 11/18/2012. and is n-t f;r resale. Dear Notes: (191767•96. INSTR # 114251313 Page 246 of 253 § 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 under 's 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'sperfmmance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under 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 CoLn—WilEfidn Con ac . § 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 Sure ttyy shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from thi Ou(aer 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 Dees eant A3127 — 2010 perfemanee Boni. The American Institute -.l Ar.-biterts. All rights ras—r d. NAPPING: This A2A' 0oewant is protected by D.a. Copyright Law and Internauenal Treaties. Dnnithorired reproduction or dietributaon of this AIA• Decrosnt, or any portion of was Nay result in severs eivil cad criminal pe"luea, and will be prosecuted to the maaisum matertt possible candor the law. -mThia drat[ as pr tle ed by AIA software a[ 15:59:12 on 03/16/2. 1. under :lyder N-36757'4642 i which expires — 11,18 ; �12, and is n t f r reaels. Us— Notes: i191767 962 INSTR # 114251313 Page 247 of 253 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 offril account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than 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 Construction 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 wrThm coo 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 furnished to comply with a statutory or other legal requirement in -the location wpere the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requir meat 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 I § 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 A312a - 2010 2erformnes bond. The American Institute of Arehiterra. All rights remarved. WARNING: This AU• Decamant is proteetad b/ U.W. Copyright Law and international Treaties. Unauthosirod ropreduetion or diatribotaen or this AIA• Document. or any poetien of it, may rssvit in aaware o-1 and criminal panaltiea, and will be prosecuted to the nanuxai extent possible under the law. This draft was pr,du-ed by AIA software at 15:59112 on 03/10/2012 under Order No.32767D4642 1 whl-h expires — IVII -12. and is n t fr resale. User Notes: i191767'96,. INSTR # 114251313 Page 248 of 253 § 16 Modifications to this bond are as follows: M (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company. (Corporate Seal) Company. (Corporate Seal) Signatwe: Name and Title: is >x< » Address: A » Signature: Name and Title: i( Address: « » NOW, The Anerlcan rmtitute of A[ hrce: ts. All rights reeorvad. WARNING: Thae AIA• Doeumant is Drotoated by U.B. Copyright Lv and Ineornatronal Trea"am. UnautAo—od reprod=Uon or dzatrlbutson o[ Nas AIA• OONnont, or any portron of at, nay rasolt in a vote civil and orrninal ponaltras, and asil be prosernted to the —a— extant poeeablo under the lay. Th1s draft was Pr.:du-ed by AIA soft,are at 15:59:12 on 03/16/2012 under Grder No,3B767n4642 1 uhi h expires . n 31: Ie i_�12, and is n.t Eor reeele. Gaar Notae: : 191'67 952, INSTR # 114251313 Page 249 of 253 EXMIT "L" CONCEPTUAL LOCATION OF INTERIOR ROADWAYS No Text INSTR # 114251313 Page 251 of 253 EXHIBIT "M" INSTR # 114251313 Page 252 of 253 ririr,r L 6 F"i PP[PABttlCATEO POST AND PANEL WALL SYSTEM �l r - - -- CUSTOM6 FT MASONRY WALL WiCOLUMNS INSTR # 114251313 Page 253 of 253, End of Document EXHIBIT "N" 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 Plat Approval ......................................................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