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Minto Sabal Bay THIS INSTRUMENT PREPARED BY&RETURN TO: INSTR 6234531 OR 6111 PG 348 Mark F. Esq. RECORDED 4/11/2022 4.45 PM PAGES 62 Greenspoon F. Grant,n Esq. LLP CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNTY FLORIDA 200 E. Broward Boulevard, Suite 1800 DOC@.70$0.70 REC $528.50 Fort Lauderdale, FL 33301 (954)527-2404 PARCEL I.D.#: 00395720008;52505030141;00395560404; 52505034286;52505036925;61838080008 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA CONSERVATION EASEMENT THIS CONSERVATION EASEMENT given this 22nd day of December, 2021, by Minto Sabal Bay, LLC, a Florida limited liability company (hereinafter "Minto Sabal Bay"), as Grantor, whose address is 4042 Park Oaks Boulevard, Suite 450, Tampa, Florida 33610 to Collier County, Florida, a political subdivision of the State of Florida (hereinafter"Collier County" or "Grantee") whose address is 3301 Tamiami Trail East, Naples, Florida 34112. Grantor and Grantee may hereafter be collectively referred to as the "Parties." As used herein, the term "Grantor" shall include any and all successors or assigns of Grantor, and all subsequent owners of the "Easement Property" (as hereinafter defined) and the term "Grantee" shall include any successor or assignee of Grantee. WHEREAS, Minto Sabal Bay is the owner of that certain tract of land located in Collier County, Florida described in Exhibit "A" attached hereto and incorporated herein (hereinafter referred to as the "Property"); and WHEREAS, Collier County is requiring that this Conservation Easement ("Conservation Easement") be entered into and recorded in the land records of Collier County, Florida, to bind Minto Sabal Bay and its successors in title; and WHEREAS, Grantor is agreeable to granting and securing to Grantee a non-exclusive Conservation Easement as defined in Section 704.06, Florida Statutes (F.S.), over the area of the Property described in Exhibit "B" attached hereto and incorporated herein (the "Easement Property"); and WHEREAS, the Parties wish to establish their respective rights and responsibilities relative to the use and maintenance of the conservation area described in the attached Composite Exhibit "B" (the Easement Property). NOW, THEREFORE, Grantor hereby conveys a non-exclusive Conservation Easement for and in favor of Grantee upon the area of the Property described on Exhibit "B" which shall run with the land and be binding upon Grantor, and shall remain in full force and effect forever. The scope, nature, and character of this Conservation Easement shall be as follows: 1. Recitals. The recitals hereinabove set forth are true and correct and are hereby incorporated into and made a part of this Conservation Easement. 2. Purpose. Minto Sabal Bay, hereby grants a non-exclusive Conservation Easement to Collier County over and across the Easement Property for the purpose of 48796206v4 1 conservation. Collier County shall have no responsibility for maintenance of the Easement Property. 3. Prohibited Uses. No dumping or placing of soil or other substances such as trash or unsightly or offensive materials shall be permitted on the Easement Property. There shall be no removal or destruction of trees, shrubs or other vegetation with the exception of exotic/nuisance vegetation removal. Excavation, dredging or removal of soil material, peat, rock or other material substance in such a manner as to affect the surface shall be prohibited on the Easement Property. No dikes or fencing shall be permitted on the Easement Property. There shall be no other activities detrimental to drainage, flood control, water conservation, erosion control or fish and wildlife habitat conservation or preservation permitted on the Easement Property. The Easement Property shall be in no way altered from its natural or permitted state. The following exceptions apply: a. Archaeological surveys or excavations are permissible for areas designated as archaeological sites by the State or Federal governments or by Grantee; or b. Uses as permitted by Section 3.05.07.H of the Collier County Land Development Code. In accordance with LDC Section 3.05.07.H.1.d, oil extraction and related processing operations are uses which are exempt from the restrictions herein and shall remain allowed uses on the lands described herein, provided it is an allowable use in the underlying zoning district. c. Permitted uses include boardwalks, nature trails, shelters, viewing piers, viewing platforms, educational signs, kiosks, elevated golf cart paths, and docks or platforms for launching and mooring or storage of non-motorized vessels utilizing movable storage racks. d. Water management structures in accordance with Collier County, SFWMD, FDEP, and USACOE permitting requirements. 4. Maintenance. Minto Sabal Bay, shall bear the responsibility for maintaining the Easement Property, including, but not limited to, regular maintenance as may be required by any governmental agency having jurisdiction relative thereto. The Easement Property shall at all times be maintained in accordance with applicable requirements of the Collier County Land Development Code. Minto Sabal Bay shall be automatically released from the responsibility for maintaining the Easement Property upon conveyance of same to a homeowners association, which homeowners association shall then be responsible for such maintenance. 5. No Dedication. No right of access by the general public to any part of the Easement Property is being conveyed. 6. Grantee's Reserved Rights. Collier County shall have the right to access and use of the Easement property for the purpose of making inspections; however, Collier County shall have no obligation to maintain the Easement Property, nor shall Collier County have the right to use the Easement Property for any purpose inconsistent with the terms of this Conservation Easement. 7. Grantor's Reserved Rights. Grantor reserves all rights as owner of the Easement Property, including the right to engage in passive uses of the Easement Property that are not prohibited herein and which are not inconsistent with any County ordinance, regulation or development permit, and the intent and purposes of this Conservation Easement. 8. Taxes. Grantor shall pay before delinquency any and all real property taxes and assessments levied by competent authority on the Easement Property. 48796206v4 2 9. Terms and Restrictions. Grantor shall insert the terms and restrictions of this Conservation Easement in any subsequent deed or other legal instrument by which Grantor divests itself of any interest in the Easement Property. 10. Written Notice. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified mail, return receipt requested, addressed to the appropriate party or successor in interest. 11. Modifications. This Conservation Easement may be amended, altered, released or revoked only by written agreement between the Parties hereto or their heirs, successors or assigns, which shall be filed in the public records of Collier County, Florida. 12. Covenants Running with the Land. This Conservation Easement shall run with the land and shall be binding upon and inure to the benefit of all present and future owners of any portion of the Property and their successors and/or assigns, it being the intention of Grantor that this Conservation Easement be perpetual. 13. Severability. If any provisions of this Conservation Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Conservation Easement shall not be affected thereby, as long as the purpose of this Conservation Easement is preserved. 14. Enforcement. Enforcement of the terms, provisions and restrictions of this Conservation Easement shall be at the reasonable discretion of Grantee, and any forbearance on behalf of Grantee to exercise its rights hereunder in the event of any breach hereof by Grantor, shall not be deemed or construed to be a waiver of Grantee's rights hereunder. The terms and conditions of this Conservation Easement may be enforced by Grantee by injunctive relief and other appropriate available remedies, and Grantor consents that venue of such enforcement actions shall lie exclusively in the Circuit Court of the Twentieth Judicial Circuit in and for Collier County, Florida. In any enforcement action in which Grantee prevails, Grantee shall be entitled to recover reasonable attorney's fees and costs in the trial and appellate courts in addition to the cost of restoring the land to the natural vegetative and hydrologic condition existing at the time of execution of this Conservation Easement or to the natural vegetative state required for a development permit. These remedies are in addition to any other remedy, fine or penalty, which may be applicable under Chapters 373 and 403, Florida Statutes. TO HAVE AND TO HOLD unto Grantee forever. The covenants, terms, conditions, restrictions and purposes imposed with this Conservation Easement shall be binding upon Grantor, and shall continue as a servitude running in perpetuity with the Conservation Easement. Grantor hereby covenants with Grantee that Grantor is lawfully seized of the Easement Property in fee simple; that this Conservation Easement is free and clear of all encumbrances that are inconsistent with the terms of this Conservation Easement; all mortgages and liens on the Easement Property, if any, have been subordinated to this Conservation Easement; that Grantor has good right and lawful authority to convey this Conservation Easement; and that it hereby fully warrants and defends record title to the Conservation Easement hereby conveyed against the lawful claims of all persons whomsoever. 48796206v4 3 IN WITNESS WHEREOF, Grantor has hereunder set its hand and seal the day and year first above written. Sign, sealed and delivered in the presence of: WITNES S: Minto Sabal Bay, LLC, a F orida limited liability company Pri ted e: 2. /Ji Printed Name: I nTur�i u�J Name:` r� � Title: - w� .t STATE OF FLORIDA ) Evidence of Signing Authority attached ss hereto as Exhibit C'. COUNTY OF COLLIER 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 means of[x] physical presence or[ ] online notarization by ,)oven Ccur- r c , as VI C E_ Pr Clet•k, of M I NTO SABAL BAY, LLC, a Florida limited liability company, freely and voluntarily under authority duly vested in him/her by said company, who is personally known to me. WITNESS my hand and official seal in the County and State last aforesaid this 22_ day of December, 2021. ' Notary Public, State of Florida at Large N cuc,n aln V C(.ricirNrq My Commission Expires: Typed, Printed or Stamped Name/of Notary Public • ,„;a--°oe HANNAH NICHO_E MCCARTNEY 'i%• ��`. Notary Public-State o`Florida "r 71), o` Commission=GG 32610 My Comm.Expires Ma '. 2023 Bonded through Natrona''.notary Assn. 48796206v4 4 Acceptance by Grantee: ATTEST: BOARD OF CO TY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER CO , 4, •- *A 6e / A. OA° By: �c By: fl. •. ty Clerk Will j:m L. McDaniel, Jr., Chairman Attest as to .Irma signature only. Appr ved as to form and legality: liAjt ./%-r" Derek D. Perry Assistant County Attorney THIS CONVEYANCE ACCEPTED BY THE BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA, PURSUANT TO AGENDA DATED 2/23/2010, ITEM NO. 16 .8. 1, RESOLUTION NO. 2010-39 48796206v4 5 MORTGAGEE'S JOINDER, CONSENT AND SUBORDINATION The undersigned, as holder of that certain Contingent Mortgage and Security Agreement dated December 27, 2012, and recorded in Official Records Book 4870, Page 373; and that certain Financial Statement Form UCC-1 recorded December 28, 2012, in Official Records Book 4870, Page 402, all of the Public Records of Collier County, Florida (the "Mortgage"), encumbering the real property described on Exhibit "B" attached hereto ("Easement Property"), hereby joins in, consents to and subordinates the lien of its Mortgage, as it has been, and as it may be, modified, amended and assigned from time to time, to the foregoing Conservation Easement, executed by Minto Sabal Bay, LLC, a Florida limited liability company, in favor of Collier County Florida applicable to the Conservation Easement, as said Conservation Easement may be modified, amended, and assigned from time to time, with the intent that the Mortgage shall be subject and subordinate to the Conservation Easement. However, nothing contained herein shall release, satisfy or discharge the Mortgage or in any way impair, alter or diminish the effect of the lien, encumbrance and security interest created thereby. Signed, sealed and delivered in MORTGAGEE: the presence of: C c..�— CDC LAND INVESTMENTS, INC., a Florida corporation Print Name: 'Q1. / // • f By: 4442. Print Narr 7 , 9-.5 Patrick L. Utter, Vice President STATE OF FLORIDA ) SS -• '"v... . ; 7 COUNTY OF COLLIER ) „'• e°° 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 means of [ x ] physical presence or [ ] online notarization by PATRICK L. UTTER, as Vice President of CDC LAND INVESTMENTS, INC., a Florida corporation, freely and voluntarily under authority duly vested in him by said corporation, who is personally known to me. WITNESS my hand and official seal in th County and State last aforesaid this Zl day of December, 2021. u.iL-‘LA:Q Notary Public, State of Florida at Large My commission expires: \A `-• Q'tvie- Typed, Printed or Stamped Name of Notary Public 1 O..ve Pbri e Valerie L Pike Commission#FIN 32134 a 5 Commission Expires 08-17-2024 '"y��° Bonded Through-Cynanotary 1 Florida-Notary Public INSTR 6238449 OR 6114 PG 2183 RECORDED 4/20/2022 4:26 PM PAGES 2 CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNTY FLORIDA 48796206v4 6 REC$18.50 EXHIBIT A Property 48796206v4 7 Barra co www.barraco.net and Associates, Inc. Civil Engineers.Land Surveyors and Planners EXHIBIT"A" DESCRIPTION Parcel in Sections 23, 24, 25, 26 and 36, Township 5o South, Range 25 East and Section 19,Township 5o South, Range 26 East Collier County, Florida A tract or parcel of land lying in Sections 23, 24, 25, 26 and 36, Township 5o South, Range 25 East and Section 19,Township 5o South, Range 26 East, Collier County, Florida, said tract or parcel of land being more particularly described as follows: PARCEL 1: BEGINNING at the Northeast corner of said Section 25 run Soo°22'26"W along the East line of the Northeast Quarter (NE 1/4) of said Section 25 for 2,687.54 feet to the East Quarter corner of said Section 25; thence run Soo°20'34"W along the East line of the South east Quarter (SE 1/4) of said Section 25 for 2,685.47 feet to the Southeast corner of said Section 25; thence run Soo°19'49"W along the East line of the Northeast Quarter (NE 1/4) of said Section 36 for 1,047.97 feet to an intersection with the Northerly line of Conservation Area 4, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records; thence run along the Northerly line of said Conservation Area 4 the following five (5) courses: N89°28'26"W for 1,180.94 feet; Noo°oo'oo"E for 1,605.88 feet; N9o°oo'oo"W for 2,595.79 feet; Noo°oo'oo"E for 644.53 feet and N9o°oo'oo"W for 1,535.15 feet to an intersection with the West line of the Southwest Quarter (SW 1/4) of said Section 25; thence run Noo°19'07"E along said West line for 1,443.97 feet to the West Quarter corner of said Section 25; thence run S89°32'lo"W along the South line of the Northeast Quarter (NE 1/4) of said Section 26, also being the South line of Lot 81 of the record plat of"Naples Groves and Truck Co's Little Farms No. 2",as recorded in Plat Book 1, Page 27A, of the Public Records of Collier County, Florida for 673.65 feet to the Southwest corner of said Lot 81; thence run Noo°19'45"E along the West line of said Lot 81 and continuing along the West line of said Lot 82 for 1,344.09 feet to the Northwest corner of said Lot 82; thence run S89°32'19"W along the South line of Lot 83 of said record plat for 648.48 feet to the Southwest corner of said Lot 83;thence run along the Westerly line of Lots 83 through 91 of said record plat the following two (2) courses: Noo°20'11"E for 1,344.00 feet and Noo°43'16"W for 1,686.11 feet to the Northwest corner of said Lot 91; thence run N89°30'26"E along the North line of said Lot 91 for 1,321.17 feet to an intersection with the West line of the Southwest quarter(SW 1/4) of said Section 24; thence run Noo°44'12"W along said West line for 1,012.06 feet to the West Quarter corner of said Section 24; thence run Noo°39'06"W along the West line of the Northwest Quarter (NW 1/4) of said Section 24 for 753.56 feet to the Southwest corner of lands described in deed recorded in Official Records Book 1027, at Page 678, Collier County Records; thence run N89°35'27"E along the South line of said lands for 1,290.01 feet to the Southeast corner of said lands;thence run Noo°39'06"W along the East line of said lands for 1,012.32 feet to the Southwest corner of lands described in deed recorded in Official Records Book 4263,at Page 2080,Collier County Records;thence run along the Southerly and Easterly line of said lands the following six (6) courses: N89°31'15"E for 1,075.51 feet; S78°26'42"E for 512.62 feet to a point on a non-tangent curve; Northerly along an arc of a curve to the left of radius 324.97 feet (delta 22°45'44"') (chord bearing N19°24'23"E) (chord 128.26 feet) for 129.10 feet to a point on a non-tangent curve; Northerly along an arc of a curve to the right of radius 582.39 feet(delta 20°05'30") (chord bearing N12°58'06"E) (chord 203.18 feet) for 204.22 feet; N51°08'02"W along a non-tangent line for 222.09 feet and Post Office Drawer 2800 • Fort Myers, FL 33902 Phone(239)461-317o • Fax(239)461-3169 arracowww.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) N38°51'58"E for 212.02 feet to an intersection with the Southerly line of Tract"U"as shown on the Record Plat of"Sabal Bay Commercial Plat- Phase Two"recorded in Plat Book 41, at Page io, Collier County Records; thence run along said Southerly line the following six (6) courses: S51°08'o2"E for 1,081.39 feet; S38°51'58"W for ii.o9 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the right of radius 140.0o feet(delta o2°43'57") (chord bearing S51°43'39"E) (chord 6.68 feet) for 6.68 feet to a point of reverse curvature; Southeasterly along an arc of a curve to the left of radius 800.00 feet (delta o1°15'03") (chord bearing S5o°59'12"E)(chord 17.47 feet)for 17.47 feet;N38°34'49"E along a non-tangent line for 11.42 feet to a point on a non-tangent curve and Easterly along an arc of a curve to the left of radius 820.0o feet(delta 66°46'44")(chord bearing S86°12'23"E)(chord 902.54 feet)for 955.72 feet to a point on a non-tangent curve and an intersection with the Southwesterly line of Tract "H"as shown on the Record Plat of"Sabal Bay Commercial Plat- Phase One" recorded in Plat Book 38, at Page 81, Collier County Records; thence run along said Southwesterly line the following five(5)courses: Southeasterly along an arc of a curve to the right of radius 38.5o feet (delta 37°17'06") (chord bearing S50°25'5o"E) (chord 24.61 feet) for 25.05 feet to a point of tangency; S31°47'17"E for 59.53 feet to a point of curvature; Easterly along an arc of a curve to the left of radius 135.5o feet(delta 91°38'52") (chord bearing S77°36'43"E) (chord 194.36 feet) for 216.74 feet to a point of reverse curvature; Easterly along an arc of a curve to the right of radius 138.50 feet (delta 49°15'oo") (chord bearing N81°11'21"E) (chord 115.42 feet) for 119.05 feet to a point of tangency and S74°11112"E for 586.65 feet; thence run S5o°55'33"W for 7.74 feet; thence run S89°48'16"W for 51.36 feet; thence run S39°02'44"E along the Southwesterly line of a Drainage Easement and Maintenance Agreement recorded in Official Records Book 3058, at Page 2302, Collier County Records and continuing along the extension thereof for 939.11 feet to an intersection with the Northwesterly line of a Drainage Easement recorded in Official Records Book 4385, at Page 3675, Collier County Records; thence run along said Northwesterly line the following three (3) courses: N26°07'39"E for 136.99 feet to a point of curvature; Northeasterly along an arc of a curve to the right of radius 465.97 feet (delta 14°57'S1")(chord bearing N33°36'35"E)(chord 121.35 feet)for 121.7o feet to a point of tangency and N41°05'30"E for 425.51 feet to an intersection with the Southwesterly right of way line of Tamiami Trail (U.S. 41) (State Road No. 9o) (F.D.O.T. right of way Section No. 03010-2116) (too feet wide);thence run S39°03'58"E along said Southwesterly right of way line for 4,443•06 feet to the Northeast corner of lands described in deed recorded in Official Records Book 2605, at Page 2481, Collier County Records; thence run along the Northerly,Westerly and Southerly line of said lands the following three(3)courses: S88°1o'52"W for 373.48 feet; Sol°49'08"E for 166.41 feet and N88°1o'52"E for 500.0o feet to an intersection with said Southwesterly right of way line of Tamiami Trail; thence run S39°o3'58"E along said right of way line for 62.81 feet to an intersection with the South line of the Southeast Quarter(SE 1/4) of said Section 19; thence run S88°1o'52"W along said South line for 1,636.15 feet to the South Quarter corner of said Section 19; thence run S88°23'16"W along the South line of the Southwest Quarter(SW 1/4) of said Section 19 for 2,491.53 feet to the POINT OF BEGINNING. Containing 1,452.27 acres, more or less. AND PARCEL 2: BEGINNING at the South Quarter Corner of said Section 23 run Soo°21'o3"W along the East line of the Northwest Quarter(NW 1/4) of said Section 26 for 74.29 feet to an intersection with the Northerly line of Conservation Area 4, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records; thence run along the Northerly and Easterly Page 2 Barra co www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) line of said Conservation Area 4, the following two (2) courses: N9o°oo'oo"W for 2,035.13 feet and Noo°oo'oo"E for 1,283.75 feet to an intersection with the Easterly line of the waters of Tide Creek; thence run along the Easterly, Northerly and Westerly line of said waters of Tide Creek the following Eleven (ii) courses: No9°47'38"E for 92.69 feet; No2°23'54"W for 206.58 feet; N13°37'45"W for 113.65 feet; S2o°36'46"W for 67.51 feet; S3o°oo'49"W for 157.28 feet; S1o°13'42"W for 158.36 feet; S18°11'42"W for 158.09 feet; S36°39'o1"W for 190.25 feet; S64°23'55"W for 75.17 feet; S77°23'16"W for 156.99 feet and N83°17'49"W for 127.11 feet to an intersection with the West line of the Southwest Quarter(SW 1/4)of said Section 23;thence run Noo°06'36"W along said West line of the Southwest Quarter(SW 1/4)of Section 23 for 1,111.60 feet to an intersection with the Southerly line of lands described in deed recorded in Official Records Book 2567 at Page 2337, Collier County Records; thence run along the Southerly and Easterly line of said lands the following three (3) courses: N89°23'52"E for 470.01 feet; Noo°o6'36"W for 453•0o feet and N89°23'52"E for 916.07 feet;thence run Noo°30'39"W along said Easterly line of said lands and continuing along the Easterly right of way line of Hamilton Avenue, as described in Deed Book 32, at Page 499, Collier County records for 565.25 feet to an intersection with the Southerly line of lands described in deed recorded in Official Records Book 2651 at Page 2846, Collier County records;thence run along the Southerly line of said lands the following three (3) courses: N89°24'oo"E for 300.0o feet; Soo°30'39"E for 6o.00 feet and N89°24'oo"E for 980.54 feet to an intersection with the East line of the West Half(W 1/2) of said Section 23; thence run Soo°42'19"E along said East line for 983.48 feet to the Northwest corner of Lot 70 of record plat of"Naples Groves and Truck Co's Little Farms No. 2",as recorded in Plat Book 1, Page 27A, of the Public Records of Collier County, Florida; thence run N89°30'02"E along the North line of said Lot 70 for 1,321.07 feet to the Northeast corner of said Lot 7o;thence run Soo°43'16"E along the East line of said Lot 7o and continuing along the East line of Lot 71 of said record plat for 674.38 feet to the Southeast corner of said Lot 71; thence run S89°30'51"W along the South line of said Lot 71 for 1,321.26 feet to an intersection with the East line of the West Half(W 1/2) of said Section 23; thence run Soo°42'19"E along said East line for 1,348.14 feet to the POINT OF BEGINNING. Containing 170.84 acres,more or less. Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007) and are based on the East line of the Northeast Quarter of Section 25 to bear Soo°22'26"E. , aw---4 iir:Z....r .iyz,4_ ,„, /:,,/ Scott A. Wheeler(For The Firm)/ ,x , Professional Surveyor and Mapper ; Florida Certificate No. 5949 ,i Lc\23o99-Sabel Bay Phase i\Descriptions\Conservation Sketches\23o99Co2.docx Page 3 Cu) JjJj;, !: s. 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O N M M) !h pj M e- 1� h N N tV O e- 1� O Y7 co 173 0 O N O N o o v- coa 0 h , F to a..4. .Cr e- co N e- CO e- e- e- e- Z uI a a 3 a a w (Co M w a a a u, w w 3 s s S 3 3 0 N' En M Q h O O O •O a- h h :") � Co O Co h a !r ic co 'EN a O e- !} h tr) CO V') O 1� M 1. t0 O c) e- O Z N !T tV O to C O t") C may. u) Co to .. It) O O e7 N M C) O e- e- M 0 N CO 0 0 !h O 0 N Co 0 M M 0 0 t0 0 0 0 0 0 0 0 0 0 0 Co M It) e- CO e- CO Co CO t") e- e- e- O O) e7 e- O C N M O O O Co Co LU 1� II II tl7 M II 11 M II II M II II tt) CO II !F O O O t- N M e- e- C. co N a' cc Z v) cr cc Z cc cc N Cc ct N cn a' Z Z Z Z Z v) v) v) v) v) 80000000000©©®© e- e- ®© NNNNNN0 EXHIBIT "B" Legal Descriptions and Sketches of Conservation Easement Property Table of Contents Index Sheet 1 of 46 1. Conservation Area 1 2 of 46 2. Conservation Area 4A 5 of 46 3. Conservation Area 4B 9 of 46 4. Tract "P" Phase 2 27 of 46 5. Conservation Area 6 29 of 46 6. Tract "P" Phase 15 42 of 46 7. 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Civil Engineers, Land Surveyors and Planners DESCRIPTION (CONSERVATION AREA 1) Parcel in Section 23, Township 50 South, Range 25 East, Collier County, Florida A tract or parcel of land lying in Section 23, Township 50 South, Range 25 East, Collier County, Florida, being all of Conservation Area 1, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records, said tract or parcel of land being more particularly described as follows: COMMENCING at the South Quarter Corner of said Section 23 run Noo°42'19"W along the East line of the Southwest Quarter (SW 1/4) of said Section 23 for 2,021.54 feet to an intersection with the Southerly line of a Conservation Easement (Conservation Area 1) described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records and the POINT OF BEGINNING. From said Point of Beginning run along the Southerly and Westerly line of said Conservation Area 1 the following eighteen (18) courses: S89°27'07"W for 13.42 feet to a point on a non-tangent curve; Westerly along an arc of a curve to the left of radius 104.17 feet (delta 17°29'07") (chord bearing S8o°31'3o"W) (chord 31.67 feet) for 31.79 feet to a point of compound curvature; Southwesterly along an arc of a curve to the left of radius 20.00 feet (delta 30°45'04") (chord bearing S56°24'25"W) (chord 1o.61 feet) for 10.73 feet to a point of tangency; S41°o1'52"W for 256.77 feet to a point on a non-tangent curve; Southwesterly along an arc of a curve to the left of radius 1,813.52 feet (delta 10°10'43") (chord bearing S56°16'09"W) (chord 321.75 feet) for 322.17 feet; S49°31'44"W along a non-tangent line for 201.02 feet to a point of curvature; Westerly along an arc of a curve to the right of radius 10.0o feet (delta 110°34'48") (chord bearing N75°1o'52"W) (chord 16.44 feet) for 19.30 feet to a point of compound curvature; Northerly along an arc of a curve to the right of radius 245.00 feet (delta 14°32'40") (chord bearing N12°37'08"W) (chord 62.03 feet) for 62.19 feet to a point of reverse curvature; Northerly along an arc of a curve to the left of radius 805.0o feet (delta 27°42'57") (chord bearing N19°12'16"W) (chord 385.62 feet) for 389.4o feet to a point of tangency; N33°03'44"W for 114.44 feet to a point of curvature; Northerly along an arc of a curve to the right of radius 191.0o feet (delta 69°26'49") (chord bearing Not°39'41"E) (chord 217.59 feet) for 231.51 feet; N36°23'o5"E along a non-tangent line for 197.68 feet; N53°36'55"W for 20.00 feet to a point on a radial curve; Northerly along an arc of a curve to the left of radius 329.0o feet (delta 96°58'24") (chord bearing N12°06'07"W) (chord 492.71 feet) for 556.83 feet; N34°27'14"E along a non-tangent line for 10.04 feet to a point on a non-tangent curve; Northwesterly along an arc of a curve to the left of radius 339•0o feet (delta 00°01'11") (chord bearing N6o°26'57"W) (chord 0.12 feet) for 0.12 feet to a point of tangency; N6o°27'32"W for 191.86 feet to a point of curvature and Westerly along an arc of a curve to the left of radius 499•0o feet (delta 14°45'36") (chord bearing N67°50'21"W) (chord 128.19 feet) for 128.55 feet to an intersection with the Southerly line of lands described in deed recorded in Official Post Office Drawer 2800 • Fort Myers, FL 33902 Exhibit"B" - Page 2 of 46 Phone(239)461-317o • Fax(239)461-3169 Ba r r a c o www.barraco.net and Associates, Inc_ Civil Engineers, Land Surveyors and Planners DESCRIPTION (CONTINUED) Records Book 2651 at Page 2846, Collier County Records; thence run along the Southerly line of said lands the following three (3) courses: N89°24'oo"E for 144.04 feet; Soo°30'39"E for 60.00 feet and N89°24'oo"E for 980.54 feet to an intersection with the East line of the Northwest Quarter (NW 1/4) of said Section 23; thence run Soo°42'19"E along said East line and continuing along said East line of the Southwest Quarter (SW 1/4) of said Section 23 for 984.17 feet to the POINT OF BEGINNING. Containing 22.60 acres, more or less. Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007) are based on the East line of the Southwest Quarter of Section 23 to bear Soo°42'19"E. ,6164--Ur----(/ ` V-./Z /////2.Z.._ Scott A. Wheeler (For The Firm) Professional Surveyor and Mapper Florida Certificate No. 5949 L:\23099-Sabal Bay Phase i\Descriptions\Conservation Sketches\23o99Co3.doc Page 2 Exhibit"B" - Page 3 of 46 0 ° b1 Z o M y 8 S a , h �' U. U d qow z �y� LL _ >.z Fit ti o� o "..a^� c, g 6 .Q^M'o7jQ ;� �a"",°� '�o O0z0 N O o ,= OW _ RO = �zohoo _W � =aa "' c `� R " 'YO /'' „•','� Vo - n a PI iPr9 oo Cicc2vaZQo ;oEs .' �"mw Q N fz 6,1 O ¢ � O � W Z I- k O C Er.) 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Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONSERVATION AREA 4A) Parcel in Sections 23 and 26, Township 5o South, Range 25 East, Collier County, Florida A tract or parcel of land lying in Sections 23 and 26, Township 5o South, Range 25 East, Collier County, Florida, being all of Conservation Area 4A, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records, said tract or parcel of land being more particularly described as follows: BEGINNING at the South Quarter Corner of said Section 23 run Soo°21'133"W along the East line of the Northwest Quarter (NW 1/4) of said Section 26 for 74.29 feet to the Southeast corner of said Conservation Area 4A; thence run along the Southerly and Westerly line of said Conservation Area 4A the following thirteen (13) courses: N9o°oo'oo"W for 2,035.13 feet; Noo°oo'oo"E for 1,283.75 feet; No9°47'38"E for 92.69 feet; No2°23'54"W for 206.58 feet; Ni3°37'45"W for 113.65 feet; S2o°36'46"W for 67.51 feet; S3o°oo'49"W for 157.28 feet; Sio°13'42"W for 158.36 feet; S18°11'42"W for 158.09 feet; S36°39'ol"W for 190.25 feet; S64°23'55"W for 75.17 feet; S77°23'16"W for 156.99 feet and N83°17'49"W for 127.11 feet to an intersection with the West line of the Southwest Quarter (SW 1/4) of said Section 23; thence run Noo°06'36"W along said West line for 1,111.6o feet to an intersection with the Southerly line of lands described in deed recorded in Official Records Book 2567 at Page 2337, Collier County Records; thence run along the Southerly and Easterly line of said lands the following four (4) courses: N89°23'52"E for 470.01 feet; Noo°06'36"W for 453•0o feet; N89°23'52"E for 916.07 feet and Noo°30'39"W for 483.15 feet to an intersection with the Northerly line of said Conservation Area 4A; thence run along the Northerly and Easterly line of said Conservation Area 4A the following sixty-seven (67) courses: N89°28'31"E for 24.26 feet to a point of curvature; Easterly along an arc of a curve to the right of radius 399•0o feet (delta 3o°03'57") (chord bearing S75°29'31"E) (chord 206.98 feet) for 209.37 feet to a point of tangency; S6o°27'32"E for 191.86 feet to a point of curvature; Southeasterly along an arc of a curve to the right of radius 239.0o feet (delta o8°31'47") (chord bearing S56°11'39"E) (chord 35.55 feet) for 35.58 feet; N44°oo'34"E along a non-tangent line for 2.69 feet; Ni7°57'21"E for 7.79 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the right of radius 249.0o feet (delta 88°51'59") (chord bearing So8°02'54"E) (chord 348.64 feet) for 386.20 feet to a point on a radial line; S53°36'55"E for 1.0o feet; S36°23'o5"W for 24.16 feet; N7o°oo'35"W for 112.91 feet to a point on a non-tangent curve; Westerly along an arc of a curve to the left of radius 67.33 feet (delta 132°29'15") (chord bearing N81°38'32"W) (chord 123.26 feet) for 155.7o feet; S29°32'135"W along a non-tangent line for 46.94 feet; So9°33'42"W for 43.08 feet; S37°32'18"W for 30.75 feet; S63°45'19"W for 123.94 feet; S85°19'59"W for 25.5o feet; S64°17'40"W for 66.21 feet; N8o°24'lo"W for 44.97 feet; S61°52'33"W for 39.15 feet; S41°45'37"W for 47.68 feet; S71°o6'30"W for 66.85 feet; N82°oo'27"W for 18.10 feet to a point on a non-tangent curve; Southwesterly along an arc of a curve to the left of radius 80.00 feet (delta o6°14'48") (chord bearing S23°27'44"W) (chord 8.72 feet) for 8.72 feet; S17°36'57"W along a non-tangent line for 210.48 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 234.28 feet (delta 66°05'57") (chord bearing S12°42'39"E) (chord 255.53 feet) for 270.27 feet; S37°o3'36"E along a non-tangent line for 72.72 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the right of radius 541.10 feet (delta 49°27'39") (chord Post Office Drawer 2800 • Fort Myers, FL 33902 Exhibit"B" Page 5 of 46 Phone(239)461-317o • Fax(239)461-3169 BarraCO www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) bearing Si9°49'06"E) (chord 452.73 feet) for 467.10 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 210.16 feet (delta 37°48'41") (chord bearing Soi°36'45"W) (chord 136.19 feet) for 138.69 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 160.2o feet (delta 12°23'05") (chord bearing S21°11'16"E) (chord 34.56 feet) for 34.63 feet to a point of compound curvature; Southeasterly along an arc of a curve to the left of radius 223.96 feet (delta o8°51'02") (chord bearing S31°48'2o"E) (chord 34.56 feet) for 34.6o feet; S47°14'09"E along a non- tangent line for 18.38 feet; S8o°3o'47"E for 63.48 feet; N65°48'53"E for 45.46 feet; S62°o8'46"E for 34.47 feet; 821°02'19"E for 26.82 feet; Si8°43'13"W for 53.92 feet; S27°o1'28"W for 44.86 feet; Soo°oo'12"E for 33.83 feet; S33°45'5o"E for 55.56 feet; So4°45'35"W for 43.3o feet; 839°02'46"W for 56.96 feet; Sio°29'12"W for 42.25 feet; S35°io'oo"E for 44.15 feet; Soo°52'32"E for 53.56 feet; S16°55'44"E for 57.73 feet; S49°58'11"E for 51.35 feet; S81°26'oo"E for 39.69 feet; N68°28'11"E for 208.62 feet; N25°54'oi"E for 22.74 feet; Noo°39'18"E for 69.92 feet; N27°09'o1"W for 35.95 feet; No9°24'49"W for 34.78 feet; N27°42'oo"W for 38.91 feet; N19°31'51"E for 31.37 feet; N6o°14'55"E for 34.19 feet; N34°22'25"E for 19.14 feet; N6o°38'09"E for 109.08 feet; S4o°28'16"E for 224.62 feet to a point of curvature; Southeasterly along an arc of a curve to the right of radius 555•0o feet (delta 16°51'48") (chord bearing S32°o2'22"E) (chord 162.76 feet) for 163.35 feet to a point of reverse curvature; Southeasterly along an arc of a curve to the left of radius 1,105.00 feet (delta 14°41'33") (chord bearing Sao°57'14"E) (chord 282.58 feet) for 283.36 feet to a point of tangency; S38°18'ol"E for 24.98 feet to a point of curvature; Southeasterly along an arc of a curve to the right of radius 10.0o feet (delta 26°23'04") (chord bearing S25°06'29"E) (chord 4.56 feet) for 4.6o feet to a point of reverse curvature; Southeasterly along an arc of a curve to the left of radius 230.0o feet (delta 48°44'53") (chord bearing S36°17'24"E) (chord 189.84 feet) for 195.69 feet to a point of compound curvature; Easterly along an arc of a curve to the left of radius 30.0o feet (delta 67°38'll") (chord bearing N85°31'0,5"E) (chord 33.39 feet) for 35.41 feet to a point of tangency; N51°41'59"E for 170.09 feet to a point of curvature; Northeasterly along an arc of a curve to the left of radius 30.30 feet(delta 32°52'46") (chord bearing N35°15'36"E) (chord 17.15 feet) for 17.39 feet to a point of tangency and N18°49'13"E for 251.94 feet to an intersection with the East line of the Southwest Quarter(SW 1/4) of said Section 23; thence run Soo°42'19"E along said East line for 592.92 feet to the POINT OF BEGINNING. Containing 81.14 acres, more or less. Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007) are based on the East line of the Southwest Quarter of Section 23 to bear Soo°42'19"E. _,,,471Ln1 .),/,,i- dfi/Z2_ Scott A. Wheeler(For The Firm) Professional Surveyor and Mapper Florida Certificate No. 5949 12\23099-Sabal Bay Phase i\Descriptions\Conservation Sketches\23o99Co4.doc Exhibit"B" - Page 6 of 46 Page 2 0 " i= 6F a w . s m h 2.max cN� aLL°o ow o a g N L. OLo Rgb ej u ' O¢p '5 ` h o 1g w R ..4 Q cy Q :� ""''h i � _ Ln y t ' Ngs ctm¢ogebi _ = ; �No , 00 ;W_ ; ; _ a > xaa omi b _ '2F ' Q N Or =� 3. kiE a U MA08 O ." 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Civil Engineers.Land Surveyors and Planners DESCRIPTION (CONSERVATION AREA 4B) Parcel in Sections 25 and 36, Township 50 South, Range 25 East, Collier County, Florida A tract or parcel of land lying in Sections 25 and 36, Township 50 South, Range 25 East, Collier County, Florida, being all of Conservation Area 4B, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records, said tract or parcel of land being more particularly described as follows: BEGINNING at the West Quarter Corner of said Section 25 run Noo°19'19"E along the West line of the Northwest Quarter (NW 1/4) of said Section 25 for 100.54 feet to an intersection with the Northerly line of said Conservation Area 4B; thence run along said Northerly line of said Conservation Area 4B the following four hundred thirteen (413) courses: S89°39'42"E for 84.34 feet; S09°39'25"E for 3.61 feet; S14°07'55"E for 7.15 feet; S19°08'1o"E for 7.83 feet; S26°39'57"E for 8.05 feet; S32°43'30"E for 7.89 feet; S39°42'30"E for 7.01 feet; S41°39'29"E for 5.75 feet; S43°05'04"E for 5.55 feet; S43°49'02"E for 1.05 feet; Soo°12'22"W for 54.52 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the left of radius 75.73 feet (delta 68°09'13") (chord bearing S27°51'00"E) (chord 84.87 feet) for 90.08 feet; S8o°36'53"E for 6.02 feet; S39°49'52"E for 3.67 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the left of radius 75.73 feet (delta 92°02'47") (chord bearing N65°09'oo"E) (chord 109.00 feet) for 121.66 feet; S66°o6'27"E for 32.91 feet; S73°52'48"E for 61.66 feet; S8o°24'28"E for 40.05 feet; S87°06'09"E for 39.29 feet; S89°37'44"E for 82.78 feet; S86°47'06"E for 35.97 feet; N89°07'23"E for 97.36 feet; N82°25'54"E for 27.93 feet; N2o°41109"W for 32.93 feet; N11°15'46"W for 26.61 feet; N29°17'49"W for 59.15 feet; N44°16'20"W for 46.04 feet; N19°45'41"W for 40.38 feet; N17°16'28"E for 31.62 feet; N49°08'18"E for 187.28 feet to a point of curvature; Northeasterly along an arc of a curve to the left of radius 465.00 feet (delta 36°31'53") (chord bearing N3o°52'22"E) (chord 291.48 feet) for 296.48 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the left of radius 347.00 feet (delta 36°11'06") (chord bearing N65°32'44"E) (chord 215.52 feet) for 219.15 feet; N32°44'18"E for 1.56 feet; N52°43'13"E for 4.42 feet; N37°16'47"W for o.o6 feet to a point on a non-tangent curve; Northerly along an arc of a curve to the left of radius 347.00 feet (delta 49°12'15") (chord bearing N21°52'22"E) (chord 288.92 feet) for 297.99 feet to a point on a non-tangent curve; Easterly along an arc of a curve to the left of radius 95.00 feet (delta 46°44'08") (chord bearing S84°27'06"E) (chord 75.36 feet) for 77.49 feet; S1o°37'26"W for 30.89 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 61.96 feet (delta 31°53'37") (chord bearing So4°25'39"W) (chord 34.05 feet) for 34.49 feet; S24°23'04"E for 22.11 feet to a point of curvature; Southeasterly along an arc of a curve to the left of radius 59.00 feet (delta 20°36'32") (chord bearing S34°41'20"E) (chord 21.11 feet) for 21.22 feet to a point on a non-tangent curve; Southeasterly along an arc of a Post Office Drawer 2800• Fort Myers,FL 33902 Exhibit"B" - Page 9 of 46 Phone(239)461-317o • Fax(239)461-3169 BarraCO www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) curve to the left of radius 95.87 feet (delta 21°51'00") (chord bearing S57°54'09"E) (chord 36.34 feet) for 36.56 feet; S45°26'36"E for 49.83 feet; S49°12'42"E for 10.40 feet; S33°42'53"E for 10.13 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the right of radius 76.81 feet (delta 21°26'40") (chord bearing S28°41'08"E) (chord 28.58 feet) for 28.75 feet; S2o°33'39"W for 6.93 feet; S4o°25'37"W for 14.92 feet to a point of curvature; Southerly along an arc of a curve to the left of radius 69.0o feet (delta 97°25'29") (chord bearing So8°17'08"E) (chord 103.69 feet) for 117.33 feet; S56°59'52"E for 34.78 feet; S69°13'oo"E for 35.00 feet; S71°38'38"E for 15.23 feet; S72°21'32"E for 20.73 feet; S83°43'39"E for 23.59 feet; N87°44'37"E for 29.15 feet; N73°58'34"E for 26.63 feet; N62°38'46"E for 31.66 feet; N59°27'25"E for 18.60 feet; N72°22'27"E for 6.35 feet; N87°02'43"E for 11.05 feet; S88°32'44"E for 2.42 feet; S48°11'oo"E for 97.25 feet to a point of curvature; Southeasterly along an arc of a curve to the left of radius 79.0o feet (delta 27°35'19") (chord bearing S61°58'40"E) (chord 37.67 feet) for 38.04 feet; S75°46'19"E for 47.78 feet to a point of curvature; Easterly along an arc of a curve to the left of radius 79.00 feet (delta 22°52'55") (chord bearing S87°12'47"E) (chord 31.34 feet) for 31.55 feet; N81°20'45"E for 71.62 feet; S83°32'37"E for 16.27 feet; S32°07'59"E for 21.19 feet; S38°58'24"E for 15.95 feet; S11°23'34"E for 27.77 feet; S21°56'54"E for 27.92 feet; S33°45'47"E for 26.85 feet; S31°1o'36"E for 17.87 feet; S28°20'o1"E for 16.14 feet; S27°02'oo"E for 16.26 feet; S25°07'59"E for 35.93 feet; S2o°22'47"E for 43.44 feet; S29°13'43"E for 25.91 feet; So2°13'26"E for 17.66 feet; So2°44'31"E for 7.49 feet; S22°54'44"W for o.63 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 79.00 feet (delta 19°27'49") (chord bearing S2o°41'09"W) (chord 26.71 feet) for 26.84 feet to a point on a non- tangent curve; Southwesterly along an arc of a curve to the left of radius 79.0o feet (delta 19°57'12") (chord bearing S27°16'53"W) (chord 27.37 feet) for 27.51 feet; S17°18'17"W for 8.56 feet to a point of curvature; Southerly along an arc of a curve to the left of radius 79.00 feet (delta 18°37'03") (chord bearing S07°59'46"W) (chord 25.56 feet) for 25.67 feet; S27°09'48"W for 41.01 feet; So3°16'55"E for 13.11 feet; S17°57'31"W for 17.54 feet; S26°44'25"W for 23.12 feet to a point of curvature; Southerly along an arc of a curve to the left of radius 69.00 feet (delta 86°19'5o") (chord bearing S16°25'30"E) (chord 94.41 feet) for 103.97 feet; S59°35'25"E for 22.28 feet; S86°40'56"E for 22.54 feet to a point on a non-tangent curve; Easterly along an arc of a curve to the left of radius 72.00 feet (delta 33°55'04") (chord bearing S87°57'48"E) (chord 42.00 feet) for 42.62 feet; N75°04'40"E for 33.64 feet to a point of curvature; Easterly along an arc of a curve to the left of radius 72.00 feet (delta 09°17'24") (chord bearing N7o°25'57"E) (chord 11.66 feet) for 11.67 feet; N65°47'15"E for 53.01 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 787.35 feet (delta 15°14'10") (chord bearing S05°33'50"W) (chord 208.76 feet) for 209.37 feet; So4°12'49"W for 35.29 feet; So4°30'19"E for 22.76 feet; S14°37'41"E for 36.26 feet; S3o°34'48"E for 19.10 feet; S34°10'42"E for 38.43 feet; S34°03'o6"E for 17.45 feet; S41°16'44"E for 6.81 feet; S43°23'17"E for 2.74 feet; S51°44'05"E for 2.68 feet; S50°27'52"E for 3.31 feet; S51°44'05"E for 2.68 feet; S55°37'03"E for 3.26 feet; S57°35'07"E for 1.67 feet; S62°52'32"E for 2.57 feet; S67°11'o4"E for 2.97 feet; S7o°55'18"E for 3.96 feet; Exhibit"B" - Page 10 of 46 Page 2 Ba..rr a co www.barraco.net and Associates, Inc. Civil Engineers, Land Surveyors and Planners DESCRIPTION (CONTINUED) S74°56'38"E for 3.88 feet; S75°11'lo"E for 5.07 feet; S85°29'22"E for 5.49 feet; S87°12'36"E for 5.91 feet; S9o°oo'oo"E for 5.91 feet; N8o°19'11"E for 5.99 feet; N66°59'32"E for 6.26 feet; N58°52'32"E for 6.03 feet; N52°44'22"E for 6.02 feet; N49°31'54"E for 4.64 feet; N47°47'09"E for 4.73 feet; N45°47'49"E for 4.80 feet; N43°34'47"E for 4.88 feet; N4o°53'08"E for 4.71 feet; N39°37'37"E for 4.23 feet; N39°43'57"E for 4.10 feet; N39°09'22"E for 4.26 feet; N38°22'46"E for 4.18 feet; N38°17'lo"E for 4.01 feet; N38°27'46"E for 4.08 feet; N38°06'04"E for 6.45 feet; N39°59'57"E for 4.95 feet; N41°03'45"E for 2.84 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the left of radius 639.77 feet (delta 19°43'45") (chord bearing S23°17'47"E) (chord 219.21 feet) for 220.30 feet; S22°40'o1"W for 1.33 feet; S73°42'42"W for 109.61 feet to a point on a non-tangent curve; Southwesterly along an arc of a curve to the left of radius 175.00 feet (delta 55°14'34") (chord bearing S51°35'12"W) (chord 162.27 feet) for 168.73 feet; S21°28'41"E for 11.96 feet; Soo°26'53"E for 26.14 feet; Soo°lo'57"W for 69.39 feet; S22°11'31"E for 3.28 feet; S17°55'28"E for 3.70 feet; S16°02'49"E for 4.36 feet; S14°49'05"E for 4.29 feet; S12°33'44"E for 4.09 feet; Slo°29'16"E for 3.93 feet; So7°34'08"E for 3.46 feet; So3°22'28"E for 3.54 feet; Soo°30'18"E for 4.02 feet; So7°21'54"W for 4.81 feet; S11°51'47"W for 5.82 feet; S12°03'41"W for 6.40 feet; S13°04'51"W for 5.20 feet; S12°42'04"W for 4.46 feet; S16°45'45"W for 4.92 feet; S15°37'24"W for 5.20 feet; S09°52'57"W for 6.35 feet; So7°38'06"W for 6.22 feet; Soo°53'16"E for 8.56 feet; S06°44'04"E for 179.79 feet to a point of curvature; Southeasterly along an arc of a curve to the left of radius 172.90 feet (delta 69°42'56") (chord bearing S41°35'32"E) (chord 197.64 feet) for 210.38 feet; S72°27'23"E for 32.73 feet; S75°56'44"E for 4.60 feet; S76°37'07"E for 4.82 feet; S78°58'lo"E for 4.66 feet; S79°311o1"E for 6.13 feet; S8o°55'02"E for 5.65 feet; S82°07'27"E for 7.33 feet; S83°35'31"E for 6.37 feet; S76°36'29"E for 6.10 feet; S79°15'39"E for 6.38 feet; S82°40'05"E for 5.82 feet; S82°37'50"E for 4.69 feet; S8o°59'18"E for 5.26 feet; S83°44'39"E for 6.10 feet; S85°53'42"E for 6.22 feet; S89°07'53"E for 6.39 feet; N87°48'52"E for 6.31 feet; N84°54'25"E for 4.34 feet; S55°53'30"E for 41.35 feet; S41°51'25"E for 10.86 feet; S72°27'23"E for 107.67 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the left of radius 482.00 feet (delta 28°31'59") (chord bearing S64°lo'08"E) (chord 237.56 feet) for 240.03 feet; Sio°24'24"W for 3.91 feet; S15°28'51"W for 6.10 feet to a point on a non-tangent curve; Easterly along an arc of a curve to the left of radius 492.00 feet (delta 22°40'05") (chord bearing S89°43'49"E) (chord 193.38 feet) for 194.65 feet; N78°56'09"E for 2.46 feet to a point of curvature; Easterly along an arc of a curve to the right of radius 110.00 feet (delta 26°20'40") (chord bearing S87°53'31"E) (chord 50.13 feet) for 50.58 feet to a point of reverse curvature; Easterly along an arc of a curve to the left of radius 227.00 feet (delta 50°20'33") (chord bearing N8o°06'33"E) (chord 193.10 feet) for 199.45 feet; S83°15'58"E for 122.96 feet; S46°02'47"W for 12.92 feet; S83°15'58"E for 199.95 feet; N23°56'51"W for 11.63 feet; S83°15'58"E for 13.64 feet; So8°03'54"E for 109.53 feet; S66°04'37"E for 1.10 feet; S67°11'32"E for 5.93 feet; S7o°13'12"E for 6.24 feet; S72°49'18"E for 6.01 feet; S74°45'14"E for 6.96 feet; S81°24'27"E for 8.27 feet; S89°29'45"E for 8.06 feet; N85°04'53"E for 7.45 feet; N79°33'50"E for 7.57 feet; N73°28'35"E for 6.98 Exhibit"B" - Page 11 of 46 Page 3 Barraco www.barraco.net and Associates, Inc. Civil Engineers, Land Surveyors and Planners DESCRIPTION (CONTINUED) feet; N7o°55'05"E for 6.39 feet; N67°26'18"E for 5.91 feet; N67°03'11"E for 4.63 feet; S8o°o8'56"E for 54.36 feet; S85°15'03"E for 18.48 feet; S90°oo'oo"E for 41.38 feet; N82°40'56"E for 31.91 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the left of radius 82.42 feet (delta 71°18'48") (chord bearing N54°29'24"E) (chord 96.09 feet) for 102.58 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the right of radius 268.08 feet (delta 24°27'03") (chord bearing N3o°08'43"E) (chord 113.54 feet) for 114.40 feet; N42°38'44"E for 145.59 feet; N74°34'51"W for 8.16 feet; N54°18'32"W for 57.60 feet; N5o°44'19"E for 67.76 feet; N43°01128"E for 7.96 feet; N13°50'16"W for 46.11 feet; N83°14'12"E for 53.35 feet; N52°18'40"E for 11.99 feet; N13°45'24"E for 15.58 feet; N27°02'04"E for 76.65 feet; N4o°44'59"E for 33.21 feet; N2o°21'16"E for 14.04 feet; N31°41'17"W for 13.16 feet; Noo°16'17"E for 51.63 feet; N85°53'48"E for 57.20 feet; N51°04'11"E for 14.68 feet; N23°20'37"E for 19.94 feet; N26°29'55"E for 46.13 feet; S77°1o'32"E for 31.03 feet; N42°56'02"E for 7.44 feet; N2o°32'11"E for 21.07 feet; N61°09'24"E for 50.03 feet; S54°51'37"E for 39.08 feet; N17°32'15"E for 4.19 feet; N16°20'36"E for 5.34 feet; N16°05'16"E for 5.19 feet; N15°35'57"E for 5.00 feet; N16°22'50"E for 3.64 feet; N22°06'58"E for 2.71 feet; N21°39'12"E for 3.82 feet; N34°27'28"E for 3.90 feet; N31°20'48"E for 4.60 feet; N3o°52'46"E for 5.24 feet; N3o°16'08"E for 5.16 feet; N3o°09'02"E for 5.16 feet; N29°40'55"E for 5.64 feet; N27°38'37"E for 5.70 feet; N26°39'42"E for 5.49 feet; N25°33'33"E for 5.39 feet; N25°04'58"E for 5.21 feet; N24°49'04"E for 5.58 feet; N22°42'27"E for 6.00 feet; N2o°37'04"E for 6.26 feet; N17°23'40"E for 6.46 feet; N14°14'04"E for 6.55 feet; N1o°31144"E for 6.19 feet; No8°55'40"E for 5.77 feet; No7°14'49"E for 5.15 feet; No8°35'20"E for 4.74 feet; No8°45'57"E for 4.60 feet; N1o°46'31"E for 3.97 feet; N13°48'15"E for 3.79 feet; N16°44'34"E for 4.06 feet; N18°14'40"E for 4.64 feet; N18°34'51"E for 4.48 feet; N21°02'44"E for 3.64 feet; N25°1o'05"E for 3.35 feet; N28°58'37"E for 3.42 feet; N32°45'20"E for 3.88 feet; N34°29'27"E for 4.50 feet; N35°09'07"E for 4.88 feet; N35°1o'04"E for 5.48 feet; N33°02'43"E for 6.06 feet; N3o°33'31"E for 5.54 feet; N3o°58'25"E for 5.03 feet; N3o°33'49"E for 6.44 feet; N24°26'o1"E for 6.95 feet; N21°37'42"E for 5.71 feet; N21°21123"E for 6.16 feet; N16°43'46"E for 6.78 feet; N13°30'12"E for 6.41 feet; N1o°32'11"E for 6.11 feet; No8°32'34"E for 5.90 feet; No6°28'22"E for 4.80 feet; No9°31'14"E for 3.81 feet; N11°59'43"E for 4.05 feet; N14°11'06"E for 4.10 feet; N16°20'24"E for 4.08 feet; N18°32'36"E for 4.21 feet; N2o°02'12"E for 4.01 feet; N23°11'23"E for 3.01 feet; N29°13'22"E for 3.20 feet; N32°2o'1o"E for 4.07 feet; N33°31'o8"E for 4.56 feet; N34°25'3o"E for 4.77 feet; N34°38'07"E for 4.95 feet; N35°01121"E for 5.11 feet; N34°34'43"E for 5.25 feet; N34°05'25"E for 5.25 feet; N33°37'28"E for 5.61 feet; N31°43'05"E for 5.89 feet; N29°46'34"E for 5.54 feet; N29°15'33"E for 5.30 feet; N28°26'oo"E for 4.94 feet; N29°32'37"E for 4.92 feet; N29°12'26"E for 5.76 feet; N26°31'28"E for 6.55 feet; N22°14'58"E for 7.17 feet; N17°03'05"E for 7.50 feet; N11°1o'14"E for 7.22 feet; No7°14'08"E for 6.81 feet; Noe°57'47"E for 6.74 feet; Noo°37'o1"W for 6.71 feet; No4°48'32"W for 5.99 feet; No4°53'50"W for 5.07 feet; No4°51'31"W for 4.05 feet; Noo°13'40"W for 3.11 feet; No3°55'39"E for 3.35 feet; No7°29'57"E for 3.43 feet; N11°17'40"E for 3.67 feet; N13°53'58"E for 3.92 feet; N16°34'47"E for 4.05 feet; N18°43'35"E for 4.36 feet; N19°40'12"E for 4.88 feet; Exhibit"B" - Page 12 of 46 Page 4 Barr a co www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) N19°26'17"E for 4.31 feet; N23°05'40"E for 3.74 feet; N25°27'59"E for 4.48 feet; N25°45'oo"E for 4.72 feet; N27°01'33"E for 4.16 feet; N29°51'50"E for 4.69 feet; N28°29'36"E for 6.19 feet; N24°33'50"E for 6.47 feet; N22°22'37"E for 6.61 feet; N17°34'1o"E for 7.32 feet; N11°57'12"E for 7.83 feet; No4°53'58"E for 8.07 feet; Not°53'08"W for 7.58 feet; No6°25'48"W for 6.86 feet; N1o°22'27"W for 6.13 feet; N11°29'39"W for 5.67 feet; N13°11'29"W for 4.79 feet; N1o°07'48"W for 3.92 feet; No8°05'11"W for 4.11 feet; No5°58'26"W for 4.28 feet; No4°40'57"W for 3.77 feet; Noo°09'29"E for 2.74 feet; No6°oo'30"E for 2.80 feet; N1o°38'20"E for 3.08 feet; N15°14'15"E for 2.66 feet; N21°54'57"E for 3.01 feet; N24°26'o1"E for 4.19 feet; N25°49'o1"E for 4.64 feet; N26°24'47"E for 4.88 feet; N26°38'1o"E for 5.80 feet; N22°57'38"E for 6.59 feet; N19°35'54"E for 6.74 feet; N15°17'06"E for 7.06 feet; N1o°22'55"E for 7.75 feet; Noe°56'36"E for 8.03 feet; No3°11'08"W for 7.59 feet; No8°35'49"W for 7.44 feet; N14°07'35"W for 7.48 feet; N19°37'34"W for 7.86 feet; N26°37'33"W for 7.91 feet; N32°39'41"W for 7.36 feet; N37°04'24"W for 6.78 feet; N4o°29'12"W for 5.76 feet; N4o°06'56"W for 5.02 feet; N4o°31'32"W for 4.57 feet; N38°09'07"W for 4.19 feet; N36°47'16"W for 3.92 feet; N33°06'29"W for 3.44 feet; N29°31'11"W for 3.34 feet; N25°07'17"W for 3.18 feet; N20°59'28"W for 2.86 feet; N15°03'18"W for 2.47 feet; No8°30'58"W for 2.74 feet; No4°38'29"W for 3.41 feet; Not°o8'11"W for 3.8o feet; No1°17'38"E for 4.05 feet; No3°37'40"E for 4.77 feet; Noe°40'40"E for 5.39 feet; Noe°04'o1"E for 6.24 feet; Noe°55'03"W for 7.56 feet; No8°49'20"W for 3.30 feet; No7°24'47"E for 98.93 feet to a point on a non-tangent curve; Easterly along an arc of a curve to the right of radius 522.50 feet (delta 08°03'03") (chord bearing N82°09'38"E) (chord 73.36 feet) for 73.42 feet; N86°11'09"E for 29.40 feet; S56°09'34"E for 8.81 feet; S46°08'57"E for 6.24 feet; N86°11'09"E for 79.77 feet; N86°13'33"E for 58.22 feet; N69°47'11"E for 25.02 feet; N57°29'08"E for 6.07 feet; N86°13'33"E for 53.91 feet; S46°38'33"E for 13.64 feet; N86°13'33"E for 70.68 feet; N87°21'32"E for 37.00 feet; N64°17'30"E for 25.52 feet; N87°21'32"E for 84.44 feet to a point of curvature; Easterly along an arc of a curve to the right of radius 255.50 feet (delta 19°57'46") (chord bearing S82°39'34"E) (chord 88.57 feet) for 89.02 feet to a point of reverse curvature; Easterly along an arc of a curve to the left of radius 377.50 feet (delta 05°55'31") (chord bearing S75°38'27"E) (chord 39.02 feet) for 39.04 feet; S16°17'57"E for 0.85 feet; S41°09'48"E for 14.43 feet to a point on a non-tangent curve; Easterly along an arc of a curve to the left of radius 387.50 feet (delta 09°17'33") (chord bearing S85°oo'39"E) (chord 62.78 feet) for 62.85 feet and S89°39'26"E for 35.07 feet to an intersection with the Westerly line of a Drainage Easement described in a deed recorded in Official Records Book 4544 at Page 2196, Collier County Records; thence run Soo°20'34"W along said Westerly line for 2,471.93 feet to an intersection with the Westerly line of a Drainage, Access and Maintenance Easement described in deed recorded in Official Records Book 4544 at Page 2203, Collier County Records; thence run along Westerly and Southerly line of said Drainage, Access and Maintenance Easement the following thirty-four (34) courses: So7°24'26"W for 101.05 feet; Soo°oo'08"W for 242.57 feet to a point on a non- tangent curve; Southwesterly along an arc of a curve to the right of radius 30.07 feet (delta 125°22'36") (chord bearing S46°37'05"W) (chord 53.44 feet) for 65.80 feet; Exhibit"B" - Page 13 of 46 Page 5 Barraco www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) N67°58'37"W for 49.24 feet to a point on a non-tangent curve; Westerly along an arc of a curve to the left of radius 101.40 feet (delta 38°05'10") (chord bearing S84°26'17"W) (chord 66.17 feet) for 67.40 feet to a point on a non-tangent curve; Westerly along an arc of a curve to the right of radius 92.63 feet (delta 24°23'47") (chord bearing N88°53'13"W) (chord 39.14 feet) for 39.44 feet to a point on a non- tangent curve; Southwesterly along an arc of a curve to the left of radius 124.52 feet (delta 59°25'55") (chord bearing S54°29'26"W) (chord 123.45 feet) for 129.16 feet to a point on a non-tangent curve; Westerly along an arc of a curve to the right of radius 54.03 feet (delta 89°32'02") (chord bearing S7o°30'49"W) (chord 76.10 feet) for 84.43 feet; N43°13'30"W for 60.26 feet to a point on a non-tangent curve; Northwesterly along an arc of a curve to the left of radius 92.60 feet (delta 28°26'26") (chord bearing N65°21'59"W) (chord 45.49 feet) for 45.96 feet to a point on a non-tangent curve; Southwesterly along an arc of a curve to the left of radius 92.19 feet (delta 85°23'28") (chord bearing S57°49'08"W) (chord 125.03 feet) for 137.40 feet to a point on a non-tangent curve; Southwesterly along an arc of a curve to the left of radius 616.24 feet (delta 21°22'23") (chord bearing S27°34'07"W) (chord 228.55 feet) for 229.88 feet to a point on a non-tangent curve; Westerly along an arc of a curve to the right of radius 66.45 feet (delta 135°08'27") (chord bearing S72°35'48"W) (chord 122.85 feet) for 156.73 feet; N18°o1'51"W for 71.58 feet to a point of curvature; Westerly along an arc of a curve to the left of radius 69.5o feet (delta 97°59'02") (chord bearing N67°o1'22"W) (chord 104.89 feet) for 118.85 feet; S52°36'58"W for 49.50 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 108.66 feet (delta 67°56'lo") (chord bearing So4°30'39"W) (chord 121.42 feet) for 128.84 feet; S35°43'40"E for 56.41 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the right of radius 31.74 feet (delta 80°14'12") (chord bearing S17°31'30"E) (chord 40.90 feet) for 44.45 feet; S18°18'51"W for 39.40 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the left of radius 94.03 feet (delta 103°01'17") (chord bearing S39°33'29"E) (chord 147.20 feet) for 169.07 feet; N79°46'05"E for 201.79 feet to a point of curvature; Easterly along an arc of a curve to the right of radius 66.54 feet (delta 38°30'54") (chord bearing S8o°58'27"E) (chord 43.89 feet) for 44.73 feet; S7o°21'37"E for 74.73 feet to a point on a non- tangent curve; Easterly along an arc of a curve to the left of radius 107.22 feet (delta 97°24'22") (chord bearing N69°47'42"E) (chord 161.11 feet) for 182.28 feet to a point on a non-tangent curve; Northerly along an arc of a curve to the left of radius 94.85 feet (delta 76°27'25") (chord bearing N11°29'46"W) (chord 117.39 feet) for 126.57 feet; N43°37'31"W for 30.78 feet to a point on a non-tangent curve; Northerly along an arc of a curve to the right of radius 56.21 feet (delta 43°41'37") (chord bearing No4°13'43"W) (chord 41.83 feet) for 42.87 feet to a point on a non- tangent curve; Northeasterly along an arc of a curve to the right of radius 174.40 feet (delta 37°00'24") (chord bearing N3o°211o5"E) (chord 110.70 feet) for 112.64 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the right of radius 73.02 feet (delta 52°17'19") (chord bearing N51°12'02"E) (chord 64.35 feet) for 66.64 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the left of radius 283.52 feet (delta 36°40'43") (chord bearing Exhibit"B" - Page 14 of 46 Page 6 Ba r r a c o www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) N51°52'40"E) (chord 178.42 feet) for 181.50 feet to a point on a non-tangent curve; Easterly along an arc of a curve to the right of radius 49.6o feet (delta 76°34'11") (chord bearing N83°38'50"E) (chord 61.46 feet) for 66.29 feet; S45°03'55"E for 46.89 feet to a point on a non-tangent curve and Easterly along an arc of a curve to the left of radius 141.36 feet (delta 42°43'29") (chord bearing S84°41'oo"E) (chord 102.98 feet) for 105.41 feet to an intersection with the East line of said Section 36; thence run Soo°19'49"W along said East line for 631.67 feet to an intersection with the Southerly line of said Conservation Area 4B; thence run along the Southerly and Westerly line of said Conservation Area 4B the following five (5) courses: N89°28'26"W for 1,180.94 feet; thence run Noo°oo'oo"E for 1,605.88 feet; thence run N9o°oo'oo"W for 2,595.79 feet; thence run Noo°oo'oo"E for 644.53 feet and N9o°oo'oo"W for 1,535.15 feet to an intersection with the West line of the Southwest Quarter (SW 1/4) of said Section 25; thence run Noo°19'07"E along said West line for 1,443.97 feet to the POINT OF BEGINNING. Containing 211.64 acres, more or less. Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007) are based on the West line of the Southwest Quarter (SW 1/4) of Section 25 to bear Noo°19'07"E. --j4.- -----41 1Z- //Ph_ 2_ Scott A. Wheeler (For The Firm) Professional Surveyor and Mapper Florida Certificate No. 5949 L:\23o99-Sabal Bay Phase i\Descriptions\Conservation Sketches\23o99Co5.doc Page 7 Exhibit"B" - Page 15 of 46 Pqqqq0H 8 $ ` _- Q F Sd �W � 41 ry $ R • >-ZM 'AU oz U y > Wp' P E Z Q 0• LiYA F}..,�....p ' ?A. ri a 0 z0Orc jM Qv �OQ �g . � � a A s a_ Nr , i J t -sl,e N RR? � v+,n`..‘I op_ 3 � jam at�1 ¢ cz O W ma ni V cyi cz, No r 1 2 ' U zli �a no ; w Y ff zao Q o ° z waP e Wga E a viQO N'; g' ! g ' ; y .Mry Sp F� 0 z0 zz0 �L 0r wcntZrn 0 = 0Q W 1J oa " wCQ„ ] .- Co c„ mm ow CrQ O CC = Z (CCD O = Y ¢ Q O1-0 ) 0 \ Q.cc Z z r Q W r =o Ja O ZOO WC, ow Ii -. 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Civil Engineers, Land Surveyors and Planners DESCRIPTION (TRACT "P" PHASE 2) Parcel in Sections 24 and 25, Township 5o South, Range 25 East Collier County, Florida A tract or parcel of land lying in Sections 24 and 25, Township 50 South, Range 25 East, being all of Conservation Area 5, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records, said tract or parcel of land being described as follows: TRACT "P" OF ISLES OF COLLIER PRESERVE PHASE 2, according to the Plat thereof, as recorded in Plat Book 56, page 8o through 112, of the Public Records of Collier County, Florida. 2:' o--t ----lL ,2- Z/ //®4z Scott A. Wheeler (For The Firm) Professional Surveyor and Mapper Florida Certificate No. 5949 L:\23o99-Sabal Bay Phase a\Descriptions\Conservation Sketches\23o99Co6.doc Post Office Drawer 2800 • Fort Myers,FL 33902 Exhibit"B" - Page 27 of 46 Phone(239)461-317o • Fax(239)461-3169 0 u u 6g z N o . 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Civil Engineers.Land Surveyors and Planners DESCRIPTION (CONSERVATION AREA 6) Parcel in Sections 24 and 25, Township 50 South, Range 25 East and Section 19, Township 5o South, Range 26 East, Collier County, Florida A tract or parcel of land lying in Sections 24 and 25, Township 50 South, Range 25 East and Section 19, Township 5o South, Range 26 East, Collier County, Florida, being all of Conservation Area 6, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records, said tract or parcel of land being more particularly described as follows: BEGINNING at the Northeast Corner of said Section 25 run Soo°22'26"W along the East line of the Northeast Quarter (NE 1/4) of said Section 25 for 2,143.04 feet to an intersection with the Northerly line of a Drainage Easement described in a deed recorded in Official Records Book 4544 at Page 2196, Collier County Records; thence run along Northerly and Westerly line of said Drainage the following four (4) courses: S89°37'35"W for 35.00 feet; Soo°22'26"W for 544.07 feet and Soo°20'34"W for 7.51 feet to an intersection with the Southerly line of said Conservation Area 6; thence run along said Southerly line of said Conservation Area 6 the following sixty (60) courses: N5o°49'30"W for 97.65 feet; S86°02'38"W for 136.74 feet; S86°55'35"W for 22.63 feet; S87°23'06"W for 149.25 feet; S86°12'27"W for 408.11 feet; S3o°32'29"W for 27.77 feet; N22°34'15"W for 10.36 feet to a point on a non-tangent curve; Northwesterly along an arc of a curve to the left of radius 90.62 feet (delta 41°09'00") (chord bearing N6o°11'41"W) (chord 63.69 feet) for 65.08 feet; N63°17'42"W for 8.88 feet; N4o°56'55"W for 27.19 feet; No2°19'32"E for 33.80 feet; N21°17'36"E for 22.58 feet; N44°43'28"E for 23.31 feet; N53°54'09"E for 24.36 feet; N42°11142"E for 29.64 feet; N44°12'03"E for 13.27 feet; Noo°47'04"E for 13.42 feet; N1o°32'42"W for 14.86 feet; N22°20'17"W for 10.42 feet; N66°37'12"W for 19.62 feet; N56°29'22"W for 30.58 feet; N73°11'42"W for 28.80 feet; N64°27'12"W for 17.22 feet; S7o°08'54"W for 16.90 feet; S65°41'14"W for 37.73 feet; S24°111o1"W for 60.33 feet; S75°33'57"W for 96.16 feet; N69°23'42"W for 152.25 feet; N39°34'46"W for 84.15 feet; No3°14'58"W for 69.73 feet; N16°37'36"W for 67.68 feet; Noe°56'13"W for 23.54 feet; N6o°27'46"W for 66.08 feet; N79°05'46"W for 48.42 feet; N74°03'42"W for 21.95 feet; S81°07'24"W for 19.53 feet; S73°30'11"W for 33.96 feet; N61°07'21"W for 46.26 feet; N28°36'40"W for 15.74 feet; No3°09'16"E for 18.70 feet; N69°29'11"W for 77.89 feet; N47°o8'44"W for 76.75 feet; N32°05'25"W for 87.45 feet; N43°14'36"W for 44.54 feet; N8o°12'19"W for 45.96 feet; N71°54'12"W for 45.59 feet; N81°43'13"W for 64.51 feet; N72°08'16"W for 25.33 feet; S8o°48'16"W for 32.40 feet; N72°37'09"W for 18.43 feet; N58°05'02"W for 14.26 feet to a point on a non-tangent curve; Northwesterly along an arc of a curve to the right of radius 177.89 feet (delta 28°42'29") (chord bearing N45°o1'04"W) (chord 88.2o feet) for 89.13 feet; No5°24'31"W for 36.53 feet; No6°43'34"E for 64.97 feet; N11°17'31"E for 32.56 feet; N2o°32'30"W for Post Office Drawer 2800• Fort Myers,FL 33902 Exhibit"B" - Page 29 of 46 Phone(239)461-317o• Fax(239)461-3169 Ba r r a c o w��ryv.barraco.net and Associates, Inc. Civil Engineers, Land Surveyors and Planners DESCRIPTION (CONTINUED) 185.57 feet; N49°36'06"W for 104.43 feet to a point on a non-tangent curve; Northwesterly along an arc of a curve to the left of radius 266.00 feet (delta 06°25'33") (chord bearing N52°47'36"W) (chord 29.82 feet) for 29.83 feet to a point on a non-tangent curve; Northwesterly along an arc of a curve to the right of radius 624.53 feet (delta 04°33'28") (chord bearing N58°17'06"W) (chord 49.67 feet) for 49.68 feet and N25°50'25"E for 151.43 feet to a point on a non-tangent curve and an intersection with the Easterly line of a Drainage Easement described in a deed recorded in Official Records Book 4385 at Page 3675, Collier County Records; thence run along said Easterly line the following seven (7) courses: Northeasterly along an arc of a curve to the right of radius 565.00 feet (delta 07°04'45") (chord bearing N28°46'22"E) (chord 69.76 feet) for 69.81 feet to a point of reverse curvature; Northeasterly along an arc of a curve to the left of radius 1,035.00 feet (delta 13°00'48") (chord bearing N25°48'21"E) (chord 234.57 feet) for 235.07 feet; N19°17'57"E for 157.63 feet to a point of curvature; Northerly along an arc of a curve to the left of radius 1,028.72 feet (delta 07°08'44") (chord bearing N15°43'35"E) (chord 128.21 feet) for 128.29 feet to a point of reverse curvature; Northeasterly along an arc of a curve to the right of radius 800.00 feet (delta 22°23'42") (chord bearing N23°21'04"E) (chord 310.71 feet) for 312.69 feet to a point of reverse curvature; Northeasterly along an arc of a curve to the left of radius 1,035.00 feet (delta 11°15'52") (chord bearing N28°54'59"E) (chord 203.16 feet) for 203.48 feet to a point of reverse curvature and Northeasterly along an arc of a curve to the right of radius 800.00 feet (delta 12°41'16") (chord bearing N29°37'41"E) (chord 176.79 feet) for 177.15 feet; thence run N35°58'19"E along said Easterly line and continuing along the Westerly line of said Conservation Area 6 for 565.23 feet to a point of curvature; thence run along the Westerly, Northerly and Easterly line of said Conservation Area 6 the following forty-four (44) courses: Northeasterly along an arc of a curve to the right of radius 800.00 feet (delta 17°48'45") (chord bearing N44°52'41"E) (chord 247.71 feet) for 248.71 feet; N59°59'52"E for 94.38 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the left of radius 430.00 feet (delta 23°42'03") (chord bearing N29°24'53"E) (chord 176.61 feet) for 177.87 feet; N17°33'51"E for 218.63 feet; N55°27'55"E for 257.00 feet to a point of curvature; Northerly along an arc of a curve to the left of radius 120.00 feet (delta 67°09'06") (chord bearing N21°53'22"E) (chord 132.73 feet) for 140.64 feet; N11°41'11"W for 84.70 feet to a point of curvature; Northerly along an arc of a curve to the right of radius 80.00 feet (delta 44°43'59") (chord bearing N1o°40'48"E) (chord 60.88 feet) for 62.46 feet; N33°02'48"E for 99.42 feet to a point on a non- tangent curve; Northeasterly along an arc of a curve to the left of radius 625.09 feet (delta 02°11'0l") (chord bearing N26°13'ol"E) (chord 23.82 feet) for 23.82 feet; N28°45'38"E for 113.04 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the right of radius 25.37 feet (delta 143°50'33") (chord bearing S64°45'59"E) (chord 48.24 feet) for 63.69 feet; Soo°20'55"E for 282.34 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the left of radius 925.00 feet (delta 13°58'28") (chord bearing So7°22'11"E) (chord 225.05 feet) for 225.61 feet to a point of reverse curvature; Southerly along an arc of a curve to the right of radius 40.00 feet (delta 21°25'19") (chord bearing So3°38'45"E) (chord Exhibit"B" - Page 30 of 46 Page 2 Ba r r a c o w�a�v.barraco.net and Associates, Inc. Civil Engineers.Land Surveyors and Planners DESCRIPTION (CONTINUED) 14.87 feet) for 14.96 feet to a point of reverse curvature; Southerly along an arc of a curve to the left of radius 230.00 feet (delta 52°27'09") (chord bearing S19°09'40"E) (chord 203.28 feet) for 210.56 feet to a point of compound curvature; Easterly along an arc of a curve to the left of radius 40.00 feet (delta 93°01'01") (chord bearing N88°06'15"E) (chord 58.04 feet) for 64.94 feet; N41°35'44"E for 92.27 feet to a point of curvature; Easterly along an arc of a curve to the right of radius 40.00 feet (delta 54°18'53") (chord bearing N68°45'11"E) (chord 36.51 feet) for 37.92 feet to a point of reverse curvature; Northerly along an arc of a curve to the left of radius 80.0o feet (delta 152°27'20") (chord bearing N19°40'57"E) (chord 155.40 feet) for 212.87 feet to a point of reverse curvature; Northwesterly along an arc of a curve to the right of radius 40.00 feet (delta 40°32'09") (chord bearing N36°16'39"W) (chord 27.71 feet) for 28.30 feet to a point of compound curvature; Northerly along an arc of a curve to the right of radius 665.0o feet (delta 11°32'48") (chord bearing N1o°14'1o"W) (chord 133.79 feet) for 134.02 feet to a point on a non- tangent curve; Northeasterly along an arc of a curve to the right of radius 27.48 feet (delta 127°11'45") (chord bearing N42°14'03"E) (chord 49.23 feet) for 61.01 feet to a point on a non-tangent curve; Northeasterly along an arc of a curve to the left of radius 120.38 feet (delta 137°47'29") (chord bearing N41°19'32"E) (chord 224.61 feet) for 289.50 feet to a point of reverse curvature; Northwesterly along an arc of a curve to the right of radius 460.00 feet (delta 05°04'25") (chord bearing N25°02'o1"W) (chord 40.72 feet) for 40.73 feet; N22°29'48"W for 16.98 feet to a point of curvature; Northerly along an arc of a curve to the right of radius 160.00 feet (delta 38°07'26") (chord bearing No3°26'05"W) (chord 104.51 feet) for 106.46 feet; N15°37'38"E for 14.96 feet to a point of curvature; Northerly along an arc of a curve to the right of radius 460.00 feet (delta 04°27'00") (chord bearing N17°51'08"E) (chord 35.72 feet) for 35.73 feet to a point of reverse curvature; Northerly along an arc of a curve to the left of radius 110.00 feet (delta 47°56'36") (chord bearing No3°53'40"W) (chord 89.38 feet) for 92.04 feet to a point of reverse curvature; Northerly along an arc of a curve to the right of radius 20.00 feet (delta 45°13'31") (chord bearing No5°15'13"W) (chord 15.38 feet) for 15.79 feet to a point of compound curvature; Northeasterly along an arc of a curve to the right of radius 295.00 feet (delta 54°01'27") (chord bearing N44°22'16"E) (chord 267.96 feet) for 278.15 feet; N71°22'59"E for 617.09 feet to a point of curvature; Easterly along an arc of a curve to the right of radius 40.00 feet (delta 58°12'18") (chord bearing S79°30'52"E) (chord 38.91 feet) for 40.63 feet to a point of reverse curvature; Easterly along an arc of a curve to the left of radius 425.00 feet (delta 32°30'46") (chord bearing S66°40'06"E) (chord 237.95 feet) for 241.17 feet to a point of reverse curvature; Southeasterly along an arc of a curve to the right of radius 40.00 feet (delta 48°01'39") (chord bearing S58°54'40"E) (chord 32.56 feet) for 33.53 feet; S38°13'16"E for 151.82 feet to a point of curvature; Southerly along an arc of a curve to the right of radius 347.59 feet (delta 75°09'58") (chord bearing Soo°38'17"E) (chord 424.00 feet) for 456.00 feet to a point of reverse curvature; Southwesterly along an arc of a curve to the left of radius 624.72 feet (delta 24°33'07") (chord bearing S24°40'08"W) (chord 265.66 feet) for 267.70 feet to a point on a non- tangent curve; Southerly along an arc of a curve to the right of radius 290.00 feet Exhibit"B" - Page 31 of 46 Page 3 Ba rr a co www.barraco.net and Associates, Inc. Civil Engineers,Land Surveyors and Planners DESCRIPTION (CONTINUED) (delta 21°01'52") (chord bearing S2o°43'25"W) (chord 105.85 feet) for 106.45 feet; S31°14'21"W for 479.13 feet to a point of curvature; Southeasterly along an arc of a curve to the left of radius 165.00 feet (delta 125°02'05") (chord bearing S31°16'42"E) (chord 292.76 feet) for 360.07 feet to a point on a non-tangent curve; Southeasterly along an arc of a curve to the right of radius 48.35 feet (delta 69°12'15") (chord bearing S49°08'36"E) (chord 54.91 feet) for 58.40 feet to a point on a non-tangent curve and Southerly along an arc of a curve to the left of radius 375.09 feet (delta 44°34'08") (chord bearing S13°42'59"E) (chord 284.47 feet) for 291.77 feet to an intersection with the Northerly line of a Drainage Easement described in a deed recorded in Official Records Book 532 at Page 120, Collier County Records; thence run S88°23'16"W along said Northerly line for 667.77 feet; thence run Soo°13'03"E for 50.01 feet to an intersection with the South line of the Southwest Quarter (SW 1/4) of said Section 19; thence run S88°23'16"W along said South line for 250.00 feet to the POINT OF BEGINNING. Containing 179.62 acres, more or less. Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007) are based on the East line of the Northeast Quarter (NE 1/4) of Section 25 to bear Soo°22'26"W. ,,,,. t-- z / ,, Scott A. Wheeler (For The Firm) Professional Surveyor and Mapper Florida Certificate No. 5949 L:\23099-Sabal Bay Phase i\Descriptions\Conservation Sketches\23o99Co7.doc Exhibit"B" - Page 32 of 46 Page 4 0 F6.9 .., 8 a a ,iy` i•� ZL o o , en rc C O O ,3ea z Z 0 1ifl'!! : zR b oCt ob°m` ^^ o N o,� y 4N C.l i d _i= �� _ 'C R I% a - cL oLL 'O m o� r .� i 'G ib "0 7 o'> o - a , W U tt '� z J Q W o y € p u r �4 V1 >," C p ,rt, Ess? m c)U W PC) n ova C �; tl o� V o 8 �¢O W m' oW S Q E. 4' i o LL C a o ZO ZWOi' (�J O W ciD ¢ Z co ci)0, O Lu = N m 2 O 512 n�co a o— ? woo oCc � u) QCr0Z �. ¢ � � 1- ¢ W O Z Z = U W WI O Q (3NOZ1S3M) W ZOW mow ? 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Civil Engineers,Land Surveyors and Planners DESCRIPTION (TRACT "P" PHASE 15) Parcel in Section 19, Township 5o South, Range 26 East Collier County, Florida A tract or parcel of land lying in Section 19, Township 50 South, Range 26 East, being a portion of Conservation Area 7, as described in deed recorded in Official Records Book 4867, at Page 3336, Collier County Records, said tract or parcel of land being described as follows: TRACT "P" OF ISLES OF COLLIER PRESERVE PHASE 15, according to the Plat thereof, as recorded in Plat Book 7o, page 14 through 27, of the Public Records of Collier County, Florida. G(e,V--ti, 11Z lr`ii Scott A. Wheeler (For The Firm) Professional Surveyor and Mapper Florida Certificate No. 5949 L:\23099-Sabal Bay Phase i\Descriptions\Conservation Sketches\23o99Co8.doc Post Office Drawer 2800 • Fort Myers, FL 33902 Exhibit"B" - Page 42 of 46 Phone(239)461-317o • Fax(239)461-3169 p (3 03 ' ° R= -° . w= r-< } ovcsa a f 2a_„•I ° I-, 6H 2t ttl 4w , � R 1r1 WVYg vy ! 11 _ N $ R 0a,U mg AW¢uW jy m ry „,,,%i a W UU`� oLL o: V wsm ❑o. a . ,nnR� _ A a G U 11 ;' a v Ci � waF o ; W s aoguSa a <o 5 € ; gu oLL a U W NLi, O cc O 1- W Q O 3 oz L 0 U O W WO> > ,- CCU cnvO a I- cc N— ZLu zU � o om CO � ¢ ¢ = z � g � a Y Q ¢ 0Q o a. 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Civil Engineers,Land Surveyors and Planners DESCRIPTION (TRACT "P" PHASE 17) Parcel in Section 26, Township 5o South, Range 25 East Collier County, Florida A tract or parcel of land being a portion of Lots 81 through 85 of record plat of"Naples Groves and Truck Co's Little Farms No. 2", as recorded in Plat Book 1, Page 27A, of the Public Records of Collier County, Florida, lying in Section 26, Township 5o South, Range 25 East, Collier County, Florida, said tract or parcel of land being more particularly described as follows: BEGINNING at the East Quarter corner of said Section 26 run S89°32'1o"W along the South line of the Northeast Quarter (NE 1/4) of said Section 26, also being the South line of said Lot 81 for 673.65 feet to the Southwest corner of said Lot 81; thence run Noo°19'45"E along the West line of said Lot 81 and continuing along the West line of said Lot 82 for 1,344.09 feet to the Northwest corner of said Lot 82; thence run S89°32'19"W along the South line of said Lot 83 for 648.48 feet to the Southwest corner of said Lot 83; thence run Noo°20'11"E along the West line of said Lot 83and continuing along the West line of said Lots 84 and 85 for 722.56 feet; thence run N89°30'07"E for 192.75 feet to a point of curvature; thence run Easterly along an arc of a curve to the left of radius 170.0o feet (delta 29°06'16") (chord bearing N74°56'59"E) (chord 85.43 feet) for 86.35 feet; thence run S27°44'26"E along a non-tangent line for 57.54 feet to a point of curvature; thence run Southerly along an arc of a curve to the right of radius 80.00 feet (delta 65°03'57") (chord bearing SO4°47'33"W) (chord 86.05 feet) for 90.85 feet to a point of tangency; thence run S37°19'31"W for 53.03 feet to a point of curvature; thence run Southerly along an arc of a curve to the left of radius 200.00 feet(delta 39°51'50") (chord bearing S17°23'36"W) (chord 136.36 feet) for 139.15 feet to a point of tangency; thence run So2°32'19"E for 30.54 feet to a point of curvature;thence run Southeasterly along an arc of a curve to the left of radius 45.00 feet(delta 66°58'31") (chord bearing S36°o1'35"E) (chord 49.66 feet) for 52.60 feet to a point of tangency;thence run S69°30'50"E for 43.41 feet to a point on a non-tangent curve;thence run Southerly along an arc of a curve to the left of radius 341.00 feet(delta o1°55'42") (chord bearing S14°43'02"W) (chord 11.48 feet) for 11.48 feet to a point of tangency; thence run S13°45'11"W for 202.21 feet to a point of curvature; thence run Southerly along an arc of a curve to the left of radius 25.00 feet (delta 14°13'28") (chord bearing S06°38'27"W) (chord 6.19 feet)for 6.21 feet to a point of tangency; thence run Soo°28'17"E for 85.93 feet; thence run N89°32'19"E for 401.68 feet to a point of curvature; thence run Southeasterly along an arc of a curve to the right of radius 50.00 feet (delta 90°47'26") (chord bearing S45°03'58"E) (chord 71.20 feet) for 79.23 feet to a point of tangency; thence run Soo°19'45"W for 116.25 feet; thence run S63°37'14"E for 49.41 feet to a point of curvature; thence run Easterly along an arc of a curve to the left of radius 80.00 feet (delta 81°50'34") (chord bearing N75°27'29"E) (chord 104.80 feet) for 114.27 feet to a point of tangency; thence run N34°32'12"E for 291.70 feet to a point of curvature; thence run Northerly along an arc of a curve to the left of radius 80.0o feet (delta 64°19'16") (chord bearing Noe°22'34"E) (chord 85.17 feet) for 89.81 feet to a point of tangency; thence run N29°47'04"W for 200.62 feet; thence run N57°40'23"E for 103.68 feet to a point of curvature; thence run Northeasterly along an Post Office Drawer 2800• Fort Myers,FL 33902 Exhibit"B" - Page 44 of 46 Phone(239)461-317o • Fax(239)461-3169 Ba..rr a co www.barraco.net and Associates, Inc. Civil Engineers, Land Surveyors and Planners DESCRIPTION (CONTINUED) arc of a curve to the left of radius 691.00 feet (delta 41°37'34") (chord bearing N36°51'36"E) (chord 491.05 feet) for 502.02 feet; thence run S89°40'41"E along a non- tangent line for 31.66 feet to an intersection with the East line of said Northeast Quarter (NE 1/4) of Section 26; thence run Soo°19'19"W along said East line for 2,174.13 feet to the POINT OF BEGINNING. Containing 29.86 acres, more or less. Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007) and are based on the East line of the Northeast Quarter (NE 1/4) of Section 26 to bear Soo°19'19"W. Af:P?1,'—Z , 1,//// LA/Z-2_ .z Scott A. 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U � titiI-- � wIW— .� co !� - Z 000OUF- 0 crop e� V = 4 cnco'er w ON'`-�'�e2kr) � � wwwCCzw M° Z u, vJ z 11 CO OCO2l1'cy 0 0 0 W W p tp ,� Q� DO C�00 hCQ C- _ CO co oN 0. �o .1.cIloco C/j JLL-3, mLiiceO cO O �y C= �NZv� FW- ¢ pppoUaa Exhibit"B" - Page 46 of 46 EA 00 U n �� z N EXHIBIT C Evidence of Signing Authority 9 JOINT UNANIMOUS WRITTEN CONSENT OF THE MANAGERS OF MINTO COMMUNITIES,LLC, MINTO ARTESIA,LLC, MINTO TOWNPARK,LLC, HOMEBUYERS'FINANCIAL,LLC, 14IINTO FLORIDA HOLDINGS,LLC MINTO TITLE,LLC, MINTO LAS OLAS,LLC, MINTO KENNEDY GROVES,LLC, MINTO VILLAS-BY-THE-SEA,LLC, MINTO BRADENTON,LLC, MINTO MARINA,LLC, MINTO MONTERRA,LLC, MINTO SABAL BAY,LLC MINTO SPW,LLC AND MINTO PBLH,LLC The undersigned, constituting all the managers (the "Managers') of MINTO COMMUNITIES, LLC, a Florida limited liability company, MINTO ARTESIA,LLC,a Florida limited liability company, MINI-O TOWNPARK, LLC, a Florida limited liability company,HOMEBUYERS' FINANCIAL,LLC, a Florida limited liability company, MINTO FLORIDA HOLDINGS, LLC, a Florida limited liability company, MINTO TITLE, LLC, a Florida limited liability company, MINTO LAS OLAS, LLC, a Florida limited liability company, MINTO KENNEDY GROVES, LLC, a Florida limited liability company, MINTO VILLAS-BY-THE-SEA, LLC, a Florida limited liability company, MINTO BRADENTON, LLC, a Florida limited liability company, MINTO MARINA, LLC, a Florida limited liability company, MINTO MONTERRA, LLC, a Florida limited liability company, MINTO SABAL BAY,LLC,a Florida limited liability company,MINTO SPW,LLC,a Florida limited liability company, and MINTO PBLH, LLC, a Florida limited liability company (each, a "Company" and hereinafter, collectively,the"Companies"),do hereby consent to the following resolutions as of October 15,2014 and direct that this action be filed with the records of each respective Company. WHEREAS, one or more of the Companies is in the business of selling single family and/or multifamily residential units(the"Business"). NOW, THEREFORE, BE IT RESOLVED that John F. Carter, as Vice President of the Companies (the"Authorized Signatory"),be,and hereby is, authorized,empowered and directed to enter into,execute and deliver,on behalf of each of the Companies,such agreements,instruments,certificates, affidavits, acknowledgements and other documents as the Authorized Signatory deems necessary to conduct and transact the Business (including, without limitation, purchase and sale agreements, loan documents,guaranties,mortgages,deeds,leases,easements,assignments,releases and satisfactions); RESOLVED that the execution of any document authorized by the foregoing resolutions,or any document executed in the accomplishment of any action or actions so authorized, is (or shall become upon delivery)the enforceable and binding act and obligation of the Companies,without the necessity of the signature or attestation of any other person or the affixing of any company seal;and RESOLVED that all actions previously taken by the Authorized Signatory in furtherance of the foregoing resolutions are hereby ratified,approved and confirmed in all respects;and RESOLVED that the omission from these resolutions of any agreement or other arrangement contemplated by any of the agreements or instruments described in the foregoing resolutions or any action {24828348;1) to be taken in accordance with any requirement of any of the agreements or instruments described in the foregoing resolutions shall in no manner derogate from the authority of the Authorized Signatory to take all actions necessary, desirable, advisable or appropriate to consummate, effectuate, carry out or further the transactions contemplated by,and the intent and purposes of,the foregoing resolutions;and RESOLVED,that this Joint Unanimous Written Consent may be executed in counterparts,each of which when so executed shall be deemed an original,but all of which such counterparts shall together constitute but one and the same instrument. [Signature(s)on following page(s).] {29828348;1} IN WITNESS WHEREOF, the undersigned being all the Managers of all of the Companies have executed this Joint Unanimous Written Consent effective as of the date first above written. MANAGERS of 11IINTO COMMUNITIES, LLC, MINTO ARTESIA, LLC, MINTO TOWNPARKK, LLC, HOMEBUYERS' FINANCIAL, LLC,MINTO FLORIDA HOLDINGS, LLC, MINTO EITLE, LLC, MINTO LAS OLAS, LLC, MINTO KENNEDY GROVES, LLC, MINTO VILLAS-BY- nit-SEA, LLC, MEMO BRADENTON, LLC, MINTO MARINA, LLC, MINTO MONTERRA, LLC, MINTO SABAL BAY, LLC, MINTO SPW, LLC and MINTO PBLH,LLC Michael J.Be John F.C _.___._ (29828348;1} 2021 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 152227 Apr 12, 2021 Secretary of State 9727707676CC Current Principal Place of Business: 999 VANDERBILT BEACH RD.#507 NAPLES, FL 34108 Current Mailing Address: 999 VANDERBILT BEACH RD. #507 NAPLES, FL 34108 US FEI Number: 59-0581693 Certificate of Status Desired: No Name and Address of Current Registered Agent: DRUMM,THOMAS J 999 VANDERBILT BEACH RD.#507 NAPLES, FL 34108 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: THOMAS J. DRUMM 04/12/2021 Electronic Signature of Registered Agent Date Officer/Director Detail : Title DIRECTOR Name WALTON,ROBERT A. Address 999 VANDERBILT BEACH RD.#507 Address 999 VANDERBILT BEACH RD.#507 City-State-Zip: NAPLES FL 34108 City-State-Zip: NAPLES FL 34108 Title DIRECTOR, PRESIDENT Title VP, SECRETARY,TREASURER, PASTOR Name SPILKER,CHRISTIAN M. Name DRUMM,THOMAS J. Address 999 VANDERBILT BEACH RD.#507 Address 999 VANDERBILT BEACH RD.#507 City-State-Zip: NAPLES FL 34108 City-State-Zip: NAPLES FL 34108 Title DIRECTOR Title VP Name ZUNDEL,ROBERT C.JR. Name PERCIVAL,WILLIAM Address 999 VANDERBILT BEACH RD.#507 Address 999 VANDERBILT BEACH RD.#507 City-State-Zip: NAPLES FL 34108 City-State-Zip: NAPLES FL 34108 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:THOMAS J. DRUMM VICE PRESIDENT 04/12/2021 Electronic Signature of Signing Officer/Director Detail Date