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HomeMy WebLinkAboutWoodmont Country Club Developers Agreement.pdfWoodmont Country Club Developer's Agreement M, Submitted: June 16, 2014 LAND Planning DESIGN Landscape Architecture Environmental Services SOUTH Transportation 400 Columbia Drive, Suite 110 West Palm Beach, Florida 33409 1 561-478-8501 1100 St. Lucie West Blvd., Suite 202 Port St. Lucie, Florida 34986 1 772-871-7778 www.Ianddesignsouth.com C� DEVELOPMENT AGREEMENT Return to: (enclose self-addressed stamped envelope) Name: Scott Backman, Esq. Address: Dunay, Miskel, Backman & Blattner,LLP 14 S.E. 4th Street, Ste. 36 Boca Raton, Florida 33432 This Instrument Prepared by: Scott Backman, Esq. Dunay, Miskel, Backman & Blattner,LLP 14 S.E. 4th Street, Ste. 36 Boca Raton, Florida 33432 SPACE ABOVE THIS LINE FOR PROCESSING DATA THIS LINE FOR THIS DEVELOPMENT AGREEMENT ("Agreement") is made and entered into this • day of 2014, by and between WOODMONT COUNTRY CLUB, INC., a Florida corporation, with an address at 7801 N.W. 80"' Avenue, Tamarac, FL 33321, its heirs, successors, grantees and assigns ("Developer"), and the CITY OF TAMARAC, a municipal corporation of the State of Florida, with an address at 7525 N.W. 881h 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, 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 {00018029.DOCX ) WHEREAS, the Parties recognize the benefits of public/private cooperation and are 0 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 June 25, 2014 and July 9, 2014 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. 3. Authority. This Agreement is entered into under the authority of the Florida Constitution (including Article VIII, Section 2(b) thereof), the general powers conferred upon municipalities by statute and otherwise (including Chapter 166, Florida Statutes), the Florida • Local Government Development Agreement Act ("Act"), Sections 163.3220 through 163.3243, Florida Statutes, and the City's Charter. Accordingly, the development of the Property shall not (00018029.DOCX ) 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 152 single-family residential units not to exceed 25 feet in height, generating a total population projection of 324 persons; (ii) twenty seven (27) holes of golf and ancillary country club uses not to exceed 40 feet in height; (iii) public bodies of water; (iv) 28,000 square feet of commercial use, maximum 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 has 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") requesting 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, requesting the City to rezone the Residential Parcels from Recreational (S-1) to Single Family Residential (R-1), and the Commercial Parcel from Recreational (S-1) to Neighborhood Business (B-2), to allow up to 152 residential dwelling units consistent with the uses and densities permitted in the R-1 district, and 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 shall also submit site plan applications for the Residential Parcels and Commercial Parcel prior to issuance of any permits or commencement of • construction. The Future Land Use Plan Amendment, Rezoning and Site Plan applications are collectively referred to herein as the "Applications". (000ieozs.00cx ) 6. Master Plan. A copy of the proposed master plan detailing the proposed development for the Property ("Master Plan") is attached hereto and made a part hereof as Exhibit "D". 7. Waterway Convey. A portion of the Property consists of certain waterways which were previously deeded to the City when the Property was initially developed and to which fee title is currently held by the City ("Waterway Areas"). The Master Plan contemplates filling in 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 New Waterway Areas are attached hereto as Exhibit "E". As built surveys of the New Waterway Areas 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, subject to the City's compliance with the Charter, the Code of Ordinances of the City and State Statute. Developer 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 in Pod A. 8. Golf Course. Developer voluntarily covenants and agrees to execute and record the "Consolidated Covenant", as defined herein, 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, {00018029.DOCX } swimming pools, cabanas, liquor, beer and wine bar facilities, dining room facilities, parking, • tennis courts, driving/aqua range (no netting permitted), putting greens, 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, 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. 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 from the former Pines Golf 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 $4,448,000.00 combined over a five (5) year period as more specifically set forth herein ("Minimum Improvement and Maintenance Contribution"). The Minimum Improvement and Maintenance Contribution shall consist of (i) no less than $448,000.00 in improvements and upgrades to the new nine (9) holes of golf to be incorporated into the Golf Course Parcel from the former Pines Golf Course for a new driving/aqua range (no netting permitted), new practice areas and a new maintenance area, as well as improvements that shall include, but not be limited to, a new mature tree planting program, renovation of sand traps, relocation of certain tee boxes and/or waterways, extensive landscaping, addition of strategically placed coquina waste areas and cart paths and other overall beautification efforts in accordance with the Greenway Improvement Standards attached hereto as Exhibit "G" (collectively "Golf Course Upgrades"); and (ii) approximately $800,000.00 annually for maintenance of the Golf Course Parcel, driving/aqua range (no netting permitted) and practice areas ("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 {00018029. DOCX } constructed and designed in conjunction with the proposed Master Plan development and completed no later than eighteen (18) months from approval of the Applications by the City Commission. Funding for the Golf Course Maintenance shall commence immediately upon 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 Golf Course Parcel 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 (13tn) month following the date of the Agreement and for each year thereafter during the five (5) year period. Such statements shall include supporting documentation detailing expenditures made pursuant to this section. 0 11. 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 will include, 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 4,000 to 6,000 square foot cart storage area that will either be constructed 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 {00018029.DOCX } 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"). Developer shall commence construction of the New Clubhouse prior to issuance of the twenty-fifth (251h) building permit for construction of a residential unit. Upon commencement of the New Clubhouse the City agrees to issue fifty additional building permits for construction of residential units upon the Residential Parcels. The New Clubhouse shall be substantially completed no later than eighteen (18) months from approval of the Applications by the City Commission, at which time all remaining residential building permits will be issued by the City. For purposes of this Agreement, substantial completion shall mean issuance of a temporary certificate of occupancy by the City for the New Clubhouse. Developer agrees to apply for and obtain any required development approvals to construct the New Clubhouse and that development of the Clubhouse Parcel shall be in accordance with all applicable City zoning and land use requirements. In no event shall the Developer be entitled to receive a demolition permit from the City to demolish the existing clubhouse until such time as the New Clubhouse is substantially completed, or unless otherwise approved by the City. Prior to issuance of a building permit for the New Clubhouse, Developer or its designee shall obtain a completion bond to secure completion of the New Clubhouse. A sample completion bond is attached hereto as Exhibit "K". 12. Consistency with the City's Comprehensive Plan and Land Development Regulations. Upon the designation of the Residential Parcels as Low Residential and the Commercial Parcel as Commercial on the Future Land Use Map of the City's Comprehensive Plan, which designations shall occur prior to the Effective Date, and upon the approval of the zoning for the Residential Parcels as Single Family Residential (R-1) and the Commercial Parcel • as Neighborhood Business (B-2), which shall be adopted on or before the Effective Date, the {00018029.DOCX ) development permitted by this Agreement will be consistent with the City's Comprehensive Land Use Plan and Land Development Regulations. 13. Public Services and Facilities. The City shall provide all public facilities and services 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. If the City lacks sufficient capacity to comply with any obligations under this section, the Developer shall provide for the necessary mitigation to ensure that the Proposed Development is serviced. 14. Reservation or Dedication of Land. Dedications or reservations for canal rights of way or utility easements may be lawfully required by the City or Broward County, Florida ("Broward County") for development of the Property. Developer 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 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. 15. Interior Roadways and Traffic Management Plan. Developer shall convey all roadways constructed pursuant to this Agreement to the respective homeowners' association in which the roadway is located. A conceptual exhibit depicting the proposed location of the roadways contemplated for construction pursuant to this Agreement is attached hereto as Exhibit "L". All roadways constructed pursuant to this Agreement shall be constructed in accordance with all applicable provisions of the City's Code of Ordinances, as well as all applicable county is and state regulations. Developer shall gate such roadways to provide private entrances to the newly constructed communities. Prior to issuance of the first building permit for construction of {00018029. DOCX } the first residential unit on the Property, Developer shall place One Hundred Fifty Thousand Dollars and 00/100 ($150,000.00) into the City's escrow account ("Escrowed Funds") 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. Following installation of such improvements, any unused portion of the Escrowed Funds shall be returned to Developer six (6) months following issuance of the final certificate of occupancy for the Residential Parcel. 16. 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, prior to issuance of any building permits for vertical construction, the Developer shall pay to the City a minimum of $250,000.00 to be used at the City's discretion for Southgate Boulevard perimeter landscaping and buffer wall improvements. This payment shall be accepted by the City in lieu of Developer constructing a six-foot (6') post and panel pre -fabricated wall adjacent to Pod E (approximately 1,200 linear feet) and 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). Developer acknowledges and agrees that the minimum payment noted above may be increased during the site planning process as the City finalizes specifications and cost estimates for the wall and fence noted above. The City shall maintain the wall, fence and any exterior perimeter landscaping at Developer's expense in accordance with the City-wide maintenance plan established by the City under the City's Buffer Wall Beautification Program. 17. 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 improvement shall, at a minimum, include a 25' landscape buffer or water body with a minimum {00018029.DOCX } width of seventy feet (70'), a six foot (6') high wall designed in accordance with City specifications consistent with the wall to be constructed along Southgate Boulevard adjacent to Pod E, and landscaping improvements on the east side of the wall facing the existing residential areas. All improvements made pursuant to this section shall comply with the City's Land Development Regulations. 18. Affordable Housing Contribution. Developer 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. 19. Entrance Renovations. Prior to issuance of the first certificate of occupancy for a residential unit, Developer shall contribute Seventy Five Thousand Dollars ($75,000.00) 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 and lighting, in accordance with the City's residential signage program. For the purpose of this Paragraph, the term "Entrances" shall mean those collective entrances identified on the graphic exhibit attached hereto and made a part hereof as Exhibit "M". Developer also agrees to submit plans to the • City to construct a new entrance sign and attractive landscaping in a first class manner for the property generally located on the SE corner of Pine Island Road and Southgate Boulevard, which (00018029.00cx } is owned by Developer. Said plans to be submitted to the City for review within One Hundred is Twenty (120) days from approval of the Applications by the City Commission Developer shall, at its sole cost and expense, construct the new entrance sign as approved by the City, 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. Developer shall be permitted to install 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. 20. 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. 21. Covenants and Further Assurances. The Developer shall, at its sole cost and expense, provide 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"). Subject to the receipt of 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 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 hereby agrees to review and consider a Resolution authorizing the City to join in and consent to (0001802RDocx ) the amendment and restatement of the Consolidated Covenant to substitute the legal descriptions attached thereto with the legal description set forth in Exhibit C to the Consolidated Amended and Restated Covenant, 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. City further acknowledges that the Property is subject to various easements in favor of the City and Tamarac Utilities, Inc., which easement are incorporated herein by reference. City agrees to review and consider any application by Developer to vacate or relocate the easements, at Developer'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. 22. Development Approvals. Developer 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 particularly set forth on Exhibit "N", attached hereto and made a part hereof. Developer and City agree that the failure of this Agreement to address a particular permit, condition, term or restriction shall not relieve Developer of the necessity of complying with the law governing said permitting requirements, conditions, terms or restrictions. • 23. Completion of Residential Development. {0001 sozs.00cx } (1) Residential development of the Property, as outlined in this Agreement, or 0 any phase thereof, shall be completed within six (6) years from the issuance of the first vertical building permit for a residential unit on the Residential Parcel. Additional one (1) year extensions of this Agreement may be granted by the City after written request is made by the Developer 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 reasonable justification acceptable to the City, in its sole discretion. 0 (2) All homes to be built on the Residential Parcels shall be sold at a minimum retail sales price of $299,999.00, including all applicable 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. Developer agrees to provide City with a quarterly sales report showing the sale price per unit sold in each preceding quarter. (3) All homes to be built on the Residential Parcels shall be a minimum of 2,400 gross square feet, which is the maximum allowable plot coverage as established by the Land Development Regulations ("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 is effect from time -to -time, and will incorporate energy efficient construction techniques, products and features, including programs such as Energy Star. {00018029.DOCX } 0 (4) To facilitate the timely development of homes on the Residential Parcels as required in this section, the City agrees to issue to Developer 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. 24. 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. 25. Recording. This Agreement shall be recorded in the Public Records of Broward County within fourteen (14) days after execution by the Parties. 26. Effective Date. This Agreement shall become effective upon the later date to occur of. i) thirty (30) days after its receipt by the Florida Department of Economic Opportunity; or ii) upon the effective date of the amendment designating the Residential Parcels as Low Residential and the Commercial Parcel as Commercial on the Future Land Use Map of the City's Comprehensive Future Land Use Plan as defined in Section 163.3229. 27. 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. If the City finds, on the basis of competent substantial evidence, that there has been a failure to comply with the terms of this Agreement, the Agreement may be revoked or modified by the City Commission. • 28. Miscellaneous. {000isozs.00cx } (1) Entire Agreement. This Agreement sets forth all of the promises, 0 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. 0 (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. (7) Binding Effect. The obligations imposed pursuant to this Agreement upon Developer 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. {00018029. DOCX } • 0 • (8) Attorneys' Fees. Should either 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. WITNESS — PRINT NAME WITNESS —PRINT NAME ATTES Pat Teufel City Clerk 11-714#,\,T_M' Date: 90 ®` %;°9,9® • el ..... • • d,\��� G ®�51����� CITY: (Harry Des er, M yor Date: Michael Cernech, City Manager Date: Approved as to form and legal sufficiency: Samuel Woren",Cily Attorney I, Date: (0001 sozs.00cx ) 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 Michelle J. Gomez, as Vice Mayor of the City of Tamarac, a Florida municipal corporation, on behalf of the City, freely and voluntarily under authority duly vested in her 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. LILLIAN PABON COMMission # EE 129700 ',= Expires December 12, 2015 ;X-10Bm" ft Troy fain Insurance 800.3gg.7079 My Commission Expires: STATE OF FLORIDA ) • ) ss: COUNTY OF BROWARD) • Notary Public, State of Florida 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 Cernech, as City Manager of the City of Tamarac, a Florida municipal corporation, on behalf of the City, freely and voluntarily under authority duly vested in him by said municipal corporation and that the seal affixed thereto is the true corporate seal of said municipal corporation. He is personally known to me or has produced as identification. WITNESS my hand and official seal in the County and State last aforesaid this " day of 2014. LILLIANPAEON Commission # EE 129700 Es a�arTn �ecember 12, 2015 In h--800 38&itl14 My Commission Expires: Notary Public, StateofFlorida Typed, printed or stamped name of Notary Public {00018029.DOCX } DEVELOPER: • Woodmont Country Club, Inc., a Florida Corporation By: WITNESSES: By: Print me: 11t/ dI/ Print Name AAt Title:✓ef Print name: 1� u ,�2.4— day of 1L , 2014 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 �wj- .L•Selm;a the `�e�; d e� 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 IP L N as identification. WITNESS my hand and official seal in the County and State last aforesaid this : i y of , 2014. Notary Public My Commission Expires: Eli-vi'i tim•'',, LILLIAN Pgf3 Cammiss ON iort # EE 129i00 A.B"�01 F ExPir8s December 12, 2015 UldodTftTWFainlneurynaft3&&7tli9 V--. �' �� x Typed, printed or stamped name of Notary Public (00018029.DOCX } JOINDER AND CONSENT By ZAVECO DEVELOPMENT, LLC Zaveco Development, LLC, a Florida limited liability company ("Zaveco"), the contract purchaser of the Residential Parcels, as defined in the Development Agreement to which this Joinder and Consent is attached, pursuant to that certain Agreement for the Purchase and Sale of Real Property (Woodmont), dated July 22, 2011, as amended ("Purchase Agreement'), hereby joins in and consents to the terms of the Development Agreement; provided, however, that Zaveco shall have no obligations whatsoever under the Development Agreement except with respect to any portions of the Residential Parcels which have been acquired by Zaveco, and provided further that nothing herein contained is intended to, or shall have the effect of, altering or amending the rights and obligations of Zaveco under the Purchase Agreement. Print Name: Print Name: 40 STATE OF ) ss: COUNTY OF ) • ZAVECO DEVELOPMENT, LLC, a Florida limited liability company By:_ Name: Title: The foregoing instrument was acknowledged before me this _ day of , 2014, by as of Zaveco Development, LLC, a Florida limited liability company, on behalf of the company, who is personally known to me or produced for identification. [NOTAR]AL SEAL] Notary: Print Name: Notary Public, State of Florida My commission expires: {00018029.DOCX } No Text EXHIBIT LIST EXHIBIT "A" LEGAL DESCRIPTION OF DEVELOPER'S PROPERTY EXHIBIT "B" LEGAL DESCRIPTION OF THE RESIDENTIAL PARCELS EXHIBIT "C" LEGAL DESCRIPTION OF THE COMMERCIAL PARCEL EXHIBIT "D" MASTER PLAN EXHIBIT `B" SKETCH AND LEGAL DESCRIPTION OF WATERWAY AREAS AND NEW WATERWAY AREAS EXHIBIT "F" LEGAL DESCRIPTION OF THE GOLF COURSE PARCEL EXHIBIT "F-1" CONSOLIDATED AMENDED AND RESTATED COVENANT iEXHIBIT "G" IMPROVEMENT STANDARDS EXHIBIT "H" MAINTENANCE STANDARDS EXHIBIT "I" CONCEPTUAL ELEVATIONS OF NEW CLUBHOUSE EXHIBIT "J" LEGAL DESCRIPTION OF THE CLUBHOUSE PARCEL EXHIBIT "K" FORM COMPLETION BOND EXHIBIT "L" CONCEPTUAL LOCATION OF INTERIOR ROADWAYS EXHIBIT "M" ENTRANCE SIGN LOCATIONS EXHIBIT "N" LIST OF SPECIFIC LOCAL DEVELOPMENT APPROVALS REQUIRED • 19 EXHIBIT A EXHIBIT "A" • LEGAL DESCRIPTION OF DEVELOPER'S PROPERTY • • • PARCELI: Legal Description of Developer's Property 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 00010'05" 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' 12'5 1", an are 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'b00'00", an arc distance of 39.27 feet; thence tangent to said curve South 00'26'25" West, 84.00 feet; thence southerly along the are of a tangent curve, said curve being concave to the West having a radius of 200.00 feet, a delta of 34" 1835", an arc distance of 119.76 feet; thence tangent to said curve South 34*45'00" 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 90100'00", 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 28x'03'35", an are distance of 146.92 feet; thence tangent to said curve South 28x'30'00" West, along said right-of-way Iine and along said East boundary. 287.48 feet to a point on the arc of a non -tangent curve (radial line thru said point bears North 07°4643" East); thence westerly along the arc or said curve being concave to the North having a radius of 330.00 feet, a delta of 3` 18'02", an arc distance of 19.01 feet; thence tangent to said curve North 78"55' 15" West, 39.26 feet; thence North I0"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 46119'55", an are distance of 283.03 feet; thence tangent to said curve North 54110'05" 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" Page 1 of 9 • East, along said West boundary, 185.00 feet; thence South 84' 10'05" East, I40.74 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" l0'05" East, 775.64 feet to a point on the arc of a non -tangent curve (radial line thru said point bears South 6813954" East); thence Southwesterly along the arc of said curve being concave to the Southeast having a radius of 240.00 feet, a delta of T'32'24", an arc distance of 31. 58 feet; thence tangent to said curve South I Y47'42" West, 10.01 feet; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 25.00 feet, a delta of 95126'33", an arc distance of 41.65 feet to a point of intersection with the northerly right- of-way line of N.W. 81st Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County. Florida, said point also being a point of compound curvature; thence westerly along said northerly right-of-way line and along the arc of a tangent curve being concave to the North having a radius of 1395.00 feet, a delta of 004343", 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 are of a tangent curve, said curve being concave to the South having a radius of 127000 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 1214821 ", an arc distance of 235.35 feet; thence tangent to said curve North 00" 10'05" West, along said West boundary of Tract A. 969.69 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 9W'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. is 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 are 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 70100'00", 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 Page 2 of 9 . 174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feet, a delta of 62'02'56", an arc distance of 162.44 feet thence tangent to said curve North 14" 00'00" West, along said right-of-way line, 169.36 feet; thence northwesterly along said right-of-way line and along the are 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 are 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 41900'00", 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 1710601", 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"53'45", an arc distance of 34.86 feet; thence tangent to said curve South 72" 24' 17" East, 31.18 feet; thence southeasterly along the are of a tangent curve being concave to the Northeast having a radius of 730.00 feet, a delta of 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' l 115", an arc distance of 94.92 feet; thence North 89'3 P26" 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 44148'43", an arc distance of 422.34 feet; thence tangent to said curve North 87`26'25" East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 75.00 feet, a delta of 90 00'00", an arc distance of 117.81 feet; thence tangent to said curve North 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 87026'25" West, 535.00 feet; thence northwesterly along the arc of a • tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta of 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 41919'36", an arc distance of 50490 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" 28'S3", an are distance of 182.25 feet; thence North 84s22'31" West, 79.51 feet; thence North 00'2625" East. 35.00 feet; 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 90100'00", an arc distance of 39.27 feet to a point on the South right-of-way line of Southgate Boulevard; thence tangent to said curve South 89"33'35" East, along the said South right-of-way line, 1775.00 feet to the POINT OF BEGINNING. PARCEL 4: A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according to the plat thereof, as recorded in Plat Book 4, Page 31, described as follows: BEGINNING at the most southwesterly corner of said Tract D; thence North 14000'13" East, along the West boundary of said Tract D and along the right-of-way line of that certain canal right-of-way as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, 40.24 feet; thence northeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 100.00 feet, a delta of 92147'07", an arc distance of 161.94 feet to a point of reverse curvature; thence northeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 180.00 feet, a delta of 78' 1721", an arc distance of 245.95 • feet; thence tangent to said curve North 28'30'00" East, 425.78 feet to a point on the arc of a non -tangent curve Page 3 of 9 (radial line thru said 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 feet; a delta of 18" 12'02", an arc distance of 123.89 feet; thence tangent to said curve North 70"00'00" East, 430.00 feet; thence North 87"00'00" East, 790.00 feet to a point on the aforesaid canal right-of-way; thence South 32'00'00" East, along said right-of-way line, 276.10 feet; thence southeasterly along said right-of-way line and along the are 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 are distance of 200.36 feet; thence tangent to said curve South 73100'00" East, along said right•of=way line, 80,00 feet; thence southeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 200.00 feet, a delta 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 South 32''30'00" East, along said right-of-way line, 50.00 feet to a point on the northerly right-of-way line of N.W. 82nd Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; thence South 49131'56" West, along said right-of-way line 273.71 feet; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a delta of 14'28'04", an arc distance of 352.26 feet; thence tangent to said curve South 64°00'00" West, along said right-of-way line, 36.78 feet; thence westerly along the are of a tangent curve said curve being concave to the North having a radius of 25.00 feet, a delta of 86652'08", 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' 18'41 " 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 83104'02", an are distance of 144.98 feet; thence tangent to said curve South 72949'52" 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 831 19'S2" 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 1910146", an arc distance of 463.32 feet to the POINT OF BEGINNING. PARCELS: A portion of said Tract D LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, described as follows: BEGINNING at the most northerly and westerly corner of said Tract D; thence South 01 30'00" East, 206.31 feet; thence South 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 1 1"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 2$30'00" East, along said right-of-way line, 222.49 feet to the POINT OF BEGINNING. PARCEL 6: TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida. • Page 4 of 9 • ALSO KNOWN AS: A portion of Tracts, A, B, and C, LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South Range 41 East, according to the plat thereof, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County, Florida, described as follows: COMMENCING at the Northwest corner of Section 4, Township 49 South, Range 41 East; thence North 00' 10'05" West, along the West boundary of said Section 4 6.33 feet to the POINT OF BEGINNING, said point also being on the South right-of-way line of Southgate Boulevard and the North boundary of said Tract A; thence South 89'33'35" East, along said South right-of-way line and North boundary, 506.18 feet; thence South 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 89433'35" 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 00126'25" 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 34'45'00" West, 75.55 feet to a point on the right-of-way line of that certain canal right-of-way recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, said point also being a point on the arc of a non -tangent curve (radial line thru said point bears South 28135'58" 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 are distance of 137.61 feet; thence tangent to said curve North 89113335" 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 90900'00 an arc distance of 282.74 feet; thence tangent to said curve South 001"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 are of a tangent curve, said curve being concave to the Northwest having a radius of 300.00 feet, a delta of 2810335", 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 071146'43" 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 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 17'49'55" West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00110'05" East, along said West boundary, 185.00 feet; thence South 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 58a'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 1314742" 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 9512633", an are 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 • 1395.00 feet, a delta of 0"43`43", 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 19030'09", arc 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 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 1214821 ", an arc distance of 235.35 feet; thence tangent to said curve North 00* I0'05" 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 9013650", an are distance of 39.54 feet to a point on said South right-of-way line of Southgate Boulevard; thence South 89133'35" East, along said South right-of-way line, 171.74 feet to the POINT OF BEGINNING. TOGETHER WITH A portion of Tract C of said LAND SEC. 4 GOLF COURSE PLAT and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, described as follows: BEGINNING at the most northeasterly corner of said Tract C; thence South 00�12'16" East, along the East boundary of said Tract C, 132397 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 are distance of 52.81 feet to the Southeast corner of WOODMONT TRACT 51, according to the Plat thereof, as recorded in Plat Book 92, Page 32, of the Public Records of Broward County, Florida; thence North 04'39'14" West, along the easterly boundary of said WOODMONT TRACT 51, 361.86 feet; thence northwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 100.00 feet, a delta of 102120'46", an arc distance of 178.63 feet to a point of compound curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 1000.00 feet, a delta of 35'30'00", an are distance of 619.59 feet to a point of compound curvature; thence southerly along the boundary of said WOODMONT TRACT 51 and along the are 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 3290'00" 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 are distance of 174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feet, a delta of 62" 02'56", an arc distance of 162.44 feet thence tangent to said curve North 14`00'00" West, along said right-of-way line, 169.36 feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the Southwest having a radios of 280.00 feet, a delta of 59°'00'00", an arc distance of 288.33 feet; thence tangent to said curve North 731,'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 are 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 17606'01", an arc distance of 83.57 feet; thence North 34' 45'00" East, 75.55 feet; thence northerly along the are of a tangent curve, said curve being concave to the • West having a radius of 260.00 feet, a delta of T'03'03% an arc distance of 32.00 feet to a point of reverse Page 6 of 9 • curvature; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 79'5345", an arc distance of 34.86 feet; thence tangent to said curve South 72`-24'17" East, 31.18 feet; thence southeasterly along the are of a tangent curve being concave to the Northeast having a radius of 730.00 feet, a delta of 3°37'17", an arc distance of 46.14 feet; thence South OW26'25" 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" 1 P35", an arc distance of 94.92 feet; thence North 89"31'26" East, 162.02 feet; thence easterly along the arc of a tangent curve being concave to the South having a radius of 400.00 feet, a delta of 42143'43", an arc distance of 298.30 feet to a point of reverse curvature; thence southeasterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 540.00 feet, a delta of 4434843", an arc distance of 422.34 feet; thence tangent to said curve North 87'26'25" East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 75.00 feet, a delta of 9W'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"l936", 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 of565.00 feet, a delta of 18'28'53", an arc distance of 182.25 feet; thence North 84"22'31" West, 79.51 feet; thence North 00126'25" East. 35.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90100'00", an are 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 14100'13" 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 are 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 are of a tangent curve, said curve being concave to the Northwest having a radius of 180.00 feet, a delta of 785717'21 ", an are 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 01047'58 West); thence northeasterly along the arc of said curve being concave to the Northwest having a radius of 390.00 feet; a delta of 1&12'02", an arc distance of 123.89 feet; thence tangent to said curve North 70°00'00" East, 430.00 feet; thence North 87'00'00" East, 790.00 feet to a point on the aforesaid canal right-of-way; thence South 32'00'00" East, along said right-of-way line, 276.10 feet; thence southeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 280.00 feet, a delta of 41''00'00", an arc distance of 200.36 feet; 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 arc of a tangent curve, said curve being concave to the Southwest having a radius of 200.00 feet, a delta of 59100'00", 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 are distance of 114.01 feet; thence tangent to said curve Page 7 of 9 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 are of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a delta of 14`28'04", an arc distance of 352.26 feet; thence tangent to said curve South 64100'00" West, along said right-of-way line, 36.78 feet; thence westerly along the arc of a tangent curve said curve being concave to the North having a radius of 25.00 feet, a delta of 86`52'08", an arc distance of 37.90 feet to a point of reverse curvature; thence northwesterly along the northerly right-of-way line of N.W. 81st Street, as recorded in said Official Records Rook 6450, Page 688 and along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 1165.00 feet, a delta of 22' 18' 12", an arc distance of 453.50 feet to a point on the arc of a radically tangent curve; thence northerly along the arc of a tangent curve, said curve being concave to the West having a radius of 300.00 feet, a delta of 52"52'37", an arc distance of 276.86 feet; thence tangent to said curve North 14" 1841" West, 90.00 feet; thence North 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 7204952" 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. 8 lst Street; thence South 831 19'52" West, along said right-of-way line, 20897 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 are of a tangent curve being concave to the Northwest having a radius of 330.00 feet, a delta of 11153'53", 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 28g30'00" East, along said right-of-way line, 222.49 feet to the POINT OF BEGINNING. ALSO TOGETHER WITH TRACTS E and F of said LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida. Said lands situate, lying and being in Broward County, Florida. AND Tracts G, H, I, 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. Said lands situate, lying and being in Broward County, Florida. is AND Page 8 of 9 • Parcel "A", WOODMONT RECREATION COMPLEX, according to the plat thereof, as recorded in Plat Book 91, Page 49, of the Public Records of Broward County, Florida. .7 Page 9 of 9 EXHIBIT B EXMIT `B" • LEGAL DESCRIPTION FOR THE RESIDENTIAL PARCELS • • 0 • • DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey©yahoo.coi - Sketch and Description - Pod A nw�a.or — S+rIrtSI a - Q wa<Ao 83H Stf x q asc� S a ��x - «„► H. 790AA S x �A -t In. Tim 51 "t` ' R �. a� �+' Nnt/Rh PI 70r a ,!F ,. lv 73rd k Q ,� � a t1p 517/M 71919 70th 4 nw611115t to, 6m Ct Coa nn 1 . �. S!1M Bfh T"ci"D" Land Section 4 GatrCaune Plat t Plat Book 88, Page 20. B.C.R) Trna "D" Land Section 4 Golt(Coune Plat t Plal Book 88. Pagc 20. B.C, R ) 09-24-12 Dennis J. Gabriele Professional Surveyor and Mapper No. LS5709 State of Florida Updates and Revisions Date LB # 7682 Sheet 1 of 3 Tract "C' rn 4 GalfCoune Plar 88. Page 20. B.C. R) Woodmont Tract 51 ( Mal Book 92. Page 32, B, C.R ) Not Valid without the signature and original raised seal of a Florida licensed Surveyor and Mapper BY QC armt uh— pvumml w awmmu, nc5wr..y.,nMf Ir—. nanaum.,pmnma ue wb mnm or,mna Ihu 010 SM me1W ANtO N' m to INC did awan n dk rc! za,b"re GOWWX ft IMG 9h' III,1 INC 11lh nW M-roablr SIM ramavenracclmAeK IIN, "A Iwinuwrm, a,heMb.,a nr Il/(i i1IRVFVINf ANn b1APM`Ni, INC wd and m, fis,NmrErrttd,n �fin1� w m pn wivMxr Job No. 10-0218 1 Drawn By: DG I QA / QC: DG I FB. PG. I Scale: N.T.S. 11 0 ,x LB # 7682 Ilk DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djj!urvey;@#yahoo.com Sheet 2 of 3 - Sketch and Description - Tract Land Seaton 4 Go(f Caurae Plat Traci 4 ra (rat Book RR, Page 20, B.C,R.) Fort Lauderdale Truck p FarmsPage3,Subdivision. (Plat Book 4, Page 31, D.C.R.) �QA / R m 150.00' L = 606.55' �k v S /� D 23I 41'02„ .. �_ !/ Ij R= 150.00' L w 606.55'—' D,,,,, 231141'02" Traci "U" Land Secdon 4GalfCoune Plat (Plat Book 88. Page 20,: B;C. R,t R = 535,00' L- 625.80'— D 6740 PI 2" N 44g46'29" 10,07' 4I2,380 Sq. Ft. (9.47 Acres) Tract "B^ Land Section 4 Go6rC'ourse Plat (Plot Hook 88. Page 20, H.C•R ) \ R •- 1395.00' L- 68.85' -� Survey Notes D - 02°49'40" i I . Bearing Rcferen= Bearings shown hereon are referenced to the South Line of Tract "I", Land See. 4 Goo C'aurse Plat, Plat Book 88. Pagc 20, B.C,R. Said line bears South 62 l7'32" (Vest. 2. P.B. denotes Plat Book 3. Pg. denotes Page 4. B.C.R. denotes Browan) County Records 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_ Tract "I" Land Salton 4 Galf Course Y/af (Plat Book 88, Page 20, B.0 R.l R'-', 265,aa' L=_ 385.43' D "- 83-26'32" iroodmant Trart St tF'lat Book 92, Page 32, BC,R.) P.O. C. Easternmost Southeast Corner Tract "D" Land Section 4 Golf Course Plat (P.B. 88, Pg, 20, B.C.R.) P.O.B. D� C� R� �C . Eh P.O.B, - Point of Beginning P.O.C, - Point ut'Commencement O.R B.-- Official Records Book 'B.CR, Braward County Records R Radius L- Arc Length D = Central Angle (Delta) Sq. Ft. - Square Feet Job No. 10-0218 Drawn By: DG _IQA f QC: DG I FB. N/A PG. I Scale: N.T.S. �I/I�III�IIIIIIIIIIIIIIIIIIIIIII�I IIIIIIIIII 0 • 0 N LB # 7682 DJG Surveying and=Mapping,'Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey Ccryahoo.com Sheet 3 of 3 - 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 or the Northerly line of NW 82nd Avenue as described in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; Thence, South 49°3 F56" 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 02049'40"; Thence, Southerly along the arc of said curve, and said Northerly line of NW 82nd Avenue, an art 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 456,13'31 " 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 231141'02' ; Thence, Northerly and Easterly along the are 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 curves concave to the South, having a radius of 150.00 feet and a central angle of 231041'02", 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 44*46'49" West, a distance of 128.81 feet to the point of curvature of 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 are of said curve, an arc distance of 385.93 feet; Thence, South 3 8*40'03" East, a distance of 281.16 feet to the Paint 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. C� • �t LB # 7682 DJG Surveying,and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Sheet 1 of 3 Phone: (954) 675-7244 Email: ftsurve a .yahoo.com - Sketch and Description - Pod B A Z d✓p� ¢ q Ny Wm St Hu HN R P G vo ✓. ,ml a l ,b14k �( w... n' lelryu Y �Y. � r >; This e tnql/Lgy� • NA /4hI01 � 'pk Tniflerac,. 13d _. AW 9 � aye.. WFkWa Rtl 6MhSt a (.I i'"' 11 _aydN ;.. Nrr 65tlrR.. 1 Tmcl "K" Land See 4 GoljCau— No (P,13.88,Pg 20,H,C,P.) WoodmonlTmct 65 Lake (CH. 91, P6 50. H.C.R.) U W R H. 6450, Pg 688. B.0 R) 4 b ` Trail "K" Land Sec 4 GoljC.mme Plat (P.R. 88, Pg. 20. H.C.R.) Two •K" Land Sec 4 GnljCamme Plat (P. H. 88, Pg IA, H.C.R.) u ^� \1 e r 2 09-24-12 Dennis J. Gabriele Not Valid without the signature Professional Surveyor and Mapper No. LS5709 and original raised scat of a Florida State of Florida licensed Surveyor and Mapper Updates and Revisions Date By QC "'t'thm.mrmd.nau)wGS""""',AND AIAPMAt1.IN A,m rrp,•xn,a,mu "ryumnnu.,a u w rhn ca, 0-1 WII.,M,mutlar rcantd I— peunyn8 w eumunu, no,,r ••y, w-wa Imq mnn RPM vFmnluk wwho I—m of,mal thui,uwmRrubnmkd mND A APMtanhCd,d ou nvmr Jaen Kw rvf mJwvc or ., N,IT.'II AND AtTb,, G,INC d,d m,mrnch Ns wdK -mLMr,AI,AxW,p4 INCw 111hu imwmciruds pnisny oftlln STIRVF1'IM1f AATI AIAP%Wi.IVr vO, ,h mrhr,gn,.ludilrn uMk,✓m pn rn`.w: m m nfllHi SI/R VFlinfi A`In AIAPIR\rA Job No. 10-0218 Drawn By: DG QA/ QC: DG FB. PG. I Scale: N.T.S. • �t S LB t# 7682 DJG Surveying and -Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey@eyahoo.com Sheet 2 of 3 - Sketch and Description - Tract "K" Land Sec. 4 Galf Course Plat {P,B. 88, Pg. 20, B.C.R.) Tract "K" Land Sec. 4 Golf Course Plat LT 65,89 (P.B. 88, Pg, 20, B.C.R.) R# €56,a0' D- 14`31'10" L-$569.26 1) 21 r 2&30" R:288.59150M, L �� ` 5544a5V W 93 W- 302,916 Sq. Ft. °s (6.95 Acres) R:x 140.Oa' Rom: l! D . 52° 5'35' D S IY4453;W ua:aa V HIP27'29• F N-70'23`50"#• 8.:It' \ IE Woodmonfrract 65 (P.B. 91, Pg. 50, B,C;R.) P.O.B. Southeast Comer N 02'32'31" t; Woodumut Tract 65 20oa' (PA 91, Pg. 50, B.C.R.) R 29.69 D:r 14' S`M:' �i R»dtti.00' �R-t75A6 L 64.26' R- 56-70'� 56.7R' L« 339,57' D 20858'56' �// D --47'18'�47" D===81'.l9'41' S 70'25'50 W� 81.44' TR- N 6WOti00" W S 80'45'38" W 300.00' 9"Y 8,78, if L'u-95A8' ,yob S N-31141" W D�IW 14'05" I10.00' Tract "K" m' Land Sec. 4 Golf Course Plat oa (P.B. 88, Pg, 20, B.C.R.) z PVC P .1 Survey Notes 1. Bearing Reference: Bearings shown hereon are referenced to the South Line of Tract "I". Laad Sec. 4 Go1JCourseP1ar. Plat Book 88, Page 20, B.C.R. Legeud Said line bears South 62.11712" West. 2. P.B. denotes Plat Book P.O.C. m: Point of Commencement 3. Pg. denotes Page P.O.B.= Point of Beginning 4. B.C.R. denotes Browand County Records R Radius 5. This is not a survey, but only a graphic depieiwn shown hereon. No boundary L:-� Are Length carriers were set in the Ac(d related to this sketch. D - Central Angle (Delta) 6. I -or clarity, radial lines have not been labeled on this sketch. Rcfcr to the written legal description for all radial lines, Job No. 10-0218 I Drawn By: DO 1 QA t QC: DO FB. N/A PG. Scale: N.T.S. • C7 it LB f# 7682 DJG Surveying and Mapping, Inc. S 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: dirasurvcvOlvahoo.com Sheet 3 of 3 - Legal Description - A parcel of land lying in Section 4, Township 49 South, Mange 41 East, being a portion of Tract"K", Land Sec. 4 Golf Cattrve Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows: Beginning at the Southeast comer of Woodinout Tract 65, as recorded in Plat Book 91, Page 50, of the Public Record; of Broward County, Florida, said point being on the Westerly line of NW 80th Avenue; Thence, South 21'00'00" West, along said Westerly line, a distance of 93.07 feet; Thence, North 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 of 40.00 feet and a central angle of 81--19'41 "; a radial line bears from said point North 30" 19'05" West; Thence, Westerly along the are of said curve, an are distance of 56.78 feet to a point on the arc of a circular curve, concave to the South, having a radius of 29.68 feet and a central angle of44115'40"; a radial line bears from said point South 46,481€" West; Thence, Westerly along the arc ofsaid curve, an arc distance of 22.93 feet to the point of tangency; Thence, North 87027'29" West, a distance of 331.06 feet to a point on the arc of a 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 4'46 West; Thence, Westerly along the are of said curve, an are distance of 64.26 feet to the point of tangency; Thence, South 70'25'50" West, a distance of 81.44 feet; Thence, South 80"45'38" West, a distance of 99.53 feet to a point on the are of circular curve, concave to the North, having a radius of300.00 feet and a central angle of 18'14'05"; a radial line bears from said point North 00"1796" East; Thence, Westerly along the arc of said curve, an arc distance of95.48 feet; '['hence, South 189 P41" West, a distance of 110.00 feet, radially, to the point of Curvature of a circular curve, concave to the North, having a radius of 410.00 feet and a central angle of 47�18'47"; Thence, Northwesterly along the are of said curve, an are distance of 338.57 feet to the point of tangency; Thence, North 24'09'32" West, a distance of276.02 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 11129'26"; a radial line bears from said point North 65050'28" East; Thence, Northerly along the arc of said curve, an arc distance of 52.14 feet to a point on the are of a circular curve, concave to the East, having a radius of 150.00 feet and a central angle of 110' 13'57'; a radial line bears from said point North 50*27'41" East Thence, Northerly and Easterly along the arc of said curve, an are distance 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 14"3 P l0"; a radial line bears from said point j South 4611935" East; Thence, Northeasterly along the arc of said curve, an arc distance of 65.89 feet to a point on the are of a circular curve, concave to the South, having a radius of 150.00 feet and a central angle of 2 € 7°26'30"; a radial line bears from said point South 7102 P54" East; Thence, Easterly, Southerly and Westerly along the arc of said curve, an arc distance of 569.26 feet; Thence, South 55"40'51" West, a distance of 93.04 feet; Thence, South 24109'32" 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 feet and a central angle of 5210535'; Thence, Southeasterly along the arc of said curve, an are distance of 127.29 feet; Thence, South 13144'53" 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 33a19'03"; Thence, Easterly along the arc of said curve, an are 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 of a circular curve, concave to the South, having a radius of 225.00 feet and a central angle of 22°06'41' Thence, Easterly along the arc of said curve, an are 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 of20.00 feet; Thence, South 87127'29" East, a distance of 429.82 feet to the Point of Beginning. 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. 0 • • 9f LB # 7682 .w DJG Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvcy@yahoo.com Sheet 1 of 3 - Sketch and Description - Pod C r Tract "K" Lard Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) Woodmont Tract 63 (P.R. 92, Pg. 46, B.C.R.) NW 75th Street (O.R.B. 6450, Pg. 688, B.C.R.) rwww�lwlw / E 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 OU1L rb uN niwn ,N UA SCRVLI'IN ANU SIAYYINU.I K'.milem vrrhe inrumulp rtdaa l0her nlgW ur givan;d u.—y. pg W-b kmnr p,rt.ininEU,e,anrnt; riVlnofwry,Mbvu4li� ,,pe,mni4 «Whetnx+rt RVE11IGm Rn«, �b n d - .dit,. !Any rctenm uEore. DIG SUNVl1Tf1U AND AtAPPIVCI.C. did � mmch tlK publk PPI INC.d Parm,nen,Rcvgl dle inunvncnluda I*oPalY ar Ux) INC,N.11 SIRVF.I'tNU ANA bIAPPI`Ni.INC. od,h,ll ml be rtprtduad in •lyd� «in ryn rid.nu SI.7 ivim nfUK SIRIVF.I'INC. A4U AIAPPINC IN('. lob No. 10-0218 Drawn By: DO QA / QC: DO F$. PG. Scale: N.T.S. • • h LB # 7682 . ; DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Sheet 2 of 3 Phone: (954) 675-7244 Email: ftsurv-eyfryahoo.com - Sketch and Description - Tract "K" S 74 Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) p$,1g L - 310.61' D := l I l`] T50" R ;x 150.00' /-- L - 277.81' / D 106407'02" Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg, 20, B.C.R.) 239,528 Sq. Ft. (5.50 Acres) Tract "K" Land Sec. 4 Golf Cotirse Plat (P.B. 88, Pg. 20, B.C.R.) / Legend P,O,B, «, Point of Beginning P.O,C' - Point ofCommenccmcnt O.R.B. - Official Records Book R ,-. Radius L ,.-. Are Length G D Central Angie(Delta) f4 cV Sq, Ft:. a Square Feet Sr rve_y Notes 0 o �c©a i. Bearing Reference: Brarings shown hereon are z o referenced to the South Line of Tract "I', Land See 4 GuljCourse Plat. Plat Book 88. Page 20, B,C: P, R, 35.00' Said fine hears South 6211Z'32" west,, R T 35.00' L = 25.30' L - 25.30' D �= 4112415„ 7.. PA denotes Plat [rook D = 41 °24'32" R -- 45.00' 1 Pg, denotes Page R ``- 45.00' L = 66.45' 5 L - 66.56' D � 8f 36' I S" 1' B.C.R. denotes Ilroward County Records D — 84s45'05" R - 10.00, 5. This Is not a survey, but only u graphic depiction R'w 10,00' L - 7.54' shown hereon; No boundary comers were set in the i? L, - 7.56' D - 43* 11'41" lield related to this sketch, D-.43°20'30" S 01000,51 ' N 01" 00'51" E 61.76' 66.23' Syr 75th Strect N 86"39'55" E 23 . 5' 6450, Pg. 688, B•C•R') - '— P.O.C. (Q.R.B. --'' Southwest corner Tract "K" P.O.B. S 8660.27" W 60.27' (P.B. Job No. 10.0218 Drawn By: DG QA I QC: DG FB. NIA PG. Scale: N.T.S. 0 • 11 LB tt 7682 PJG$urveying` and Mapping, Inc. s 6750 NW 9th Court Margatc; Florida 33063 Phone: t954) 675-7244 Email: digsurvey vahoo.com Sheet 3 oi3 - Legal Description - A parcel of land lying in Section 4, Township 49 South, Range 41 East, being a portion of Tract "K", Land Sec. 4 Golf 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 corner of said Tract " K", said point also being a point on the Northerly line of NW 75th Street as described in Official Records Book 6450, Page 688 of the Public Records of Broward County Florida; Thence, North 86°39'55" East, along said Northerly line, a distance of 231.25 feet to the Point of Beginning; Thence, North 01100'51" East, a distance of 66.23 feet to the point of curvature of a circular curve, concave to the West, having a radius of 10.00 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 angle' 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 are of said curve, an arc distance of 25.30 feet to the point of tangency; Thence, North 01100'51" East, a distance of 662.01 feet; Thence, North 05122'09" West, a distance of 418.51 feet to the point of curvature of a circular curve, concave to the Southeast, having a radius of 160.00 feet and a central angle of 1 I 1 ° l Y50"; Thence, Northerly and Easterly along the arc of said curve, an arc distance of 310.61 feet to the point of tangency; Thence, South 74108' 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 106007'02"; 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 01100'51" West, a distance of 482.84 feet to the point of curvature of a circular curve, concave to the East, having a radius of 35.00 feet and a central angle of41124'35'; 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*3615"; Thence, Southerly along the arc of said curve, an arc distance of 66.45 feet to the point of reverse curvature of a circular curve, concave to the East, having a radius of 10.00 feet and a central angle of 43111'41"; Thence, Southerly along the arc of said curve, an arc distance of 7.54 feet to the point of 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. • ;7 Tract "A" Land Section J GoljCourse Plot (1'lal Rook 88. Page 20. B.C.R.) L. DJG Surveying:and Mapping,,IncP 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey(a?yahoo.coi - Sketch and Description - Pod E C GS A I ",y, 11N' LOCeI: kt._, Wt Mr...�•�'.'"'IYV,._ My 83rd 5t' R Itp um& � a I e Sor Uv riex le 1{ )J,r 7:,J?t g, l* R �l♦'�l 1 �M N11lfaL� NPt 74M PI Mw77d St mlw�lst 51 .21A k.£ A It- f ✓S, V1 I"Ifob Rd 3 ._ �� 1I thSk1 N v !i G:mnnct c r,a.N 1 ll� Southgate Boulevard (O.R.B. 4747, Pg. 183, B.C.R.) 09-24-12 IPoodmont Tina 48 (Plot Rook 115. Page 23. R C.R ) 1,B ## 7682 Sheet I of 3 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 NULL U u4—pq -d DIGSDRVL%iNG AND AUPMNG,INL MA— .n.�t>;nw n, Pw�nnnn N,n�,"nax,,l "nfie Inwrs, Rn..,d I"nvn p„uiutuP wauvmmu, nd.wr�vy.,e,b-Imea.eun mara ,P I—a.ut"17"r. alrccvol.bt,DIG min ENINCI AIDMa,efarmCdid-i a nee rtfm,Kt nDmx DIG SIIg ON Un, AND MAPRNrf.INC did the tdwrabfic 1I.VIVI aAI`Dm mPaodnd, WnR lEtt in,nwtm,a.he Invpary of URl GI RV fl'ING.V:D \IAPPIV(i.Ir:C ,M,fiAI mr he rtln.Jumd to vfinle m in pn antlx.u. n orfl7f:.i17RVP w.. AND AIAPRD, INC Job No. 10.0218 Drawn By: DG QA/ QC: DG m FB, PG. Scale: N.T.S. • x DJG,Surveying and Mapping, Inc. S 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Ernail: djgsur ey(=yahoo.cot R--25.00' L-39.27' — D - 90100'00" - Sketch and Description - S 00v2675" W 84.00' R = 200.00' L- 119.76' D- 34° 18'35" htrtJ et ^ a U c�v 136 U' ayi00 a o; L11 o C�fl NT 000 n a -4- rn 288,148 Sq. Ft. (r.61 Acres) J P.O.B. I Easternmost Northwest Corner Tract "A" Land Section 4 Golf Course Plat (P.B. 88, Pg. 20, H.C.R.) -t LB # 7682 Sheet 2 of 3 7- - S W45'00" W 52,99' ---N 63*26'13" W 64.00' R � 497.00' L - 442.36' D m 50'5948" Woodurnnt Tract 48 (Plat Book 115, Page 23, B.C.R.) — S 6593'59" W 31.99' ----N 901100'00" W 14,66' ---N 63"15'21" W 149,45' N 89033'35" W 300.00' . S 00'09'03" E 17.20' n^ as !bra C.t N y 11st ti a N 0°09'03" W 435.00' Tract 4 Fort Lauderdale Truck farms Subdivision (Plat Bonk 4, Page 31, B.C.R.) Survey Notes I. Bearing Reference; Bearings shown hereon arc referenced to the South tine orTroet "I". Land Sec 4 GolfCanrse Plat. Plat Book 88, Page 20. B;C;R: Said line bears South 62 17'32" W-3L 2. P.R deputes Plat Bouk 3. Pg. denotes Page 4. B.0 it -denotes Broward County Records S. This is not a survey, but only u graphic depiction shown hereon. No boundary comers were set in the field related to this sketch. R - 150.00' L 365.95' D - 139146'59" N 89°33'35" W 26.48' Legend P.O.B. Point of Beginning P.O.C. � Point of Commencement O.R,B. - Official Rceordq Book R-» Radius L -. Are Length D Central Angle (Delta) Sq. Ft. -_ Square Feet I Job No. 10-0218 1 Drawn By: DC I QA t (C: DO I FB. NIA PG. I Scale: N.T.S. • 1�1 N LB # 7682 Df G Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: digsurvey(i4yahooxom 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 Hook 88, Page 20, and a portion of canal, as recorded in Official Records Book 6450, Page 688, all of the Public Records of Broward County, Florida, being more particularly described as follows: Beginning at the Easternmost Northwest corner of said Tract "A" and a point on the South line 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 cent angle of 90000'00"; Thence, Southeasterly along the arc of said curve, an arc distance of 39.27 feet; Thence, South 00°26'25" West, a distance of 84.00 feet to the point of curvature of a circular curve, concave to the West, having a radius of 200.00 feet and a central angle of 34° 18'35"; Thence, Southwesterly along the arc of said curve, an arc distance of 119.76 feet; Thence, South 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 65°33'59" West, a distance of 31.99 feet; Thence, North 90°00'00" 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 139146'59"; a radial li bears from said point South 52058'45" 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 of 435.00 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. • • N LB # 7682 DJG Surveying and Mapping, Inc, C 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: ftsurvey a>yahoo.com Sheet 1 of 3 - Sketch and Description - Pod F SM IN St e �. r�gfthpltlM Cr y 711h q st ♦� � Q y�/ F«+ Tllttlanl: rbP 7alas 1 11 fM 7mcs<� i wMWaoRa. a Wuudmum T,mi 54 1P B. 111. Pg 11. RC R,) Tmel "E" Land See, 4 GoI f Coumc Plat (P.B 88. Pg 20, ❑,CR-) IG %VmW=m Trm 65 4 (P, B. 91. Pg 5Q RC R.1 4� �hc Q' O a` C r 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 NV l}I�vNmp Jn UGA HVLVNG AND AIAPPIN(i.l C md<u rtpeeun�ruu "r tl�.m,n�m„m ifi<,appl�, �nhe o,runna,u, mnmd nm,m p�+wuywo+nnnu. nyhiuL.vY•wob<d lino ueprtanmb.e uiAa manor ofmvd Ifin lmmrmmiu inleNNmrtnmmMA,ah only rhau nem, J�wnmthe rtlrnnea nbm<. D/G SL'R VE}I�'G AN'D AIAPPINn, INC JM mx ececdi the puKy ra++d, (m menm nRannP P.e l.�m rhom ihn insNmrnl n ih<mvpmY of UKI CIRIV F1'IND AND \IAPPI`✓. INC and arY ry.e h PI%r.I c 1 m.hn<m m Mn weM.m nor pmnin,inn of D)� SIiR VF} I Nfi ANn AIAPPI\(:,INC Job No. 10-0218 Drawn By: DIG QA / QC: DG FB. PG. I Scale: N.T.S. 0 • x Ls # 7682 DJG Surveying and Mapping,'Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey@f yahoo.eom Sheet 2 of 3 - Sketch and Description - Tract "h" t. end See. 4 Golf 'otase Plat s (PA;xx.Pg20.McR) .F6 /s loaf&�'F R = 45.00' L;::r 158,61' D — 201157'06" N 88009'07" F R'--175.00' 56 84' N xs�n s7^ w RatGpl L•-54.25' c D = 17e454O" ry ry S 66"5475" 1`169= ;ol.0 110,21' Radial R - 285.58' x 91*05.30" w Lam` 103.11' Radial D -•: 20=41' 11 " �n o Litr a m �� �a G7 h � a; w`� f k� a• d y V V` Westommost Southwest Comer Tract "E" Laud Sec 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) R - 25.00' L — 39.27--- D - 90°00'00" Tmat "L" Land Sec. 4 fioif Course Plat R - 150.00' F- 152.78' D - 58*21'23" Survey Notes 1. Bearing Refemnee; Bearings shown hereon tnc referenced to the Legend South Line of Tract "1". Land Sea 4GolfCourse Plot. Plat Book xx. Page 20. B.C,R_ Said line beats South 62' 1 P32'. West, P.O,B,_a Paint of Begirming 2. P.B. denotes Plat Back P.O.C.-- Paint of Commenccracnt O.R.B. - Official Records Book 3. Pg. denotes Page R- Radius L= Are Length 4. B.C.R, denotes Broward County Records D=- Central Angle (Delta) Sq. Ft. v Square Feet 5, This is not a survey, but only a graphic depiction shown hereon No boundary earners were set in the lieid related to this sketch Job No. 10-0218 Drawn By: DG QA I QC: DG FB, NtA PG, I Scale: N.T.S. ......... ......... LB # 7682 DIG Surveying and Mapping, Inc. 6750 IOW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: ftsurvey(4yahoo.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 of22*50'33'; Thence, Northerly along the arc of said curve, and the Easterly line of NW 80th Avenue, an arc distance of 464.57 feet; Thence, radially to aforementioned curve, North 88°09'07" East, a distance of 56.84 feet to a poin on the arc of a circular curve, concave to the South, having a radius of 45.00 feet and a central angle of 201 °57'06"; a radial line bears from said point South 56° 12'05" East; Thence, Easterly and Southerly along the arc of said curve, an arc distance of 158.61 feet to a point on the arc of circular curve, concave to the West, having a radius of 175.00 feet and a central angle of 17°45'40"; a radial line bears from said point North 89°07'57" West; Thence, Southerly along the arc of said curve, an arc distance of 54.25 feet; Thence, South 66'54'25" East, a distance of 110.21 feet to a point on the are of circular curve,, concave to the Northwest, having a radius of 285.58 feet and a central angle of 20°4 F 11 "; a radial line bears from said point North 69140'01" 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 12605'30"; 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°2 F23"; a radial line bears from said point South 74108'02" 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 69100'00" 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 90100'00' ; Thence, Westerly and Northerly along the are of said curve, an are 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. 0 0 • N LB # 7682 DJG,Surveying,an' Mapping, Inc/ S 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey@yahoo.com Sheet 1 of 3 - Sketch and Description - Pod G S;r L=I H Y 1r.,181 J S, y"; 1 Q Weh><ddU 'I Nw B]ni Stf j) is Q; HU plcl si Yd"a 4 M, WyISt It � p'p Ri , gC II '�^,„ + b Vw"ft G This f 1 } ii 4. 7514 51 tN 1 iT _ lrGC 73d G U. .M W71Y9-Nw7ta6 .E P b Vl M"b Rd �j '! �aOf ryw 67M IX ��:.v � I N I IMv 66tll Sl� Trdcl'K" Land Sec, 4 Gnlf Coulee Plal (P.B. 88. Pg. 20, B.C.R) Woodmom Traci 65 (PA 91, Pg 50. a,CA) Traci "K" land Sce. 4 Golf COUM, Piro ( P, B. 88. Pg. 20. H C.11.) 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 AUfL 7h uNmpmd uMUGSLRVLIINU AVO MAYPR 4 INC .I,- m whom, >. n, dm,rmrinmu+aa" A,romoaaa mn..,rl hman pwuragwmrnrmu, nA'htof rvY.,ct-0a.klma. mernuu ayemwnur whc mb ofrmad tlw �voumm�n mimdN umaenmut bnA onlylbu nnm Wwnm tlw m Mermen Wort. DRi $I IRrEll4<A�D AIAPPI.NG.INC did em—h Me mils frtmd, fen manm cR."" er?m,& Wan Ihirfmmmmr lr die MpaW of DA SIaIwYINo Ah'D AIAP"I INC r-A ,h,m mr hertlmW .il rhnlePeY prerewn m Wren lr wr SI•R WV IIK ANn MAMIG, INC Job No. 10-0218 Drawn By: DG QA/ QC: DG FB. PG. Scale: N.T.S. • • LB # 7682 Df G Surveying and Mapping, Inc, 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: dj2urvc2f yahoo.com Sheet 2 of 3 Sketch and Description - Woodmont Tract 65 (P.B. 91, Pg. 50, S.C.R.) Tract "K" Land Sec. 4 Golf Course Plitt (P.B. 88, Pg. 20, B.C.R) N 80"45'38" E R-:�t 161.08' 99,53' L,- 44.71' D- 15"54'16" N 70'25'50" E 81.44' N 6Y59'51" E 75.00' N 87�44'10" 19.37' R = 213.00'� L 236.93' D 63,44101 " S 7203651" 23.61' R = 175A6' L - 64.26' D - 20'58'56" 130,810 Sq. Ft. (3.00 Acres) A 0.C. Southwest Comer Woodrnont Tract 65 (P.B. 91, I'g. 50, B.C.R) R ='29.68' L - 22.93' — D -.440 15'40" R - 40.00' / L = 56.78' D:,,,, 81 '�19'41 ° � P.O.B. S 69"00'00' E ^i' 8.78' 1 N 87°27'29" W 98.13' R-300,00' J / R'�� 100.00' L' 102.89'J L—.L-34,78' D = 19138'59" D - 19"55'40" R - 120.00' L -- 15183'-1 D 72'29'45" Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) Surge) Notes Legend 1. Beating Reference: Bearings shown hurcon are referenecd to the South Line of Trtet" I", Land Sea 4 Go1JCourse Plat. Plat Book 88. Page 20. 0,C.R, P.O.B. - Paint of negultung Said line bears South 62°1 T32' West P.O.C.-•R Point orCommencement 2. P.B:, denotes Plat Bunk O.R.B. = Off+cial Records Book 3. Pg. denotes Page R Radius 4. B.C.R. denotes Braward County Records L-: Are Length 5. This is not a survey, but only a graphic depiciton shown hereon. No boundary D ^` Central Angle (Delta) comers were set to the field related to this sketch. Sq,. Ft.- Square Feet Job No. 10-0218 Drawn By: DG QA I QC: DG FB. NIA PG, Scale: N.T.S. 0 • 0 x LB # 7682 DJG Surveying,andMapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: digsurvey(u;yahooxom Sheet 3 of 3 - 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: Con mencing at the Southwest corner, Woodrnont 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 21100'00" West, along said Westerly line, a distance of 93.07 feet to the Point of Beginning, Thence, continue South 21100'00" 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 72129'45"; 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*5540" Thence, Westerly along the arc of said curve, an arc distance of 34.78 feet to the point of tangency; Thence, South 7213651" 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 19938'59"; Thence, Westerly along the arc of said curve, an arc distance of 102.89 feet to the point of tangency; Thence, North 87'44' 10" West, a distance of 19.37 feet to the point of curvature of a circular curve, concave to the Northeast, having a radius of 213.00 feet and a central angle of 63"44'01 Thence, Northwesterly along the arc of said curve, an arc distance of 236.393 feet; Thence, North 65159'51" East, a distance of 75.00 feet to a point on the arc of a circular curve, concave to the Southwest, having a radius of 161.08 feet and a central angle of 15°54' 16"; a radial line bears from said point South 47°38'30" West; Thence, Northwesterly along the arc of said curve, an arc distance of 44.71 feet; Thence, North 80°45'38" East, a distance of 99.53 feet;, Thence, North 70`25'50" East, a distance of 81.44 feet to the point of curvature of a circular curve, concave to the South, having a radius of 175.46 and a central angle of 20v58'56'; Thence, Easterly along the arc of said curve, an arc distance of 64.26 feet; Thence, South 87a27'29" 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 81 ° 19'41 "; a radial line bears from said point North 51000'36" 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. EXHIBIT C EXHIBIT "C" • LEGAL DESCRIPTION FOR THE COMMERCIAL PARCEL • U • • El N LB # 7682 � DJG Surveying,and Mapping, Inc. c 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurveyt@yahoo.com Sheet 1 of 3 - Sketch and Description - {t Pod D s s ",m,oU x.awstiQ 8 q N'R an�sf f ! rr°� riagnj /p/s bite" g_ w 9 S tlb�6 ) q H. laltj y7�A q1 �. Jil ,''.aatF ��� I �1�q"6a r Tamar♦t PM 741M1 p HM 771tk P 1 Southgate Bou/etvtrd Fart Lauderdale Truck Farms Su &HYion (Plat Book 4, Page 31. B.C.R) Tract "A" - hand Section 4 Gulf Course Plat (Plat Book 88, Pagc 20, B.C,R) Woodmont Tract 47 (Pla(Book 108. Page 2. B.C,R.) Traci"A" v Land Section 4 Golf Course Plat �^ (Plat nook RA. Page 20, R.C. R ( C � 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 nUIL IM"dmu ,dual UIGSURVLdit AVUAfAP%h0,1UC mA— rcPm,en�wm "frccad lbu,mVummiulntadedwrcllmau+fa,h mt'did imu,hftn the rcle,maa ebors DIf1511RVifi7VG ADD AIAPPING.IN[' did mi r.1y. DJO egad. fa m.een.aahq du Ind„Iw�T 7fii. eummmi b ifie Pmt<aY of UI(1 CIIRVPI1R0At,D h1AP%YC, IRC W.h.R ml he rclnn,bmlm.bnhm�n loci wid,"n m ryemnu.nn.�f DM RIIRVFI'ItJ< A`m AIAP%�('i mf Job No. 10-021 R Drawn By: MK QA / QC: DG FR. PG. Scale: N.T.S. 0 • • gat t y. ,DJG Surveying andgapping inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurveyf@yahoo.com LB # 7682 Sheet 2 of 3 - Sketch and Description - P.O.B. Northernmost Northwest Comer Tract "A" Land Sea 4 Go4f Course Plat (P.B. 88, Pg. 20, B.C.R.} Southgate soulerard S 8033'35" E 552.31 N 45.08.10" E 35,54' 199,342 Square Feet 3 4.58 Acres N Zip q O fart Lauderdale Tmek Farms O tb rraei "A" Sukdirition (Plot ❑n,wk 4, Page 31. B.0 R ) a N S 36p48'16n p Land Stator, 4 GolfCaurse Plat � - g 41.57` (Nat Bank 88, Page 20, B C,R1 R - 30,00' 3 L . 1936' z a D-36058'21" fJ �n o R 30.00' L - 27.77' z D - 53°01'39" S 89£49'55" W d 68.00' w c 0 0 Tracy "A" Laud Seellon 4 Go!f Course Plat (flat Book 88, Page 20, B.C.R?- R 75.00' L- 117.81' D 90300'00" S 89049'55" W 28.00' Survey Notes 1. Bearing Reference: Bearings shown hereon are retcrcrtced to the Legend South Line o!'Tracl'14. Laud Sea 4 Golf Course Plot, Plot Book 98, Page 20, B.C.R. Said line bears South 6211 P32" west. P.(3.13.'- Paint of Beginning 2. P.B. denotes Plat (look P.0,C. - Poini of Commencement ORB. - Off eiat Records Book 3. Pg. denotes Page R Radios L - Are Lenbgh 4. 9,C.R. denotes Broward County Records D =- Central Angle (Delia) Sq.11. - Square Feel 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 Job No. 10-02I 8 Drawn By: MK ¢A 1 QC-- DCl FB. N/A PG. Scale: N.T.S. 0 • 0 •�( r ,DJG Surveying and Mapping, Inc, LB # 76$2 S 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey�ijyahoo.com Sheet 3 of 3 - 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 Farms 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 corner 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 36a58'21'; Thence, Southwesterly along the arc of said curve, an arc distance of 19.36 feet to the point of tangency; Thence, South 36148' 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 arc 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 00110'05" East, a distance of 274.10 feet to the point of curvature of a circular curve, concave to the West, having a radius of 75.00 feet and a central angle of 90'00'00"; Thence, Southwesterly along the arc of said curve, an arc distance of 117.81 feet to the point of tangency; Thence, South 89°49'55" West, a distance of 28.00 feet to a point on the West line of said Tract "A", and a point on the East line of NW 88th Avenue, as recorded in Official Records Book 4747, Page 183, of the Public Records of Broward County, Florida; Thence, North 00*10'05" West, along said West line of Tract "A" and the East line of NW 88th Avenue, a distance of 709.26 feet; Thence, North 45*08' 10" East, a distance of 35.54 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 199,342 square feet (4.58 acres) more or less. EXHIBIT D EXHIBIT "D" • MASTER PLAN • SITE DATA- SINGLE FAMILYUNITS POD A POD AREA 9.47 AC, TOTAL DWELLING UNITS 47 TOTAL DENSITY 4.96 DU/AC. POD 6 POD AREA 7.1 AC. TOTAL DWELLING UNITS 31 TOTAL DENSITY 4.37 DU/AC, POD C POD AREA 5.55 AC, TOTAL DWELLING UNITS 21 TOTAL DENSITY 3.78 DU/AC, POD D- COMMERCIAL POD AREA 4.58 AC, MAXIMUM INTENSITY 28,000 S.F. POD E POD AREA 6.58 AC, TOTAL DWELLING UNITS 19 TOTAL DENSITY 2.9 DLI/AC, POD POD AREA 3.41 AC, TOTAL DWELLING UNITS 14 TOTALDENSITY 4.1 DU/AC. POD G POD AREA 3.00 AC. TOTAL DWELLING UNITS 20 TOTAL DENSITY 6.6 DU/AC, TOTAL POD AREA 39.69 AC. TOTAL DWELLING UNITS 152 TOTAL DENSITY 3.8 DU/AC. • .o Z PAU c F ID K • Q— ; S O 0 Z��' 1 Q g O L � `�v ! E o J w °_: c w m J Z U I- w Z V) Q a LLU Q 1� Z F- QCL W U p Z 0 0 >Q REVISION DATES {=J I _J JU`UV eV IS � L- I i_ CU+YiKeil +iU+aiIYU li_JVJS<J'_�{Cq 1<I A VJ N�1� 12e 1aI�J{V-J �J+UV Zi}J?I. to+dUJJC1iUVU iN WI V:S S'_CI I(f IIUVS FVI i-J 1=J JCkJJM_V IS IJORTII IJ.TS DNWN 6Y: DI IM. LIR DMWII,' V.- 1111.e<4e_ f_13241....y FILE V. 1389.1 SHEET # CMP. EXHIBIT E EXMff "E" SKETCH AND LEGAL .DESCRIPTION OF WATERWAY AREAS AND NEW WATERWAY AREAS • • • Woodmont Tract 60 (P.B. 105, Pg. 27) Survey Notes LB i€: 7682 DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email: djgsurvey4_yahoo,com Sheet 1 of 3 - Sketch and Description - Fort Lauderdale Truck Farms Subdivision: , (P.B. 4, P& 31) Tract "C" Land Sec. 4 Golf Course Plat (P.B, 88, Pg. 20) This Site Woodmont Tract 51 Proposed (P.B. 92, Pg. 32) Pod "A" mod✓ ���, Woodmont Tract 53 td (P.B. 95, Pg, 11) Legend 1. Bearing Reference: Bearings shown hereon are referenced to the South Line of Tract "1", Land Sec. 4 Golf Course Plat, Plat Book 88, Page 20, B.C.R. Said line bears South 62'17'32" West. 2. P.B. denotes Plat Book 3. Pg. denotes Page 4. All recordings referenced hereon can be found in the Public Records of Broward County, Florida. 5. This is not a survey, but only a graphic depiction shown hereon. No boundary corners were set in the field related to this sketch. 01-23-13 P.O.B. = Point of Beginning P.O.C. Point of Commencement O.R.B. = Of0cial Records Book B.C.R. Broward County Records R = Radius L=Arc Length D= Central Angle (Delta) Sq. Ft. = Square Feet Dennis J. Gabriele Not Valid without the signature Professional Surveyor and Mapper No. LS5709 and original raised seal or Florida State of Florida licensed Surveyor and Mapper Updates and Revisions Date By QC x i dax UG SUR VVYINfi Av(,A4APYI f., IN. r.W xt rrohu� � Rmarmm•lx.,Mpne„e,f.�ra.iaa.�,Gn;w,,,nn:rda,raM o,w+- u u. nSSwrwx..,n�Iuxi�x,.mmxnuu.a6retnknt,wmsnmx+e, USUR.n, GA 0M.a,..e,.n:,n�ytwrt awn;hdr rr9,<ea:.s,ouv<. P;0 SNR1[\lY0 Ati0 M.5P1'INU.INC did M rctrnsb 1Fw MM!r.. rtrwdr f n t5 cuF c}t Wdt tFaocn. �rs inrmroxnt it x".e rxayatyof U1C ti13NVk:,'IWi A INIf ANt)l1M1PM!:(i,tNC, Mrdwl not Mr,ryttn!urM in xM1nitm iRpvraiRrae am Ptmipi�p or"Hi 510 tl'!V(i M1`✓n xfAPilNC, 1Nf Job No. 10-0218 Drawn By: MRK QA ! QC: DG FB. PG. Scale: Not to Scale • • 0 9► DJG Surveying and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email-tpuryeayahoo.coi P.O.C. - Sketch and Description - Northeast Corner Tract "D" Laud Sec. 4 Golf Course Plat r—� (P.B. 88, Pg, 20) R 150.00' L = 22 AW-A- D 86°30'50" Tract "D" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) Proposed Pod "A" LB if 7682 Tract "C" Laud Sec. 4 Golf Course Plat (P.B. 88, Pg, 20) R = 200.00' L143.12' D 41'00'00" S 73"00'00" 1 80.00' j- --N 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 = 2436'43" R = 28000' L = 273:61' D = 55Q59'20" Job No. 10-0218 1 Drawn Hy: MRK QA i QC: DG I FB. N/A PG. I Seale: Not to Scale 0 • :7 LB # 7682 DJG Spging 0 Mapping,Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Ernail: djgsurvey yahoo.corn 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 See. 4 Golf Course Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida; Thence, North 87100'00" East, along the Easterly extension of said line, a distance of 91.47 feet to a point on the Easterly line of said canal; Thence, South 32" 00'00" East, along said Easterly line,, a distance of 102.24 feet to the Point of Beginning; Thence, continue South 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 of tangency; Thence, South 73100'00" 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 55�59'20"; 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 of265.00 feet and a central angle of 65'17'59", a radial line bears from said point South 59130'01" 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 2413643", a radial line bears from said point North 51 `23' 16" East; Thence, Northerly along the arc of said curve, an are distance of 98.80 feet to the point of tangency; Thence, North 14100'00" 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 73a00'00" West, a distance of 34.77 feet; Thence, North 45011'57" 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 86130'50", a radial line bears from said point North 18°55'58" East; Thence, Northwesterly and Northerly along the arc of said curve, an are 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. • • x LB # 7682 { h DJG Surveying and Mapping,=Inc. S 6750 NW 9th Court Margate, Florida 33063 djgsurvey(" Sheet l of 5 Phone: (954) 675-7244 Email ahoo.com Sketch and Description - �% Fort Lauderdale Truck Farms Subdivision , (P.B. 4, Pg. 31) Tract "C' J Land Sec. 4 Golf Course Plat 2 (P.B. 88, Pg. 20) Sheets ✓�, 4 and 5 Proposed o �%� tP� o ��- Pod A Woodmont Tract 51 o a (P.B. 92, Pg. 32) or �� Vol n J � w 3 44q� Woodntont Tract 53 t� (P.B, 95, Pg, 11) Woodrnont Tract 60 ra (P.B. 105, Pg. 27) 'A ao c� J Survey Notes Legend 1. Bearing Reference: Bearings shown hereon are referenced to P,O.B, = Paint 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 6217'32" 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. 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. - <z—'`�" 01-23-13 Dennis?. Gabriele Not Valid without the signature Professional Surveyor and Mapper No. LS5709 and original raised seat of a Florida State of Florida licensed Surveyor and Mapper Updates and Revisions Date By QC ntr l; Tk wJmiVaJx ISK 3YiYVlt hf AY SRfAp3'I f INC :rM ,.wrxnafw,�ww.rnwf u:xale an.taw,r r mz,mw � +n: b...a, µdun:^,WrtFrmrnt,. nKtn.:?•xwy, w.bauR - merrnt.+m ,Itrrt^3 mgherrmtsrs c("cmn.i!:n insm..mot:n ame�3edwre^s:aMtMt�rsly t7 e.urnasharn in Utt rrvna rWrr. UIU SVRVF\'IMi n�U h1AVPi,W �,?NC:, -0d::anssxrh tlu Wilk RURV is ruAN 11.P11*6.11NCW1 thv Lnaun'<ntutrs Pntwtr otUxi CIIRYh.I'tlai AND tfAP1F!:",MC..md M!3 nnrhrr IM xM+? min pn xifhvn xNcr: nn orilxi �IfRVPITWi:t'.;T 1111PVIRti, 0"W"Iri(', Job No. 10-021$ Drawn By: M RK QA ; QC: DO FB. PG. Scale: Not to Seale LB €t 7682 • • • DJGSweyi4g andjMappingjnc. b 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email:diRsurveY0Yahoo.eoi 'o Woodnront Tract 48 (P.B. 115, Pg. 23) - Sketch and Description - P.O.B. ' Northeast Comer Tract "D" ao Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) d Tract "D" Land Sec. d Golf Course Plat (P.B. 88, Pg. 20) sheet z of s Tract "C" Land .Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) Proposed Pod "A" R -- 280,00' L = 200.36 D -= 41 "00'00" � N 74,; S 73000'00" E - --j / Proposed 45.23' 1 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 corner of said Tract "D", said point also being a point on the Westerly line of Canal, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; Thence, South 32100'00" 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 of41000'00"; 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"100'00" East, a distance of 45.23 feet to a point on the arc of a circular curve, concave to the Northeast, having a radius of 345.00 feet and a central angle of 93'45'14", a radial line bears from said point North 00008'21" 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: MRK QA t QC: DG FB. N/A PG. Scale: Not to Scale C. L_J C Woodtnont Tract 53 49931'56" W (PR 95' Pg. 11) 72.46' 'K LB # 7682 DJG SuNelying andMapping,.Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (954) 675-7244 Email:djgsurvey a yahoo.com Sheet 3 of 5 Sketch and Description - '1 wp, Woodmont Tract 51 `f'sp Q C� (PR 92, Pg. 32) r 1 �4 0 " R;._; 230.00 A0.B. L 150.29' Easternmost D �• 37426'19" Southeast Comer Tract "D" Land Sec. 4 Golf Course Plat L - 17 803'52'03" 1 C?,R 8 64SI P (P.B. 88, Pg. 20) $ Gg ' �} S 32" 30'00" E :Pu 50.00' Proposed AQ Pod "A1, Tract "D" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20) R 150.00 L 114.01'_..___ D :43'32'56" _ems -Legal Description - A portion of Tract "D", Land Sec. 4 Golf County Plat, according to the plat thereof, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows: Beginning at the Easternmost Southeast corner of said Tract "D", said point also being a point on the Westerly line of a Canal, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida and also being a point on the Northerly line of NW 82nd Avenue, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; Thence, South 49,13 F56" West, along said Northerly line, a distance of 72.46 feet; Thence, North 38140'03" 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 034'52'03", said point also being a point on the Westerly line of said Canal; Thence, Northerly along the are 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 37126' 19", a radial line bears from said point North 5 P23' 17" West; Thence, Southeasterly along the are of said curve, and Westerly line of said Canal, an are distance of 150.29. feet to the point of reverse curvature of a circular curve, concave to the Southwest, having a radius of 150.00 feet and a central angle of 43132'56"; Thence, Southeasterly along the arc of said curve, and Westerly line of said Canal, an arc distance of 114.01 feet; Thence, South 32'30'00" East, a distance of 50.00 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 13,530.05 square feet (0.311 acres) more or less. Job No. 10-0218 1 Drawn By: MRK QA I QC: DG FB. NIA PG. Scale: Not to Scale • • • 9► LB # 7682 DJG Surveying and Mappiag, Inc, 6750 NW 9th Court Margatc, Florida 33063 Sheet 4 of S Phone: (954) 675-7244 Emai1:djgsurvLyCv -~— - Sketch and Description - Tract "C" Laird Sec. 4 Golf Course Plat `SSq (P.B. 88, Pg. 20) cPpl� N 62`55'37 57.18' R = 30.00' I L = 29.98' Proposed D = 57° 15'31" Pod "A" R = 50.00' L = 101.13' fl ^ D = 115'52'521" R = 280,00' L - 14.72' D - 03'00'� R = 265.00' L = 66.02' D =14' 16'30" - 1.00 L L � 1 62b2.45' D = 62'03'03'� R 230.00 L 174.82'- 43"33'03" Tract " D" .Land Sec. 4 Golf Course Plat (PR 88, Pg. 20) I Job No. 10-0218 : ( Drawn By: MRK � 11111111111111 Woodrnont Tract 51 (PR 92, Pg. 32) R = 200.00' L == 244.35' D = i0°00'00" N 32°30'00" 38.80' Q � e LOB 3 �a Woodmont Tract 53 -44 (P.B. 95, Pg, 11) ' v bra r PAC Southernrnast Southwest Comer o rP� QA , QC; DG Woodrnont Tract 51 {P.B. 92, Pg. 32) F.B. N/A PG. Scale: Not to Scale • • • LB # 7682 W:SineOg and Mapping, Inc. 6750 NW 9th Court Margate, Florida 33063 Phone: (454) 675-7244 Email: djgsurvey yahooxom Sheet 5 of 5 - Legal Description - A portion of Tract "C", Land Sec. 4 Goo Coarse Plat, according to the plat thereof, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows: Commencing at the Southernmost Southwest corner of Woodmont Tract 51, according to the plat thereof, as recorded in Plat Book 92, Page 32, of the Public Records of Broward County, Florida, said point also being a point on the Northerly right-of-way line of 82nd Street; Thence, North 32'30'00" West, along the Westerly line of said Woodmont Tract 51; a distance of 38.80 feet to the Point of Beginning, said point also being a point on the arc of a circular curve, concave to the Southwest, having a radius of 230.00 feet and a central angle of 43133'03", 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 circular curve, concave to the North, having a radius of 150.00 feet and a central angle of 62'03'03"; 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 03100'40"; 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; hawing a radius of265.00 feet and a central angle of 14' 1630", a radial line bears from said point South 59130'01" East; Thence, Northeasterly along the are of said curve, an arc distance of 66.02 feet to the point of tangency; Thence, North 44*4629" 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 97153'46", a radial line bears from said point North 19019'03" 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 62155'37" .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 57'1531 "; Thence, Northeasterly along the arc of said curve, an arc distance of 29.98 feet to the point of tangency; Thence, South 59148'51" 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 115052'52"; Thence, Southeasterly, Southerly and Southwesterly along the arc of said curve, an are distance of 10 1. 13 feet to a point on the Northerly line of said Woodmont Tract 51, and the point of reverse curvature of a circular curve, concave to the Southeast, having a radius of 1000.00 feet and a central angle of 18134'00"; Thence, Southwesterly along the arc of said curve, and continuing along said Northerly line, an arc distance of 324.05 feet to the point of compound curvature of a circular curve, concave to the East, having a radius of 200.00 feet and a central angle of 70°00'00"; Thence, Westerly and Southerly along the arc of said curve, and the Westerly Iine 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. EXHIBIT F EXHIBIT "F" • LEGAL DESCRIPTION OF GOLF COURSE PARCEL • • No Text • • 1] h DJG Surveying and Mapping, Inc, S FF-T- J17 Sheet ' 10 of 45',( j� Sheet i 18 of 45", 1 he t rI 19or 5 1 2�aeet S,a et Iof45 28rof45 Sheet \33 of 45 r' S 34 _... KEY SHEET 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com 13heet 2 of 45�j :m S legit Sheek • —Skeet Sh =e Sheet 5 of 45 6 `7 0. of 45 � �o�i4S � 9of4�j; OWmry : w: Sheet /Sfieet Sheet 15 of45 16 of4: Sheet 3 of 45 Sheet f 17 of 4 14 of 45 Sheet 23 of 45 i eet Sheef y 22 f45 1.14of4. �Sheet E-!- Sheet M 25of45 126of45 Sheet? 32of451` heet„...J of 45 Sheet feet 37 of45`:'`, of 45 heet of 45 Sheet 41of45 1. BEARING REFERENCE: The Bearings 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 comers were set in the field related to this sketch. 3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida. • • LB# 7682 OURT DJG Surveying and'Mapping, Inc. MARGATE PHONE 95° 715 2363 EMAIL: ADMIN@DJGSURVEY.COM `" www.djgsurvey.com Rm25.00' l tw39,5,r Southgate Blvd, •`-D-9013630" P.O.& I NOD1I9051W q 6,33, S89.33'35"8 S89"33'75'E 506.1g' £764' - % NW Cam" NOM Lane ' Sec. 4, Tract"A"- (—' •N ' .. Twp. 49S, £ O8` age.4£ E � I Ci 11 to, $ A*£i rom, Plat Ltm.£t O% B.M". F.L.T,F,I �t Plet£;£mlta— p, --won West Linc Tmct "A" East RM Wte Woodmont Tract 47 / PA £08, Pg, 2, B,C.R Not Included g:•300.o(Y £4D,9 Irt36.14' .. Da26"001)O" 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 =a • • • l"0 NW 9TH COURT g# 7682 � DJG Surveying and Mapping,'Inet M RGATEPHONE9L RI 2330,63 63 EMAIL: ADMIN@D,IGSURVEY.COM www.digsurvey.com Bharat 4 of 4S Southgate Blvd, �� T°wns ap la° Seetioa A TOR'�ip 4� Soutk T°waship 49 Sout6 Fort Lauderdaie Truck Fanns Subdivision P,B, 4, Pg 31, RC,& �tf . s+ w Land See. 4 Golf Course Plat P.B. 88„ Pg,2% B,C;R, R-350.0 478.6,,... � L-283 03` yv De4@lYSS" , S79°A Woodmont Tract 47 P33; 108, Pg. 2, B.CR Not Included Match line Sheet 12 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 = Are Length D = Delta (Central Angle) • • A pJG-1Surveying,and'M vpfng, Inc, ei g � Tract, U "r Ir, � U m j u a m ►t ,y aeon i� 0� R=300.00' L-146.92' Pr28103'35" •. Eat Line "\ Tract "A•- Flat limit 3 es,S F.L.TF t �$ (4A 1) .2 t V1 3 hi86"W 4a,aq; 9.26tio- L«-3901' cT r#3id18'02" WBcar. ND7*46.41" 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 Southgate Blvd. FI (4, A" R*I86.00' L-182.74 D-90'00'00" rtb1�Y Tract "D" (P$. 8S, Pg 20) 4—fl 6750 NW 9TH COURT MARGATE. FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 5 of 451 Nvrtb Live Tmct'C " N89- OR8: 6450. Pg, 686, B,C.R. Not Included Woodmont Tract 48 PA 115, Pg, 23, REA, a g�395 �q.ptlt Tract"Ir ate s35� Land Sec.4 GolfCowse Plat A 390.00` P.B, 88,1 g. 20. B.M D-19"12.02' RadBcar. N01°4T68•W Match line Sheet 13 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • X Inc,ON 7682 ppi�g,6750 NW 9TH COURT MARGATE, FLORIDA 33063 DJG Surveying and Map PHONE: 954-675-7244 EMAIL: ADMINQDJGSURVEy.GOM www.djgsurvey,com Sheet 6 at 4S 1 (i i Southgatc $lvd. Pt L-25M R'"25'00' L^�39.27' n D-90*Oo'0o" D-90°00'00" III South Ila Line South ate OW, €�,$ EastLint -- Tmot'C" N84°2231" 79.^51' Tract"C" :, ss74i R 20000' -" Land Sec. 4 GolfCoursc Plat R=-280.a0' L 31976 S72°2�'t7"E 11 P<$. $$, Pg 20. $.C.R. 61' L»1371 D-341815 " - R^"2s.00'3 tme"0931' tr.34.0& R 730-W - D«79=5345" � Uce3`3T17" 3S 4 50.o0 ynf' '$ i S001261251W 31.39' Canal 4brtyy yti R-24000, -- L"`32.00' R-200.00' L-94.92' D`=7'03V3'' D"27-1€'35" AE L-8157' iv D-IrW01" Not Included tu Woodmout Tract 48 P,$, 115, Pg. 23, $,C.1L U "nn nN ' RL.T.F.. EL T.F (4131). (4/31? T1act •DI Land Sec. 4 GolfCoune Plat -P.$. $$, Pg.20. $.C.fL Rri100.00' L^IA4.91r Ih.83°bt'01, -. Match line Sheet 14 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 = Are Length D = Delta (Central Angle) • • T LB# 7682 D1G Surve in and gapping, MA Inc. 675Q E, FLORIDA 9TH COURT JgHONE* 954-675-7244 3 EMAIL: ADMINQDJGSURVEY.COM www,djgsurvey.com j! 9 I —I Southgate Blvd. F W L;.e Southgato atvd S89"33'35'F. 1775A' Rx565,W t —b, 16225' D=18"28'S3a Town; P 48 South a»ve It 49 wut R=7po,otr/ Fort lauderdale Truck Farms Subdivision Lixs04.90 P.B. 4, Pg. 31. B.C.R. D-414916" R^260.01Y ,- L-195.13' j DW3'WOO" 11 g _ dL o0 6 Z .=i Woodmont Tract 50 10 P.B. 109. Pg, 49. B.C.R. GO R�dpO 00° g�:2gg 3p• Not Included � D®42 4343" R$340.0(Y _ s>=l L-422.34' D-44°46.43" Fort Lauderdale Truck Farms Subdivision P.B. 4, Pg. 31. B.C.R Tract "C" Land Sec. 4 Golf Course Plat ca P.B. 88, Pg. 20, B.C,R. Ir 143,12' D-?41'DnD" -` Match line Sheet 15 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • T }} LOW]7682 D G Surve in and Mannin Inc„ 6750 NW 9TH COURT gppg� HONE: 954 6757244063 EMAIL: ADMIN@DJGSURVEY.0 www.dlgsurvey.com Sheet 8 of 45 P,O.n. 11 Southgate Blvd NE Coma, Tract"C" I Land Sec. 4 Golf Course Plat P.H. 88, Pg, 20; B,C.R T0wwhip U r� ? SecBon 4 Tran HC:. East Lin S87"26'25" <535OR 7`rnci"C" ,N L_, E 7.81' tE � D^90°66'fl8' � tU •—� z ;—i cad Dn-sa • + ao'flo" / N8r26'2rE i 535-W t L--t78,63' Match line Sheet 16 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • C -I h LB# 7682 6760 NW 9TH COURT Dj urvyingandMpping, Inc. MARGA.363 PHONE: FLORIDA EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Southgate Blvd. Tamarac Lanes P.B. $5, Pg. 31, B.C.IL 00 U� Richway at Tamarac P.B. 112, Pg, 13. B.C.R. Match line Sheet 17 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 = Are Length D = Delta (Central Angle) jk eet 9 ff 45 • 94 ILB# 7682 6750 NW 9TH COURT DJG Surveying and Mapping, Inc. MA MOVE 9 FLORIDA 33063 44 EMAIL: ADMINQDJGSURVEY.COM Sheet 10 of 45 C, r�o ` J° p uq� 4& P.oa g4 ��� Ql- 0. h� ' NEC mu, Traci "H* 4 Tract �a 3 a R 3M(r Tract "Fr' U t9695' a-�ssjssr Land Sec. 4 Golf' Course Plat P.H. $$, Pg._ZU, B.C.R. 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) • • L' DJG Surveying and lapping, Inc. MAR PHONE: 954 676750 NW 9TH COURT 5 2AAs3 EMAIL ADMIN@DJGSURVEY.COM www,djgsurvey.com Match line Sheet 3 w «...�..« w muu�� t�z3s.3s r D-izkaa2l• /J �Plst lunit F.L,T.F. sral� (a,C1) Tract *A" Plat trait s� R•25.00' Lr44,58' - DMI0240'2V R:127a..W L-432.29, 246�33' D"14"3009" j SOuth 1# g i7 N.W.8lstsw rracr 0. P488,aR& 64SB.C.R. how - iLWt�-.;' WDodmont Tract 57 PA 107, Pg. 25, B.C.R. Woodmont Tract 57 CA P.B. 107, Pg, 25, B.C,R, P.a.a. S77°pO,�M� Ttact"G° 2 ot, � 44jr a z� Tract '& 1 6s 49�x• W Land Sec. 4 Golf Course Plat s` 1y'89, P_B,99,Pg. 20 B„C.R. Match line Sheet 20 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) 4511 • • i LB# 7682 DjG Surveying and Mapping, Inc. 675NW 9TM COURT MARGATE, FLORIDA 33083 PHONE: 954.675-7244 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Sheet 12 of 451 Match line Sheet 4 Woodmont Tract 47 PA 109, Pp,; 2, B.CK Not included L-31.58' D-7°32'24" R.ed,13w, S6813TWE t S13io.m°47'42"W ' An IOD.oO' •L-161.94 - A-180,DO' ; D-92'47 r W45.45' 10_. D�7g'1T21"� D. N.w. Siet sine, O.Ra. 6450, Pg. 688, B.C.R CPl Canal O,Ra. 6450, Pg 688, 8.C,R Not Included Match line Sheet 21 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • • X LB# 7682 6750 NW 9TH COURT DJG Surveying and Mapping, Inc. MAPHONE: 954-67b 24483 EMAIL: ADMIN@DJGSURVEY.COM www.dlgsurvey.com Sheet 13 a# 45 Match line Sheet S F.L.T.F (4131) S __^+1 R-170.W Weft Lin. --i.: 22550 F Tract "D* D 225 O /L., 0.OU' .' 5.95'"17'21" Plat Limit Tract "D" (4131) R-1395.00' rn� L-463,3I' Dw19'Di'46x I08.9T N.W.8latstreet S83"19'52"w ORS, 6450. P& 688, B.C.R. N d *� .0 Wootimoot Tract 64 P.B. 105. Pg. 27, B<C,R, Not Included iVp8. 688 8.t R. 4t Included 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 22 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • r1 L_J DJG Surveying and Mapping, Inc; Match line Sheet 6 Woodmont Tract 49 P.B. 105. Pg. 37. B.C.@. Not Included 6750 NW 9TH COURT MARGATE. FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 14 of 45 F.L.U. p�p 1%30R,04Y V276 S& s Woodmont Tract 60 P.B. 105, Pg 27. B,C_K Not Included Rs750,1M L-449.7T 13-3412115- Match line Sheet 23 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) • • • LB# 7682 t flfl lJJSurveying and "Mapping Inc 6750 NW 9TN COURT M PHONE: �FLORIDA 95"75 724463 EMAIL: ADMIN@DJGSURVEY.COM www.dj'gsurvey.com Sheet 15 of 4S Match line Sheet 7 R$28D,Q0' L-288.73' R-280.W D-54100W L•20D.36' S73^DD D-41%0% `80,0Q. f odd Ra200.00' .,lt L^2Q5.95' D•59VIrIl" v, .y .00` 1,44AY - R$3SQW 'Tract "DI L-t6k44'. Land Sec. 4 Golf Course Plat D-6z"Q2's6^ P.B. 88, P8, 20, B.C.R. � d) R�230,00 R 23Q.O;3' Lr174.82' - L 249.08' D-43 32'56" - D-62'02'S6" R-150,00' L-114,01' 3'.3256' .N R-1165 W ry�� Cd D -22°18'12' �4 R-t345,00' L452.26 D-144°28'04" ,n Rx25.DD L-37.90' 1 D-86'52'08' t �. NE Coma. $• Tmet D� 56ryW" `� 51f5 ,z. X-1415,0T • L x294,48' ,,,,ppE ,. Du11'26'20' R-25M L-37,"' .o D�86°52'OB" " � �• Match line Sheet 24 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 • • • � LB7682 Dj urveyingndMappinnct. MA ATEDA3363 5467EMAIL; ADMIN@DJGSURVEY.COM www.djgsurveyxom $heat 16 of 4511 Match line Sheet S ~ Plat limit R-1000.00' L-619.59' t1-35'°30110" A Woodmont Tract 51 P.B. 92, Pg. 32, B.C.IL Not Included RM68000 SE Comer, L«52.811.. WwdmDat Ttact5t t7'4"26S8* . 589'41'44"11' 20W N.W.82ndSmet p° O.R.U. 6450, Pg, 688, B.C.R. S8V474CW HOW P.O.U. II NE Camcr, Tmct'p 1U W Woodmont Tract 53 P.B. 95, Pg. 11, B.C.R. V Not Included !r R-150.00 1i^20'+DT49' caw _ O.R.B. 6450, Pg. 688, B.C.A.. Legend F.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 25 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) 11 DjG Surveying and Mapping, Inc. Match line Sheet 9 m w. aina —ct j O.a.H. 6450, Pg. 688, H.C.A. ri s� i� Fort Lauderdale Truck Fames Subdivision 8 P.B. 4, Pg. 31, B.C.R. 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 26 6750 Nw 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN c@DJGSURVEY.COM www.djgsurvey.00m B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) Sheet 17 of 451 • • • 91 - DJG Surveying and 1Viapping,:Inc� LB# 7682 6750 . 9TH COURT MARGATEFLORIDA 33063 PHONE- 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.digsurvey.com Sheet 18 of 45 as a� .�7 1 Match line Sheet 27 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.G. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • I,' a' LB# 7682 D G Surveying and Mapping, InCr 6750 E, 9TH COURT � . MARGATE, FLORIDA 33063 1 y PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 19 of 45 Match line Sheet 10 v Tract"FP' $ Land Sec. 4 Golf g Course Plat P;ti. 88, Pg, 20, B.(;,R. Woodmont Tract 58 P.B. 104, Pg. 10, B.C,R. 3 N 00 w N •ii R�t00.OtF u� gg Lt*90"0D'00' LN E N496.4� 4` ' +� Tract "H- R=i&Q00Cd L 2s2 74' 1�+ Cc u 200.oa t3>4o�00'OQ° z L- 246 07' D-70"29'54" 54 00"iY 39f1.41 Canal O.R.B. 6450, Pg. 688, B.C.R. Not Included N 90.0"VE 330.7v T N Woodmont Tract 62 P.B. 107, Pg. 35, B.C,R. e Not Included Match line Sheet "- 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 • • • en LW 7682 DjTH G Serve in and Ma 111 ,�nC� 6750 E, FLORIDA COURT yg pp . g! - MAFHONE: 954 675 7244 53 EMAIL. ADMIN@DJGSURVEY,COM ' www.digsurvey.com . Match lit woodmontTract 57 P.B. 107, Pg, 25. B C,R CT N Vd +tti r� S Match line 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 Fir; —et 20 of a5 feet l l w Jjil�� C" O.R.H. 6450, Pg.: 68$ H_-C A, Not Included I (-t ;et 29 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • :7 91 L8# 7682 6750 NW 9TH COURT �k DjOurveying and Mapping, Inc. MA RGATE. FLORIDA HONE: 954-675-724463 EMAIL: ADMINQDJOSURVEY.COM www.dJgsurvey.com Sheet 21 of I Match line Sheet 12 Tract "G" Land Sec. 4 Golf Course Plat P.B. 88. Pg 20, B..C.R Woodmont Tract 59 ,No P.B, 114, Pg, 17. B.C;R 4 Not Included Py 5:11 4' h cb �y�S�A�Rt' KV CV .si Tract W Land See. 4 Golf Course Plat P.B. 88, Pg. 20, H.C.R pN�4�I S0T°53']5"W ll B]35' S19°l r55'E p MST j[ qO j9, S80 t 993E Match line Sheet 30 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 = Are Length D = Delta (Central Angle) ■' • 94 LB# 7682 � 6750 9TH COURT MARGATE. FLORIDA 33063DJG Seryin and Mappin ,InC, PHONE:954-675-7244 EMAIL. ADMINQDJGSURVEY.GOM Woodmont Tract 54 P.B. 114, P& 17. B,C.R. Not included bib aq �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 Sheet 22 of 4S Sheet 13 I $; N47°4P2PE WWI qq d� V- fi 64.44 51423�37 Match line Sheet 31 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • 9V LB# 7682 LOf 1� � �� �n 1 1 r �� rt ll 'Surveying tit y g tltl �Il y 7��' 6 G NW 9TH COURT i) MAPHONE:" 554-675-7244 FLORIDA 63 J , `' EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 23 of SS Match line Sheet 14 l Tract "K" & 9i7`'30� N R sso.oa' N L-339.9T N D-37.30W ,N N IOU y„h Woodtnont Tract 65 I ry�y PR 91, Pg, 50,13-C r *ad Cam) Not Included L.+•218.tT ti«�aaraa• L-11 R-9s0' D-iF13'08 \� " L-137.38`(TOW) D-09'29 35' t € R-101,00' L-149,72' R-950' D-8055'56' L 37.71' ....^, , D-02°1627" S87*2729"E 429:82' �6 II Match line Sheet 32 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) • • 9k LBO 7682 6750 NW 9TH COURT DJG Surveying and Mapping, Inc, MARGATE. PHONE: FLORIDA 6 D 34340B3 EMAIL: ADMIN@DJGSURVEY,GOM `} www.digsurvey.com I R-3065.On L-421.53' D-22-15'35" .tf Match line Sheet 15 staeet 24 of 45 Woodmont Tract 54 P.D.111,Pg' 11,B.C& a2 R-1165,00'. 0 j`L-891.94' D-43.5Y08".:.. R-200.00' ' L-268.78' z� 0 t Ttact "E" Land Sec. 4 Golf Courw Plat P.B. $8, Pg. 20, B.C.R. t'V �N CA U �b h ^f R-25 W -L�39.2T D�90°QO'O0" 3 Woodmont Tract 74 & 75 P.D. 108, Pg, 39, B.C,R, Not Included Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page R°250,00' � Lra283.87' B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • yy�� ((++ LB# '7682 DJG Survey ng,and,-Mapping, nc, MA HONE 954 675- 24463 EMAIL: ADMIN@DJGSURVEY.GQM www,djgsurvey.com ISheet 25 of 451 Match line Sheet 16 w Not Included q m a N y tQ, N68°539'45"W 0.8592' S7 49.45I"W NS iAV W N52.23'2r W 54,08' 04' -L203 20A04` g +� "6'5632' [ CV S117'60`00'ES i N 41 4 S81'41'14"E 107 QY) 99' & tV jjj 8a �Cd & CCf F� 518.45' � S86°03 8"W w Sv ¢ U d9$ The Pines at Woodmont sa Condominium s U d o 6 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) • 0 0 L8# 6]82 3 COM 7 MARGATE, FLORIDA 33063 DJQI'$d`Mappingltn" weyingPHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet Match line Sheet I TWO "r 47 C14 I W 10 CA 13 N579 W 12V 16V Not Included Canal ORB. 6450, pig 688, 0 C.R. S81'42'06'E ir Sw 534-Z 12K 60, o�S894NOW 400 W Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page I E • 0 Ji LB# T682 6750 NW 9TH COURT DjOurveying and gappin , Inc. MARGATE 9546R 5- 33 63 PHONEMAIL: ADMIN@DJGSURVEY.COM wwm. Jgsurvey.com Match line Sheet 18 Sheet 27 of 45 Woodmont Tract 61 w P.B. 96, Pg. 42, B.C.R. aS K -125.W Fr7U84' D=32"2fl'U5� 00 N N R-2UUU.Utt t.=433,43' . 02 �a c� Match line Sheet 28 M M Legend P.O.B. = Point of Beginning P.O.G. = Point of Commencement P.O.T. = Point of Termination . P.B. = Plat Book Pg. = Page B.G.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) .7 • • LB# 7682 6750 NW 9TH COURT %:G Surveying and Mapping, InC. MA HONES 954 675-724463 t EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 28 of 45� Match line Sheet 19 �218.211 gg t?g27'4Tni" Woodmont Tract 62 P.B, 107, Pg_ 35, B.C_R. Not Included L- 231.71' �Osl t3"30'ff0" N 90%Qa'0a" E 160,36" Tract `r° Tract "I", Land Sec. 4 Gol£Course Plat F.H. 88, Pg. 20, H.C.R. N b 3 � 4d w yh y� a:::150.00• (/J - L-374.62' r -. b-143'05'4VIP �o Woodmont Tract 67 P.B. 118, Pg. 22, B.C.R. Woodmont Tract 67-A P.H. 92, Pg. 1, H.C.R. Not included Cant Oa.& 6450, Pg. 689, &C.R 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) C, X' IncB# 7686750 NW 9TH COURT DJG Surveying .and Mapping, ct MAP ONE: 9 FLORIDALO D 33 63 EMAIL: ADMIN@DJGSURVEY.COM www.digsurvey.com Sheet 29 of 45 Match 1 �e h Z s HR8 RB64550Pg;9,O. "Wing GQ N O'Ory00" 1,00 R-75.07 L-10799' LW8210'01 - .t7 rf1 ne Sheet 20 Woodmout Tract 63 P,B, 92, Pg 46, B.C,RR Not Included Q M N Ra3zu.oa' .0 � Tract IT r AE°0000". Land Sec. 4 Golf Course Plat P.B. 88, Pg, 20, D.C.R. _ s7 R 40.00' z.=6zo.45' J fs 3Gt � . P.O B. Woodmont Tract 67-A®� P.B. 92, Pg: 1, B.C,R Not Included o �y s3i Match line Sheet 34 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) • • LB# 7682 DJG Surveying and Mapping, -Inca MARGAT HONES 9 675-724463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 30 of 45 Match line Sheet 21 s s Tmct "K" Land See, 4 Golf Course Plat PA 88, Pg, 20, B.CR, R-460.00' L-215.4r D-26"50'21" Cq at � 43 J �1 L-497.97 - g CJ 4 iC D-4t-£STir j C Tract "K" L-12I 91' ...- , _ Land Sec. 4 Golf Course Plat D-38 48'20" RB, 88, Pg. 20, B,CR r R"850.00' 1F133.02' R-750 W D^8°5T57" - D117 t3-17'03': .�-..�,,. ..�..m,» .�.....� Match line Sheet 35 �.• ,gym_-.R r...,xP,,,, � «�. 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) ■ • • • 9ti LB# 7682 71 6750 NW 9TH COURT D G Surveying and Mann Inc,MARGATE, FLORIDA 33063 ,� g pp .� PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY,COM www.djgsurvey.com Sheet 31 of Match line Sheet 22 _ y N7I'37'08"E _ A3,5 ' S6 13'4 .E "Tract " K" Land Sec. 4 Golf Course Plat P.B. 88, Pg. 20, B,C,R. 330,94 !� [ sjess'04°w 0Y [[ L113,8T D•108444't7" R-300,00' L ZfF5a8" D+Y39 V14' M Tract °K° N � +� Woodmont Tract 64 -� PA 95, P8, 40, 8,G R. q �y Not Included ++ Cq w x R$1950,0R I�145,74` Match line Sheet 36 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) • • • 'h LB# 7682 {6750 NW 9TH COURT DJG Surveying andMapping, Inc. MA HONE:9LORI 23 63 t EMAIL: ADMIN@DJGSURVEY.COM www4gsurvey,com $heat 32 of 45� Match line Sheet 37 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 • 0 M&Surveying,andMapping, Inc, MA GATE 9 LORID 724463 EMAIL: ADMIN@DJGSURVEY.COM " www.djgsurvey.com Sheet 33 of 45 Match line Sheet 28 Clow O.A:B. 6450. Pg:: 688, R.0 A. Not Included Woodmont Tract 67 P.B. I 18, Pg, 22, &CR. Not Included cV rn CA N� U Legend P.O.B. = Point of Beginning B.C.R. W Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • • L8# 7682 6750 NW 9TH COURT Surveying and Mapping, Inc, MA HONES 9 FLORIDA 33063 #4 EMAIL: ADMIN@DJGSURVEY.COM ' www.djgsurvey.com Sheet 34 of 4s Match line Sheet 29 Irl63 61° conala& n D-26'4TOCr ggg O R,& 645D, Pg, 688, a.0 R.:- a -3 R-53a W74 tl° 64 Not Included D-117`4s35' R-145D.D4' R-£89D.06 L-443.7r Sp 58tta B.GF- ( D-£I"3549" / Q R 6 &ti W b P.O,& Tnci"P' Tract "P" $ Land Sec. 4 Golf Course Plat P.H. 89, Pg. 20, H.C,R. en Al� Ny P-30wo'P 0-29°£5'48£ tt r¢*a t7o.ocr wa 8I.6 m Match line Sheet 38 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • 9► Inc,B# 7682 DJG Surveying and Mapping, cMA HONE 95467 FLORIDAA24463 EMAIL: ADMINQDJGSURVEY.COM www.digsurvey.com Sheet 35 of 4S 503°20`05°E ! 28.95 '-, Match line Sheet 30 LR-1870,OD'66// Woodmont Tract 69 y� P.B. 96, Pg. 4, WCA. . Not Included a N Woodmont Tract 69 P.B. 96, Pg, 4, B.C,k Tract "P" Not Included ............ ............... .............. .............. Match line Sheet 3 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 ww 185°39'S5"E r- 100.00' d R�1950.0CP ::- Ifit00,00'. ry D=�2°56'18" Tr 4 � R�55e.atr L-235.€8' fP1 17 4) N R Tract "o" Land Sec. 4 Golf Course Plat P.B. 88, Pg. 20, B.C1L F.O.D. Trec['O" n B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • DJG Surveyipg"'aAd Mapping, Inc, MAPHO E: 954 675 FLORIDA44 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 36 of 4S Match line Sheet 31 t,*2Lm287W83<60' �. 6448 c R^100D O(Y � � Dat8610`23";: m. Land See, 4 GolfCotuse Plat P.B, n Pg 20, $.C.R. Tract "Ll' L-315.S1, -----"" M D•3z`szov � �.+ Woodmont Tract 70 .� 6) P.B; 106, Pg, 39, B,C.R. � R-400<00' Not Included D-W220" CIO R"480W tr346,38' DR41"20'45` Y Woodmont Tract 70 P,B. 106, Pg, 39, B,Ck Not Included R-180,oa 1«217,97 caw 4 .69' O.R.B. 6450. pg. 688, B.C.R. Not Included _ Match line Sheet 40 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) • • IN LB# 7682 6750 NW 9TH COURT GiSurveying,and Mapping, Inc. MA PHONE: , FLORIDA 954 675 2g463 EMAIL: ADMIN@DJGSURVEY.COM Match line She1 C Not Included M N� (F.L.T.F.) Villas at Woodmont Condo Not Included t32.� i Sheet 37 of 45] j c ° R-280,W t. 291,23' 13•S9.3S'34" ' R 320,W 882x3"4,E L-21 LOY U�3T5530° 3 70' R-193Q tr110.01' g T�ML" 3"33`36".- .. 92.42' 1t61T $7sng5'L"W S"108.2t129 95p0' 10' ryc� S N86'35't7 435'1 "W NB 4 7�7"E g Btl9'S9'32"E 10131 ,0°Bq"e �,m..°. Match line Sheet 41 Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • • 9ti WO 7682 ` `-V DJG Surveying and Mapping, Inc. MARGA E, FL RIDA 4463 a EMAIL: ADMIN DJGSURVEY.COM Sheet 38 of 4511 Match line Sheet 34 Canal 0 R©, 6450, Pg, 681 B,C.$,. g Not Included IJ 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 ��v' .m p4TSk54`E Tract 6Q'., Land Sec. 4 , Golf Course Plat P.B. 88, Pg,.20, RC,R w .�tl5 Cypress at Woodmont III P_Q;107, Pg_ 4, B.C;R. Not Included B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • • T` 1 (+6750 NW 9TH COURT LB# i882 DJG Surveyingind Mappings InCt MAPHO PHONE: 954-675 24463 EMAIL_: ADMIN@DJGSURVEY.COM wwwAiasurvev°com Sheet 39 of 45� I. Match line Sheet 35 �shlt Canal ORB, 6450, Pg, 68%0,CIL N86°2YWC Not Included b 3 00` M y A tU 3 Tract "N" ^ z Land Sec. 4 Golf Course Plaice P.D. 88, Pg. 20, B.C.R. P.O.B. N89'Oi`Sa'W 255,M{' Tract "N' w McNab Road 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 • • 34 L8# 7682 6750 NW 9TH COURT I jG Surveying and Mapping, Inc, PHONE: 954 67DA 33 63 t EMAIL: ADMINQDJGSURVEY.COM www.digsurvey.com 19 ey.com Sh®e! 40 4 46 Match line Sheet 36 47' 65' LR:,ao,oa t 25077` D�+.9V49'20- Woodmont Tract 71 P.B, 105, Pg 14, B,C.R. Not Included R H M I 1 Woodmont Tract 71 +' P.B, 105, Pg, I4, B,C,R, E Not Included L+35t:58' n126°51']1" R-25.W / D-96•1939" ' W McNab Road 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 L-MloRxi380,0U`. Da54'067V' d` y .Ct W Tract "M" 4� Land Sec: 4 Golf Course Plat Y,B, 88, Pg 20^ B.C.R. a� Woodmont Tract 72-A P.B. 115, Pg, 22, B,C.R, R�220.Oa G*288.98' 2t�75'15'39" 889"OP50" l B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • • }� LB# 7682 `6750 NW 9TH COURT v `� DJG Surveying and Mapping, Inc4 MARGATE 954 675-724463 EMAIL: ADMINQDJGSURVEY.COM ' www.djgsurvey.com Sheet 41 of 45 Match line Sheet 37 tot 6S `o* Tact "L" eLand Sec, 4 Golf Course Plat FD, 8B,Pg, 20, D ;CIL Rx280.,01r L-E00 R>280,0V DS20'31r2U L-23921 TD-4P4 TM.1-v ^ R-300.00' 0 E"" w Y+ 62D-8'04" Woodmont tract 72-B P.D< 105, Pg, I8, D.C,K R+a238.59' f2' L-227,.30' <y D-54°31E2"' f � - Ir336,28' v D�6°34'27" EriiO;tOV' ICAab N� \ t Li ' D�26f4BE7° ' 5W35424'01" 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) \I :7 • .7 * DJG Surveying and Club House Pod Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.G.R.) POD LAKE "C„ Tract l fC Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) 337 9 87°4q N 52"4541" W 95.76' 09°58'39" 256.57' Not Included Fort Laudedale Truck Frams (P.B. 04, Pg. 3t, B.C.R.) N 110I7'44" E Mapping, Inc, MARGAT PHONE:954 g FLORIDA RT 3 63 EMAIL. ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 42 of 45 Not Included Fort Laudedale Truck Frams (P.D. 04, Pg. 31, B.C.R.) P O D R = 120,00' L = 151.83' - 6 R= 300.00' N 72°36'51" E D = 72°29'41" L = 102.89' 23.61' R v D = 19°38'59">t 10„ E h 2< R = 100.00' S 87027" 9" E y9 L = 34.78' 98.13' D = 19°55'40" o . Parcel "A" Woodmont Recreation Complex (P.B. 91, Pg, 49, B.C.R.) POD'"F" v Not Included Fort Laudedale Truck Frams N 22004'10" E 489,437 Square Feet �7 (P.B. 04, Pg. 31, B.G.R.) 315.71 11.24 Acres R= 1,950.00' $ L= 12.21' a D = 00'21'32' --r I-P.O.B. it N 89i�.� NW 75th Street R = 1,950,00'� P O C L = 283.54' D = 08019'52" Not Included Easternmost Southeast Corner Fort Laudedale Truck Frams Tract "K" (P.B. 04, Pg. 31, B.C.R.) Land Sec. 4 Coy'CoursePlat (P.B. 88, Pg. 20, 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 0 a LB# 7 MAROD G Serve r and Ma in Inc.675A E, 9TH COURT < < TFLORIDA 33063 Y g pp g} PHONE:954-675-7244 EMAIL. ADMIN@DJOSURVEY.COM LEGAL DESCRIPTION Sheet 43 of 45� 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 SUBDMSION of Section 4, Township 49 South, Range 41 East, according to the plat thereof, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County, Florida, described as follows: Commencing at the Northwest comer of Section 4, Township 49 South, Range 41 East; thence North 0090'05"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°4523" East, 379.53 feet; thence northeasterly along the arc ofa tangent curve said curve being concave to the Northwest having a radius of 250.00 feet, a delta of 72°i251", an arc distance of 315.09 feet; thence South 89°33'35" East, 400.00 feet, thence North 00109'03" 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 8913335" East, along South right-of-way line and along the North boundary of said Tracts A and C, 1184.52 feet; thence Southeasterly along the arc ofa 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 of39.27 feet; thence tangent to said curve South 00°2625" West, 84.00 feet; thence southerly along the arc ofa tangent curve, said curve being concave to the West having a radius of 200.00 feet, a delta of 34° 18'35", an arc distance of 119.76 feet; thence tangent to said curve South 34°45'00" West, 75.55 feet to a point on the right-of-way line of that certain canal right-of-way recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, said point also being a paint on the arc ofa non -tangent curve (radial line thm said point bears South 28°3558" West); thence northwesterly along said right-of-way line and along the are of said curve being concave to the Southwest having a radius of280.00 feet, a delta of 28°09'31 ", an arc distance of 137,61 feet; thence tangent to said curve North 89*33135" West, along said right-of-way line, 650.00 feet; thence southwesterly along said right-of-way line and along the arc ofa tangent curve, said curve being concave to the Southeast having a radius of 180,00 feet, a delta of 90°00'00", an arc distance of 282.74 feet; thence tangent to said curve South 0012625" West, along said right-of-way line and along the East boundary of said Tract A, 72.90 feet; thence Southwesterly along the arc ofa tangent curve, said curve being concave to the Northwest having a radius of 300.00 feet, a delta of 28°03'35", an arc distance of 146.92 feet; thence tangent to said curve South 28130'00" West, along said right-of-way line and along said East boundary, 287.48 feet to a point on the arc ofa non -tangent curve ( radial tine thro said point bears North 07°4e43" East); thence westerly along the are of said curve being concave to the North having a radius of 330.00 feet, a delta of 3°18'02", art 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 of350.00 feet, a delta of46°19'55", an arc distance of283.03 feet; thence tangent to said curve North 5400'05" West, 621.27 feet; thence Southwesterly along the arc ofa tangent curve said curve being concave to the Southeast having a radius of 60.00 feet, a delta of 108°00'00", an are distance of 113.10 feet; thence tangent to said curve South l 7°49'55" West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00`! 0'05" East, along said West boundary, 185.00 feet; thence South 84°10'05" East, 140.74 feet; thence easterly along the arc ofa tangent curve, said curve being concave to the South having a radius of 300.00 feet, a delta of 26°00'00", an are distance of 136,14 feet; thence tangent to said curve South 58" 10'05" East, 775.64 feet to a point on the are of a non -tangent curve (radial line thru said point bears South 681139'5411 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°47 42" West, 10.01 feet; thence southwesterly along the arc ofa tangent curve, said curve being concave to the Northwest having a radius of25.00 feet, a delta of 012633", an arc distance of 41.65 feet to a point of intersection with the northerly right -of --way line of N.W. 81 st 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 tine and along the arc ofa tangent curve being concave to the North having a radius of 1395.00 feet, a delta of 0"43'431, 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 ofa tangent curve, said curve being concave to the South having a radius of 1270.00 feet, a delta of 19°30'09", an arc distance of 432.29 feet; thence tangent to said curve North 89°3T12" West, along said right-of-way line, 206,15 feet; thence northwesterly along the arc ofa tangent curve, said curve being concave to the Northeast having a radius of 25,00 feet, a delta of 102° 1028", an arc distance of4458 feet to a point of reverse curvature, said point also being on the East right-of-way line ofNW. W. 88th Avenue, as recorded on 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 ofa 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 000 10'05" West, along said West boundary of Tract A, 969.69 feet; thence northeasterly along the arc ofa tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90"36'30", an arc distance of 39.54 feet to a point on said South right-of-way line of Southgate Boulevard; thence South 89133'35" East, along said South right-of-way line, 171.74 feet to the POINT OF BEGINNING. TOGETHER WITH A portion ofTract C of said LAND SEC, 4 GOLF COURSE PLAT and a portion o f 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 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 ofa 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 comer of WOODMONT TRACT 51, according to the Plat thereof, as recorded in Plat Book 92, Page 32, ofthe Public Records of Broward County, Florida; thence North 04139'14" West, along the easterly boundary ofsaid WOODMONT TRACT 51. 361.86 feet; thence northwesterly along the boundary of said WOODMONT TRACT 51 and along the are ofa tangent curve, said curve being concave to the Southwest having a radius of 100.00 feet, a delta of 102120'46", an are 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 ofa tangent curve, said curve being concave to the Southeast having a radius of 1000.00 feet, a delta of35°30'00", an arc distance of619.59 feet to a point of compound curvature; thence southerly along the boundary of said WOODMONT TRACT 51 and along the arc of s tangent curve, said curve being concave to the East having a radius of200.00 feet, a delta of70°00'00", an arc distance of244.35 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; • • X W# 7682 D G Surve in and Ma in Inc. 6750 NW 9TH COURT < < MARGATE FLORIDA 33f363 Yp- gf PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.CQM LEGAL DESCRIPTION ISheet 44 thence northwesterly along the boundary of that certain canal right-of-way as recorded in Official Reconts Book 6450, Page 688, of the Public Records of Broward County, Florida, and along the arc ofa 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 62002'56", an are 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 are ofa tangent curve said curve being concave to the Southwest having a radius of 280.00 feet a delta of 59 ono 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 fine and along the are of a tangent curve, said curve being concave to the Northeast having a radius of 200,00 feet,.a delta of 4Ie00'00", 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 are 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 34145100" East,75.55 feet; thence northerly along the arc ofa tangent curve, said curve being concave to the West having a radius of 260.00 feet, a delta of 7°03'03a', an arc distance of 32.00 feet to a point of reverse curvature; thence northeasterly along the are ofa tangent curve, said curve being concave to the Southeast having a radius of25.00 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 ofa 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 0V26'25" West, 31.39 feet; thence southerly along the are ofa tangent curve, said curve being concave to the East having a radius of 200.00 feet; a delta of 27°11'35", an arc distance of 94.92 feet; thence North 89°31'26" East, 162,02 feet; thence easterly along the arc ofa tangent curve being concave to the South having a radius of 400.00 feet, a delta of42°4343", an am distance of 298.30 feet to a point of reverse curvature; thence southeasterly along the arc ofa tangent curve, said curve being concave to the Northeast having a radius of 540.00 feet, a delta of44448'43, an arc distance of 422.34 feet; thence tangent to said curve North 87126'25" East, 535.00 feet; thence northeasterly along the arc ofa tangent curve, said curve being concave to the Northwest having a radius of75.00 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 ofa tangent curve, said curve being concave to the Northeast having a radius of 2%00 feet, a delta of43°00'00", an are distance of 195.13 feet to a point ofreverse curvature; thence northwesterly along the arc ofa 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 ofa tangent curve, said curve being concave to the North having a radius of 565.00 feet, a delta of 18"28'53", an are distance of 182.25 feet; thence North 84"22'3 V West; 7%51 feet, thence North 00126 25" East, 35.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of25.00 feet, a delta of 90"00'00", an arc distance of 39.27 feet to a point on the South right>of-way fine of Southgate Boulevard; thence tangent to said curve South 89133'35" East, along the said South right-of-way, 1775.00 feet to the POINT OF BEGINNING, ALSO TOGETHER WIT14 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 comer of said Tract D; thence North 14100'l3" 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 Broward County, Florida, 40.24 feet; thence northeasterly along said right-of-way line and along the arc ofa 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 ofa tangent curve, said curve being concave to the Northwest having a radius of 180.00 feet, a delta of 78° 17121", an arc distance of 245.95 feet; thence tangent to said curve North 28*30100" East, 425.78 feet to a point on the arc ofa non -tangent curve (radial line thru said point bears North 01"4758" West); thence northeasterly along the are of said curve being concave to the Northwest having a radius of 390.00 feet; a delta of i 8" IT02", an arc distance of 123.80 feet; thence tangent to said curve North 70"OQ'00" East, 430,00 feet; thence North 87"00'00" East, 790.00 feet to a point on the aforesaid canal right of way; thence South 32"00'00" East, along said right-of-way line, 276,10. feet; thence southeasterly along said right-of-way line and along the are ofa tangent curve, said curve being concave to the Northeast having a radius of280.00 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 ofa tangent curve, said curve being concave to the Southwest having.a radius of 200.00 feet, a delta of 59100'00", 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 ofa 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 are ofa tangent curve , said curve being concave to the Southwest having a radius of 150.00 feet, a delta of 43932'56", 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 Bmward County, Florida; thence South 49*31*56" West, along said right-of-way line 273.71 feet; thence southwesterly along the arc ofa tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a delta of 14°28'04", an arc distance of 352.26 feet; thence tangent to said curve South 64"00'00" West, along said right-of-way line, 36.78 feet thence westerly along the arc ofa 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. 8 ist Street, as recorded in said Official Records Book 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 ofa radially tangent curve; thence northerly along the arc ofa tangent curve, said curve being concave to the West having a radius of 300.00 feet, a delta of 52°5T37", an arc distance of 276.88 feet; thence tangent to said curve North 14° 1841" West, 90.00 feet; thence North 24°0606" West, 435.26 feet; thence northwesterly along the arc ofa 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 are ofa tangent curve, said curve being concave to the East having a radius of 170.00 feet, a delta of 76°00'00", an arc distance of 225.50 feet; thence tangent to said curve South 06140'08" East 137.18 feet to a point on said northerly right-of-way line of N.W. 8lst 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 ofa 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. • • LB# 7682 6750 NW 9TH COURT DJG Surveying and Mapp ng, Inc, 95MARGA E, FLOR 6IDA33 63 EMAIL: ADMIN@DJGSURVEY,COM P. SS www.djgsurvey.com LEGAL DESCRIPTION Sheet 45 of 4S ALSO TOGETHER WITH A portion of said Tract D described as follows: BEGINNING at the most northerly and westerly comer of said Tract D; thence South 61 "30'W' 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 11153153", an are 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 Back 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. WITH E and F of said LAND SEC. 4 GOLF COURSE PLAT, Tracts G, H,1, I, K, L, M, N, O, P, and Q, LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in Plat Book 88. Page 20 of the Public Records of Broward County, Florida. "A", WOODMONT RECREATION COMPLEX, according to the plat thereof, as recorded in Plat Book 91, Page 49, of the Public Is of Bmward County, Florida. lands lying and being in the City of Tamarac, Broward County, Florida, and containing 285,00 acres, more or less. LESS THE FOLLOWING CLUB HOUSE POD A portion ofTract "K", Land Sea 4 GoifCourse Ptar, as recorded in Plat Book 98, Page 20, o£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 OD°21'32", a radial line bears from said point South 08" 18'18" East; Thence, Easterly along the arc of said curve, an are distance of 12,21 feet to the Point of Beginning; Thence, North 22104'10" East, a distance of 315.71 feet; Thence, North 11917144" East, a distance of349.63 feet; Thence, North 09"58'39" West, a distance of 256.57 feet; Thence, North 5204541" 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*38159' , Thence, Northeasterly along the arc of said curve, an are distance of 102.89 feet to the point of tangency; Thence, North 72°36'51" East, a distance of 23.61 feet to the point of curvature 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 are of said curve, an arc distance of 34.78 feet to the point of tangency; Thence, South 87°27129" East, a distance of 98.13 feet to a point on the are 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 ofNW 80th Avenue; Thence, South 21000'00" West, along said West tine, 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 18143'45'; 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 88,0650' 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 891136'55" 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 of08119'52'; Thence, Southwesterly along the arc of said curve, and the North line of NW 75th Street, an arc distance of 283.54 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 489,437 square feet (11.24 acres) more or less: EXHIBIT F-1 EXHIBIT "F-1" • CONSOLIDATED, AMENDED AND RESTATED AMENDMENT COVENANT • Return to: (enclose self-addressed stamped envelope) This Instrument Prepared by: Scott Backman, Esq. Dunay, Miskel, Backman & Blattner 14 SE 41h Street, Suite 36 Boca Raton, Florida 33432 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR PROCESSING DAT CONSOLIDATED, AMENDED AND RESTATED COVENANT THIS CONSOLIDATED, 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. 80th 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 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"); 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 • • WHEREAS, Woodmont is desirous of assuring the owners of residential properties in the neighborhood of the New Golf Course and City that the New Golf Course shall be used for golf course and open space purposes; and WHEREAS, City is desirous of joining into and consents to this Covenant to amend and restate the Consolidated Covenant in its entirety pursuant to Resolution , attached hereto and made a part hereof as Exhibit "D" (the "Resolution"); and NOW, THEREFORE, the undersigned as owner of the New Golf Course hereby covenants and agrees as follows: 1. The New Golf Course shall be maintained and only used as a golf course, country club or other permitted open space and recreation uses, which may include a clubhouse, pro shop, locker room, swimming pools, cabanas, liquor, beer and wine bar facilities, dining room facilities, parking, tennis courts, putting greens, driving/aqua range (no netting permitted) and all other incidental uses thereto. This Covenant shall continue for a period of Fifty (50) years, unless released or amended by the City Commission of the City of Tamarac, Florida, or its successors with the consent of seventy-five (75) percent of the property owners who are located within one hundred fifty (150) feet of the exterior boundaries of the New Golf Course. 2. This Covenant shall inure to the benefit of all property owners in the City of Tamarac. • 3. The restrictions set forth in this Covenant regarding the use of the New Golf Course shall in no manner create an obligation on the part of Woodmont, or its successors or assigns, to operate the golf course or recreational facilities. 4. The restrictions set forth in this Covenant shall be subject to any present or future grants of easements, licenses, fee title or other rights to use the New Golf Course to public utility companies so long as such grant(s) of easements, licenses, fee title or the rights to use said New Golf Course do not interfere with the use of the New Golf Course for golf or recreational purposes. 5. The restrictions set forth in this Covenant shall be subject to any present or future grants of easements, licenses, fee title or other right to use the New Golf Course to the public or to any public entity such as a municipal corporation so long as such grant(s) of easements, licenses, fee title or other rights to use said lands do not interfere with the use of the New Golf Course for golf or recreational purposes. 6. This Covenant shall constitute a covenant running with the land and shall be binding upon the undersigned and inure to the benefit of the parties hereto and their respective transferees, successors, and assigns. 7. Notwithstanding anything contained herein, neither this Covenant, nor any provision hereof, may be waived, modified, amended, discharged, or terminated, except by an instrument in writing signed by both Woodmont and City or their respective successors and/or assigns; provided, however, in the event there are minor modifications to the legal description for • the New Golf Course required to correct the legal description attached hereto as Exhibit C, such corrections shall not require the joinder and consent of City to amend this Covenant. A minor modification shall be defined as a change to the legal description that does not materially alter the location or size of the property. 8. The Released Lands are hereby released from the Consolidated Covenant and not restricted or encumbered by this Covenant. 9. The Consolidated Covenant is hereby amended and restated in its entirety and superseded by this Covenant as set forth herein. IN WITNESS WHEREOF, I have hereunto set my hand and seal this day of , 2014. Signed, sealed and delivered in the presence of: STATE OF FLORIDA ) ) SS: COUNTY OF ) WOODMONT COUNTRY CLUB, INC., a Florida corporation By: Name: Title: Date: I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was acknowledged before me by , the of WOODMONT COUNTRY CLUB, INC., a Florida corporation, freely and voluntarily under authority duly vested in him/her by said corporation and that the seal affixed thereto is the true corporate seal of said corporation. He/she is personally known to me or who has produced as identification. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2014. Notary Public Typed, printed or stamped name of Notary Public My Commission Expires: C7 r� U • 0 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". WITNESS — PRINT NAME WITNESS — PRINT NAME ATTEST: Pat Teufel City Clerk Date: CITY OF TAMARAC: Harry Dressler, Mayor Date: Michael Cernech, City Manager Date: Approved as to form and legal sufficiency: Samuel S. Goren, City Attorney Date: 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. My Commission Expires: STATE OF FLORIDA ) • ) ss: COUNTY OF BROWARD) 0 Notary Public, State of Florida 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 Cernech, as City Manager of the City of Tamarac, a Florida municipal corporation, on behalf of the City, freely and voluntarily under authority duly vested in him by said municipal corporation and that the seal affixed thereto is the true corporate seal of said municipal corporation. He is personally known to me or has produced as identification. WITNESS my hand and official seal in the County and State last aforesaid this _ day of .2014. My Commission Expires: Notary Public, State of Florida Typed, printed or stamped name of Notary Public EXHIBIT "A" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT ORIGINAL GOLF COURSE r� U • EXHIBIT "B" • TO CONSOLIDATED, AMENDED AND RESTATED COVENANT RELEASED LANDS r1 U • EXHIBIT "C" • TO CONSOLIDATED, AMENDED AND RESTATED COVENANT NEW GOLF COURSE • C. EXHIBIT "D" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT RESOLUTION • • EXHIBIT "A" TO CONSOLIDATED, AMENDED AND RESTATED COVENANT ORIGINAL GOLF COURSE • • PARCEL]: Legal Description of Developer's Property 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 69'45'23" 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 are distance of 315.09 feet; thence South 89033'35" 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 89033'35" 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 00126'25" 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 34118'35", 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 281135'58" 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 28109'31 ", an arc distance of 137.61 feet; thence tangent to said curve North 89133'35" 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 28430'00" 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 7815515" West, 39.26 feet; thence North 10'30'00" West, 160.87 feet; thence South 79130'00" 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 are 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" Page 1 of 9 • East, along said West boundary, 185.00 feet; thence South 84" 10'05" East, 140.74 feet; thence easterly along the arc of a tangent curve, said curve being concave to the South having a radius of 300.00 feet, a delta of 26s'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 68939'54" East); thence Southwesterly along the arc of said curve being concave to the Southeast having a radius of 240.00 feet, a delta of 7132'24", an arc distance of 31.58 feet; thence tangent to said curve South 13'=47'42" West, 10.01 feet; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 25.00 feet, a delta of 95ro26'33", an arc distance of 41.65 feet to a point of intersection with the northerly right- of-way tine 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 0'43'43", 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 19130'09", arc distance of 432.29 feet; thence tangent to said curve North 89'32'12" West, along said right-of-way line, 206.15 feet; thence northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 25.00 feet, a delta of 102'`10'28", an arc distance of 44.58 feet to a point of reverse curvature, said point also being on the East right-of-way line of N.W. 88th Avenue, as recorded in Official Records Book 4747, Page 183, of the Public Records of Broward County, Florida; thence northerly along said right-of-way line (said line also being the West boundary of said Tract A), and along the arc of a tangent curve, said curve being concave to the West having a radius of 1053.00 feet, a delta of 12"48'21", an arc distance of 235.35 feet; thence tangent to said curve North 00"`10'05" West, along said West boundary of Tract A. 969.69 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90''36'30", an arc distance of 39.54 feet to a point on said South right-of-way line of Southgate Boulevard; thence South 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 89'47'44" 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°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 102120'46", an are 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 35130'00", 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 32130'00" 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 are 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 • 174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feet, a delta of 62'02'56", an arc distance of 162.44 feet thence tangent to said curve North 14'00'00" West, along said right-of-way line, 169.36 feet; thence northwesterly along said right-of-way line and along the are 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 are distance of 288.33 feet; thence tangent to said curve North 7Y00'00" 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 are 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 17w06'01", 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 are 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 feet; thence tangent to said curve South 72'24' 17" East, 31.18 feet; thence southeasterly along the are of a tangent curve being concave to the Northeast having a radius of 730.00 feet, a delta of 3137'17, an arc distance of 46.14 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' 1135", an arc distance of 94.92 feet; thence North 89'31'26" East, 162.02 feet; thence easterly along the arc of a tangent curve being concave to the South having a radius of 400.00 feet, a delta of 42'43'43", 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 44°48'43", an arc distance of 422.34 feet; thence tangent to said curve North 87`26'25" East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 75.00 feet, a delta of 90'00'00", an arc distance of 117.81 feet; thence tangent to said curve North 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 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 4Y00'00", 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°28'53", an arc distance of 182.25 feet; thence North 8412231" West, 79.51 feet; thence North 00'26'25" East. 35.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90100'00", an arc distance of 39.27 feet to a point on the South right-of-way line of Southgate Boulevard; thence tangent to said curve South 89`33'35" East, along the said South right-of-way line, 1775.00 feet to the POINT OF BEGINNING. PARCEL 4: A portion of Tract D of said LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according to the plat thereof, as recorded in Plat Book 4, Page 31, described as follows: BEGINNING at the most southwesterly corner of said Tract D; thence North 14'00'13" East, along the West boundary of said Tract D and along the right-of-way line of that certain canal right-of-way as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, 40.24 feet; thence northeasterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 100.00 feet, a delta of 92`Z47'07", 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' 1 T2 1 ", 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 3of9 • (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 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 4 V00'00", 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 59u00'00", 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 are 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 49131'56" West, along said right -of way line 273.71 feet; thence southwesterly along the are of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a delta of 14" 28'04", an are distance of 352.26 feet; thence tangent to said curve South 64600'00" West, along said right-of-way line, 36.78 feet; thence westerly along the arc of a tangent curve said curve being concave to the North having a radius of 25.00 feet, a delta of 86`52'08", an arc distance of 37.90 feet to a point of reverse curvature; thence northwesterly along the northerly right-of-way line of N.W. 81st Street, as recorded in said Official Records Rook 6450, Page 688 and along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 1165.00 feet, a delta of 22" 18' 12"; an arc distance of 453.50 feet to a point on the arc of a radically tangent curve; thence northerly along the are of a tangent curve, said curve being concave to the West having a radius of 300.00 feet, a delta of 52152'37", an are distance of 276.86 feet; thence tangent to said curve North 14` 18'41" West, 90.00 feet; thence North 24°0606" 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 83104'02", an arc distance of 14498 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 are 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 are 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. 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 01130'00" 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. 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 0 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 8913335" 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 72112'5 1 ", 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"3335" 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 O0112625" 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 3411835", 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'S8" West); thence northwesterly along said right-of-way line and • along the are of said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 2810931", an are 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 90100'00", an arc distance of 282.74 feet; thence tangent to said curve South 0062625" 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 3118'02", 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 79130'00" 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'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 1 13.10 feet; thence tangent to said curve South 17149'55" West, 372.42 feet to a point of intersection with the West boundary of said Section 4, thence South 00110'05" East, along said West boundary, 185.00 feet;; thence South 84110'05" 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 58w 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 7132'24", an arc distance of 31. 58 feet; thence tangent to said curve South 1314742" West, 10.01 feet; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 25.00 feet, a delta of 95'26'33", an arc distance of 41.65 feet to a point of intersection with the northerly right- of-way line of N.W. 81 st 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 1395.00 feet, a delta of 0143'43", an arc distance of 17.74 feet; thence tangent to said curve North 70002'03" • West, along said northerly right-of-way line and along the southerly boundary of said Tracts B and A, 461.99 feet; thence westerly along said northerly right-of-way line and along the arc of a tangent curve, said curve being concave to the South having a radius of 1270.00 feet, a delta of 19"30'09", arc distance of 432.29 feet; thence tangent to said curve North 89'32'12" West, along said right-of-way line, 206.15 feet; thence northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 25.00 feet, a delta of 102"1028", an arc distance of 4458 feet to a point of reverse curvature, said point also being on the East right-of-way line of N.W. 88th Avenue, as recorded in Official Records Book 4747, Page 183, of the Public Records of Broward County, Florida; thence northerly along said right-of-way line (said line also being the West boundary of said Tract A), and along the arc of a tangent curve, said curve being concave to the West having a radius of 1053.00 feet, a delta of 12'48'21 ", an arc distance of 235.35 feet; thence tangent to said curve North 00' 10'05" West, along said West boundary of Tract A. 969.69 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90' 36'30", an arc distance of 39.54 feet to a point on said South right-of-way line of Southgate Boulevard; thence South 89'3.3'35" 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 89147'44" 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 4126'58", 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 102120'46", an arc distance of 178.63 feet to a point of compound curvature; thence southwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 1000.00 feet, a delta of 35°30'00", an arc distance of 619.59 feet to a point of compound curvature; thence southerly along the boundary of said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the East having a radius of 200.00 feet, a delta of 70" 00'00", an arc distance of 244.35 feet; thence tangent to said curve South 32"30'00" East, along said boundary of WOODMONT TRACT 51, 171.20 feet to a point of cusp; thence northwesterly along the boundary of that certain canal right-of-way as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, and along the arc of a tangent curve, said curve being concave to the Southwest and having a radius of 230.00 feet, a delta of 43132'56", an arc distance of 174.82 feet to a point of reverse curvature; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the Northeast having a radius of 150.00 feet, a delta of 62"02'56% an arc distance of 162.44 feet thence tangent to said curve North l4'''00'00" West, along said right-of-way line, 169,36 feet; thence northwesterly along said right-of-way line and along the are of a tangent curve said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 59100'00", an arc distance of 288.33 feet; thence tangent to said curve North 73100'00" 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 are of a tangent curve, said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 170601", an arc distance of 83.57 feet; thence North 34045'00" 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 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 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 3137'17", an arc distance of 46.14 feet; thence South 00'2625" West, 31.39 feet; thence southerly along the arc of a tangent curve, said curve being concave to the East having a radius of 200.00 feet; a delta of 271 11'35", an arc distance of 94.92 feet; thence North 89 31'26" East, 162.02 feet; thence easterly along the are 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 87'26'25" East, 535.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 75.00 feet, a delta of 90100'00", an arc distance of 117.81 feet; thence tangent to said curve North 02'33'35" West, 130.00 feet; thence northwesterly along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 75.00 feet, a delta of 90'00'00", an arc distance of 117.81 feet; thence tangent to said curve South 87026'25" West, 535.00 feet; thence northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 260.00 feet, a delta of 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 1812853", an are distance of 182.25 feet; thence North 84' 22'31" West, 79.51 feet; thence North 00'26'25" East. 35.00 feet; thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90000'00", 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 89133'35" 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 are 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° 17'21 ", 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 01 14758" 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 line and along the are 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 are of a tangent curve, said curve being concave to the Southwest • having a radius of 150.00 feet, a delta of43'32'56", an arc distance of 114.01 feet; thence tangent to said curve Page 7 of 9 South 32130'00" East, along said right-of-way line, 50.00 feet to a point on the northerly right-of-way line of • N.W. 82nd Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; thence South 49'3 P56" West, along said right-of-way line 273.71 feet; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a delta of 14"28'04", an arc distance of 352.26 feet; thence tangent to said curve South 64`00'00" West, along said right-of-way line,,36,78 feet; thence westerly along the arc of a tangent curve said curve being concave to the North having a radius of 25.00 feet, a delta of 86"52'08", an are 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'l2", 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 526152'37", an arc distance of 276.86 feet; thence tangent to said curve North 14°18'4I" 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 83104'02" , an are 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 83119'52" 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 OV30'00" East, 206.31 feet; thence South 70100'00" West, 235.30 feet; thence southwesterly along the arc of a tangent curve being concave to the Northwest having a radius of 330.00 feet, a delta of 1 1"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 28130'00" East, 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 88, Page 20, of the Public Records of Broward County, Florida. Said lands situate, lying and being in Broward County, Florida. Tracts G, H, I, J, K, L, M, N, 0, P and Q, LAND SEC. 4 GOLF COURSE PLAT, according to the Plat thereof as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida. Said lands situate, lying and being in Broward County, Florida. • AND Page 8 of 9 • Parcel "A", WOODMONT RECREATION COMPLEX, according to the plat thereof, as recorded in Plat Book 91, Page 49, of the Public Records of Broward County, Florida. Page 9 of 9 EXHIBIT "B" TO . CONSOLIDATED, AMENDED AND RESTATED COVENANT RELEASED LANDS • • 'N LB# 7682 6750 NW 9TH COURT r MARGATE, FLORIDA 33063 D G Surveying,and Mapp in Inc. PHONE: 95"75-7244 g� _ - . EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com - Sketch and Description - ISheet 1 of I Released Lands School Cummen;ial Pod "E" Tract Pod Southgate Blvd. Tow tw- 48 SoRtF- Tovrnshi C Pine Island Pod "A" o 0 Road � e� r, v C C _ 4 O 81st Street NStreet d r'nNW Pod Q "C" Pod "F' .0 u Pod "p" .r a M � Pod Y NW 75th Street NW 80th Avenue 1 Pine Island Road � a o aO A McNab Road SURVEYOR'S NO ES: 1. BEARING REFERENCE: The Bearings 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 corners were set in the field related to this sketch. 3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida. NOT VALID N T THE SIGNATUREREWITHOUT ANDDTHE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 03/29/2014 DATE SURVEYOR AND MAPPER DENNIS J. GABRIELE No. REVISIONS . Professional Surveyor and Mapper 5709 State Slate JOB NO,1O.OY1S DRAWN BY: MRK Qc: DJG SCALE, NTS of of Florida �J 0 • D G Serve in and Ma in 675A E, 9TH COURT .- g .. pp .. g, Incr MAPHONE 954-6715-7244 63 J EMAIL: ADMIN@DJGSURVEY.COM mm.dlgsurvey,com Tract'C• Sheet 2 of 16 Land Seedan 4 Goljcourae Plat Tract 4 (Plat odd Book 86, Page 20, B.C.R.) Fort Lauderdale Truck Farms Subdivision (Plat Book 4, Page 31, B.C.R.} Y'nI f "1 8y R = 150,00' L = 606.55' D = 23 l a41'02" /ry R = 150.00' L = 606.55' i D = 231 a41'02" N 44°46'29" E Ttact ^C^ Land Section 4 G'oljiburre Ple a. 10.07' (Plat Bwk 88. Page Ttact "D" LandSecdan 4 Goljloune Plat (Plat gook 88. Page 20. B.C.A.) Pod "A ( , D = 83°263 2" 412,380 Sq. Ft. R = 535.00' (9,47 Acres) L = 625.80' D = 67a01'12" Tract "D" Land Seedan 4 Gol%Courre Plat (Plat Book 88, Page 20. B.C.R.) 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 P.O.B. R = 1395.00' L = 68.85' '' D = 02*49*40" P.O.C. Easternmost Southeast Corner Tract "D" Land Section 4 Goo Course Plat (P.B. 88, Pg. 20, B.C.R.) B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • 'Jr[ L8# 7682 rkV s D G Surve in and Ma ' in InC. 6750 NW 9TH COURT MARGATE. FLORIDA 33063 Y pp t i PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 3 of 176 Woodmont Tract 65 (P.B. 91, Pg. 50, B.C.R.) Tract "K" - Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) N 80045'38" E R = 161.08' 99.53' L = 44.71' D=15°54'16" __ov N 70025'50" E 91.44' N 65"59'51" E 75.00' N 87°44'10" 19.37' R = 213.00' L = 236.93'J D = 63°44'01" S 72°36'51" 23.61' R = 175.46' L. = 64.26' D = 20°58'56" S 87027'29" f Pod "B" 130,8I0 Sq. Ft. (3.00 Acres) P.O.C. Southwest Corner Wuadmont Tract 65 (P,B. 91, Pg. 50, B.C.R.) R = 29.69' L = 22.93' -- D = 44° 15'40" R = 40.00' _//' L = 56.78' D=81°19'41" o � P.I S 69000'00" E 8.78' -. N 87027'29" W 98.13' R = 300.00'� R = 100.00' L-102.89 L = 34.78' R = 120.00' D = 19°38'59" D = 19055'40° L = 151.83'-J D = 72°29'45" Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination F.B. = Plat Book Pg. = Page Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, H.C.R.) B.C.R. = Broward County Records R = Radius L = Are Length D = Delta (Central Angle) • • • .............. n' D G Surveying and Mapping, Inc. rr $ LB# 7682 6750 NW FLORIDA 9TH COURT MAPHONE:�954-675 724463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 4 of 16 Tract "K" Land Sea 4 Go f Course Plat (P.B. 88, Pg. 20, B.C.R.) Tract "K" Land Sec. 4 Golf Course Plat (P.B. L-65,89' �� P B. 88, P 20, B.C.R, . L-65,89' R-ISD.OP 0-14°31'f0 L-569.26' 0 - 217'26'30" Pod ►►C" R - )5D.00' L - 288.59' ' D-II0°IS'S7" WoodmontTract 65 S 55.40'51' w (P.B. 91, Pg. 50, B,C.R.) v, 93,04• R - 260.00' *. L.52.14' D11' TN, Ir. P.O.B. r�� S 87°27.29" c 302,916 Sq. Ft. s'!! Southeast Corner 7D°zs so" c �s ' N N (6.95 Acres) 77A3' Noz°0at'€ WoodntantTract b5 20,00' - {P.B. 91, Pg. 50, B.C.R.) R-140.00• R-250.00' �m L-127.2 L- l45,38' R-29,58' - D-52,05.35" D33°19'03" L-22.93' D-44'1S4d" It: 2253V -- S 13'44'53' W L86"33' t 10.W �� D-22°01WI1 S 82-'m3'29" E 429,82' - R-410, �R-17:,46• L- R-40.iiN L-56.78' L-338,5T5T D-2020°5958•S6" D-47°t8'47' 81,44' N 69'0 M. W S 80°4., *38' W R-30OW 99,53' 8,78' 4� S 18°3141' W -I DS°l4'OS" 110.00' fo Tract "K" at' Land Sea 4 Golf Course Plat o (P.B. 88, Pg. 20, B.C.R.) z e Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • LB# 7'64 �x DJG Surveying and Mapping, Inc. MAR FLORIA ONE 54-675 724463 EMAIL: ADMIN@DJGSURVEY.COM www.dlgsurvey.com Sheet 5 of 16 S 7q°Og Tract "K" Land R = t 60. ll"�`9 lg„ Sec. 4 Golf Course Plat (P.B. 88, Pg, 20. B.C.R.) L = 310.6 P D = 111 ° 13'50" R = 150.09 L = 277.8 P D = 106°07'02" z Prod "D r► 0 N 239,528 Sq. Ft. (5.50 Acres) Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) R = 35,00' L = 25.30' —� D = 41 °24'32" R = 45.00' L = 66.56' D = 84°45'051, R = 10.00' L = 7.56' --� D = 43120'30" N 01"00'51" E- 66.23' Southwest corner Tract "K" (P.B. 88, Pg, 20, B.C.RL A A i +T' t A� ° y' Tract "K" Laird Sec. 4 QTCourse Plat (P.B. 88, Pg. 20, B.C.R.) v N v ° 0 R = 35.00' L = 25.30' D = 41°24'35" R = 45.00' L — 66.45' D - 84°36' 15 R-w 10.00' L = 7.54' D 43° 11'41 " —S 01000151" 61.76' 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) NW 75th S68 tB,C:R) (O.R13.5450, pg. • 0 • sh L8# 7682 D G Surveyin and Ma in Ins, 6T50 NW FLORIDA 9TH COURT ,�p �� M PHONE:�954-675-724463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 6 of 16 R = 25.00' L=39.27' — D = 90°00'00" S 00°26'25" W 184,00' V FPA 4e Poq "E" !ya ,. �i ci a1 ti14 y ad C7 a � � � v .0 x a O Im 288,148 Sq. Ft. (.61 Acres rn ti P.O.B. I Easternmost Northwest Carver Tract "A" Land Section 4 GoljCourse Plat (P.R. 98, Pg. 20, B.C.R.) -\ R = 200.00' L= 119.76' D = 34'18'35" S 34045'00" W 52.99' --"—N 63026'13" W 64.00' R = 497,00' L = 442.36' D = 50059148" u m a Woodmont Tract 48 u (Plat Book 115, Page 23, B.C.R.) S 65°33'59" W 31.99' N 90000'00" W 14.66' N 63015'21" W 149,45' N 89033'35" W 300.00' S 00009'03" E 17.20' R = 150.00' L = 365.95' D = 139°4659" Fort Lauderdale Truck 1—N K9°33'35" W Farm' Subdivision 26.48 (Plat Book 4, Page 31, B.C.R.) 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 • • • LB# 78s2 DfG Surveying and MappingInc. H RTF*7, MARGATE. FLQRIDA 33063PHQNE:954 675-7244EMAIL: ADMIN@DJGSURVEY.COM www.digsurvey.cwm Sheet 7 of 16 Tract"E" land Sm 4 Golf Couttm Plat 8 (P.B, Be. Pg. 20. BC R.) RayLbr,� R - 45,00' L — 158,61' D = 201"57'06" N 88009'07" E R = 175.00' RA L = 54.25' o v1 D = t 7°45'40" 0 N S W54'25" E a N69^aorol" 110.21' Radial R - 285.58' N 81-05,30. w L = 103.11' n Radial D=20°4i'l1" �hh p m Pod rrFrr Y o 4^0 of N O Ji o y rb V p Diu a� A Bj P.O.B. Westernmost Southwest Comer Tract "E" Land Sec. 4 Goff Course Plat (P.B. 88, Pg. 20, B.C.R.) Tract "a" Land Soc.4 Golf Come Plat jP.B_88. PLu 20, B.C.R.} L=39.27'� N¢9.00 R 150.00' D — 90"00'00" 1159 Q0� W L - 152.78' S6. D - 58?21'23" FLegendint of Beginning B.C.R. = Broward County Records int of Commencement R = Radius int of Termination L = Arc Length Book D = Delta (Central Angle) • • Fi Inc.LB# 7682 6750 NW 9TH COURT PJG Surveying and lUlapping, 4MARPHONE:54�75-724A63 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com P.O.B. Northernmost Northwest Corner Tract "A" Land See. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) Southgate 8oulerord S 89033'35" E 552.31' N 45-08'10" E 35.54' Commercial Pod 199,342 Square Feet 4.58 Acres ii Vo Tract'A" Al S 36048' 16" W `�' Land Sectran 4 Goty'Courte Plat 41.57' (Plot Book Be, Page 20, B.C.R.) $ R = 30.00' 3 a L - 19,36' a©l 3 D = 36°58'21" O o R = 30.00' o L=27.77' z D = 53*01'39" S 89°49'55" W 68,00' Tmct'A" UndSection 4 Golo' Courre Plot (Plot Baok 88, Page 20. B.C.R,) 0.01 R = 75.00' L= 117.81' D = 90a00'00" S 89049'55" W 28.00' 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 Sheet 8 q 16 ap O Fort Lauderdate T-ek Farms Subdivialon (Plot Boak 4, Page 31, B.C.R.) • • 91[ Inc.B# 7682 DJC Surveying and Mapping, IncMARGATE, FLORIDAFLORCIDA 33063 PHONE: 954.675-7244 EMAIL: ADMINQDJGSURVEY.COM 1-41 *S- "11 ,a,,.,,,,, .line, —„ ,....., S 89"33'35" E Southgate Blvd. 73.75' Fort Lauderdale Truck Farms Subdivision (P.O. 4. Pg. 3l, n.CA.) — —_____ N 00012'16" R 130.31' N 01044' 13" F Section 33 194.78' Sec Ion Tract "C" Land Sec. 4 Golf Course Plat (P.B. 88, Pg, 20, B.C.R.) N 78053'43" — \ 26.49' Woodmont Tract 50 (P.O. 109. Pg. 48, B.C.R.) Tract "C" Land Sec. 4 Golf Course Plat (P.B. 88, Pg, 20, B.C.R.) Woodmont Tract 51 (P.B. 92. Pg, 32, B.C.R.) NOTINCLUDED j_/_ P, Tr Sheet 9 of 16 NE Corner, Tract "C" (P.B. 88, Pg. 20, B.C.R.) Tamarac Lanes (P.B. 05. P8.31, B.C.R.) 33 34 4 3 W �D Richway At Tamamc (P,B, 112. Pt. 13. MCA) w000MoNTTMLr51 106.35' (O RNW 82nd Street S 9047'44" W PM Pg. 688, B,C.R.) Fort Lauderdale Truck Woodmont Tract 53 Farms Subdivision (P.B, 95, Pg. 11. MC'.A.3 I (PA 4, Pg. 31, B.C.R.) 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) • • • 'At LB# 7682 DJG SwvYin and 1 a in Inc MA6750 E, FLORIDA 9TH COURT pp '') 5 PHONE: 4-675-72�i463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION Sheet 10 of 16 Pod A: 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 4991'56" West, along said Northerly line, a distance of 72.45 feet to the Point of Beginning, Thence, continue along said Northerly line, South 4991'56" 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 are of a circular curve, concave to the East, having a radius of 150.00 feet and a central angle of 231 °4 P02"; 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 44°46'49" 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. Together With: Pod B: A portion of Tract "K", Land Sec. 4 Golf Course Plat, as recorded in Plat Book 88, Page 20, of the F Records of Broward County, Florida, being more particularly described as follows: Commencing at the Southwest corner, Woodmont Tract 65, according to the plat thereof, as recorded in Plat Book 91, Page 50, of the Public Records of Broward County, Florida, said point also being a point c 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; (Continued On Sheet 11 of 16) • • GJrj Letf 7tiS"L ; DJG SurveyingAnd Mapping, Inc. M6750 NW 9TH COURT ARGA E, FLORIDA DA 33 63 PHOEMAIL: ADMINQDJGSURVEY.COM www.dlgsurvey.com LEGAL DESCRIPTION Sheet 11 of 16 (Continued from Sheet 10 of 16) Thence, continue South 21 °00'00" West, along said Westerly line, a distance of 233.03 feet to a point on the arc of a circular curve, concave to the North, having a radius of 120.00 feet and a central angle of 72029'45'; a radial line bears from said point North 21°46'46" West; Thence, Westerly along the are of said curve, an are distance of 151.83 feet; Thence, North 87°27'29" 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 19155'40"; Thence, Westerly along the arc of said curve, an are distance of 34.78 feet to the point of tangency; Thence, South 72°36'51" 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 19°38'59"; Thence, Westerly along the are of said curve, an arc distance of 102.89 feet to the point of tangency; Thence, North 87144' l0" 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 631144'0111; 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 are of a circular curve., concave to the Southwest, having a radius of 161.08 feet and a central angle of 15°54' 16"; a radial line bears from said point South 47°38'30" West; Thence, Northwesterly along the arc of said curve, an arc distance of 44.71 feet; Thence, North 80°45'38" East, a distance of 99.53 feet; Thence, North 70125'50" East, a distance of 81.44 feet to the point of curvature of a circular curve, concave to the South,.having a radius of 175.46 and a central angle of 20°58'56"; Thence, Easterly along the arc of said curve, an arc distance of 64.26 feet; Thence, South 87°2729" 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 81 ° 19'4I'; a radial line bears from said point North 51 °00'36" East; Thence, Easterly along the are 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. Together With: Pod C: A parcel of land lying in Section 4, Township 49 South, Range 41 East, being 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: Beginning at the Southeast corner of Woodmont 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 21 °00'00" West, along said Westerly line, a distance of 93.07 feet; Thence, North 69°00'00" West, a distance of8.78 feet to a point on the are of a circular curve, concave to the North, having a radius of 40.00 feet and a central angle of 81 ° 1941' ; a radial line bears from said point North 30119'05" West; Thence, Westerly along the are of said curve, an arc distance of 56.78 feet to a point on the arc of a circular curve, concave to the South, having a radius of 29.68 feet and a central angle of 44° 15'40"; a radial line bears from said point South 46'48'11" West; (Continued on Sheet 12 of 16) • th( , f nn((++ DJG Surveying and Mapping, Inc, A I.6JP too& 675d NW 9TH COURT MARGATE. FLORIDA675-733d63 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION ISheet 12 of 16 (Continued from Sheet 11 of 16) 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 feet to a point on the arc of a 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°2446" West; Thence, Westerly along the arc of said curve, an arc distance of 64.26 feet to the point of tangency; Thence, South 70°25'50" West, a distance of 81.44 feet; Thence, South 80°45'38" West, a distance of 99.53 feet to a point on the arc of a circular curve, concave to the North, having a radius of 300.00 feet and a central angle of 18° 14'05"; a radial line bears from said point North 009 T36" East; Thence, Westerly along the arc of said curve, an arc distance of 95.48 feet; Thence, South 1891'41" West, a distance of 110.00 feet, radially, to the point of curvature of a circular curve, concave to the North, having a radius of 410.00 feet and a central angle of 47° 18'47"; Thence, Northwesterly along the arc of said curve, an arc distance of338.57 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°50'28" East; Thence, Northerly along the are 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 1101 1 T57"; a radial line bears from said point North 50°27'41" East; Thence, Northerly and Easterly along the arc of said curve, an arc distance 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' 10"; a radial line bears from said point South 46° 10'35" East; Thence, Northeasterly along the are of said curve, an are distance of 65.89 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 line bears from said point South 71021'54" East; Thence, Easterly, Southerly and Westerly along the arc of said curve, an arc distance of 569.26 feet; Thence, South 55°40'51" 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 feet and a central angle of 52°05'35"; Thence, Southeasterly along the arc of said curve, an arc distance of 127.29 feet; Thence, South 13°44'53" West, a distance of 110.00 feet, radially, to the paint 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, Easterly 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 of a circular curve, concave to the South, having a radius of 225.00 feet and a central angle of 22°06'41 "; Thence, Easterly along the arc of said curve, an arc distance of 86.33 feet to the point of tangency; Thence, South 87°27'29" East, a distance of 8.11 feet; Thence, North 02°32'31" East, a distance of 20.00 feet; Thence, South 87°27'29" East, a distance of 429.82 feet to the Point of Beginning. 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. Together With. Pod D: A parcel of land lying in Section 4, Township 49 South, Range 41 East, being a portion of Tract " W', Land Sec. 4 Golf'Course Plat, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows: (Continued on Sheet 13 of 16) • s LBO 7532 MAR63,Dj Surveying and�ppInc,,PHONE:954-675- 44 k EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION ISheet 14 of 16 (Continued from Sheet 13 of 16) Thence, Southeasterly along the arc of said curve, an are distance of 39.27 feet; Thence, South 00°26'25" West, a distance of 84.00 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 34018'35"; Thence, Southwesterly along the are of said curve, an arc distance of 119.76 feet; Thence, South 34°45'00" West, a distance of 52.99 feet; Thence, North 63126' 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 50059'48"; Thence, Westerly along the arc of said curve, an are distance of 442.36 feet; Thence, South 65°33'59" West, a distance of 31.99 feet; Thence, North 90°00'00" 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°46'59"; a radial line 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 of 435.00 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. Together With: Pod F. 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 21 000'00" East, along said Easterly line, a distance of 325.00 feet to the point of curvature of a circular curve, concave to the West, having a radius of 1165.00 feet and a central angle of 22°50'33"; Thence, Northerly along the arc of said curve, and the Easterly line of NW 80th Avenue, an arc distance of464.57 feet; Thence, radially to aforementioned curve, North 88°09'07" East, a distance of 56.84 feet to a point 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 89107'57" 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 20141' 1 I "; a radial line bears from said point North 69°40'01" West; (Continued on Sheet 15 of 16) • is �1f LB# 7682 D G Surveyin and in Ins. 6T50 E. 9TH COURT g ,a pp g} MAPHONE 9540-675 724463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION Sheet 15 of 16 (Continued from Sheet 14 of 16) 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 21 100'00" 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 741108'02" 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 96000,00"; Thence, Westerly and Northerly along the arc of said curve, an arc distance of 39.27 feet to the Point of Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 148,640 square feet (3.41 acres) more or less. Together With: A portion of Tract "A", Land Sec. 4 Golf Course Plat, as recorded in Plat Book 88, Page 20, of the P1 Records of Broward County, Florida, and a portion of Fort Lauderdale Truck Farms 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 corner 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 00126'25" 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 arc 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 point on the East line of NW 88th Avenue, as recorded in Official Records Book 4747, Page 183, of the Public Records of Broward County, Florida; Thence, North 00° 10'05" West, along said West line of Tract "A" and the East line of NW 88th Avenue, a distance of 709.26 feet; Thence, North 45108' l0" 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. (Continued on Sheet 16 of 16) J 0 LOW T0?JZ D G Serve in and Ida in Inc, 6750 E, FLORIDA 9TH CgURT y pp g' MA HONE: 954-675 724463 EMAIL: ADMINQDJOSURVEY.COM LEGAL DESCRIPTION I Sheet 16 of 16 (Continued from Sheet 15 of 16) Together with. - East 3 acres of School Tract A parcel of land being a portion of Tract "C", Land Sec. 4 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 Northeast corner of said Tract "C" and a point on the South line of Southgate Boulevard; Thence, South 00° 12' 16" East, along said East line, a distance of 1,323.97 feet to the North line of NW 82nd Street; Thence, South 89°47'44" West, along said North line, a distance of 106.35 feet; Thence, North 00°I2'16" 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 00°12'16" West, a distance of 130.31 feet to the South line of Southgate Boulevard and the North line of said Tract "C"; Thence, South 89°33'35" East, along said line, a distance of 73.75 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 130,848 square feet (3.00 acres) more or less. EXHIBIT "C" TO • CONSOLIDATED, AMENDED AND RESTATED COVENANT NEW GOLF COURSE • .7 No Text 0 • N n - LBO i ip D G Sulveyingand Man in InC, 6 GA E, 9TH COURT� MARGATE, FLORIDA 33063 pp g), = PHONE:954-675-7244 EMAIL: ADMINQDJGSURVEY.COM $beet `3 IOofS7`; Sheet 18 of 57 :' heft ] 1 <of 7 Sheet S et 2� 0€ 57 2 of S7 • ti33 of 57 34 RVEYOR'S KEY SHEET Sheet 2 of 57 Ecet ; of57£ "" hcet Shee --�� 22 f 57 4 of 5 rn Sheet Sheet 25 of 57, 2�6 of 57 Sheet j 32 of ,heet .f571 f57 V , Sheet beet , 37 of 57 of 57\ Iheet i of 57 "Sheet 41of57 1. BEARING REFERENCE: The Bearings 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 corners were set in the field related to this sketch. 3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida. • • • DJG Surveying and MappingJnc, Rw25,OW i »34.54' Southgate Blvd. .. U�90°3690" P.0,10.B. INO0'IPOS"W cun°nv.:.a 6.33' RT6n.wI` lrI13,10' D^l0a°Qfi`IXt' 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Plat Limit Qi � U (lljT 451 () At31) Kai Limits FAA R/W Liar 1....� Woodmont Tract 47 P.B. 108, Pg. 2, B.C.R. Not Included a 106 110,7 LI36,14`-136,,W LM6°00'0o' Match line Sheet 11 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) • • g1i L8# 76102 6750 NW 9TH COURT DJG Surveying and Mapping, Inc, MARHONE 95Q-fi i5- 263 EMAIL: ADMEN@DJGSURVEY.COM S www.djgsurvey.com sheet a of ST Southgate Blvd, Section 33 —�' Twvn"�i "tdae SecOon 4 � Topvsltip 48 SoutL 7owaship 49 Sovth P Fort Lauderdale Truck Farms Subdivision P.H. 4, Pg. 31, B,C.R. M' � v - S69 i � JS77 E S89.337 " • � 3j9S3• R-250.00' ip ®. L�335.09' 1! D-72°1251" g ,� [( U Tract "A" Land sue. a Golf course Plat P,B, 89, Pg, 20, B.C.R Woodmont Tract 47 P.B. 108, P& 2, B,C;R. Not included 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 12 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • 1�1 C7 h D G Surveyingind Main Inc, Mapping, gi S LB# 7682 MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY,COM www.djgsurvey.com Sheet 5 of 77 l Southgate Blvd: g S89'33'35"P 1194,57 tI j B o .y �d w a? LM282.74' " O.R.B, 6450, Pg. 688, B.C.R. bi rsacro+roo• _ �tiO et z 4o0.0U Not Included a Woodmont Tract 48 f P.B, 115, Pg. 23, B.C.R. {N R+100 MY g L<146 9T - .� *V O"28'03'33" ' East Line -• Tiact "A* P.O.B. ry NW Comer. Ttaa "D" Plat limit Tact "A" ij F.L.T.P. 4. ��, ry B �. 88, P 2tl g�tj - [[ ('�1) [ a � Si �W Plat RQU L_,Agl N78'53'151w ,, E' R"5 3y'}ti' ,:...�� Tract "p" sand Sec. 4 Golf Course Plat P-Moo' R-390.0dr ,... P.H.98,.Pg, 20,B.C.R. L"19.01' V-3118'02" O !!! RadBear. N07'4643"R _Aad.Bwr. N01°47'S8'W ,... 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 Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • • DJG Surveying,and Mapping, Inc. MA HGONE: 54-RI�A24463 EMAIL: ADMINCDJGSURVEY.COM www.djgsurvey.com Sheet B a Southgate Blvd. R-25.00' w Ir392T L«39.2T lul Line PB.99, Pg. 20) 9�4'7'9 R«25.W L-34.86' / R=730.00' iY79°53'45' L-46.14' D-3'3TI7" t a° S00°2675'W 3139' Canal Rx 260.00' 1 L«32.W' R-200.W D-10303" '' L-94.92' D-27'I I'35^ � ['r R-280.0 tt L-93.57 D-traa'ot^ � Not Included N N Woodmont Tract 48 A P.B. I IS, Pg. 23, B.C.R. g y N87.00'00^R 790-W 'F.LT.F. - F.L.T.F. (4731) (01) 'r=01)° ' Land Sec. 4 Golf Course Plat P,e. 89, Pg. 20, R.C,R R�100.00 Sat °� U144,9w D-s3•an2^ Match line Sheet 14 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records F.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 :7 • • - - - ---------- - LOS 768 `g Df G Surveying and Mapping, Inc, 6750 NW 9TH COURT MARGATE, FLORIDA 33083 z PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM S www.djgsurvey.com Sheet T of 57 1 I Southgate Blvd, Line s"th2w DW4, $89-3TWE I775.4O R-585M ! - L-182.25' j ' D-16°28'53" �`"` Townahtp 49 South i owm �p 49 swt7i- R 7001W Fort Lauderdale Truck Farms Subdivision Ir504,90°. - P,B. 4, Pg. 31, H.C.R. iM 1* 1736* R-2800V L-195.I3' D 13•OVW �p 1 00 y 2 N Woodmoat Tract 50 10 G:] P.B. 109, Pg.48, B,C.R. r/3 R-400.O L-298 30 Not Included _ D-4r43'43" (( R+540.00' EEE L-422,34' 0 D-44"48`43" Fort Lauderdale Truck Ftutnss Subdivision P;B,4, Pg, 31, B-C.RR F atc M eet �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 0 • • x LB# 7582 DJG SurvYn and Mappin Jnc. MA gD3 63 ig HONE: 2 EMAIL: ADMIN@DJGSURVEY.COM S www.djgsurvey.com Sheet S ai 57 1 1 P: E}8. t1 Southgate Blvd NE Coma, i ? Land Sec, 4 Golf Course Plat P.W 8s. Pg. 20, B.C.R. Line s-doa 33 Srcdon 4 .� Tma "c" t ' T S87.2823`W 333.00' RM13 00' j ON LMtt1.83' ti y DM90°OD'0�` � N N t, W V RI L�-lt7�8I' D«90"00'00' 333.00' 5� N87g2623'�E, r_ b j xMIW.00' t;. - 63' !i - - t3.102.20'46' -0- Match line Shee 16 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page '■ 0 • 6750 NW 9TH COURT DJG Surveying and Mapping, IACA MA GATEONE, FLORIDA ORID 33 63 44 EMAIL: ADMIN@DJGSURVEY.COM 5outhgatc Blvd. Tamarac Lanes P.B. 85. Pg. 31, B.C,R r 1.`m 00 W rnI�IA ^I U " �a 5 C„ Itichway at Tamarac oIa P.B. 112, Pg. 13, B,C,R (d 8 Match line Sheet 17 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) • D G Serve in and Mapping, Inc. 6750 E, 9TN COURT MARGATE, FLORIDA 33063 9 L r gi: PHONE: 954-675-7244 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 1pA Jl.r P.O.Br NE Corsi. Tmct^}i 3 5 Match line Sheet 19 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) Sheet 10 of 57] • .7 2f Inc,8 682 DJG Surveying and Mapping,.,IncMARGA E: FLORIDAFLO IDOA 3 63 PHO75-7244 EMAIL: ADMIN@DJGSURVEY.COM S www.djgsurvey.coan Fsheet 11 of ST Match line Sheet 3 1-235.35' D-12°48'21" Plat limit F.L.TF, IpbJ� Tract "Aa Ftet Limp L-44.38' D-;1&10'28^.. R-1270.00' . Lw432.2'Y ' 208.15' -- —, D-1913W09" $off ja �'a�eq :. q N.W. 81st street i1 O.R.R. 6450, PS. 888, R.C.R. ll4. Woodmont Tract 57 FA 107, Pg. 25. B.C.R G7 'N-r t� Wootlmont Tract 57 P;B 107, Pg, 25, B,C.R � � III cd S 77�P.O. R. '0b•g Tmct "G" � 200,00, W b9`• y► sb�,rs Y " 2 } Tract J6p8p' Land Sec, 4 Golf Coarse Plat roggy P.B. 88. Pg.20, B.C.R �> Match line Sheet 20 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page 0 • 0 750 NW 9TH COURT DJG Surveying and Mapping' Inc, MA HO E 9. RIDA244 63 EMAIL: ADMIN@DJGSURVEY;COM www.djgsurvey.com Sheet 12 of W Match line Sheet 4 Woodmont Tract 47 PSW 108, Pg. 2, BXX Not Included R-240. L-31.58' D-7°3Z'24" �k,"� Rxdnay. S68139'54`E S131001, Tract N7a�Z�J� L Ibt;94 R139S 0�92°4TY31 L-24$.95' n��4ao' -._.. ;Quua 'sivcam�. u�7s�lrzr' 6r Tmct,o" �9s z622a r N.W. g I st street ,•-i O.AB. b450, Pg. 688, 9.1 Rx en Ca � Canal ORB, 6450, Pg, 688, R.C.P- Not included g Match line Sheet 21 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 = Are Length D = Delta (Central Angle) • x PJG Surveying and Mapping, Inc, 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Sheet 13 of S7� Match line Sheet 5 FL.TF (4131) S�\452N7 *Nest Lies R-170.W . het .D" ---L-225.30' D»76°OV00" R"I80,00 L-245.9Y - - D-78°17121" Plat Limit, Tract "D" �m R•-p93A0' ni LM63.32' ,. D-19"DI'46" 208. N.W. 81 st street S83-1-Y rw O.RR. 6450, Pg: 699, B.C.R. t.t � N � � jj of Wootimont Tract 60 i gg P.B. 105, Pg, 27, B,C.1t. j Not included QR.$.6450 C aNct'i ded CR Match line Sheet 22 Legend P.O:B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • • � DJG Surveying and Mapping, -Inc. Match line Sheet 6 Woodmont Tract 49 P,B, 105, Pg, 37, B.C.R. Not Included 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Sheet 14 of 57 FLT,F, (4nt) S R-300.W Lw276.80 1Y52°32`37" M I 8 A Woodmont Tract 60 P.H. 105, Pg. 27, B.C.R Not Included I R450.00' ir449,77' D-34°21'35" 884,087SaR Match line Sheet 23 Legend P.O.B. = Point of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) 0 • 6750 NW 9TH COURT DJG Surveying and Mapping, Inc, MA GATEHONE, FLORIDA 33063 54-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgaurvey.com j3heet 15 of 57 R®2110.00' pj D41°00'00" S � r it jj t, N N � � Ir453,50` � /f11�22°I$t2" 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 7 RMxao.oa' L 249.35' D�Tt3°04Y00" IWt50.00' ..1w162.44' D-62°02'56" r1 a R-Z30.00 le"t74,62' -- Q 43.321 -I30.00' � N114.01' x43.32'56" 1p i DR 3 Cmncr,-- i9 on "E" jjjj j1 A Match line Sheet 24 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • • 4 D G Surve in and Ma in Inc �, g pp g� .. RG E, 9TH COURT MARGATFLORIDA 33063 PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY,COM www.djgsurvey.com Sheet 16 of 57! Match line Sheet 8 R�1000.00' tt619.59' D�35°30'00" Woodmont Tract 51 P.H. 92, Pg. 32, B,CIL Not Included .SE Comer, Wooclmmt'Ract 51 Sag° rat"W. ztlo:ar N.W. 82ad Street O.RB, 6450, Pg. 688, H,CR Sg9`4r44"W 110'w -P.O.H, g NE Cotner, 1[ 'tact^F^ C/2 w .4 Woodmoat Tract 53 .1a P.B. 93. Pg. 11, B.C.R. Not Included ( A*15tl tl0' i � LnS261' D-20" 05'a9' N Canal M O D V O.R.B. 6450, Pg. 698, H.C.R 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 25 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • L_J Dj Surveying and Mapping, Inc, Match line Sheet 9 N. W. Dina NICE O.R.B. 6450, Pg. 688, B.C.R. W C/] '8 Fort Lauderdale Truck Farms Subdivision P.B. 4, Pg. 3I, B.C.R. . Match line Sheet Legend P.O.B. = Point of Beginning P.O.G. = Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 17 of 57 M B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) PJGSurveyiog nand Ma in InC, ,v pp gj S LBO 7682 675E, 9TH COURT FLORIDA 33063 MARGATPHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 18 of 57� j� 1 i a� x � ao A' U 'Zo P j Match line Sheet 27 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • DJG Surveying and Mapping, Inc. MARGAT HONEWg54 6COURT 7g- FLORIDA63 EMAIL: ADMINQa DJGSURVEY.COM www.djgsurvey.com Sheet 19 of i I i Match line Sheet 10 s T,acc^x« Land Sec. 4 Golf Course Plat y P,B, 88, Pg: 20, B.C.R woodmont Tract 58 P.B. 104, Pg. 10, B.C.R. H , � q O a.. N R 1 W.OU L ' D-WW0of N99• w 8.94' R•2W OD` Tac Lr246T D=70.29'S' t'H" DR-=91080•W.00W' ` W Canal O.R.B. 6450, Pg. 688, B.C.R. Not Included N90°WW'E 330,71' n Woodmont Tract 62 P,B. 107, Pg. 35, B.G,R: 2 Not Included Match line Sheet 28 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) • is DJG Surveying and Mapping, Inc, Match li Woodmont Tract 57 P.B. 107, Pg.25, B.C,R O� N .c7 V] 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 . Sheet l l Match line Sheet 29 6750 NW 9TH COURT MARGATE. FLORIDA 33063 PHONE: 95"75-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com B.C.R. = Broward County Records R = Radius L = Are Length D = Delta (Central Angle) Sheet 20 of 57 • • • 6750 NW 9TH COURT DJG Surveying and Mapping, Inc, MA HONE: 9 FLORIDA 7244 63 EMAIL: ADMINO)DJGSURVEY.COM Tract"G" Land See. 4 Golf Course Plat P.O.88, Pg.20, H.C.R. Syry � 6R 0 N C? 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 12 18heet 21 of 571 woodmont Tract S9 P.B. 114, Pg 17, B,C,R. Not included t N 46 Tract IV Land See. 4 Golf Course Plat 3 P.W 88, Pg. 20, B.C.R. ray �t11� h� S0 83313M P S19°18155"2 50.93' j9 3R0"02�0,E 16g,9 Match line Sheet 30 B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • DJG Surveying and tMapping,'inc, Woodmont Tract 59 P.B_ 114, ft 17, B.C,R Not Included j 6Nq A9 Cq N E� Lake O.RB, 6350, Pg. 688, B.C.R. Not Included ttn 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 Sheet 13 Match line Sheet 31 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com B.C.R. = Broward County Records R = Radius L = Are Length D = Delta (Central Angle) 22 of 57 • • N .................................... DRSurveyinganUpping, Inc, 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJOSURVEY.COM www.djgsurvey.com Sheet 23 of 57 1r359.97' N L)=37°30Y14" Woodmont Tract 65 P.H. 91, Pg. 50, B.C.B. V Not Included g r� `lp i} �i -- r/-W D5 50O'Op" A 930 R 93fM Xt"07 )3'ON° rL.®137.3'35" 11 - tx144.72' j] Ir37.71' —•• Legend P.O.B. = Point of Beginning P.O.C. = Paint 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) 0 • 6750 NW 9TH COURT .Dj Surveying and Mapping, Inc, MAPHONE: g RI AZ44 83 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Match line Sheet 15 sheet 24 of mavuvu:r N Woodtnont Tract 54 P.B. t 11, Pg, 11, B;C'w Z 1085 00' - ' L-42153' tM2°15'35" %r �r U aA 4� xi 0 N .t� Woodmont Tract 74 & 75 P.B.108, Pg, 39, B,C.R Not Included ��0 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 ry R. 20U.06' P n®97100100" E" Land 4 Gol Sec. 4 Golf Course Plat f r P.B. 88, Pg 20, B,C P- W) Cd L-25a,o1r trzs3,ar b'"65'03'28" Y� r `9 ny h aZr� B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) C, • Df G Surveying,and Mapping, Inc. M p QNEW954-675- 263 EMAIL: ADMIN@DJGSURVEY.COM www.djgsutvey.com j Match line Sheet 16 R Not included R�120.00' J-203,04 S6T"00'00^E :4 N .ci td ^1 38.43' The Pines at Woodmont Condominium 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 Sheet 25 of 57 ti �Nyy W 4 M T eo y 33ggugt N6 SQ,Bz�„w s�64 r3�"W 4 3 N3.3431'31'-W Nsrzy2rw 34h5" N set*aria"g N JA7,9g QJ B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) rq N • 11 I DjOurveying and Mapping, Inc, Match line. Sheet 1 Tract "F" 86s��3j� Vi N 4 N 0 14AS•28'41"W H 101.30' tu NS 95.97' W 1 pz.OS' y e o; Not Included Canal � [t,R-8. 6430, Fg. 6AA, B,C.IL S81X31' -. 5AI403'34^8 �6. j 4 SA4°47'44"W 40t1,00' 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 6750 NW 9TH COURT MARGATE. FLORIDA 33063 PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 26 of 57 IN all B.C.R. = Broward County Records R = Radius L = Arc Length D = Delta (Central Angle) • • • KEE D G Surve ing and Ma in Inc. fi750 NW 9TH COURT MARGATE. FLORIDA 33063 Y- Q pp �i PHONE:954-675-7244 EMAIL: ADMIN@DJG5URVEY.COM www,djgsurvey.com Match line Sheet 18 sheet 2�► of s7 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 Woodmont Tract 61 P.B. 96, Pg. 42, B.C,R, d�'e asp' R�1zs,on L-70,84' D-32"28VS" Ng8+58'03" 00 N R-2000.00' L-433.43' D-12-2i'00" � I Match line 28 MSheet t'r1 N B.C.R. = Broward County Records R = Radius L = Are Length D = Delta (Central Angle) • :7 D G Surve in aid Ma In In1+i 675D NW 9TH COURT � MARGATE, FLORIDA 33063 1 Y r� gi PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM Sheet 28 of-5--71 i Match line Sheet 19 /E-�-27�4723' h Woodmont Tract 62 [ P.B. 107, Pg. 35, MCA - Not Included R-120.00' /-L-237,71' 176I13°30'fl0' P.QH Tract "I" M 90°a6'00' E 160.30 Tmet "1" Land See, 4 Go If Course Plat PX, 88, Pg. 20, B.C.R b Ni n ry O� a� Y tr374, 05 ii v-taraaal' �,g3as 88 IP Woodmont Tract 67 P.B. 118. Pg. 22, B.C.R. Woodmont Tract 67-A t P.H. 92, Pg, I.B.C.I Notladu&d Canal O.K.H. 6450. Pa. 688, RUL 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) • :7 • �N L81# 7682 6750 NW SITH COURT DJG Surveying and Mapping, Inc. MA HONE: gFRIDA LSO-675-724483 EMAIL: ADMIN@DJGSURVEY.COM vwvw.djgsurvey.com Q.R.B, 6450�Pagl. 688, n.C.Rp N 46 Match "30'p0®4 de° R-75.W Ls107,99' n.A241nil^ 18heet 29 of 571 Sheet 20 Woodtnont Tract 63 P,B. 92, Pg: 46, B.C.R Not Included j Q Crl - 11«320,00' -Ir26808' iOW Tmct Ir th48 j Land Sec. 4 Golf Course Plat j P.B. 88, Pg, 20, B.C.R R.-74o.00° f-� -L-620.45' V-1-0222^ w,a g PAS,, a t Woodmont Tract 67-A P.B.92.Pg. 1.B.C.R &� Not Included Match line Sheet 34 Legend P.O.B. = Point of Beginning P.O.G. = 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) • • .x LOS 765Z 6750 NW 9TH COURT ' DjG Surveying and Mapping, Inc, MARHONEE FLORIDA 5406 �A24 3 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 30 of 57 Match line Sheet 21 ,s s 41 ell Rz460AU` f R�680.00' j L-497.97 Tract +.K" L+121,91' Land Sec. 4 Golf Course Plat n"384920" P.B_ 88, Pg, 20, BXX L-133.0T ' L�*173.84' D-l3°1T03" Match line Shee05 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 D G Surve in and Ma lIl InC4 6750 NW 9TH COURT MARGATE, FLORIDA 33063 Y � �' PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM • www.djgsurvey.com • r� Match line Sheet 22 �v.. xrl•sz'ae•� 51 s 11ar Tract "K Land sec. 4 Golf course Plat P.B. 88, Yg, 20, B.C<k. 3'b09 Irl13;eT D-10r4fl r a-aoa.arr L-20S.Is, O M Tract "K* N ++ M Woodmont Tract 64 P.H. 95, Pg 40. B:C.R , CI av+ Not Included w c+ C ii L+* 145J4' ThWt _ ft6'Srt' Match line Sheet 36 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) • • • N LIW 7682 6750 NW 9TH COURT DjG Surve 1 ng and Mapping, Inc. MA HONE: 9 FLORIDA ORI A244 3 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 32 of 57 Match line Sheet 23 -� w ont/" { Jltecz ` n le t 2" - a+ ~(g(4 a ntrP u M7 C O CO X P'�w• C p4m ✓f �5$ O 111 I Ra1950.90' ' €rd95.75 n-e•atxa" Match line Sheet 37 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 :7 :7 • ........... LISS 7682 6750 NW 9TH COURT `E DJG Streying and Mapping, Inc. MA H NT. 546 DA233 63 EMAIL: ADMIN@DJGSURVEY.COM S www.djgsurvey.00m Sheet 33 of S7 Match line Sheet 28Canal _ k,R.B. 6450, Pg. 698, B.C.R. Not included Woodmont Tract 67 F.B.I18.Pg. 22.B.C,R. Not included en 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 Angie) Pg. = Page • • CV D G Surge in and Ma Din ���� 6750 E, 9TH COURT MARGATE, FLORIDA 33063 Y g pp g, PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM IS www.djgsurvey.com Sheet 34 of 57 Match line Sheet 29 [ OJLB Land Sec. 4 Golf Course Plat f' ' P.B. 88. Pg. 20. B.C.Rtn M M w 41 N s M E00 aw300.00 4d Li 11 L-•153.22' -, SB6^2667 D-2v 548' so* Match Match line Sheet 38 Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page :7 :7 LB# 768 D G Surve in and Mapping, Inca 6750 NW 9TH COURT A MARGATE, FLORIDA 33063 Y F gj PHONE:96"75-7244 EMAIL. ADMIN®DJGSURVEY.COM www.djgsurvey.com Sheep 35 of 57 Match line Sheet 30 Rt L119.49' D�3'A41� S 86°24'5s, w Li S01 905OS+�.- - S66`3 'i5"W J d- M 4.1 N Woodmont Tract 69 P,13,.96, Pg, 4, B<C,R, .-a- Not Included gr N Woodtont Tract 69 P.B. 96, Pg 4, B.C.R. ' Tract .p Not Included 8 A Match line Sheet .��. R 1950.OffJ tr-i4000' D^2`56:16" Tract "01 a - RPo3SD.90' L�233.180' 1 M W C/a N Tract•p^ Land Sec. 4 Golf Course Plat P.B. 88, Pg 26, B.C.R. FOR 6 S Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R. = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page f�J • :7 L # 7682 " 6750 NW 9TH COURT DJG Surveying and Mapping,.: Inc, MAPHONE: 54-675 FLORIDA� 63 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Shost 36 of S7 Match line Sheet 31 - 187110& L 283 60' D-9'41'2r - - 8"wtk5 5 6�G� ;,i Q. Rt000,00' L1317,18' { I Lt Land Sec. 4 Golf Course Plat P.B. 88, Pg 20, B.C.R. Tract `L:' R-5WA0' . L.-315.51` 8 (( DW32`32'OS" N M ,., Woodmont Tract 70 s9 � P.D. I06, Pg. 39, B.C.R R-400,00 Not Included D-49°2620- Laud R-480.00' ,. Lr346.3t 13M41`20'45" Woodinont Tract 70 I[ P.B. 106, Pg, 39, B,C,P, Not Included L'-217.9T... t 13�69122' V tt canal 4 TT.6 O.R.B. 6450, Pg. 698, H.C.R. Not Included ..72.. .. 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 r� 10 R-190.00° Lr217.9T D-69'22 V1 DJc Surveying and Mapping, lU4r M 6750 NW 9TH COURT PHONE: 954-675 24463 EMAIL: ADMiNQDJGSURVEY.COM Sheet 36 of S7 Match line Sheet 31 `.: R-1870.0V L$183.60, D+8'01'22" �so5 gS���w ;. R-1oao.oa p.4 q Ir317.18' , '.0 Land Sec. 4 Golf Course Vat P.B, 88, P8. 20, B.C.R. Tract "L" Er7lSst` II M D-32°saos• M + , [ Woodmont Tract 70 P.B. 106, P& 39, D.C.R. x-aao o r Not included �g "262Vcfj rC�i CA r? t.: U V x-aso.oa Woodmont Tract 70 P.B. 106, Pg, 39, B,C,R. Not Included 1 Cenel d72.6 .,..,... O.R8. 6450, Pg. 688, H.C.x Not Included Match line Sheet 40 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) 10 :7 6750 NW 9TH COURT DJG Surveying and Mapping, Inc. M PHONE: 9 FLORIDA 2 33063 EMAIL: ADMiNQDJGSURVEY"COM Sheet 37 tof S7 Match line Sh et 32 [ H Not Included �D t`n V N ..Q rA (F.L.T.F.) Villas at woodmont Condo Not Included vV i ' R-aeo.oa -�-. tr29I ' ;i D-59*3534" i t i R-32000' ` L-211.81, S8235'34.r ' + ` 13<37'55'30" 37Z.ZQ R-1930. L-110.01, ' j Tract "L" 3*13,56, i + i . i i °y shr' 6.1T N86"19'36"W, 42' Opp 5,73.g15•S., 581•Z5'31"w y5,0t5a 11 10> . 108,2a _._... Q j N88° 5' 7'W ! 4�.d�w....n. 1 N86°43����pp''E Oi'� S89°53'5rE "Og09"E z ,_ ....,.,... ��«.,�. .....«..,. .....,.,..». .,..," ,.�,.,.... Match line Sheet 41 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) 0 :7 1 D G $4 in and Ma In 14c. 6750 NW 9TH COURT � MARGATE, FLORIDA 33063 g' -675-7244 EMAIL: ADMIN@D G URYEY.COM www.djgsurvey.com Sheet 38 of S7 1 Match line Sheet 34 I Canal 01R.B,6450,P& 688,B.C.R. g Not Included ly Tract "4" Land Sec. 4 Golf Course Plat P,B, gg, Pg, 20. B R en Tn B. TnN'Q" 8 iJi I Q) Cypress at Woodmont III P:B; 107, Pg, 4. B.C.R. I Not Included Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Are Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • 6750 NW 9TH COURT DRSurveying an& Mapping, Jncl MARGA E, FLORIDA LORI DA33 63 5-7244 EMAIL: ADMIN@DJGSURVEY.COM Sheet 39 of 57 �n Match line Sheet 35 Ne , Canal ORB, 6450, Pg, 688. Et.CK N86'25'33'E Not Included R M TTW W N Land Sec. 4 Golf Course Piat P.D. 88, P8. 20, WCA. - cad 7 r� ,e P.O.B. N89.OP5o'W 255,00, 7net "N" 1 # i W McNab Road 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 • .7 DJG-Surveying and MapQngInc, 6750 NW 9TH COURT MARGATE, FLORIDA 33063 PHONE: 95"75-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurrey.com 13hoot 40 of 571 Match line Sheet 36 I 473.65 I I R-180.00' I L 250.7T I D-79'4920" IWoodmont Tract 71 P.B. 105, Pg. 14, RC,R 1!4 I, ' Not Included m N L-358.85' ",. ([ � D-34'06=23• ` I I I I I s M Woodmont Tract 71 I 4� N P<B, I03, Pg 14, S.GR d' Not Included N $ •rw ") 1 N Land Sec. 4 Golf Course Plat PX. 88, Pg. 20, WC.R L-351.58' I D-26°51'31- I I Woodmont Tract 72-AI PA It 5, Pg, 22, BZ.R y, R-220.00' -- R-25.W L-I88.98' L-42.03' D-V 15'39" ID-96119139'.1 I - ' . 389-0113WE 39636, i eann8 I N89+01'50"W P'0A Tnett W I W McNab Road 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) • DJ Su6750 NW 9TH COURT rveying and Mapping, Inc. MARGAPHONE: FLORIDA 33 63 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com 13heet 41 of S7 Match line Sheet 37 - 101.bS �nguT Ttad "L" Land Sec. 4 Golf Course Plat ' P.B, 88, Pg, 20, H.C.R. 64d3 R-280,00''. L0000,9 Rz80.00` D-200 8620'` L «230, 5'' SS�ky Twtt"L Y Tract'L" R-300.00' r L-400.38' r n 1,p Woodmont tract 72-B P.B. 105, Pg, 18, B,CJL .A-238.39'- f�' - L-227,30' ..i DN4035'12 yh R-338,59' NLP336,28' R-10000' D-56.54'2r - � %»15010' l:S R-100,00 Lr+30,22' I V,' D+ZV46'1*r ' � Dx3S•24'01" 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 = Are Length D = Delta (Central Angle) 1� u 0 :7 LS# i DJG Surveying and Mapping, Inc. 6750 E COURT 63 EMAIL: ADMINQDJGSURVErCOM Tract "C" Land Section 4 Sheet 42 of 57 Golf Course Plot Tract 4 ro (Plat Book 88, Page 20, B.C.R.) Fort Lauderdale Truck R- 150.00' L w 606.551---1 D - 231°41'02" Tract "D" LandSection 4 Golf Course Plat (Plat Book 88, Page 20, B.C.R) R = 535,00' L 625.80'— D - 67"01'12" Farms Subdivision (Plat Book 4, Fage 31, B.C.R) R = 150.00' �■ L`� 606.55' D � 231°41'02" 16, N 44046'29" E 10.07' R 265.00' L = 385.93' D = 83°26'3 412,380 Sq. Ft. (9.47 Acres) !M Tract "D" Land Section 4 Golf Course Plat (Plat Book 88, Page 20, B.C.R) 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 R�* 1395.00' L 68.95' D 02°49140" Tract "C" Land Section 4 Golf Course Plat (Plat Book 88, Page20,:B C k) Woodmont Tract SI (Plat Book 92, Page 32, B;C.R) P.O.C. Eastemmost Southeast Comer Tract "D" Land Section 4 Golf Course Plat (P,B. 88, Pg, 20, B,C,R) ��,o, OaPb�• P.B.C.R. = Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District • • LB# 768 DJG Serve 'n and Mapp in Inc. 6750 NW 9TH COURT MARGATE, FLORIDA 33063 g� PHONE! 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM IS www.dlgsurvey.com Pod "B . Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg, 20, B.C.R.) N 80145'38" E R— 161.08' 99.53' L 44.71' D 15lk54116" N 70025'50" E 81.44' N 6545751" E 75,00' N 87'44'10" 19.37 R- 213.00') L 236.939 D 63°44'01" S 72°36'51" 23,61' Woodmont Tract 65 (P.B. 91, Pg. 50, B.C.R.) R 175.46" L= 64.26 D g 2095856" 130,810 Sq. Ft: (3.00 Acres) P.O.C. Southwest Comer Woodmont Tract 65 (P.B, 91, Pg.,50, B.C.R, R — 29.68' L-22.93' D:z44°15'40" R = 40,00' L - 56.78' D--81°19'41" o �P. a S 6900000" E �v 8.78' -> N 8r27'29" W 98,13' R = 300.00' / / R Y 100.09 L 102.89'— L = 34.78' Dt IV38'59" D-19055'40" R- 120,00, L 151.83'-) D 72°2945" Tract "K" Land Sec. 4 Golf Course Plat (P,B. 88, Pg. 20, B.C.R.) 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 P.B.C.R. = Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District 0 ............. LE Dj Surveying and Mapping, Inc, MA HONE: 954-67r7244 3 EMAIL: ADMINODJGSURVEY.0 Pod "C" Tract "K" Land Sec. 4 Golf Course Plat (P.B, 88, Pg. 20, H.C.R.) Tract"K" Land See. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) R� 350.00 L» 369°2G D� 2tT26'30" / R-15O.w L 285,39' D- I Ur 13'57" hest 44 of 57 �s WoodmontTract 65 ssr4m51- w (P.B. 91, Pg, 50, B,.R.) 93.D4' R-- 260,W L- 52A' M D- 11-2976' P.O.B. 302,916 Sq. Ft. �' s ea•zrz.9" 1a 8°11 Southeast Comer N70-25,50" H (695 ACIeS) 77.43' N D2"32I V E Woodmont ?`Pact SS 20.00 (P.B. 91, Pg. 50, B.C.R) R- 140.00' R- 250A0' L- 12719' L-- 145 39° R-29.681 D-3rO5'3Y D 33°19'03" L-22.93' R225.DD D� 44"1540" S 13�44'S3` W 110.00' L� 86.33' D<2206641" S 872779" E 429.82' R.410°00' tt--173,46' �L-64.26' R'" -4678'- L-338,5T D-2042'56^ �S70-25'50'W l D- 47"18'47" -'". D-81*iR 41 81,44' '36" N 69f:IM" W �: S 80"4 W R.,+300M 99,53' 8;79� S 18"31'4 VW L'+� 95,48' t0 110.00' D«46"14'05" O Tract 'W' y Land Sec. 4 Golf Course Plat (P,B. 88, Pg. 20, B.C.R.) r FLegendint of Beginning int of Commencement ...int of Termination P.B. = Plat Book Pg. = Page P.B.C.R. = Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District .7 • 6750 NW 9TH COURT DjG Surveying and Mapping, Inc. HONE:9�6 5- 244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 45 of S7� Tract "K" 160.00' S 740 9 Land Sec. 4 Galf Course Plat 88, Pg, 20, 119,2Z (P.B. MCA.) L = D- 111013'50" R- 150.00' L- 277,81' D m 106°07'02" z N 239,528 Sq. Ft. (5.50 Acres) Tract "K" Land Sec. 4 Golf Course Plat (PX,88, Pg. 20, B.C,R) R- 35.W L — 25.30' D — 41 °24'32" R - 45,00' L - 66,56' D im 841145'05" R- 10.01Y L 7,56' --,,, D 43°20'30" N WOWS I" --- 66,23' P.O.C. N ou Southwest comer Tract "K" (PA 88, Pg. 20. B.C,R ) 3 a'� ,h`b ��~ Tract "K" Land SeG 4 Golf Course Plot (P.B. 88, Pg. 20, B.C.R) / Legend P.O.B. = Point of Beginning c P.O. C. = Point of Commencement P.O-T. = Point of Termination w 3 P.B. = Plat Book Pg. = Page $ P.B.C.R. =Palm Beach z y County Records R-35.00' RRadius L - 25.30' D 41°24'35" L = Arc Length R-45.00' D Delta (Central Angle) L � 66,45' L.W.D.D. = Lake Worth D= 84436'15" Drainage District R- 10.00' L - 7.54' D - 43° 11'41" S 01000,511, 61.76 NW 75th Street COAX. 6450, Pg, 688, B.C,R) S 86039'55" W _!'� • • D Ourve in and MannIn InC� 6750 NW9TH COURT MARGATE, FLORIDA 33063 Y[ r gj PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM Pod "E" Sheet 46 of 57 R = 25.00' L = 39.27' — D = 90°00'00" P.O.B. I Easternmost Northwest Comer Tract "A" Land Secdon 4 Golf Course Plat (P.B. 88, Pg. 20, H.C.R.) -\ Legend P.O.B. = Paint of Beginning P.O.C. = Point of Commencement P.O.T. = Point of Termination P.B. = Plat Book Pg. = Page S 00026'25" W 84.00' R = 200.00' L=119.76 D = 34° 18'35" 9�e�4e I aU C m V o V a n w M 288,148 Sq. Ft. (P.61 Acres) , Tract 4 Fort Lauderdale Truck Farms Subdivision (Plat Book 4, Page 31, B.C,X) 7` --- S 34°45'00" W 52.99' "'`---N 63°26'13" W R = 497.00' 64,00' L = 442.36' D = 50e5948" Waodmont Tract 48 (Plat Book 115, Page 23, B.C.R) — S 65°33'59" W 31.99' —N 90e00'00" W 14.66' —N 63'15'21" W 149.45' N 89e33'35" W 300.00' • S 00*09'03" E 17.20' R = 150.W L = 365.95' D = 139°46'59" 89"33'35" W 26.48' P.B.C.R. = Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District • :7 SJk n LBO, J•% GYSurve in and =Ma in Inca 6750 NW 8TH COURT MARGATE, FLORIDA 33063 y.. g pp g, PHONE: 954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM Pod "F" P.O.B. Westernmost Southwest Comer Tract "E" Land Sea 4 ColjCourse Plat (P.B. 88, Pg. 20, B.C.R.) R = 25.00' L = 39.27'— D = 90°00'00" Sheet 47 of 577 Tract"E" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, D.C.R.) L=158.61' D = 201 °57'06" N 88° E R=175.00' 56,8484' N 89-orsW D = 17°45'40" ,o ° M S 66°54'25" E N$9°bal" 110.21' %tadiR R = 285.58' N81b530.w L=103.I1' R`dw D = 20°41'11" a, U � Q N v� `O P Aso Pg � 01 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 "E" Land Sec. 4 Golf Course Plat (P.B. 99, Pg. 20, B.C.R.) R = 150.00' L = 152.79' D = 58°21'23" P.B.C.R.= Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District • .7 • � i 1 7682 /� Surveppg..'and t���T��+6750 NW 9TH COURT 11� 11MlF 1 MARGATE, FLORIDA 33083 pp v� PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM Commercial P.O.B. Northernmost Northwest Comer Tract "A" Land Sec 4 Golf Course Plat / (P.B. 88, Pg. 20, B.C.R.) Southgate Boulevard N 45'08'10" E 35.54' 199,342 Square Feet 4.58 Acres U O � Y oTract "A" ry S 36048'16" W g Land Section 4 Golf Course Plat 41.57' rn (Plat Book 88, Page 20, B.C.R.) R=30.00' n 3 L = 19.36' D = 36°58'21" b R = 30.00' $ L = 27.77' z D = 53°01'39" S 89049'55" W n 68.00' 0 g y Tract "A" Land Section 4 Golf Course Plat (Plat Book 88, Page 20, B.C.R) / \\_R = 75.00' L = 117.81' D = 90°00'00" S 89049'55" W 28.00' 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 Fort Lauderdale Truck Farms Subdivision (Plat Book 4, Page 31, B.c.R.) P.B.C.R. = Palm Beach County Records R = Radius L = Are Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District • • D G 4rveyin and Ma in Inc. 6750 NW 9TH COURT MARGATE, FLORIDA 33063 .,...� pp :& - H PHONE:964-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Club House Pod 13heet 49 of Tract "K" Land Sec. 4 Golf Course Plat (P.B. 88, Pg. 20, B.C.R.) POD LAKE "C" Tract "K" Land Sec. 4 Golf Coutse Plat (P.B. 88, Pg. 20, B.C.R.) N 52'45'41" 95.76' 09'58'39" 256.57' Not Included Fort Laudedale Truck Frams (P.B. 04, Pg. 31, B.C.R.) N 11' 17'44" E 22004'10" E 315.711-, R = 1,950.00' L = 12.21' D = 00'21'32' -PAC.7 - Easternmost South Corner Tract "K" Land See. 4 GoV Course Plat (P.B. 88, Pg. 20, B.C.R.) Not Included Fort Laudedale Truck Frams (P.B. 04, Pg. 31, B.C.R) POD „F„ POD R = 120.00' "B" L = 151.83' R = 300.00' N 72-36-51" E D = 72'29'41" L=102.89' 23.61'7 D = 19'38'59'—, R= 100.00'— L = 34.78' D=19'55'40" Parcel "A" Woodmont Recreation Complex (P.B. 91, Pg. 49, B.C.R.) 489,437 Square Feet 11.24 Acres R=1,950.00'-, L = 283.54' D = 08'19'52" Not Included Fort Laudedale Truck Frams (P.B. 04, Pg. 31, B.C.R.) 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 T� S 87'2729" E 98.13' . a Not Included Fort Laudedale Truck Frams (P.B. 04, Pg. 31, B.C.R.) R = 25.00' L = 38.45' D = 88'06'50" P.B.C.R. = Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District 0 :7 9TH COURT DJG Surveying and Mapping, `Inc, M pHONE6750 w954 �S. FLORIDA 63 c EMAIL: ADMIN@DJGSURVEY.COM Scbool Tract S 8903335" E Southgate Blvd. 73.75' N 00012'16" W Fort Lauderdale Truck 130.31' Farms Subdivision N O1°44'13" E (P.a. 4, pg. 31, B.C.R) Section 33 194 Section Tract "C" Land Sec. 4 Golf Course Plat (PA 88, Pg. 20, H.C.R.) N 78°53'43" EA 26.49' P.O.B. 18hoot SO of 57 NE Corner, Tract "C" (P.B. 88, Pg, 20, B.C.R.) Tamarac Lanes (P.13SP31,H.CR) 33 34 4 3 Woodmont Tract 50 (P.B. 109, Pg. 48, B.C.R) d k+ o U to �> r � b � ppQ Q1 Tract "C" Land Sec. 4 Golf Course Plat (PA 88, Pg. 20, B.C.R) Richway At Tamarac (P,B, 112. Pg,13.B.C:R) F u� W s �o +o tV RV O O z Woodmont Tract 51 (P.B. 92, Pg. 32, MCA) NOTINCLUDED ,-----NW 82nd Street S 89°4744"W ' (ORB, 6450. Pg. 688, B.C.R) Fort Lauderdale Truck Woodmont Tract 53 Farms Subdivision (PA 95, P,. 11, B.C.R) (P.8. 4, Pg. 31, B.C.R.) 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 P.B.C.R. = Palm Beach County Records R = Radius L = Arc Length D = Delta (Central Angle) L.W.D.D. = Lake Worth Drainage District • is LOW MAHN9 ,DJG Surwylng and Mapping, Ia4 EMAIL: ADMINCDJGSURVEY.COM LEGAL DESCRIPTION Sheet 51 of 57 A portion of Tracts, A, B, and C. LAND SEC. 4 GOLF COURSE PLAT according to the plat thereof, as recorded in Plat Book 99, Page 20, of the Public Records of Broward County, Florida, and a portion of FORT LAUDERDALE TRUCK FARMS SUBDIVISION of Section 4, Township 49 South, Range 41 East, according to the plat thereof, as recorded in Plat Book 4, Page 31, of the Public Records of Broward County, Florida, described as follows: Commencing at the Northwest comer of Section 4, Township 49 South, Range 41 East; thence North 00110'05"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, 50618 feet; thence South 00109'03" 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*09103' 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 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 arc distance of 39.27 feet; thence tangent to said curve South 00"26'25" West, 84.00 feet; thence southerly along the arc ofa tangent curve, said curve being concave to the West having a radius of 200.00 feet, a delta of 34° 18'35", an am distance of 119.76 feet; thence tangent to said curve South 34"45'00" West, 75.55 feet to a point on the right-of-way line of that certain canal right-of-way recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida, said point also being a point on the are ofa non -tangent curve (radial line thm 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-af--way dine 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, 2 87.4 8 feet to a point on the arc of a non -tangent curve ( radial line thm said 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*30100" West, 160.87 feet; thence South 79"30'00" West, 478.61 feet; thence westerly along the arc ofa 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 of283.03 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*49155" West, 372.42 feet to a point of intersection with the West boundary of said Section 4; thence South 00"10'05" Esst, along said West boundary, 185.00 feet; thence South 84"10'05" East, 140.74 feet; thence easterly along the arc ofa 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 thin said point bears South 68"39'54" East); thence southwesterly along the are 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*47142" 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 9512613", 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 ofa tangent curve being concave to the North having a radius of 1395,00 feet, a delta of 0043143" an arc distance of 17.74 feet; thence tangent to said curve North 70102'03" West, along said northerly rigbt-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", an are distance of432.29 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 of25.00 feet, a delta of 102"10'28", an arc distance of44.58 feet to a point of reverse curvature,, said point also being on the East right-of»way line ofN.W. 88th Avenue, as recorded on 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"48121", an am distance of 235;35 feet; thence tangent to said curve North 00110'05" West, along said West boundary of Tract A, 969.69 feet; thence northeasterly along the arc ofa 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 01739,54 feet to a point on said South right-of-way line of Southgate Boulevard; thence South 89"3335" 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 Q 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"47'44" 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 ofa tangent curve, said curve being concave to the South having a radius of 680.00 feet, a delta of 42658", an arc distance of 52.81 feet to the Southeast comer of WOODMONT TRACT 51, according to the Plat thereof, as recorded in Plat Book 92, Page 32, of the Public Records o£Bmward County, Florida; thence North 04"39'14" West, along the easterly boundary of said WOODMONT TRACT 51, 361.86 feet; thence northwesterly along the boundary of said WOODMONT TRACT 51 and along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 100.00 feet, a delta of 102120'46", an are 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 ofa tangent curve, said curve being concave to the East having a radius of 200.00 feet, a delta cf 70"00'00", an am 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 ofcusp; • • DJc ong, and MgingJnca M PHONE, 9 LO-ERIDA26750 NW 9TH COURT 44 63 EMAIL.: ADMIN(MDJGSURVEY.COM LEGAL DESCRIPTION I$h"t 52 of 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 Wong said rigbt-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 62a02'56", an arc distance of 162.44 feet thence tangent to said curve North 14,00"00, West, along said right-of-way line, 169.36 feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve said curve being concave to the Southwest having a radius of 280.00 feet. a delta of 59100'00", an arc distance of 288.33 feet; thence tangent to said curve North 73*ono" 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 32100'00" West, along said right-of-way line, 650.00 feet; thence northwesterly along said right-of-way line and along the arc of a tangent curve, said curve being concave to the Southwest having a radius of 280.00 feet, a delta of 17006'01", an arc distance of 83.57 feet; thence North 34°45100" East, 73.55 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 7103'03", an arc distance of 32.00 feet to a point of reverse curvature; thence northeasterly slang the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 79°53145", an arc distance of 34.86 feet; thence tangent to said curve South 7212417" East, 3 1, 18 feet; thence southeasterly along the arc of a tangent curve being concave to the Northeast having a radius of 730.00 feet, a delta of 3°37'17", an arc distance of 46.14 feet; thence South 00126'25" 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°4343", an are distance of 298.30 feet to a point of reverse curvature; thence southeasterly along the are of a tangent curve, said curve being concave to the Northeast baying 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 87°2625" East, 535.00 feet; thence northeasterly along the are of a tangent curve, said curve being concave to the Northwest having a radius of 75.00 feet, a delta of 90°00'00", an arc distance of 117.81 feet; thence tangent to said curve North 02°33135'" 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 901100'00", an arc distance of 117.81 feet; thence tangent to said curve South 87°26'25" West, 335.00 feet; thence Northwesterly along the arc of a tangent curve, said curve being concave to the Northeast having a radius of 260.010 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 41719`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 18128 53% an arc distance of 182.25 feet; thence North 8402231" West, 79.51 feet; thence North 00126 25" East, 35.00 feet, thence northeasterly along the arc of a tangent curve, said curve being concave to the Southeast having a radius of 25.00 feet, a delta of 90°00'00", an arc distance of 39.27 feet to a point on the South right-of-way line of Southgate Boulevard; thence tangent to said curve South 89°3335" East,, along the said South rigbt-cf--way, 1775.00 feet to the POINT OF BEGI)INING. ALSO TOGETHER WITH A portion of Tmct 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 comer of said Tract D; thence North 14000!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°4T07", 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° 17'21 ", 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 01°4758" 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 123.80 feet; thence tangent to said curve North 70°00'00" East, 430,00 feet; thence North 87°00'00" East, 790.00 feet to a point on the aforesaid canal right of way; thence South 32°00'00" East, along said right-of-way line, 276.10 feet; thence southeasterly along said right-of-way fine 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 4l"00'00", an arc distance of 200.36 feet; thence tangent to said curve South 73°00'00" East, along said rigbt-ofway line, $0.00 feet; thence southeasterly along said right-of-way line and along the are of a tangent curve, said curve being concave to the Southwest having a radius of 200.00 feet, a delta of 59100'00", an arc distance of 205.95 feet; thence tangent to said curve South 14°00'00" East, along said right bf--way line, 169.36 feet; thence southeasterly along said right-of-way line and along the are of a tangent curve, said curve being concave to the Northeast having a radius of 230,00 feet, a delta of 62102'561, an arc distance of 249,08 feet to a point of reverse curvature; thence southeasterly along said right-of-way lime 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 are distance of 114.01 feet; thence tangent to said curve South 32130'00" East, along said right-of-way line, 50.00 feet to a point on the northerly right-of-way line ofN.W. 82nd Street, as recorded in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; thence South 49*31'56" West, along said right-of-way line 273,71 feet; thence southwesterly along the arc of a tangent curve, said curve being concave to the Northwest having a radius of 1395.00 feet, a delta of 14°28'04" an arc distance of 352.26 feet; thence tangent to said curve South 64°00'00" West, along said right-of-way line, 36.78 feet thence westerly along the 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 Book 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°18112", an arc distance of 453.50 feet to a point on the arc of a radially 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 276.88 feet; thence tangent to said curve North 14° 19141" West, 90.00 feet; thence North 241!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°04702", an arc distance of 144.98 feet; thence tangent to said curve South 72°49'52" West, 501.42 feet; thence South 69'1952" West, 3 62. 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 13 7, 18 feet to a point on said northerly right-of-way line of N.W. slat Street; thence South 93° 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 fat, a delta of 19°01146", an arc distance of 463.32 feet to the POINT OF BEGINNING. • • "H COURT L/JGSurveying and Mapping, Inct MA GA 954ORID 23 63 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION Sheet 53 of 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 61 "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 11453'53", 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. AND 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. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 285.00 acres, more or less. LESS THE FOLLOWING POD "A": 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 comer of said Tract "D", said point also being a point on the Northerly tine of NW 82nd Avenue as described in Official Records Book 6450, Page 688, of the Public Records of Broward County, Florida; Thence, South 4031'56" 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 ofNW 82ad Avenue, an arc distance of 68,85 feet; Thence, North 38040'03" West, a distance of 287.95 feet to the point of curvature of s 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 04331" 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 23 1 *4 1'02"; Thence, Northerly and Easterly along the arc of said curve, an arc distance of 606.55 feet; Thence, South 45613'31" East, a distance of 124.33 feet; Thence, North 44146'29" 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 231041'02", a radial lime 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 44°4649" West, a distance of 128.91 feet to the point of curvature of a circular curve, concave to the East, having a radius of265.00 feet and a central angle of 83*26132"; Thence, Southerly along the are of said curve, an arc distance of 385,93 feet; Thence, South 38040'03" 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. LESS THE FOLLOWING POD"B#5. 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, WOODMONT TRACT 63, according to the plat thereof, as recorded in Plat Book 9 t, 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 211100'00" 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"2945'; a radial line bears from said point North 21146146" West; Thence, Westerly along the arc of said curve, an arc distance of 15 L83 feet; Thence, North 8r27129" 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*55140"; Thence, Westerly along the arc of said curve, an arc distance of 34.78 feet to the point of tangency; r� • • 6750 NW 9TH COURT Ourveyin ;and Mapping, Inc, PHONE: 954 875-7244 83 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION Thence, South 72°36'51" 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 19*38'59"; Thence, Westerly along the arc of said curve, an arc distance of 102.89 feet to the point of tangency; Thence, North 87°44'10" West, a distance of 19.37 feet to the point of curvature of a circular curve, concave to the Northeast, having a radius of 213.00 feet and a central angle of 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 47"38'30" West; Thence, Northwesterly along the arc of said curve, an arc distance of 44.71 feet; Thence, North 80*45*38" East, a distance of 99.53 feet; Thence, North 70"25'50" East, a distance of 81.44 feet to the point of curvature of a circular curve, concave to the South, having a radius of 175.46 and a central angle of 20"58'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 44115'40'; 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 8 V 19'41 "; a radial Line bears from said point North 51100'36" 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,. LESS THE FOLLOWING POD C A parcel of land lying in Section 4, Township 49 South, Range 41 East, being a portion of Tract "W', LAND SEC. 4 GOLF COURSE PLAT, as recorded in Plat Book 88, Page 20, of the Public Records of Broward County, Florida, being more particularly described as follows: BEGINNING at the Southeast comer of WOODMONT 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 ofNW 80th Avenue; Thence, South 21 "00'00" West, along said Westerly line, a distance of 93.07 feet; Thence, North 69°00'00" West, a distance of 8.78 feet to a point an the arc of a circular curve, concave to the North, having a radius of 40.00 fact and a central angle of 81"19'41'; a radial line bears from said point North 30" 19'05" West; Thence, Westerly along the are of said curve, an arc distance of 56.78 feet to a point on the arc of a circular curve, concave to the South, having a radius of 29,68 feet and a central angle of 44°15'40". a radial line bears from said point South 46"48'1 I" West; Thence, Westerly along the are of said curve, an arc distance of 22.93 feet to the point of tangency; Thence, North 87"2729" West, a distance of 331.06 feet to a point on the are of a 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 "24'46" West; Thence, Westerly along the arc of said curve, an arc distance of 64.26 feet to the point of tangency; Thence, South 70°25'50" West, a distance of 81.44 feet; Thence, South 80"45'38" West, a distance of 99.53 feet to a point on the arc of a circular curve, concave to the North, having a radius of 300.00 feet and a central angle of I8"14'O3'; 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; Thence, South 18*31'41" West, a distance of 110.00 feet, radially, to the point of curvature of a circular curve, concave to the North, having a radius of 410.00 feet and a central angle of 47"18'47' Thence, Northwesterly along the arc of said curve, an arc 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 arc of a circular curve, concave to the East, having a radius of 260.00 feet and a central angle of 11"2926"; a radial line bears from said point North 65"50'28" East; Thence, Northerly along the arc of said curve, an arc distance of 52.14 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 110' 1357"; a radial line bears from said paint North 50*27141" East; Thence, Northerly and Easterly along the arc of said curve, an arc distance of 288.59 feet to a point on the are of a circular curve, concave to the East, having a radius of 260.00 feet and a central angle of 1491*10'; a radial line bears from said point South 46" 10'35" East; Thence, Northeasterly along the arc of said curve, an arc distance of 65.89 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 217"26'30"; a radial line bears from said point South 71"21154" East; Thence, Easterly, Southerly and Westerly along the are of said curve, an arc 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 feet and a central angle of 52"OY35'; Thence, Southeasterly along the arc of said curve, an arc 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, Easterly 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 of a circular curve, concave to the South, having a radius of 225.00 feet and a central angle of 22"06'41"; Thence, Easterly along the arc of said curve, an arc distance of 86.33 feet to the point of tangency; Thence, South 87"27'29" East, a distance of 8.11 feet; Thence, North 02"32131" East, a distance of 20.00 feet; Thence, South 87127'29" East, a distance of 429.82 feet to the POINT OF BEGINNING. 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. LESS THE FOLLOWING POD D; • • 6750 NW 9TH COURT DJG SwYeing and Mapping, Inc, Mp GATE, FLORIDA NE- 954 675 24463 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com LEGAL DESCRIPTION 18heet SS of 5 A parcel of land lying in Section 4, Township 49 South, Range 41 East, being a portion of Tract "K", LAND SEC. 4 GOLF COURSE PLAT, as recorded in Plat Book 89, Page 20, ofthe Public Records of Broward County, Florida, being more particularly described as follows; COMMENCE at the Southwest comer of said Tract "K", said point also being a point on the Northerly line of NW 75th Street as described in Official Records Book 6450, Page 688 of the Public Records of Broward County Florida; Thence, North 8613955 East, along said Northerly line, a distance of 23 L25 feet to the POINT OF BEGINNING; Thence, North 0 VOW5 V East, a distance of 66.23 feet to the point of curvature ofa circular curve, concave to the West, having a radius of 10.00 feet and a central angle of 43°20'30"; Tbence, Northerly along the arc of said curved an arc distance of?.56 feet to the point of reverse curvature ofa circular curve, concave to the East, having a radius of 45.00 feet and a central angle of 84"45'05"; Thence, Northerly along the are of said curve, an arc distance of 66.56 feet to the point of reverse curvature ofa 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 05"22'09* West, a distance of 418,51 feet to the point of curvature ofa circular curve, concave to the Southeast, having a radius of 160.00 feet and a central angle of I I V13'50' Thence, Northerly and Easterly along the arc of said curve, an arc distance of 310.61 feet to the point of tangency; Thence, South 74108' 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 31158'43" West, a distance of 600.38 feet; Thence, South O 1 °0051" West, a distance of 482.84 feet to the point of curvature ofa circular curve, concave to the East having a radius o1 35.00 feet and a central angle of41°24'35"; Thence, Southerly along the arc of said curve, an arc distance of 25.30 feet to the paint of reverse curvature ofa 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 are of said curve, an arc distance of 66.45 feet to the point of reverse curvature ofa circular curve, concave to the East, having a radius of 10.00 feet and a central angle of43"11'41"; Thence, Southerly along the arc of said curve, an arc distance of 7.54 feet to the point of tangency; Thence, South 01000'51" West, a distance of 61.76 feet to a point on the North line ofNW 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; LESS THE FOLLOWING POD E; 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 ofa canal, as recorded in Official Records Book 6450, Page 688, all of the Public Records of Bmward County, Florida, being more particularly described as follows: BEGINNING at the Easternmost Northwest comer of said Tract "A" and a point on the South tine of Southgate Boulevard; Thence, South 89,33135" East, along said South line, a distance of 1,184.52 feet to the point ofcurvature ofa circular curve, concave to the Southwest, having a radius of 25,00 feet and a central angle of 90"00'00"; Thence, Southeasterly along the arc of said curve, an arc distance of 39.27 feet; Thence, South 00026 25" West, a distance of 84.00 feet to the point of curvature ofa circular curve, concave to the West, having a radius of 200.00 feet and a central angle of 34"18'35"; Thence, Southwesterly along the arc of said curve, an arc distance of 119.76 feet; Thence, South 34145100" West, a distance of 52.99 feet; Thence, North 63626'13" 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"5948"; Thence, Westerly along the arc of said curve, an arc distance of442.36 feet; Thence, South 65"33'59" West, a distance of 31.99 feet; Thence, North 90100'00" West, a distance of 14.66 feet; Thence, North 63°1521" West, a distance of 149.45 feet; Thence, North 89133'35" West, a distance of 300.00 feet; Thence, South 00109103" East, a distance of 17.20 feet to a point on the arc ofa circular curve, concave to the West, having a radius of 150.00 feet and a central angle of 139"46'59'; a radial line bears from said point South 52058'45" West; Thence, Southerly and Westerly along the arc of said curve, an arc distance of 365.95 feet; Thence, North 89"33'35" West, it distance of 26.48 feet; Thence, North 00109'03" West, a distance of 435.00 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. LESS THE FOLLOWING POD F 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 comer 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 21100'00" East, along said Easterly line, a distance of 325.00 feet to the point of curvature ofa circular curve, concave to the West, having a radius of 1165.00 feet and a central angle of 22"50'33"; • .7 PJG$urve in and Man �n�, 6750 NW 9TH COURT MARGATE, FLORIDA 33063 Y g p� g,= PHONE:954-675-7244 EMAIL: ADMIN@DJGSURVEY.COM www.djgsurvey.com Sheet 56 of S7 LEGAL. DESCRIPTION Thence, Northerly along the arc of said curve, and the Easterly line of NW 80th Avenue, an arc distance of 464.57 feet; Thence, radially to aforementioned curve, North 88409'07' East, a distance of 56.84 feet to a point on the arc ofa circular curve, concave to the South, having a radius of 45.00 feet and a central angle of 201"57'06a; 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 apoint on the arc ofa circular curve, concave tr the West, having a radius of 175.00 feet and a central angle of 17145'40"; a radial line bears from said point North 89"07'57" West; Thence, Southerly along the arc of said curve, an arc distance of 54.25 feet; Thence, South 66°5425" East, a distance of 110.21 feet to a point on the arc ofa circuiarcutve, concave to the Northwest, having a radius 4 285'58 feet and a central angle of 20*41'11 "; 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 are ofa circular curve, concave to the West, having a radius of 1340.00 feet and a central angle of 1245'30'; a radial line bears from said point North 8P05'30" 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 ofa 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 15178 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 ofa circular curve, concave to the East, having a radius of 25.00 feet and a central angle of 90'0000' 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. LESS THE FOLLOWING COMMERCIAL POD 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 FARMS 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 8933'35" West, a distance of 349.17 feet; Thence, South OVIV05" East, a distance of 93.80 feet to the point of curvature ofa circular curve, concave to the West, having a radius of 30.00 feet and a central angle of 36"5621 "; Thence, Southwesterly along the arc ofsaid curve, an arc distance of 19.36 feet to the point oftangency; 'thence, South 36"48'16" West, a distance of41.57 feet to the point ofcurvature ofa circular curve, concave to the North, having a radius of 30.00 feet and a central angle of 53"Ol'39"; Thence, Southwesterly along the arc of said curve, an arc distance of 27.77 feet to the point of tangency; Thence, South 89149'55" West, a distance of 68.00 feet,- Thence, South 00" 10'OS" East, a distance of 274.10 feet to the point of curvature ofa circular curve, concave to the West, having a radius of 75.00 feet and a central angle of 90"00'00"j Thence,. Southwesterly along the are of said curve, an arc distance of 117.81 feet to the point of tangency; Thence, South 89049'55" West, a distance of 28,00 feet to a point on the West line of said Tract "A", and a point on the East line of NW 886 Avenue, as recorded in Official Records Book 4747, Page 183, of the Public Records of Broward County, Florida; 'thence, North 00010'05" 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, LESS THE FOLLOWING CLUB HOUSE POD 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, 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 "V, 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 are ofa 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' 18" East; Thence, Easterly along the are of said curve, an are distance of 12,21 feet to the Point of Beginning; Thence, North 22"O4' 10" East, a distance of 315.71 feet; Thence, North 1101T44" East, a distance of 349,63 feet; Thence, North 0905839" West, a distance of 256,57 feet; Thence, North 52"45'41" West, a distance of 95.76 feet; Thence, South 871144' 10" East, a distance of 337.92 feet to the point of curvature of a circular curve, concave to the North, having a radius o 300.00 feet and a central angle of 19"38'59"; Thence, Northeasterly along the arc of said curve, an arc distance of 102.89 feet to the point of tangency; Thence. North 72$36'5 V East, a distance of 23.61 feet to the point of curvature ofa 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 34,79 feet to the point of tangency; Thence, South 87"27 29" East, a distance of 98.13 feet to a point on the arc ofa circular curve« concave to the North, having a radius of 120.00 feet and a central angle of 72°2941 "; a radial line been from said point North 50°4259" 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; 6750 NW 9TH COURT D G ,Serve in and Ma in Inc+ MARGATE, FLORIDA 33063 1 Y g pp �i PHONE:954-675.7244 EMAIL: ADMINQDJGSURVEY.COM www.djgsurvey.com Sheet S7 of 87 LEGAL DESCRIPTION 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°4345'; 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 Stet, an arc distance of 283.54 feet to the Point of Beginning. Said lands Iying and being in the City of Tamarac, Broward County, Florida, and containing 489,437 square feet (11.24 acres) more or less. LESS THE FOLLOWING SCHOOL TRACT: A parcel of land being a portion of Tract "C", Land Sec. 4 Golf Course Plot, 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 corner of said Tract "C" and a point on the South line of Southgate Boulevard; Thence, South 00'12'16" East, along said East line, a distance of 1,323.97 feet to the North line of NW 82nd Street; Thence, South 89°4744" West, along said North line, a distance of 106.35 feet; Thence, North 00'12'16" West, a distance of 994.82 feet; Thence, North 78153'43" East, a distance of 26.49 feet; Thence, North 01 °44'13" East, a distance of 194.78 feet; Thence, North 00'12'16" West, a distance of 130.31 feet to the South line of Southgate Boulevard and the North line of said Tract "C'; Thence, South 89133'35" East, along said line, a distance of 73.75 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 130,848 square feet (3.00 acres) more or less. 0 EXHIBIT "D" TO • CONSOLIDATED, AMENDED AND RESTATED COVENANT RESOLUTION • EXHIBIT G • • EXHIBIT "G" IMPROVEMENT STANDARDS • WOODMONT COUNTRY CLUB PINES COURSE RENOVATION PROJECT SCOPE OF SERVICES GENERAL SPECIFICATION OF PROJECT A. Greens - Convert to Champion Bermuda Putting Surfaces 1. Strip top 4" of old material / haul / pile or spread (install drainage) 2. Install 4" of greens mix 80/20 / haul / spread 3. Rototill and blend with existing soil 4. Redesign and reshape for proper surface drainage and quality playing surfaces 5. Fumigate (10 day period - Basimid) 6. Finish grade 7. Apply pre -plant fertilizer 8. Plant Champion Bermuda 9. Grow In (Allow 90 Days) B. Tees, Fairways and Rough — Reestablish Bermuda Turf 1. Mow to actual height -of -cut for specified surface 2. Clean up excess materials from mowing / haul - bury 3. Spray out existing grasses/weeds 4. Fertilize as required 5. Prune trees 6. Repair lake banks 7. Repair cart paths • 8. 9. Repair drainage, where needed 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 0 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 500 Fine shaping & Float Off Greens SF 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 • Woodmont Country Club Legend measurements as calculated by Greenway course architect • Hole # Existing # Green sf 4" sand (cy) Bunkers sf 5" sand (cy) Tees sf Fairway sf Fairway ac Cart path If 1 2 3850 47 3350 52 3300 61250 1.4 1290 2 3 3100 38 5000 77 4500 95000 2.2 1650 3 4 3650 45 2800 43 3100 n/a par 710 4 5 3100 38 1 3400 52 1 3700 1 54000 1.2 1 1 1130 5 8 3800 46 4250 66 6000 62000 1.4 1470 6a 13 4500 55 1550 24 5100 84000 1.9 1700 6b 12 3500 43 5400 83 4500 60000 1.4 1470 7 1 15 4800 59 1600 25 3200 44000 1 1.0 1100 8 17 4000 49 3300 51 3800 n/a par 1 720 9 18 3400 42 3750 58 5000 55000 1 1.3 1450 Total 1 37700 461 34400 531 42200 515250 1 11.8 12690 Greenway Golf Exhibit B - 3 EXHIBIT H • • .7 EXHIBIT "H" MAINTENANCE STANDARDS MAINTENANCE PERFROMANCE STANDARDS Greenway's accountability comes from being able to deliver the agreed upon standards. To ensure these are being achieved, Greenway is in constant communication with the Club through onsite meetings, reports, email and phone calls. Semi-annual written evaluations are also conducted with Greenway and the Club's appointed representative to review and rate all aspects of the managed areas. Greenway is committed to ensuring your satisfaction in the services provided, as such the Owner/Club is provided an option to opt out of the agreement if Greenway fails to perform any of the terms, conditions or covenants as agreed. Club Goals • To incrementally improve playing surfaces and sustain an excellent standard. • Promote climatically suitable grasses to produce consistent playing surfaces that are economical to maintain with minimal impact to the environment and resources. • Renovate and reopen Pines 9-hole golf course and maintain at the desired standards. • Provide leadership for ownership to make continued improvements to the property. • Recognize and highlight any infrastructure deficiencies and make recommendations to ownership if capital improvements are warranted. • Implement Greenway programs and procedures to maintenance department to improve time management, work quality and teamwork. • Maintain golf course to meet public resort and member expectations. • Ensure cohesion and unity between ownership needs and our expertise. 1.0 GENERAL REQUIREMENTS: These specifications establish the standard for the buildings and grounds maintenance for the Woodmont Country Club ("WCC") Golf Facility ("Facility"). Greenway Golf Associates, Inc., ("GGA") shall furnish all labor, materials, services and special skills required to perform the landscape and other maintenance as set forth in these specifications while observing acceptable standards as established by comparable priced regional public Facilities. NOTE: Any and all references to the role or duties of the authorized WCC representative do not relieve GGA of any obligation to maintain the golf courses in conformance to the specifications outlined. n U • 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 TIMING: 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. 0J, ' 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. IAll complaints shall be abated to the reasonable satisfaction of the WCC. If any complaint is not • 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. M • 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. • 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 0 • 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. • 7 • 2.7.1.10 Particular attention shall be paid to all slope areas which will, by physical nature, provide for greatest potential runoff which can contribute to erosion and affect play. 2.7.1.11 GGA shall turn off all controllers when it is not necessary to irrigate due to adequate rainfall. NOTE: At no time shall GGA utilize a fire hydrant for irrigation purposes without written permission from the Golf Course Operations Manager. 2.7.2 SYSTEM MAINTENANCE 2.7.2.1 Any repairs made by GGA shall be made in accordance with manufacturers suggested repair procedures with acceptable industry comparable parts under normal industry standards. 2.7.2.2 Operator shall be responsible for adjusting the height of sprinkler risers necessary to compensate for growth of plant material. 2.7.2.3 Automatic controllers and/or enclosures shall be locked while unattended. 2.7.2.4 All controller enclosures must be painted, as needed, to prevent rusting • and maintain good appearance. 2.7.2.5 Sprinkler heads shall be kept clear of overgrowth, which may obstruct maximum operation. Chemical edging around sprinkler heads will not be permitted unless approved by the Golf Course Operations Manager. 2.7.2.6 Repairs made to the irrigation system must be made in accordance with the system's original design with products equal to or higher quality than currently furnished. 2.7.2.7 All drip irrigation systems are to be inspected ongoing and repairs made timely with equal or higher grade repair products as needed. Drip system flush valves, where provided, are to be inspected and flushed on a regular basis with a similar repair requirement. 2.8 RODENT CONTROL: GGA shall continuously engage in rodent control, to the best of its ability, for all rodents found within the boundaries of the Facility. 2.9 WEED CONTROL OF PAVED SURFACES: GGA shall manage all weeds growing in cracks, expansion joints and other hard surfaces to best of its 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. r1 L.J 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. �J 2.12.1 GREENS, NURSERY & ALL PUTTING SURFACE MAINTENANCE: Maintain all putting surfaces within locally acceptable industry standards at all times. 2.12.1.1 Putting surfaces to be maintained at a standard to create a smooth, firm fast texture. The task will be completed as early as possible (within reason, considering worker and product safety), and will typically be completed no later than four hours after start of play. Typical cutting height on Bermuda greens should be between 0.090"- 0.140" range necessary without injuring turf plant health. 2.12.1.2 Ball cups or pin locations are to be relocated daily or as warranted under USGA standards to insure proper turf recovery and enable worn turf areas to rejuvenate. Ball marks and/or divots are to be repaired daily. Both above operations are to be performed utilizing industry standards, devices and methods. 2.12.1.3 Removal of sod from any nursery area should be immediately accompanied by reseeding and/or topdressing to facilitate the rapid recovery of nursery areas. 2.12.14 Verticutting of all putting surfaces throughout the growing season is to be done on an as needed basis. E 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 • worker and product safety). Collars and greens approaches will be cut to a height between 0.200"-0.400". 2.12.2.1 Care and maintenance of all aprons, collars and greens approaches must be identical to all of the standards and specifications as set forth in Section 2.12.1 for Putting Greens with the following exceptions: 2.12.2.2 Greens approaches are to be maintained utilizing all standards of maintenance as outlined in Section 2.12.3 for Tees with the following exceptions: Greens approaches are to be maintained at all times at the same cutting height and under the same mowing frequency as outlined for Aprons and Collars in Section 2.12.2.1. Greens approaches are to be mowed during the same operation as that of Aprons and Collars with clippings removed in a similar manner as that outlined for Aprons and Collars in Section 2.12.2.1. 2.12.3 TEE MAINTENANCE: Maintain.all tees in accordance with accepted playability and industry standards at all times, observe the following minimum requirements: 2.12.3.1 Tees must be serviced daily and done as early as possible during the business day by the moving and placement of tee markers, benches, ball washers and filling of divots with sand and seed. Tee towels are to be changed at least twice a week. Ball washers are to be kept filled daily to the proper fill level with an appropriate and pleasant smelling agent. 2.12.3.2 Mow tees with a properly adjusted reel type mower 2 to 5 times per week at a cutting height of 0.250"-0.450 inches. Clippings are to be removed and disposed of properly — immediately following mowing. 2.12.3.3 Verticut tees shall be done at a frequency when warranted to manage excessive tissue production. 2.12.3.4 Aerify tees shall be done at a frequency when warranted to manage excessive tissue production. 2.12.3.5 Repair worn and damaged turf areas as they occur by overseeding or re -sodding to insure playability at all times. GGA shall repair tee divots in the appropriate time so long as it does not impact players' enjoyment. Tees are to be maintained in a smooth and playable condition at all times. 2.12.3.6 Treat tees for control of insects, disease, weeds and other pests as needed, in a timely manner, to maintain a consistent and healthy playing surface at all times. once daily. U 2.12.3.7 Trash receptacles are to be kept clean and emptied a minimum of 11 • 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. :7 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 '/a" 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 • 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 • 2.14.3 Periphery Areas: These areas consist of all turf areas not previously mentioned. These areas are normally non -playable areas including, but not limited to, slopes, natural ditches, drainage channels, creek beds and lakes. 2.14.3.1 All periphery areas shall be maintained in a manner consistent with industry standards. 2.14.3.2 Areas shall be watered, mowed, weeded, cleaned of litter and other debris as needed. 2.14.3.3 Special attention shall be given to periphery areas adjacent to public roadways since these areas are highly visible to the general public and constitute a first impression of the overall quality and service level of the courses. 2.14.3.4 All areas are to be inspected for and repaired of any erosion problems on a regular basis and immediately corrected if needed. 2.15 left blank intentionally 2.16 GRAFFITI 2.16.1 The Facility shall be inspected daily for evidence of graffiti. Special • attention shall be given to restrooms, signs, markers, block walls, curbing, paving trees, utility poles/boxes and/or any other structures or fixtures. 2.16.2 Upon notifying WCC, all graffiti shall be eradicated in a timely manner of detection if cost effective, if greater expense is required then WCC and GGA shall determine best course of action. 2.16.3 Graffiti requiring paint -over shall be painted over with a color consistent with that of the original surface and as approved by the Golf Course Operations Manager. 2.16.4 Graffiti on non -painted surfaces shall be removed by sand or water blasting. 2.17 COURSE ACCESSORY EQUIPMENT: All accessory equipment to be provided by GGA must be maintained in a clean, safe, functioning condition at all times and repainted as required to present an aesthetically pleasing appearance. Accessory equipment for each hole shall consist of the following: NOTE: Colors to be approved by the Golf Course Operations Manager. Yardage Marker Ball Washers Flags and Poles • Cups 14 • 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. U 15 • 2.20.3 Office, lunchroom, and all maintenance areas to be cleaned in the same manner as the restrooms on the course. 2.2l and 2.22 left blank intentionally 2.23 WATER COURSE MAINTENANCE 2.23.1 GGA is responsible for keeping trash and debris clear around the water edges. All other aquatic maintenance is to be the responsibility of an outside contractor, which shall be contracted and paid by GGA. 2.24 CONSTRUCTION AND/OR REMODELING: Any and all changes in the physical characteristics of any portion of the courses such as addition or removal of sand traps, trees, water hazards, native vegetation or other features shall require prior approval of the Golf Course Operations Manager and be funded by WCC. 2.25 DRIVING RANGE MAINTENANCE 2.25.1 Driving range tees 2.25.1.1 Grass Tees shall be mowed with a reel type mower as warranted • to maintain a maximum height of of 0.325"-0.450" 2.12. .7 2.25.1.2 General turf maintenance shall conform to procedures in Section 16 EXHIBIT I • • • EXHIBIT "I" CONCEPTUAL ELEVATIONS OF NEW CLUBHOUSE W.`ol Ebvation x•ro SWUI Eovation 2 NM•ro 0 0 0 East eevaub, sx-ro North 9are6on 2 rx-w a 0 a EXHIBIT J EXHIBIT "J" LEGAL DESCRIPTION OF THE CLUBHOUSE PARCEL • 6750 NW 9TH COURT LB# 7682 `; DJG Surveying and Mapping,"Inc, mARGAPHONE: 954 675- 2q,t63 EMAIL: ADMIN@DJGSURVEY.COM ....... 11.................. - Sketch and Description - Clubhouse )Parcel emu; Sheet I of 3 Not Included Fort lAudedale Truck Fmos LAKE POD (P.H: 04, Pg, 31, H,C,R.) {P.H< 04, P& 31. B.C.R.) POD Tract "E;. "F" Land Sec 4 Golf Coutae Plat (P.H: Be. P& 20, H,C,B.) POD laRa�Qps v � Tract"K` nD. �. �$CBJ Lend Sec; 4 Oo1f Course Plat 88, Pg. 20.11,C.R) � Not Included Fort L.audedule Truck Fratns (P,11-,.04, P& 31, H:C.R) Not Included Fort Laudednle Truck Frans (RI), 04, Pg. 31, &C,R.) Not Included Fort L.audedale Truk Fraots (P,[i, 04, Pg, 31. H,C;R.) SURVEYOR'S NOTES: 1. BEARING REFERENCE: Bearing Reference: Bearings shown hereon are referenced to the South Line of Tract "I", Land Sec. 4 Golf Course Plat, Plat Book 88, Page 20, B.C.R. Said line bears South 62°17'32" West, 2. This is not a survey, but only a graphic depiction of the land shown hereon and its calculated legal description. No boundary corners were set in the field related to this sketch. 3. All recordings shown hereon are referenced to the Public Records of Broward County, Florida„ 1 NOT VALID WITHOUT THE SIGNATURE AND THE { ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 02/07/2014 NO. REVISIONS DATE SURVEYOR AND MAPPER DENNIS J. GABPJELE Professional Surveyor and Mapper JOB N0.1 0.0218 oRAWN BY: MRK ac: DJG SCALE: NTS N0. LS 5709 State of Florida 0 0 `h j6750 NW. H COURT LB# 7682 DJG SugveyiqandMppin&nc.�IM"PHONES 954 6 5 2483 EMAIL: ADMIN@DJGSURVEY.COM ' www.djgsurvey.com Tract "K" Land Sec. 4 GoIf Course Plat (P.B. 88, Pg. 20, B.C.R) POD LAKE 1C" Tract fC Land Sec. 4 Golf Course Plat (P.B. 89, Pg. 20, B.C.R.) 337 ' S 870 N 52°45'41" W 95.76' 09058'39" Wa 256.57' Fort Lauderdale Truck Fames (P.B. 4, Pg. 31, B.C.R) N 11 ° 1744" E 349.63' 22004'10" E 315,71' R=1,950.00' L = 12.21' D = 00°21'32" P.O.B. Sheet 2 of 3 Fort Lauderdale Truck Farms (P.W 4, Pg. 31, B.G.R.) //I POD R = 120.00' to.A "B" L = 151.83' a R = 300.00' N 72°36'51" E D = 72029141" L = 102.89' 23.61' R c'l D=19°38'59" 4� 10"E S 87027'29" E R = 100.00' �4e L - 34.78' 98.13' 3 c* D = 19°55'40" $ N � N Parcel "A" Woodmont Recreation Complex (P.B. 91, Pg. 49, B.C.R.) ah 489,437 Square Feet 11.24 Acres POD "F" Fort Lauderdale Truck Farms (P.B. 4, Pg. 31, B.C.R.) y NW 75th Street R = 25.00' (ORD. 6450, Pg. 688, B.C.R) L = 38.45' ID a R =1,950.00' = 88°06'50" �7 0 C. °\—L = 283.54' Eastemmost Southeast Corner ♦p0= D = 08° 19'S2" Tract'W' trt Land See. 4 Golf Course Plat Fort Lauderdale Truck Fame (P.B. $8, Pg. 20, B.C.R.) (P.B. 4, Pg, 31, B.C.R.) Legend P.O.B. = Point of Beginning B.C.R. = Broward County Records P.O.C. = Point of Commencement R = Radius P.O.T. = Point of Termination L = Arc Length P.B. = Plat Book D = Delta (Central Angle) Pg. = Page • • 0 DJG SurveY1ng and MappingJnc. M ARGATE, FLORIDA PHONE: 954-6 5 2446a EMAIL: ADMIN@DJGSURVEY.COM Sheet 3 of 3 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, 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 corner 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*2152", 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 ° 17'44" 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 1998'59"; Thence, Northeasterly along the arc of said curve, an arc distance of 102.89 feet to the point of tangency; Thence, North 72°36'51" East, a distance of 23.61 feet to the point of curvature 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 1804345'; 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 88006'50"; 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 89036'55" 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 of283.54 feet to the Point of Beginning. Said lands lying and being in the City of Tamarac, Broward County, Florida, and containing 489,437 square feet (11.24 acres) more or less. EXHIBIT K 0 :7 EXHIBIT "K" FORM COMPLETION BOND U AIA Document A312 - 2010 Performance Bond CONTRACTOR: (Name, legal status and address) OWNER: CONSTRUCTION CONTRACT Date l" Amount: $ Description: SURETY: (Name, legal status and principal place of business) BOND Date: (Not earlier than Construction Contract Date) Amount: $ Modifications to this Bond: qt, None FW See Section 16 CONTRACTOR AS PRINCIPAL SURETY Company. (Corporate Seal) Company. (Corporate Seal) Signature: Signature: Name and Narne and MATitle: Title: (Any additional signatures appear on the last page of this Performance Bond) (FOR INFORMAHONONLY---- Name, address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: J:1U94.7 P-nu 111ti11tl:T1UN5: author of this document added information ed for its completion. author may also have sed the text of the inal Aliieistandard form. dditions and Deletions .rt that notes added rmationaslwell as sions tp the standard the author and should be This document has important .legal consequences,.- ' Consultation.;,:with an attorney�-is encouraged with respect tp ids completion or .modi"fcatlon Any,,singulac reference to Contractor_, Su rety,..,,,Own er or other party.,.shall be•. considered plura'i-whexe 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 foot-ez of this document. • AIA Document A31V — 2010 Performance Bond. 'rhe American Institute of Arc:^.ite�,-rs. All rights reserved. WARNING: This AIA* Do#ument is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distra.but on of this AIAO� Document.,. or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA suftware at 15t54z12 an 63/16/2412 under Order No,38787 A5A2^. I which expires �n 1�1/10/2012. vhd is nr t ii�a: resale. - -. User Notes: :7 § 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 uu �dei after 1 the Owner first provides notice to the Contractor and the Surety that the Owner declaring a Contractor Default. Such notice shall indicate whether the Owner is conference among the Owner, Contractor and Surety to discuss the Contractor'; Owner does not request a conference, the Surety may, within five (5) business e the Owner's notice, request such a conference. If the Surety timely requests a cc shall attend. Unless the Owner agrees otherwise, any conference requested uildt shall be held within ten (10) business days of the Surety's receipt of the Owner' Owner, the Contractor and the Surety agree, the Contractor shall be allowed'a-rt perform the Construction Contract, but such an agreement shall not waive the Q subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default, terminates the Construction Contract a Surety; and .3 the Owner has agreed to pay the Balance of the Contract Price in accordance wi! Construction Contract to the Surety or to a contractor selected to perform the Cc Bond shall arise ys after receipt of iference, the Owner this Section 3.1 notice. If the able time to I rightif any, the § 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,expens take one of the following actions: § 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the -Construction Contra+ § 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 far a -contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for_execution by aOwner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bone executed by a qualified surety equivalent to the bonds issued on the Construction Contract, andpay to thesOwner.t amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the O°r=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 conttact6-and.,with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner""and, a's 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 Suretyshall be deemec to be in default on this Bond seven days after receipt of an additional written notice from thi Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Section 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owne> shall be entitled to enforce any remedy available to the Owner. § 7 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Suretyto,the•Owner,shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to AIA Document A312a' — 2010 Performance Bond. The Ainarioan Institute of Ar_hlteCts. All rights reserved. WARMNG; This AIM Document is protected by U.S. Copyright Law and International Treaties. Unauthorizedreproductionor distribution of this AIA* Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. 2 This draft was pri,,duted by Auksoftware at 15 5!).3.2 an 03'i612W_: under Order Nr*0876714642 1 which expires:�n 11I18f7,112,: and is art: fQ resale. User Notes. 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. 11 § 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. § $ The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity o herthan 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 Contractor 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 within fMvo year s after' the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first, .If the_ provisions, of thi, 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 s. on which their signature appears. . § 13 When this Bond has been furnished to comply with a statutory or other legal requirement iif4 the construction was to be performed, any provision in this Bond conflicting with said statutooryor shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requit deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a 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 Contract after all proper adjustments have been made, including allowance to the Contractor of any amo received or to be received by the Owner in settlement of insurance or other claims for damagesf'to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor u Construction Contract. I § 14.2 Construction Contract The agreement between the Owner and Contractor identified on t e:cover page, ,.,,,,-1 —„ 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.' fl� § 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. i § 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 A3121 — 2010 Performance Bond. She American Institute of Architects.-. All rights reserved. WARNINr,: This AIA* Document is protected by U.B. Copyright Law and International Treatios. Unauthorized reproduction or dtatr bution of this AIAa Document, or any 'a portion of it, may result in severe civil and crl.minal. penalties, and will be Prosecuted to the maximum extent possible under the .tauv_ , Skis draft was priduced by AIA software at 15; 591 12 on 03/16/2012 under Order N0,3916?0A5d2 I which expires icin i1�lp/.Z012s.:and is not :,._ resale. - ._ user Notes: ,19iT5�b96h-3: :7 10 § 16 Modifications to this bond are as follows: (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: Signature: Signature: Name and Title: ��c >s'`.' Name and Title: Address: k ' 3 ° Address: AZA Document A312"' - 2010 Performance Bond. The American inat.iOte of Arvhlt0rtS. All rights reserved. WARNING This AIM UQcumant is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this Aim Document,or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. _4 This draft was prFaduCed by AIA software, at 153.59t-,12 on 03/16/2012 under r,>rdar ic,._3$767 4u42 I whieh expires r_'in anci .is :iw; e. °or resale. User Notes: ;191 f b7i3452? EXHIBIT L EXHIBIT "L" CONCEPTUAL LOCATION OF INTERIOR ROADWAYS :7 1p s F , r• 1 � r t � • •a I �AL.e ,2> a 1 � ..� � slgx e;°.� � � ♦ a i i - � � { E ! a+- a °" iJ r •1� f ' i + , ,., }• ,. �! .its •� uy '•*i�.A , { 1: ' - c . 1 it „ y i 47, VWR Ar Am e CA 74 ', — • Y+ i�_, �7'3ii,�� fQ1• JV ~ � k � M5' ' _. �' � � ' �. �'Yd f 2 j ; t1-,E q, t� I - .��� s � • �.:..,"' �� �#�y � j y �a�i f�1� ��. � f !`•� t.. t ,• 'r _z�� r 1.� 1 EXHIBIT M :7 EXHIBIT "M" ENTRANCE SIGN LOCATIONS OWN +��4P �• wf. tR R ruq' .. � * 8 Y31!AM9f! _ _ 4 (�isfoniufj N - i DZ� jp • - } N 73, ## � T"111"t ' a vrs1 s �' 1 �A o", ate, i it a0� 39t ll Nw TI,',. Mato;-*, . � , " � �` i ti• � �, v6eY� eiiR 7. i _� . f p r ,�_ •,yi� 6i i� - �, � 4� 'f"" r� �7 �t. Doi � •3 � � � !"r0 �' �..>, _ ,, _ � # �,• WE '� � �� °ram` ' '+� � � .-f - �'_' 3f 'P1 Pucisi auid N !►:1 xy AEI rk� t *� ° p blHti�iSEs s.! ` J��S%y `t ► �f t "' y 4h 4 10 .N Ap ! f'lz d+ti� ! ♦ Ott s 0 EXHIBIT N 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 0 :7 JOINDER AND CONSENT By ZAVECO DEVELOPMENT, LLC Zaveco Development, LLC, a Florida limited liability company ("Zaveco"), the contract purchaser of the Residential Parcels, as defined in the Development Agreement to which this Joinder and Consent is attached, pursuant to that certain Agreement for the Purchase and Sale of Real Property (Woodmont), dated July 22, 2011, as amended ("Purchase Agreement"), hereby joins in and consents to the terms of the Development Agreement; provided, however, that Zaveco shall have no obligations whatsoever under the Development Agreement except with respect to any portions of the Residential Parcels which have been acquired by Zaveco, and provided further that nothing herein contained is intended to, or shall have the effect of, altering or amending the rights and obligations of Zaveco under the Purchase Agreement. Print Name: Print Name: STATE OF ) } ss: COUNTY OF ) ZAVECO DEVELOPMENT, LLC, a Florida limited liability company By:.___� Name: Title:. The foregoing instrument was acknowledged before me this,___ day of 2014, by , as of Zaveco Development, LLC, a Florida limited liability company, on as of the company, who is personally known to me or produced for identification. Notary: [NOTARIAL SEAL] Print Name: Notary Public, State of Florida My commission expires: