Fla. Admin. Code tit. 42 | Fla. Admin. Code Title 42 — Florida Land and Water Adjudicatory Commission

Division 42NN Aberdeen Community Development District

Chapter 42NN-1 ABERDEEN COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42NN-1.001 Establishment

The Aberdeen Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 11-5-03.

Fla. Admin. Code R. 42NN-1.002 Boundary

The boundaries of the district are as follows:

A PART OF SECTIONS 3, 4, 5, 9 AND 10, TOWNSHIP 5 SOUTH, RANGE 27 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 9; THENCE NORTH 02°44'57" WEST ALONG THE WEST LINE OF SAID SECTION 9, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID SECTION LINE NORTH 86°42'20" EAST, A DISTANCE OF 485.98 FEET; THENCE NORTH 32°46'32" EAST, A DISTANCE OF 462.32 FEET TO A POINT LYING ON A NORTHERLY BOUNDARY OF A JEA SUBSTATION; THENCE NORTH 89°29'07" EAST ALONG SAID NORTHERLY BOUNDARY LINE, A DISTANCE OF 580.00 FEET; THENCE SOUTH 00°30'53" EAST ALONG THE EASTERLY SIDE OF SAID SUBSTATION, A DISTANCE OF 440.00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID SECTION 9; THENCE NORTH 89°29'07" EAST ALONG SAID SECTION LINE, A DISTANCE OF 4,102.05 FEET; THENCE NORTH 02°41'24" WEST ALONG THE EAST LINE OF SAID SECTION 9, A DISTANCE OF 1,358.28 FEET; THENCE DEPARTING SAID SECTION LINE SOUTH 87°48'11" EAST, A DISTANCE OF 128.44 FEET; THENCE NORTH 00°00'02" EAST, A DISTANCE OF 985.03 FEET TO A POINT ON THE NORTH LINE OF THE UNITED WATER PARCEL; THENCE SOUTH 87°48'16" EAST ALONG SAID NORTH LINE AND AN EASTWARD EXTENSION THEREOF, A DISTANCE OF 2,146.23 FEET; THENCE NORTH 03°57'36" WEST, A DISTANCE OF 3,162.69 FEET; THENCE NORTH 02°35'44" WEST, A DISTANCE OF 2600.00 FEET; THENCE NORTH 62°35'44" WEST, A DISTANCE OF 898.23 FEET; THENCE NORTH 00°46'54" EAST, A DISTANCE OF 2,323.50 FEET TO A POINT ON A NORTH LINE OF SAID SECTION 3; THENCE SOUTH 89°13'18" WEST ALONG THE NORTH LINE OF SAID SECTION 3, A DISTANCE OF 1,500.56 FEET; THENCE SOUTH 00°46'54" WEST ALONG THE WEST LINE OF SAID SECTION 3, A DISTANCE OF 1,331.35 FEET; THENCE SOUTH 00°48'58" EAST, CONTINUING ALONG SAID SECTION LINE, A DISTANCE OF 2,682.06 FEET; THENCE SOUTH 89°34'41" WEST ALONG THE SOUTH LINE OF JULINGTON CREEK PLANTATION, A DISTANCE OF 2,649.95 FEET; THENCE SOUTH 89°32'30" WEST CONTINUING ALONG SAID SOUTH LINE, A DISTANCE OF 1,328.72 FEET; THENCE NORTH 89°30'21" WEST CONTINUING ALONG SAID SOUTH LINE, A DISTANCE OF 1,342.28 FEET; THENCE SOUTH 89°25'38" WEST, A DISTANCE OF 1,345.27 FEET; THENCE SOUTH 00°41'24" EAST ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 5, A DISTANCE OF 1,341.58 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 5; THENCE NORTH 89°25'45" EAST ALONG SAID SECTION LINE, A DISTANCE OF 1,344.92 FEET; THENCE SOUTH 02°44'57" EAST ALONG THE WEST LINE OF SAID SECTION 9, A DISTANCE OF 5,352.09 FEET TO THE POINT OF BEGINNING.

CONTAINING 1267.66 ACRES MORE OR LESS.

ABERDEEN SECTION 17

A PART OF SECTION 17, TOWNSHIP 5 SOUTH, RANGE 27 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 17; THENCE SOUTH 02°39'34" EAST ALONG THE EAST LINE OF SAID SECTION 17, A DISTANCE OF 50.03 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 02°39'34" EAST ALONG SAID SECTION LINE, A DISTANCE OF 2,242.37 FEET; THENCE NORTH 40°43'28" WEST ALONG THE SOUTHWEST LINE OF SAID SECTION 17, A DISTANCE OF 2,930.08 FEET; THENCE DEPARTING SAID SECTION LINE NORTH 89°23'09" EAST, A DISTANCE OF 1,807.72 FEET TO THE POINT OF BEGINNING.

CONTAINING 46.50 ACRES MORE OR LESS.

LESS AND EXCEPT:

JEA MITIGATION PARCEL

A PART OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 27 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 9; THENCE NORTH 89°29'07" EAST ALONG THE SOUTH LINE OF SAID SECTION 9, A DISTANCE OF 1,318.00 FEET; THENCE DEPARTING SAID LINE NORTH 00°30'53" WEST ALONG THE EAST LINE OF A JEA SUBSTATION, A DISTANCE 255.06 FEET TO A POINT ON THE CENTERLINE OF A 130.00 FOOT WIDE JEA POWER LINE EASEMENT; THENCE NORTH 75°43'43" EAST ALONG SAID CENTERLINE, A DISTANCE OF 1,373.36 FEET; THENCE DEPARTING SAID CENTERLINE SOUTH 14°16'17" EAST, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 75°43'43" EAST, A DISTANCE OF 250.00 FEET; THENCE SOUTH 14°16'17" EAST, A DISTANCE OF 199.00 FEET; THENCE SOUTH 75°43'43" WEST, A DISTANCE OF 100.00 FEET; THENCE NORTH 75°54'08" WEST, A DISTANCE OF 113.65 FEET; THENCE SOUTH 87°02'19" WEST, A DISTANCE OF 50.99 FEET; THENCE NORTH 14°16'17" WEST, A DISTANCE OF 135.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 1.01 ACRES MORE OR LESS.

JEA OUTPARCEL

A PART OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 27 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 9; THENCE NORTH 89°29'07" EAST ALONG THE SOUTH LINE OF SAID SECTION 9, A DISTANCE OF 1,318.00 FEET; THENCE DEPARTING SAID LINE NORTH 00°30'53" WEST ALONG THE EAST LINE OF A JEA SUBSTATION, A DISTANCE 255.06 FEET TO A POINT ON THE CENTERLINE OF A 130.00 FOOT WIDE JEA POWER LINE EASEMENT; THENCE NORTH 75°43'43" EAST ALONG SAID CENTERLINE, A DISTANCE OF 1,173.36 FEET; THENCE DEPARTING SAID CENTERLINE SOUTH 14°16'17" EAST, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 75°43'43" EAST, A DISTANCE OF 200.00 FEET; THENCE SOUTH 14°16'17" EAST, A DISTANCE OF 98.14 FEET; THENCE NORTH 71°07'50" WEST, A DISTANCE OF 69.86 FEET; THENCE SOUTH 67°56'24" WEST, A DISTANCE OF 52.06 FEET; THENCE SOUTH 83°42'15" WEST, A DISTANCE OF 50.34 FEET; THENCE SOUTH 70°23'36" WEST, A DISTANCE OF 40.25 FEET; THENCE NORTH 14°16'17" WEST, A DISTANCE OF 63.76 FEET TO THE POINT OF BEGINNING.

CONTAINING 0.31 ACRES MORE OR LESS.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-5-03.

Fla. Admin. Code R. 42NN-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: J. Thomas Gillette, III, Thaddeus Rutherford, Leo Johns, L. Alfredo Rodriguez-Walling, and Charlie Hillyer.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-5-03.

Division 42RR Arborwood Community Development District

Chapter 42RR-1 ARBORWOOD COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42RR-1.001 Establishment

The Arborwood Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Fla. Admin. Code R. 42RR-1.002 Boundary

The boundaries of the District are as follows:

A PARCEL OF LAND LYING IN THE STATE OF FLORIDA, COUNTY OF LEE, LYING IN SECTIONS 2, 3, 10, 11, 12, 13, 14, 15 and 23, TOWNSHIP 45 SOUTH, RANGE 25 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 12; THENCE N. 89°55'59'' E. ALONG THE NORTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 12 FOR 2,593.44 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 12; THENCE CONTINUE N. 89°55'59'' E. ALONG THE NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 12 FOR 69.69 FEET; THENCE S. 01°05'49'' E. FOR 2,646.14 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 12; THENCE N. 89°55'48'' E. ALONG NORTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 12 FOR 2,524.41 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 12; THENCE S. 00°57'31'' E. ALONG THE EAST LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 12 FOR 2,645.06 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 12; THENCE S. 00°40'57'' E. ALONG THE EAST LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 13 FOR 2,647.21 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 13; THENCE S. 00°53'05'' E. ALONG THE EAST LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 13 FOR 2,644.11 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 13; THENCE N. 89°42'21'' W. ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 13 FOR 2,596.61 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 13; THENCE N. 89°42'31'' W. ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION 13 FOR 2,597.48 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 13; THENCE S. 88°09'06'' W. ALONG THE SOUTH LINE OF SECTION 14 FOR 1,353.20 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 14; THENCE S. 00°56'40'' E. ALONG THE WEST LINE OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 23 FOR 1,321.04 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 23; THENCE S. 88°07'27'' W. ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 23 FOR 1,351.52 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 23; THENCE S. 88°07'59'' W. ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 23 FOR 1,353.52 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 23; THENCE N. 01°01'24'' W. ALONG THE WEST LINE OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 23 FOR 909.59 FEET; THENCE N. 13°29'05'' E. FOR 98.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 1,262.50 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14°33'33'' FOR 320.81 FEET; THENCE N. 01°04'28'' W. FOR 2,645.55 FEET TO A POINT ON THE NORTH LINE OF THE EAST HALF (E 1/2) OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION 14; THENCE N. 00°52'49'' W. FOR 843.65 FEET; THENCE S. 89°07'11'' W. FOR 65.00 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 14; THENCE N. 00°52'49'' W. ALONG THE WEST LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 14 FOR 477.57 FEET TO THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE S. 88°18'58'' W. ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 14 FOR 1,357.95 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER (NW 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 14; THENCE S. 89°34'25'' W. ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 15 FOR 640.89 FEET TO AN INTERSECTION WITH THE EAST RIGHT-OF-WAY LINE OF I-75; THENCE N. 08°21'16'' E. ALONG THE EAST RIGHT-OF-WAY LINE OF I-75 FOR 1,925.01 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 5,891.58 FEET; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE OF I-75 AND SAID CURVE THROUGH A CENTRAL ANGLE OF 23°11'09'' FOR 2,384.14 FEET; THENCE N. 14º49'51'' W. ALONG SAID EAST RIGHT-OF-WAY LINE OF I-75 FOR 2,886.26 FEET TO AN INTERSECTION WITH THE CENTERLINE OF A WATER MANAGEMENT EASEMENT DESCRIBED IN OFFICIAL RECORD BOOK 2558, PAGE 2002, LEE COUNTY, FLORIDA; THENCE ALONG SAID CENTERLINE THE FOLLOWING COURSES; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 63º11'11'' FOR AN ARC DISTANCE OF 253.65 FEET, A CHORD BEARING OF S. 75º49'31'' E. A CHORD DISTANCE OF 240.99 FEET TO A POINT OF REVERSE CURVATURE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 710.00 FEET, THROUGH A CENTRAL ANGLE OF 46º08'48'' FOR 571.84 FEET; THENCE N. 89º37'18'' E. FOR 354.32 FEET; THENCE S. 50º15'11'' E. FOR 144.85 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 600.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 84º17'37'' FOR 882.72 FEET, A CHORD BEARING OF N. 87º36'01'' E. A CHORD DISTANCE OF 805.24 FEET; THENCE N. 45º27'12' 'E. FOR 398.60 FEET; THENCE N. 67º03'34'' E. FOR 478.36 FEET; THENCE N. 34º14'49'' E. FOR 127.19 FEET; THENCE N. 23º40'29'' E. FOR 475.63 FEET; THENCE N. 06º52'49'' W. FOR 109.55 FEET; THENCE N. 36º30'44'' E. FOR 109.13 FEET; THENCE N. 20º42'13'' E. FOR 118.75 FEET; THENCE N. 60º38'04'' E. FOR 92.29 FEET; THENCE N. 74º41'42'' E. FOR 85.73 FEET TO AN INTERSECTION WITH THE WESTERLY LINE OF TREELINE BOULEVARD; THENCE ALONG SAID WESTERLY LINE THE FOLLOWING COURSES; THENCE AROUND A CURVE TO THE LEFT, HAVING A RADIUS OF 2,800.06 FEET THROUGH A CENTRAL ANGLE OF 05º12'07'' AN ARC DISTANCE OF 254.22 FEET A CHORD BEARING OF S. 01º14'59'' E., A CHORD DISTANCE OF 254.14 FEET; THENCE S. 03º51'03'' E. FOR 959.31 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,500.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04º28'22'' FOR 195.16 FEET TO THE NORTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 11; THENCE N. 89°04'48'' E. ALONG THE NORTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 11 FOR 576.50 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF SECTION 11; THENCE N. 89°03'32'' E. ALONG THE NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 11 FOR 2,645.22 FEET TO THE POINT OF BEGINNING.

CONTAINING 2479.13 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY (RECORDED AND UNRECORDED, WRITTEN AND UNWRITTEN)

BEARINGS ARE BASED ON THE NORTH LINE OF SECTION 12 BEING N. 89°55'59'' E.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 6-14-04, Amended 6-6-06.

Fla. Admin. Code R. 42RR-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: John Gnagey, Jeff Darragh, Glenn Cribbett, John Asher and Ron Zul.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Division 42HH Bartram Springs Community Development District

Chapter 42HH-1 BARTRAM SPRINGS COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42HH-1.001 Establishment

The Bartram Springs Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-17-02.

Fla. Admin. Code R. 42HH-1.002 Boundary

The boundaries of the District are as follows:

A portion of Sections 28, 29, 32 and 33, together with a portion of Section 48, of the Christopher Minchin Grant, all lying in Township 4 South, Range 28 East, Duval County, Florida, being more particularly described as follows:

For a Point of Reference, commence at the corner common to said Sections 32 and 33, Township 4 South, Range 28 East, said Duval County and Sections 4 and 5, Township 5 South, Range 28 East, St. Johns County, Florida, said corner also lying on the county line dividing said Duval and St. Johns Counties; thence North 89° 04' 41" East, along said county line, 3,281.18 feet; thence North 00° 55' 19" West, departing said county line, 5.00 feet to the Point of Beginning.

From said Point of Beginning, thence South 89° 04' 41" West, 3281.22 feet to a point lying on the line common to said Sections 32 and 33; thence South 89° 33' 42" West, departing said common line, 699.85 feet to the Easterly limited access right of way line of State Road No. 9B, a variable width right of way as established on State Road Department Right of Way Map Section 72002-2513, dated 09-08-92; thence Northwesterly and Northeasterly, along said Easterly limited access right of way line, the following courses: (1) North 40° 25' 37" West, 2,161.10 feet to the Point of Curvature of a curve, concave Northeasterly having a radius of 2,744.79 feet; (2) along the arc of said curve, through a central angle of 14° 47' 23", an arc length of 708.51 feet to the Point of Tangency of said curve, said arc being subtended by a chord bearing and distance of North 33° 01' 55" West, 706.55 feet; (3) North 25° 38' 14" West, 2,143.97 feet to the Point of Curvature of a curve, concave Easterly having a radius of 1,789.86 feet; (4) along the arc of said curve through a central angle of 37° 18' 23", an arc length of 1,165.41 feet to a point on said curve, said arc being subtended by a chord bearing and distance of North 06° 59' 02" West, 1,144.93 feet; (5) North 10° 17' 40" East, along a non-tangent bearing, 500.14 feet; (6) North 11° 40' 10" East, 1,913.60 feet to a point lying on the Southerly line of the North 1/2 of said Section 29; thence North 88° 42' 41" East, departing said Easterly limited access right of way line and along last said line, 2,914.25 feet to the Southwest corner of the Northwest 1/4 of said Section 28; thence North 89° 02' 27" East, along the Southerly line of the Northwest 1/4 of said Section 28, a distance of 233.49 feet to a point lying on the Westerly right of way line of the Florida East Coast Railroad, a 100 foot right of way as now established; thence South 41° 00' 02" East, along said Westerly right of way line, 1,203.71 feet to a point lying on the Westerly line of the Easterly 1/4 of the Northwest 1/4 of the Southwest 1/4 of said Section 28; thence South 00° 59' 05" East, departing said Westerly right of way line and along said Westerly line of the Easterly 1/4, a distance of 424.47 feet to the Southwest corner of said East 1/4 of the Northwest 1/4 of the Southwest 1/4; thence North 88° 54' 34" East, along the Southerly line of said East 1/4, a distance of 355.82 feet to a point lying on the aforementioned Westerly right of way line; thence South 41° 00' 02" East, along said Westerly right of way line, 6,946.50 feet; thence South 81° 44' 38" West, departing said Westerly right of way line, 1,239.95 feet; thence North 89° 51' 10" West, 1,102.07 feet; thence South 10° 16' 03" West, 955.68 feet to the Point of Beginning. Containing 1,025.40 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-17-02.

Fla. Admin. Code R. 42HH-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: J. Thomas Gillette, III, L. Alfredo Rodriguez-Walling, Walter Kehoe, Thaddeus D. Rutherford, and Leo W. Johns.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-17-02.

Division 42N Bayside Improvement Community Development District

Chapter 42N-1 BAYSIDE IMPROVEMENT COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42N-1.001 Creation

Bayside Improvement Community Development District is hereby created. The Florida Land and Water Adjudicatory Commission in authorizing the adoption of this rule and in granting the petition for the establishment of the Bayside Improvement Community Development District has considered the matters set out for its consideration in Section 190.005(1)(e), F.S., including the factors in subparagraphs 1. through 6., of the section. At the same time, the Commission makes no finding or conclusion with regard to consistency of the creation or establishment of the district with any applicable element or portion of the State Comprehensive Plan or of the effective local government comprehensive plan.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 8-14-91.

Fla. Admin. Code R. 42N-1.002 Boundary

The boundaries of the District are as follows:

REVISED DESCRIPTION PARCEL IN SECTIONS 7, 8, 9, 16, 17, 18 and 20, T. 47 S., R. 25 E. LEE COUNTY, FLORIDA

A tract or parcel lying in Sections 7, 8, 9, 16, 17, 18 and 20, Township 47 South, Range 25 East, Lee County, Florida, which tract or parcel is described as follows:

Beginning at the northeast corner of said Section 20 run S 00°35'25'' E for 2,659.47 feet to the southeast corner of the said northeast quarter (NE-1/4) of said Section 20; thence run S 00°38'52'' E for 734.90 feet to an intersection with the approximate centerline of Spring Creek; thence run along said centerline of Spring Creek the following seventeen (17) described courses: (1) S 78°50'00'' W for 181.31 feet; (2) N 34°24'12'' W for 230.22 feet; (3) N 30°59'12'' W for 174.93 feet; (4) N 24°25'16'' E for 120.83 feet; (5) S 65°47'43'' E for 219.32 feet; (6) N 18°24'43'' E for 158.11 feet; (7) N 75°11'47'' W for 351.71 feet; (8) N 65°09'33'' W for 451.88 feet; (9) N 84°18'44'' W for 351.75 feet; (10) N 66°54'31'' W for 445.79 feet; (11) S 63°24'43'' W for 134.16 feet; (12) S 03°23'22'' E for 170.29 feet; (13) S 50°30'17'' W for 220.23 feet; (14) N 84°49'43'' W for 331.36 feet; (15) S 62°13'07'' W for 214.71 feet; (16) S 22°08'36'' W for 291.55 feet; (17) S 72°15'11'' W for 131.22 feet to an intersection with the east line of the southwest quarter (SW-1/4) of said Section 20; thence run N 00°50'19'' W along said east line of said Section 20 for 520.00 feet to the northeast corner of said fraction; thence run S 89°58'37'' W along the north line of said fraction for 290.00 feet to an intersection with the approximate centerline of the most easterly branch of said Spring Creek; thence run along said centerline for the following eight (8) described courses: (1) N 09°13'28'' W for 137.34 feet; (2) N 29°08'22'' W for 590.59 feet; (3) N 38°31'58'' W for 278.03 feet; (4) N 65°16'43'' W for 254.95 feet; (5) N 37°18'28'' W for 286.01 feet; (6) N 32°51'05'' E for 252.39 feet; (7) N 20°11'00'' E for 236.69 feet; (8) N 27°23'47'' W for 369.25 feet; N 89°15'43'' E for 50.00 feet more or less to the easterly shore of said Spring Creek thence run along said easterly shore for 1,220 feet more or less to an intersection with the north line of said Section 20; thence run N 89°15'13'' E along said north line for 970 feet more or less to the northwest corner of the northeast quarter (NE-1/4) of said Section 20; thence run N 00°31'30'' E along the west line of the east half (E-1/2) of said Section 17 for 2,704.38 feet to the North right-of-way of a 30 foot wide road as recorded in Deed Book 305, Page 276, Public Records of Lee County, Florida, said north right-of-way being 30 feet northerly of and parallel to the south line of said North half (N-1/2) of Section 17; thence along said north right-of-way line N 89°59'08" W, 835.70 feet; thence along the lands known locally as Spring Creek Estates, an unrecorded plat, N 00°00'52" E, 510.00 feet; N 89°59'08" W, 885.06 feet to a point of curvature; along an arc of a curve for 231.02 feet, having a radius of 390.00 feet, central angle of 33°56'23", chord of 227.66 feet and chord bearing S 73°02'41" W to a point on the curve; S 00°00'52" W, 167.10 feet; and S 31°38'0" W, 130.70 feet to the northeast corner of lands described in Official Record Book 1194, Page 1085; thence westerly along said lands and the waters of canal 106 feet more or less to the northeast corner of lands described in Official Record Book 1057, Page 38, thence southwesterly and westerly along said lands and said canal 400 feet more or less to the northwest corner of lands described in Official Record Book 1453, Page 495, thence southwesterly along the mean high water line of a canal, 45 feet more or less to the south line of said North half (N -1/2) of said Section 17, thence N 89°59'08" W, 136 feet more or less, to the East 1/4 corner of Section 18, Township 47 South, Range 25 East; thence S 89°58'17" W along the south line of said Lot 2, said line being the basis of bearing, for 1,213.22 feet, said line being southerly property line, to a bulkhead line established by Paul T. O’Hargan, Florida Professional Land Surveyor #1936 and duly approved by the County of Lee on September 27, 1967 and the State of Florida on November 21, 1967; thence the following courses and distances along said bulkhead line: N 56°00'38" W, 265.00 feet, to a point of curvature; along an arc of a curve for 338.95 feet, having a radius of 520.00 feet, central angle of 37°20'50", chord of 332.98 feet and a chord bearing N 37°20'13" W, to a point of tangency; N 18°39'48" W, 481.24 feet to a point of curvature; along an arc of a curve for 104.44 feet, having a radius of 100.00 feet; central angle of 59°50'20", chord of 99.76 feet, and chord bearing N 48°34'58" W, to a point of tangency; N 78°30'08" W, 144.73 feet, to a point of curvature; and along an arc of a curve for 56.48 feet, having a radius of 100.00 feet, central angle of 32°21'45", chord of 55.74 feet, and chord bearing N 62°19'15" W, to a point; thence run N 89°59'08" E leaving said bulkhead line on a line parallel to, and 990.00 feet distant, measured at right angles from, the south line of the aforementioned Government Lot 2 and its westerly extension thereof, for 241 feet, more or less, to the waters of Estero Bay; thence northerly along the waters of Estero Bay for 8,300 feet more or less to an intersection with the north line of the south half (S-1/2) of Government Lot 2 of said Section 7; thence N 89°32'15" E along said north line for 545 feet more or less; thence S 08°50'45" E 199.50 feet; thence N 89°32'15" E 247.50 feet; thence N 89°35'27" E 666.22 feet; thence N 89°32'15" E 239.00 feet to the west right-of-way line of Coconut Road; thence S 01°07'45" E along said West right-of-way line for 488.63 feet; thence S 89°16'14" E along the south right-of-way line of Coconut Road for 5,130.07 feet to the west line of said Section 9; thence along said west line N 00°41'48" W 30.00 feet; thence along said south right-of-way line of Coconut Road S 89°35'50" E 3,164.37 feet to an intersection with the west right-of-way line of Tamiami Trail, US 41; thence S 00°10'56" W along said west right-of-way line for 621.81 feet to a point of curvature; thence southerly 1,040.54 feet along an arc of a circular curve concave to the northeast, having a radius of 5,797.58 feet, through a central angle of 10°17'00" and being subtended by a chord which bears S 04°57'34" E 1,039.14 feet to a point of tangency; thence S 10°06'04" E 938.08 feet to an intersection with the south line of said Section 9; thence along said south line S 89°32'00" W for 708.94 feet to the northeast corner of the northwest quarter (NW-1/4) of Section 16; thence along the east line of said fraction S 00°02'54" W for 2,643.98 feet to the southeast corner of said northwest quarter (NW-1/4) of said Section 16; thence N 89°10'38" E 538.06 feet; thence S 00°06'43" E 1,085.91 feet; thence N 89°06'43" E 744.41 feet to a point on a non-tangential curve on the west right-of-way line of said Tamiami Trail, US 41; thence southerly 50.21 feet along said right-of-way line along the arc of a non-tangential circular curve concave to the east, having a radius of 5,619.58 feet, through a central angle of 00°30'43" being subtended by a chord which bears S 00°22'04" E 50.21 feet to a point of tangency; thence S 00°06'43" E 49.81 feet; thence S 89°06'43" W 300.00 feet; thence S 00°06'43" E 1,445.82 feet to the south line of said Section 16; thence S 89°16'54" W along said south line for 989.41 feet to the southwest corner of the southeast quarter (SE-1/4) of said Section 16; thence S 88°38'34" W along said south line of said Section 16 for 2627.98 feet to the Point of Beginning.

Contains 1,836 acres more or less.

LESS and EXCEPT the following described parcels:

Lands as described in Official Record Book 1713 at Page 1188;

Containing 5.70 acres, more or less.

ALSO

Lands as described in Official Record Book 1677 at Page 3516;

Containing 1.00 acre, more or less.

ALSO

Lands as described in Deed Book 305 at Page 276;

Containing 0.90 acre, more or less.

ALSO

A 50 foot wide roadway easement in Government Lots 2 and 3, Section 7, Township 47 South, Range 25 East, Lee County, Florida lying 25 feet each side of the following described centerline: Beginning at the southeast corner of the northeast quarter (NE-1/4) of said Section 7, run S 89°40'05'' W along the south line of said fraction for 1,091.46 feet to the southwest corner of lands described in Official Record Book 2175 at Page 4216 and the end of the herein described centerline;

Containing 1.25 acres, more or less.

ALSO

The Spring Creek Road right-of-way (50 feet wide) located in the southeast quarter (SE-1/4) of Section 8 and the northeast quarter (NE-1/4) of Section 17, Township 47 South, Range 25 East, Lee County, Florida lying 25 feet each side of the following described centerline: From the northwest corner of the southeast quarter (SE-1/4) of said Section 8 run S 00°53'27'' E along the west line of said fraction for 25.01 feet to the intersection of the south right-of-way line of Coconut Road (50 feet wide right-of-way); thence run along said right-of-way S 89°16'14'' E for 742.10 feet to the centerline of said Spring Creek Road and the Point of Beginning of the above described centerline. From said Point of Beginning run S 00°07'17'' W for 2,610.37 feet to the north line of said Section 17; thence run S 00°07'58'' W for 2,676.17 feet to the end of the herein described centerline; Containing 6.07 acres more or less.

Containing 1821 net acres more or less;

Subject to easements, restrictions, reservations and rights-of-way of record. Bearings are based on the south line of Section 16, Township 47 South, Range 25 East, being S 8838'34" W.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 8-14-91, Ameneded 6-30-02.

Fla. Admin. Code R. 42N-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Tom Peek, Jay Brett, Gene Soloman, Andy de Salvo and John Pistor.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 8-14-91.

Division 42OO Bella Collina Community Development District

Chapter 42OO-1 BELLA COLLINA COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42OO-1.001 Establishment

The Pine Island Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004 and 190.005 FS. History–New 6-14-04.

Fla. Admin. Code R. 42OO-1.002 Boundary

The boundaries of the district are those set forth in Exhibit “5” to the Petition to Expand the Boundaries of the Bella Collina Community Development District filed with the Commission on November 20, 2018, under Commission Case Number CDD-18-004. The Petition to Expand the Boundaries of the Bella Collina Community Development District filed with the Commission on November 20, 2018, under Commission Case Number CDD-18-004, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-10748, and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04, Amended 8-15-19.

Fla. Admin. Code R. 42OO-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Thomas McCarthy, Kyle Meyers, W. Wade Smith, Thomas Britt, and James Cooper.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004. 190.005 FS. History–New 6-14-04.

Division 42RRR Big Island Community Development District

Chapter 42RRR-1 Big Island Community Development District

Fla. Admin. Code R. 42RRR-1.001 District

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-11-18, Repealed 1-29-19.

Fla. Admin. Code R. 42RRR-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-11-18, Repealed 1-29-19.

Fla. Admin. Code R. 42RRR-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-11-18, Repealed 1-29-19.

Division 42Y Brooks of Bonita Springs Community Development District

Chapter 42Y-1 BROOKS OF BONITA SPRINGS COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42Y-1.001 Creation and Establishment

Brooks of Bonita Springs Community Development District.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-23-98.

Fla. Admin. Code R. 42Y-1.002 Boundary

The boundaries of the district are as follows:

DESCRIPTION:

Description of The Brooks CDD Boundary limits

Being a part of Sections 2.3.10 and 11, Township 47 South, Range 25 East, Lee County, Florida.

All that part of Section 2.3.10 and 11, Township 47 South, Range 25 East, Lee County, Florida, being more particularly described as follows:

Beginning at the southeast corner of said Section 10; Thence along the south line of said Section 10 in the following two (2) described courses:

South 88°50'19'' West 2664.18 feet;
South 88°50'37'' West 2540.14 feet to the East Right-of-Way line of Seaboard Coast Railroad;

Thence leaving said south line of Section 10, along said East Right-of-Way line of Seaboard Coast Railroad in the following two (2) described courses:

North 00°59'47'' West 4648.64 feet;
Continue North 00°59'47'' West 2268.16 feet;

Thence leaving said east Right-of-Way line, South 83°46'55'' East 192.72 feet;

Thence South 77°55'23'' East 169.23 feet;

Thence North 71°17'54'' East 139.66 feet;

Thence South 68°38'03'' East 93.81 feet;

Thence North 56°27'43'' East 151.50 feet;

Thence North 38°46'55'' East 99.90 feet;

Thence North 77°48'40'' East 213.76 feet;

Thence North 56°09'42'' East 159.61 feet;

Thence South 53°38'28'' East 139.43 feet;

Thence Southeasterly 347.99 feet along the arc of a tangential circular curve concave to the Northeast, having a radius of 1030.00 feet, through a central angle of 19°21'28'' and being sublended by a chord which bears South 63°19'12'' East 346.34 feet;

Thence South 72°59'56'' East 809.49 feet;

Thence Southeasterly 194.64 feet along the arc of a tangential circular curve concave to the Northeast, having a radius of 1030.00 feet, through a central angle of 10°49'38'' and being sublended by a chord which bears South 78°24'45'' East 194.35 feet;

Thence South 83°49'34'' East 585.05 feet;

Thence Southeasterly 553.03 feet along the arc of a tangential circular curve concave to the Southwest, having a radius of 870.00 feet, through a central angle of 36°25'15'' and being sublended by a chord which bears South 65°36'56'' East 543.76 feet;

Thence South 47°24'19'' East 160.65 feet;

Thence Northeasterly 490.21 feet along the arc of a non-tangential circular curve concave to the Southeast, having a radius of 800.00 feet, through a central angle of 35°06'32'' and being sublended by a chord which bears North 60°05'05'' East 482.58 feet;

Thence North 77°38'21'' East 253.20 feet;

Thence North 13°14'05'' East 46.40 feet;

Thence North 76°34'28'' East 133.02 feet;

Thence North 09°20'29'' East 281.28 feet;

Thence North 03°20'20'' East 148.07 feet;

Thence South 81°30'32'' East 83.39 feet;

Thence North 82°07'16'' East 152.59 feet;

Thence South 31°52'23'' East 341.35 feet;

Thence Northeasterly 411.86 feet along the arc of a non-tangential circular curve concave to the Northwest, having a radius of 690.00 feet, through a central angle of 34°11'58'' and being sublended by a chord which bears North 41°01'38'' East 405.77 feet;

Thence North 23°55'39'' East 315.15 feet;

Thence Northeasterly 518.58 feet along the arc of a tangential circular curve concave to the Southeast, having a radius of 1410.00 feet, through a central angle of 21°04'21'' and being sublended by a chord which bears North 34°27'50'' East 515.66 feet;

Thence North 45°00'00'' East 364.09 feet;

Thence Northeasterly and Northwesterly 86.39 feet along the arc of a tangential circular curve concave to the West, having a radius of 55.00 feet, through a central angle of 90°00'00'' and being sublended by a chord which bears North 00°00'00'' East 77.78 feet to a point of cusp;

Thence South 45°00'00'' East 840.17 feet;

Thence Southeasterly and Southwesterly 3046.91 feet along the arc of a tangential circular curve concave to the West, having a radius of 2326.57 feet, through a central angle of 75°02'07'' and being sublended by a chord which bears South 07°28'57'' East 2833.79 feet;

Thence South 30°02'07'' West 450.00 feet;

Thence Southerly 1185.82 feet along the arc of a tangential circular curve concave to the East, having a radius of 2150.00 feet, through a central angle of 31°36'04'' and being sublended by a chord which bears South 14°14'05'' West 1170.84 feet;

Thence South 01°33'57'' East 447.86 feet;

Thence North 88°26'03'' East 1702.61 feet;

Thence South 01°33'57'' East 765.95 feet;

Thence North 88°26'03'' East 206.76 feet;

Thence South 01°33'57'' East 150.00 feet;

Thence South 84°26'27'' East 1007.78 feet;

Thence South 34°02'13'' East 1303.84 feet;

Thence South 05°56'59'' East 1244.53 feet to the South line of said Section 11; thence along said South line of Section 11 in the following three (3) described courses:

North 82°32'38'' West 2165.67 feet;
North 82°25'17'' West 1350.56 feet;
North 82°29'27'' West 1348.12 feet to the Point of Beginning of the parcel herein described;

Subject to easements and restrictions of record.

Containing 1249.265 Acres more or less.

Bearings are based on the South line of the Southeast 1/4 of said Section 10, being South 88°50'19'' West.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-23-98.

Fla. Admin. Code R. 42Y-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: John M. Gleeson, David H. Graham, Carl Barraco, Laura Agnew, Wayne Falbey.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-23-98.

Division 42Z Brooks of Bonita Springs II Community Development District

Chapter 42Z-1 BROOKS OF BONITA SPRINGS II COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42Z-1.001 Creation and Establishment

The Brooks of Bonita Springs II Community Development District is hereby created and established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-30-99.

Fla. Admin. Code R. 42Z-1.002 Boundary

The boundaries of the District are as follows:

Description of the Brooks at Bonita Springs II CDD Boundary limits. Being a part of Section 35, Township 46 South, Range 25 East, and a part of Sections 2, 3 and 11 Township 47 South, Range 25 East, Lee County, Florida. All that part of Section 35, Township 46 South, Range 25 East, Lee County, Florida and all that part of Section 2, 3 and 11, Township 47 South, Range 25 East Lee County, Florida, being more particularly described as follows: Commencing at the southeast corner of said Section 10; Thence along the south line of said Section 10 in the following two (2) described courses; 1. South 88°50'19" West 2664.18 feet; 2. South 88°50'37" West 2540.14 feet to the East Right-of-Way line of Seaboard Coast Railroad; Thence leaving said south line of Section 10, along said East Right-of-Way line of Seaboard Coast Railroad in the following two (2) described courses; 1. North 00°59'47" West 4648.64 feet; 2. Continue North 00°59'47" West 2268.16 feet to the POINT OF BEGINNING of the parcel herein described. Said point also being the Northwest corner of those lands described in Official Record Book 2988, Pages 3943 and 3944 Public Records of Lee County, Florida. Thence, leaving said lands, continue along said East Right-of-Way line of Seaboard Coast Railroad in the following four (4) described courses; 1. Continuing North 00°59'47" West 1116.83 feet; 2. North 00°56'59" West 1590.73 feet; 3. Northerly, 959.37 feet along the arc of a tangential circular curve concave to the West, having a radius of 5771.40 feet, through a central angle of 09°31'27" and being subtended by a chord which bears North 05°42'43" West 958.27 feet; 4. North 10°28'26" West 77.72 feet to a point on the Southerly Right-of-Way line of Williams Road; Thence leaving said Easterly Right-of-Way line of Seaboard Coast Railroad along said Southerly Right-of-Way line of Williams Road in the following three (3) described courses; 1. North 89°51'03" East 2623.11 feet to the North 1/4 corner of said section 3; 2. North 89°51'33" East 975.29 feet; 3. North 00°08'27" West 100.00 feet to a point on the North line of said Section 3; Thence leaving said Right-of-Way line of Williams Road along said North line of Section 3, North 89°51'33" East 1664.48 feet to the Northeast corner of said Section 3, also being the Southwest corner of said Section 35, Township 46 South, Range 25 East, Lee County, Florida; Thence along the West line of said Section 35, North 00°35'46" West 1320.30 feet to the Northwest corner of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence leaving said West line along the North line of the Southwest 1/4 of the Southwest 1/4 of said Section 35, North 89°55'37" East 1317.26 feet to the Northeast corner of the Southwest 1/4 of the Southwest 1/4 of said Section 35; Thence along the East line of said Southwest 1/4 of the Southwest 1/4 of Section 35, South 00°44'07" East 1318.67 feet to the Southeast corner of said Southwest 1/4 of the Southwest 1/4 of Section 35 and a point on the North line of said Section 2, Township 47 South, Range 25 East; Thence along said North line of Section 2, North 89°51'17" East 1321.50 feet to the North 1/4 corner of said Section 2; Thence continue along said North line of Section 2, North 89°50'12" East 2026.48 feet to a point on the Westerly Right-of-Way line of Interstate 75, a 410 foot Right-of-Way; Thence leaving said North line of Section 2 along said Westerly Right- of-Way line in the following two (2) described courses; 1. Southerly, 826.13 feet along the arc of a non-tangential circular curve concave to the West, having a radius of 5567.58 feet, through a central angle of 08°30'06" and being subtended by a chord which bears South 05°49'00" East 825.37 feet; 2. South 01°33'57" East 4512.58 feet to a point on the North line of said Section 11; Thence continue along Westerly Right-of-Way line of Interstate 75, continuing South 01°33'57" East 1238.06 feet; Thence leaving said Westerly Right-of-Way line, South 04°27'35" West 905.00 feet; Thence South 30°54'19" West 1303.84 feet; Thence South 81°18'33" West 1007.78 feet to a point on the boundary of those lands recorded in Official Record Book 2988, Pages 3943 and 3944, Public Records of Lee County, Florida. Thence along the boundary said lands in the following thirty seven (37) described courses; 1. South 88°26'03" West 206.76 feet; 2. North 01°33'57" West 765.95 feet; 3. South 88°26'03" West 1702.61 feet; 4. North 01°33'57" West 447.86 feet; 5. Northerly, 1185.82 feet along the arc of a tangential circular curve concave to the East, having a radius of 2150.00 feet, through a central angle of 31°36'04" and being subtended by a chord which bears North 14°14'05" East 1170.84 feet; 6. North 30°02'07" East 450.00 feet; 7. Northeasterly and Northwesterly, 3046.91 feet along the arc of a tangential circular curve concave to the West, having a radius of 2326.57 feet, through a central angle of 75°02'07" and being subtended by a chord which bears North 07°28'57" West 2833.79 feet; 8. North 45°00'00" West 840.17 feet to a point of cusp; 9. Southeasterly and Southwesterly, 86.39 feet along the arc of a non-tangential circular curve concave to the West, having a radius of 55.00 feet, through a central angle of 90°00'00" and being subtended by a chord which bears South 00°00'00" East 77.78 feet; 10. South 45°00'00" West 364.09 feet; 11. Southwesterly, 518.58 feet along the arc of a tangential circular curve concave to the Southeast, having a radius of 1410.00 feet, through a central angle of 21°04'21" and being subtended by a chord which bears South 34°27'50" West 515.66 feet; 12. South 23°55'39" West 315.15 feet; 13. Southwesterly, 411.86 feet along the arc of a tangential circular curve concave to the Northwest, having a radius of 690.00 feet, through a central angle of 34°11'58" and being subtended by a chord which bears South 41°01'38" West 405.77 feet to a point on said curve; 14. Leaving said curve, North 31°52'23" West 341.35 feet; 15. South 82°07'16" West 152.59 feet; 16. North 81°30'32" West 83.39 feet; 17. South 03°20'20" East 148.07 feet; 18. South 09°20'29" West 281.28 feet; 19. South 76°34'28" West 133.02 feet; 20. South 13°14'05" West 46.40 feet; 21. South 77°38'21" West 253.20 feet; 22. Southwesterly, 490.21 feet along the arc of a tangential circular curve concave to the Southeast, having a radius of 800.00 feet, through a central angle of 35°06'32" and being subtended by a chord which bears South 60°05'05" West 482.58 feet to a point on said curve; 23. Leaving said curve, North 47°24'19" West 160.65 feet; 24. Northwesterly, 553.03 feet along the arc of a tangential circular curve concave to the Southwest, having a radius of 870.00 feet, through a central angle of 36°25'15" and being subtended by a chord which bears North 65°36'56" West 543.76 feet; 25. North 83°49'34" West 585.05 feet' 26. Westerly, 194.64 feet along the arc of a tangential circular curve concave to the North, having a radius of 1030.00 feet, through a central angle of 10°49'38" and being subtended by a chord which bears North 78°24'45" West 194.35 feet; 27. North 72°59'56" West 809.49 feet; 28. Northwesterly, 347.99 feet along the arc of a tangential circular curve concave to the Northeast, having a radius of 1030.00 feet, through a central angle of 19°21'28" and being subtended by a chord which bears North 63°19'12" West 346.34 feet; 29. North 53°38'28" west 139.43 feet; 30. South 56°09'42" West 159.61 feet; 31. South 77°48'40" West 213.76 feet; 32. South 38°46'55" West 99.90 feet; 33. South 56°27'43" West 151.50 feet; 34. North 68°38'03" West 93.81 feet; 35. South 71°17'54" West 139.66 feet; 36. North 77°55'23" West 169.23 feet; 37. North 83°46'55" West 192.72 feet to the POINT OF BEGINNING of the parcel described. Subject to easements and restrictions of record. Containing 1222.85 Acres more or less. Bearings are based on the South line of the Southeast 1/4 of said Section 10, being South 88°50'19" West.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004,190.005 FS. History–New 11-30-99.

Fla. Admin. Code R. 42Z-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Tom Burgess, David H. Graham, Carl Barraco, Laura Agnew, and Sarah Spaugh.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-30-99.

Division 42CC Capital Region Community Development District

Chapter 42CC-1 CAPITAL REGION COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42CC-1.001 Establishment

The Capital Region Community Development District is hereby established.

History

Rulemaking Authority 190.005, FS. Law Implemented 190.004, 190.005 FS. History–New 2-28-00.

Fla. Admin. Code R. 42CC-1.002 Boundary

The boundaries of the district are as follows:

The following descriptions include all or part of Sections 2, 3, 9, 10, 11, 14, 15, 16, 20, 21, 22, 23, 26, 27, 28 and 29, Township 1 South, Range 1 East, Leon County, Florida.

Portions of Sections 2, 11, 14, 23 and 26, Township 1 South, Range 1 East, more particularly described as follows:

BEGIN at the Northwest corner of Section 26, Township 1 South, Range 1 East; thence run South along the West line of said Section 26 for 451.73 feet more or less to the Northerly right-of-way line of State Road 261-A (Tram Road); thence run South 77 degrees 00 minutes 41 seconds East 191.64 feet; thence run North 495.02 feet more or less to the North line of said Section 26; thence continue North 2,829.68 feet more or less to the beginning of a curve concave to the East; thence Northeasterly along said curve having a radius of 3,444.00 feet through a central angle of 20 degrees 02 minutes 36 seconds for an arc distance of 1,204.80 feet to the end of the curve; thence run North 20 degrees 02 minutes 37 seconds East for 635.00 feet to the beginning of a compound curve concave to the West; thence Northeasterly along said curve having a radius of 1,956.02 feet, through a central angle of 19 degrees 57 minutes 51 seconds for an arc distance of 681.56 feet to the point of compound curvature; thence continue Northerly and Northwesterly along said curve having a radius of 1,956.02 feet; through a central angle of 23 degrees 44 minutes 04 seconds for an arc distance of 810.27 feet to a point of reverse curve concave to the East; thence Northerly along said curve having a radius of 3,144.08 feet, through a central angle of 21 degrees 38 minutes 15 seconds for an arc distance of 1,187.35 feet to the beginning of a curve concave to the East; thence Northerly along said curve having a radius of 4,983.90 feet through a central angle of 12 degrees 57 minutes 37 seconds for an arc distance of 1,127.35 feet; thence run North 00 degrees 09 minutes 48 seconds East for 610.30 feet to the beginning of a curve concave to the West; thence Northerly along said curve having a radius of 10,852.98 feet through a central angle of 04 degrees 30 minutes 46 seconds for an arc distance of 854.79 feet, thence run North 12 degrees 23 minutes 29 seconds West 425.58 feet to the beginning of a curve concave to the Southwest, thence Northwesterly along said curve having a radius of 3,342.64 feet through a central angle of 07 degrees 08 minutes 57 seconds for an arc distance of 417.09 feet to the beginning of a curve concave to the Southwest, thence Northwesterly along said curve having a radius of 3,342.64 feet through a central angle of 01 degrees 25 minutes 18 seconds for an arc distance of 82.93 feet; thence run North 06 degrees 51 minutes 48 seconds East for 945.08 feet to the beginning of a curve concave to the West, thence along said curve having a radius of 2,700.04 feet through a central angle of 03 degrees 50 minutes 52 seconds for an arc distance of 181.33 feet; thence run North 03 degrees 00 minutes 57 seconds East for 4,071.36 feet; thence continue North 03 degrees 00 minutes 57 seconds East for 1,320.00 feet, more or less, to the North line of the South Half of the South Half of Section 2, Township 1 South, Range 1 East; thence run West along said North line of the South Half of the South Half of Section 2 to its intersection with the West line of said Section 2; thence run South along the West section lines of Sections 2, 11, 14 and 23, Township 1 South, Range 1 East to the Northwest corner of Section 26, Township 1 South, Range 1 East and the POINT OF BEGINNING.

LESS AND EXCEPT;

The rights of way for Southwood Plantation Road and Old St. Augustine Road.

ALSO, LESS AND EXCEPT;

That portion of the following description lying within Section 11, Township 1 South, Range 1 East.

COMMENCE at the intersection of the South right-of-way line of State Road No. 364 (Old St. Augustine Road) and the West boundary of the East Half of the Northeast Quarter of Section 10, Township 1 South, Range 1 East, Leon County, Florida; thence run South 76 degrees 57 minutes East along the South right-of-way line of said State Road No. 364 a distance of 670.59 feet to the POINT OF BEGINNING; thence run South 00 degrees 34 minutes 40 seconds East 1,399.27 feet to a concrete monument; thence run South 89 degrees 13 minutes 20 seconds East 648.44 feet to a St. Joe Paper Company concrete monument on the West right-of-way line of Southwood Plantation Road; thence run North 03 degrees 33 minutes 20 seconds East along said West right of way line of Southwood Plantation Road a distance of 1,251.37 feet, more or less, to a concrete monument marking the intersection of the West right-of-way line of Southwood Plantation Road with the South right-of-way line of Old St. Augustine Road; thence run North 76 degrees 57 minutes West along said South right-of-way line of Old St. Augustine Road a distance of 758 feet, more or less, to the POINT OF BEGINNING.

SECTION 3

Commence at the Southwest corner of Section 3, Township 1 South, Range 1 East, and run thence North along the Section line 1,336.6 feet, thence East 880.0 feet to a point which is the POINT OF BEGINNING. From said POINT OF BEGINNING run thence East 1,250.0 feet more or less to a point 500 feet West of a point 1,336.6 North of the Southeast corner of the Southwest Quarter of said Section 3, thence South 1,336.6 feet more or less to the South line of said Section 3, thence West along said South line of Section 3 to a point due South of the point of beginning, thence North 1,336.6 feet more or less to the POINT OF BEGINNING.

AND ALSO;

Begin at the Southwest corner of Section 3, Township 1 South, Range 1 East, thence run North 162.4 feet along the Section line to the South boundary of Old St. Augustine Road, thence southeasterly 845.19 along the South boundary of said road to its intersection with the South Line of said Section 3, thence West along said South line to the POINT OF BEGINNING.

AND ALSO;

Commence at the Northwest corner of the Northwest quarter of the Southeast quarter of Section 3, Township 1 South, Range 1 East, and run thence South 00 degrees 30 minutes West 1,266.8 feet along the quarter-section line, thence South 89 degrees 30 minutes East 647.3 feet, thence South 00 degrees 30 minutes West 13.6 feet, thence South 89 degrees 30 minutes East 336.35 feet to a point which is the POINT OF BEGINNING. From said POINT OF BEGINNING, run thence South 89 degrees 30 minutes East 336.35 feet, thence North 00 degrees 30 minutes East 1,081.3 feet along the East boundary of the Northwest quarter of the Southeast quarter of said Section 3, to a point 207.7 feet South 00 degrees 30 minutes West of the Northeast corner of the Northwest quarter of the Southeast quarter of said Section 3, thence North 89 degrees 30 minutes West 336.35 feet, thence South 00 degrees 30 minutes West 1081.3 feet to the POINT OF BEGINNING.

AND ALSO;

Begin at the Southeast corner of Section 3, Township 1 South, Range 1 East, and thence run North 1495.0 feet along the East boundary of said Section 3, thence West 701.0 feet, thence North 1158.0 feet to a point on the North boundary of the Southeast Quarter of said Section 3, thence West 639.3 feet to the Northwest corner of the East 1/2 of the Southeast quarter of said Section 3, thence South 1,289.0 feet, thence West 672.7 feet, thence North 13.6 feet, thence West 323.15 feet, thence South 537.53 feet, thence West 324.15 feet to a point on the West boundary of the Southeast quarter of said Section 3, which said point is 1,804.33 feet South of the Northwest corner of the Southeast quarter of said Section 3, thence run South 867.4 feet more or less to the South line of said Section 3, thence East along said South line 2,640.0 feet more or less to the POINT OF BEGINNING.

AND ALSO;

Commence at the Southwest corner of the East half of the Northeast quarter of Section 3, Township 1 South, Range 1 East, Leon County, Florida, marked by a one inch iron pipe and run thence South 89 degrees 17 minutes 39 seconds East 429.17 feet to the POINT OF BEGINNING. From said POINT OF BEGINNING run thence South 89 degrees 17 minutes 38 seconds East 142.0 feet to the West boundary of that property described in Official Records Book 1410, Page 1913 of the Public Records of Leon County, Florida, thence North 00 degrees 49 minutes 21 seconds East along said boundary 322.92 feet to the southerly right of way boundary of State Road No. 20 (Apalachee Parkway), thence South 85 degrees 40 minutes 30 seconds West along said boundary 200.81 feet, thence leaving said boundary South 00 degrees 58 minutes 17 seconds West 218.30 feet, thence South 32 degrees 54 minutes 08 seconds East 104.47 feet to the POINT OF BEGINNING.

LESS AND EXCEPT;

Begin at the Southwest corner of the East half of the Northeast quarter of Section 3, Township 1 South, Range 1 East, Leon County, Florida, marked by a one inch iron pipe and run thence North 00 degrees 36 minutes 43 seconds East along the West boundary of that property described in Official Records Book 1306, Page 2238 of the Public Records of Leon County, Florida, 272.53 feet to the Southern right of way boundary of State Road 20 (Apalachee Parkway), thence along said right of way boundary North 83 degrees 40 minutes 30 seconds East 292.77 feet, thence leaving said right of way boundary run South 03 degrees 41 minutes 54 seconds East along the East boundary of said property in Official Records Book 1306, Page 2238 for a distance of 299.09 feet, thence South 89 degrees 17 minutes 38 seconds East 115.01 feet, thence South 32 degrees 53 minutes 35 seconds East 17.31 feet, thence South 00 degrees 35 minutes 30 seconds West 1,171.25 feet, thence South 87 degrees 54 minutes 45 seconds West 777.95 feet to the East boundary of that property described in Official Records Book 610, Page 165 of the Public Records of Leon County, Florida, thence North 00 degrees 41 minutes 14 seconds East along said boundary 1,012.36 feet to the South boundary of that property described in Official Records Book 1257, Page 614 of the Public Records of Leon County, Florida, thence South 89 degrees 11 minutes 08 seconds East along said boundary 336.62 feet, thence North 00 degrees 36 minutes 43 seconds East along the East boundary of said property 211.83 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

The rights of way for Southwood Plantation Road, Old St. Augustine Road and the 100 foot power line right of way conveyed to the City of Tallahassee.

SECTION 9

The Southeast Quarter of the Southeast Quarter of the Southwest Quarter of Section 9, Township 1 South, Range 1 East, less the right-of-way of State Road No. 363 (Capital Circle).

AND ALSO;

That part of the West Half of the Northeast Quarter lying South and East of State Road No. 363 (Capital Circle).

AND ALSO;

The Southeast Quarter of the Northeast Quarter less the North 66 feet thereof.

AND ALSO;

BEGIN at a point 66 feet South of the Southwest corner of the Northeast Quarter of the Northeast Quarter, thence run North 210 feet; thence East 210 feet; thence run South 210 feet; thence run West 210 feet to the POINT OF BEGINNING.

LESS AND EXCEPT;

The 100 foot Power Line right-of-way conveyed to the City of Tallahassee and the right-of-way for State Road No. 363 (Capital Circle).

SECTION 10

All of Section 10, Township 1 South, Range 1 East.

LESS AND EXCEPT;

ALSO, LESS AND EXCEPT;

BEGIN at the Southwest corner of the Southeast Quarter of the Southeast Quarter of Section 10, Township 1 South, Range 1 East, and run thence North 200 feet, thence East 500 feet, thence South 185 feet, thence East 820 feet to the East line of said Section 10, thence South 15 feet to the South line of said Section 10, thence West 1,320 feet, more or less, to the POINT OF BEGINNING, containing 2.57 acres, more or less.

ALSO, LESS AND EXCEPT;

BEGIN at the Southwest corner of the Northwest Quarter of the Northeast Quarter of Section 10, Township 1 South, Range 1 East, thence run East 362 feet, thence run North 385 feet to a point in the center of the St. Augustine Road, thence run in a Northwesterly direction 398 feet to a point on the West boundary of the Northeast Quarter of said Section 10, said point being 579 feet North of the POINT OF BEGINNING, thence run South 579 feet to the POINT OF BEGINNING, except the portion thereof included in the right-of-way of the Old St. Augustine Road.

ALSO, LESS AND EXCEPT;

COMMENCE at the Southeast corner of Section 10, Township 1 South, Range 1 East, Leon County, Florida, and run thence West along the section line a distance of 20 feet, or to the West boundary of Southwood Road, thence North along the West boundary of said Southwood Road, a distance of 40 feet to the POINT OF BEGINNING. From said POINT OF BEGINNING continue thence North along said West boundary 100 feet, thence West parallel to the South line of said Section 10 a distance of 435.6 feet, thence South 100 feet, thence East 435.6 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

BEGIN at the Northeast corner of the Northeast Quarter of the Northwest Quarter of Section 10, Township 1 South, Range 1 East and run West along the North line of said Section 10 for 500 feet; thence run south 456 feet, more or less, to the Northerly right-of-way line of Old St. Augustine Road; thence Southeasterly along the North right-of-way line of Old St. Augustine Road 589 feet, more or less, to the East boundary of the Northwest Quarter of said Section 10; thence North 678.6 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

The rights of way for Old St. Augustine Road, Southwood Plantation Road and the 100 foot power line right of way are conveyed to the City of Tallahassee.

SECTION 15

All of Section 15, Township 1 South, Range 1 East, Leon County, Florida.

LESS AND EXCEPT;

That part of the following described parcel lying in Section 15, Township 1 South, Range 1 East, Leon County, Florida.

Commencing at a concrete monument marking the Southeast corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida, thence run North 00 degrees 13 minutes 37 seconds East 937.73 feet to a nail and cap marking the centerline of the 66 foot right-of-way of Tram Road (County Road No. 259); thence run North 76 degrees 58 minutes 41 seconds West along said centerline 642.68 feet to a nail and cap marking the intersection of the Tram Road Connector (a 120 foot right-of-way) and the centerline of said Tram Road; thence run North 13 degrees 01 minutes 22 seconds East along the centerline of said Tram Road Connector 86.22 feet to a nail and cap marking a point of curve to the right, thence along said curve with a radius of 750.00 feet through a central angle of 23 degrees 16 minutes 48 seconds for an arc length of 304.74 feet (chord of 302.64 feet bears North 24 degrees 39 minutes 46 seconds East) to a nail and cap, thence North 36 degrees 18 minutes 10 seconds East 873.23 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 750.00 feet through a central angle of 16 degrees 01 minutes 06 seconds for an arc length of 209.68 feet (chord of 209.00 feet bears North 28 degrees 17 minutes 37 seconds East) to a nail and cap, thence North 20 degrees 17 minutes 04 seconds East 1,027.50 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 1,228.00 feet through a central angle of 18 degrees 21 minutes 41 seconds for an arc length of 393.53 feet (chord of 391.85 feet bears North 11 degrees 06 minutes 13 seconds East) to a nail and cap, thence North 01 degrees 55 minutes 23 seconds East 381.73 feet to a nail and cap, thence leaving said centerline run North 88 degrees 04 minutes 37 seconds West 60.00 feet to the westerly right of way of Tram Road Connector for the POINT OF BEGINNING. From said POINT OF BEGINNING run South 01 degrees 55 minutes 23 seconds West 199.99 feet to a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 00 minutes 30 seconds for an arc length of 47.13 feet (chord of 42.43 feet bears South 46 degrees 55 minutes 38 seconds West) to a point on the northerly right of way of Shumard Oaks Boulevard (a 140 foot right of way), thence along said roadway as follows: North 88 degrees 04 minutes 07 seconds West 297.19 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 1,153.00 feet through a central angle of 23 degrees 25 minutes 16 seconds for an arc length of 471.32 feet (chord of 468.04 feet bears North 76 degrees 21 minutes 29 seconds West) to a set iron rebar and cap marking a point of reverse curve, thence along said curve with a radius of 806.67 feet through a central angle of 21 degrees 29 minutes 44 seconds for an arc length of 302.64 feet (chord of 300.87 feet bears North 75 degrees 23 minutes 43 seconds West) to a concrete monument, thence North 45 degrees 02 minutes 49 seconds West 16.88 feet to a concrete monument on the easterly right of way of Satellite Boulevard, thence run North 12 degrees 57 minutes 04 seconds East 425.57 feet to a concrete monument, thence North 06 degrees 56 minutes 31 seconds East 313.58 feet to a concrete monument, thence North 00 degrees 03 minutes 25 seconds West 403.16 feet to a concrete monument, thence North 03 degrees 44 minutes 41 seconds East 288.47 feet to an iron rod and cap, thence North 11 degrees 09 minutes 38 seconds East 286.37 feet to a concrete monument, thence North 16 degrees 57 minutes 18 seconds East 242.82 feet to a point on the southerly right of way of a proposed roadway (65 foot right of way); thence run South 73 degrees 00 minutes 38 seconds East along said southerly right of way 412.87 feet to a point of curve to the left having a radius of 1560.50 feet; thence run easterly along said curve through a central angle of 13 degrees 47 minutes 34 seconds for an arc length of 375.66 feet (chord of 374.75 feet bears South 79 degrees 54 minutes 25 seconds East) to a set iron rebar, thence South 86 degrees 48 minutes 12 seconds East 126.21 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 19 minutes 33 seconds for an arc length of 47.29 feet (chord of 42.55 feet bears South 41 degrees 38 minutes 25 seconds East) to a set iron rebar and cap on the westerly right of way of Tram Road Connector (120.00 foot right of way), thence along said westerly right of way run South 03 degrees 31 minutes 21 seconds West 1676.79 feet to a set iron rebar and cap, thence South 01 degrees 55 minutes 23 seconds West 10.84 feet to the POINT OF BEGINNING,

SECTION 16

All of Section 16, Township 1 South, Range 1 East lying East of State Road 261 (Capital Circle).

AND ALSO;

The North 34.99 chains of the East half of the Northwest quarter of Section 16, Township 1 South, Range 1 East, Leon County, Florida, lying West of State Road 261 (Capital Circle).

AND ALSO;

The West half of the Southwest quarter of Section 16, Township 1 South, Range 1 East, Leon County, Florida.

AND ALSO;

All that part of the South 26.66 chains of the East half of the Southwest quarter of Section 16, Township 1 South, Range 1 East, Leon County, Florida, lying West of State Road 261 (Capital Circle).

LESS AND EXCEPT;

The right of way for State Road 261 (Capital Circle), the 100 foot power line right of way conveyed to the City of Tallahassee and the right of way conveyed as the Blair Stone Road Extension recorded in Leon County Official Records Book 2080, Page 1542.

ALSO, LESS AND EXCEPT;

That part of the following described property lying in Section 16, Township 1 South, Range 1 East.

ALSO, LESS AND EXCEPT;

That part of the following described property lying in Section 16, Township 1 South, Range 1 East.

Commencing at a concrete monument marking the Southeast corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida, thence run North 00 degrees 13 minutes 37 seconds East 937.73 feet to a nail and cap marking the centerline of the 66 foot right-of-way of Tram Road (County Road No. 259); thence run North 76 degrees 58 minutes 41 seconds West along said centerline 642.68 feet to a nail and cap marking the intersection of the Tram Road Connector (a 120 foot right-of-way) and the centerline of said Tram Road; thence run North 13 degrees 01 minutes 22 seconds East along the centerline of said Tram Road Connector 86.22 feet to a nail and cap marking a point of curve to the right, thence along said curve with a radius of 750.00 feet through a central angle of 23 degrees 16 minutes 48 seconds for an arc length of 304.74 feet (chord of 302.64 feet bears North 24 degrees 39 minutes 46 seconds East) to a nail and cap, thence North 36 degrees 18 minutes 10 seconds East 873.23 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 750.00 feet through a central angle of 16 degrees 01 minutes 06 seconds for an arc length of 209.68 feet (chord of 209.00 feet bears North 28 degrees 17 minutes 37 seconds East) to a nail and cap, thence North 20 degrees 17 minutes 04 seconds East 1,027.50 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 1,228.00 feet through a central angle of 18 degrees 21 minutes 41 seconds for an arc length of 393.53 feet (chord of 391.85 feet bears North 11 degrees 06 minutes 13 seconds East) to a nail and cap, thence North 01 degrees 55 minutes 23 seconds East 381.73 feet to a nail and cap, thence leaving said centerline run North 88 degrees 04 minutes 37 seconds West 60.00 feet to the westerly right of way of Tram Road Connector for the POINT OF BEGINNING. From said POINT OF BEGINNING run South 01 degrees 55 minutes 23 seconds West 199.99 feet to a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 00 minutes 30 seconds for an arc length of 47.13 feet (chord of 42.43 feet bears South 46 degrees 55 minutes 38 seconds West) to a point on the northerly right of way of Shumard Oaks Boulevard (a 140 foot right of way), thence along said roadway as follows: North 88 degrees 04 minutes 07 seconds West 297.19 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 1,153.00 feet through a central angle of 23 degrees 25 minutes 16 seconds for an arc length of 471.32 feet (chord of 468.04 feet bears North 76 degrees 21 minutes 29 seconds West) to a set iron rebar and cap marking a point of reverse curve, thence along said curve with a radius of 806.67 feet through a central angle of 21 degrees 29 minutes 44 seconds for an arc length of 302.64 feet (chord of 300.87 feet bears North 75 degrees 23 minutes 43 seconds West) to a concrete monument, thence North 45 degrees 02 minutes 49 seconds West 16.88 feet to a concrete monument on the easterly right of way of Satellite Boulevard, thence run North 12 degrees 57 minutes 04 seconds East 425.57 feet to a concrete monument, thence North 06 degrees 56 minutes 31 seconds East 313.58 feet to a concrete monument, thence North 00 degrees 03 minutes 25 seconds West 403.16 feet to a concrete monument, thence North 03 degrees 44 minutes 41 seconds East 288.47 feet to an iron rod and cap, thence North 11 degrees 09 minutes 38 seconds East 286.37 feet to a concrete monument, thence North 16 degrees 57 minutes 18 seconds East 242.82 feet to a point on the southerly right of way of a proposed roadway (65 foot right of way); thence run South 73 degrees 00 minutes 38 seconds East along said southerly right of way 412.87 feet to a point of curve to the left having a radius of 1,560.50 feet; thence run easterly along said curve through a central angle of 13 degrees 47 minutes 34 seconds for an arc length of 375.66 feet (chord of 374.75 feet bears South 79 degrees 54 minutes 25 seconds East) to a set iron rebar, thence South 86 degrees 48 minutes 12 seconds East 126.21 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 19 minutes 33 seconds for an arc length of 47.29 feet (chord of 42.55 feet bears South 41 degrees 38 minutes 25 seconds East) to a set iron rebar and cap on the westerly right of way of Tram Road Connector (120.00 foot right of way), thence along said westerly right of way run South 03 degrees 31 minutes 21 seconds West 1676.79 feet to a set iron rebar and cap, thence South 01 degrees 55 minutes 23 seconds West 10.84 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described property lying in Section 16, Township 1 South, Range 1 East.

COMMENCE at the Northeast corner of Section 16, Township 1 South, Range 1 East, Leon County, Florida, and run thence Southerly along the East boundary of said Section 16 a distance of 5,267.45 feet, thence departing said East boundary of said Section 16 run North 89 degrees 55 minutes West 2,435.48 feet to the POINT OF BEGINNING. From said POINT OF BEGINNING run North 00 degrees 22 minutes East 539.88 feet to a point on a curve concave Northwesterly, thence along said curve having a radius of 1,145.90 feet, through a central angle of 13 degrees 38 minutes 11 seconds for an arc distance of 272.72 feet (chord bears North 85 degrees 10 minutes 09 seconds East 272.08 feet) thence North 78 degrees 21 minutes 04 seconds East 534.04 feet to a point on a curve concave Southwesterly, thence along said curve having a radius of 1,495.50 feet, through a central angle of 28 degrees 41 minutes 51 seconds for an arc distance of 749.04 feet (chord bears South 87 degrees 18 minutes 01 seconds East 741.24 feet), thence South 72 degrees 57 minutes 06 seconds East 648.97 feet, thence South 17 degrees West 242.82 feet, thence South 11 degrees West 286.37 feet, thence South 04 degrees West 288.47 feet, thence South 403.15 feet, thence South 07 degrees West 313.63 feet, thence South 13 degrees West 501.05 feet, thence South 08 degrees West 189.52 feet, thence South 03 degrees West 603.15 feet, thence South 11 degrees East 219.95 feet, thence South 22 degrees West 117.84 feet, thence South 28 degrees West 214.38 feet, thence South 35 degrees 43 minutes 28 seconds West 1,562.52 feet to a point on the Northerly right of way boundary of State Road 261-A (Tram Road), said point being on a curve concave Northeasterly, thence along said Northerly right of way boundary of Tram Road and said curve having a radius of 3,178.52 feet, through a central angle of 02 degrees 14 minutes 42 seconds for an arc distance of 124.54 feet (chord bears South 69 degrees 46 minutes 38 seconds East 124.53 feet) to a point on a curve concave Northeasterly, thence along said curve having a radius of 3,178.52 feet, through a central angle of 08 degrees 47 minutes 00 seconds for an arc distance of 487.26 feet (chord bears North 64 degrees 15 minutes 48 seconds West 486.79 feet), thence North 59 degrees 56 minutes West 733.87 feet, thence departing said Northerly right of way boundary of Tram Road run North 12 degrees 04 minutes 1,851.01 feet to a point on a curve concave Northwesterly, thence along said curve having a radius of 3,944.83 feet, through a central angle of 00 degrees 10 minutes 46 seconds for an arc distance of 12.35 feet (chord bears North 11 degrees 58 minutes 49 seconds East 12.35 feet) to a point on a curve concave Northwesterly, thence along said curve having a radius of 3,944.83 feet, through a central angle of 11 degrees 31 minutes 14 seconds for an arc distance of 793.19 feet (chord bears North 06 degrees 07 minutes 37 seconds East 791.86 feet), thence North 00 degrees 22 minutes 897.83 feet to the POINT OF BEGINNING.

SECTION 20

The East Half of Section 20, Township 1 South, Range 1 East

LESS AND EXCEPT;

That part of the North Half of the North Half of said Section 20 lying North of State Road 261-A (Tram Road).

The right of way for State Road 261-A (Tram Road) and the 100 foot power line right of way conveyed to the City of Tallahassee.

SECTION 21

All of Section 21, Township 1 South, Range 1 East, lying North of State Road 261-A (Tram Road) and the following portion of said Section 21 lying South of Tram Road and West of Capital Circle:

BEGIN at the Southwest corner of Section 21, Township 1 South, Range 1 East, thence run North along the West line of said Section 21 to its intersection with the Southerly right-of-way line of State Road 261-A (Tram Road); thence run Southeasterly along said right-of-way line to the West boundary of that property described as Parcel No. Three in Official Records Book 2006, Page 2252 of the Public Records of Leon County, Florida; thence run South along said boundary and continuation thereof for 1002.3, more or less, to the North boundary of that property described in Official Records Book 1225, Page 2379 of the Public Records of Leon County, Florida; thence run South along the West boundary of said property described in Official Records Book 1225, Page 2379 and a continuation thereof to the South line of said Section 21; thence run West for 660 feet, more or less, to the Southwest corner of said Section 21 and the POINT OF BEGINNING.

AND ALSO;

The following described parcel lying in Sections 21 and 22, Township 1 South, Range 1 East, Leon County, Florida.

Commencing at a concrete monument marking the Southeast corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida, thence run North 00 degrees 13 minutes 37 seconds East 937.73 feet to a nail and cap marking the centerline of the 66 foot right-of-way of Tram Road (County Road No. 259); thence run North 76 degrees 58 minutes 41 seconds West along said centerline 642.68 feet to a nail and cap marking the intersection of the Tram Road Connector (a 120 foot right-of-way) and the centerline of said Tram Road; thence run North 13 degrees 01 minutes 22 seconds East along the centerline of said Tram Road Connector 86.22 feet; thence leaving said centerline run North 76 degrees 58 minutes 38 seconds West 60.00 feet to a concrete monument on the westerly right-of-way boundary of said Tram Road Connector, thence run South 13 degrees 01 minutes 22 seconds West along said westerly right-of-way 53.22 feet to a concrete monument marking the north right-of-way boundary of said Tram Road; thence run North 76 degrees 58 minutes 41 seconds West along said northerly right-of-way of Tram Road 766.36 feet to a set iron rod and cap marking a point of curve to the right, thence run northwesterly along said right of way curve with a radius of 3,172.07 feet through a central angle of 06 degrees 02 minutes 20 seconds for an arc distance of 334.34 feet (chord bears North 73 degrees 57 minutes 31 seconds West 334.18 feet) to a concrete monument marking the easterly boundary of the existing Capital Circle Office Center; thence leaving said northerly right-of-way run North 35 degrees 42 minutes 40 seconds East 1,562.71 feet to a concrete monument; thence run North 27 degrees 52 minutes 52 seconds East 214.31 feet to a concrete monument; thence run North 21 degrees 57 minutes 48 seconds East 22.24 feet to an iron rod and cap to the POINT OF BEGINNING. From said POINT OF BEGINNING thence continue North 21 degrees 57 minutes 48 seconds East 95.89 feet to a concrete monument, thence run North 10 degrees 53 minutes 34 seconds East 219.79 feet to a concrete monument, thence run North 02 degrees 57 minutes 51 seconds East 603.14 feet to a concrete monument, thence run North 07 degrees 58 minutes 29 seconds East 112.07 feet to a point on the southerly right of way boundary of Shumard Oak Boulevard and a curve concave southwesterly, thence run southeasterly along said right of way curve with a radius of 666.67 feet through a central angle of 24 degrees 05 minutes 36 seconds for an arc distance of 280.34 feet (chord of 278.28 feet bears South 76 degrees 41 minutes 39 seconds East) to a point of reverse curve to the left, thence run southeasterly along said curve with a radius of 1293.00 feet through a central angle of 23 degrees 25 minutes 16 seconds for an arc distance of 528.55 feet (chord of 524.87 feet bears South 76 degrees 21 minutes 29 seconds East), thence run South 88 degrees 04 minutes 07 seconds East 297.07 feet to a point of curve to the right, thence run southeasterly along said curve with a radius of 30.00 feet through a central angle of 90 degrees 54 minutes 41 seconds for an arc distance of 47.60 feet (chord of 42.76 feet bears South 42 degrees 36 minutes 47 seconds East) to a point of curve to the right and the westerly right of way boundary of Tram Road Connector, thence run southwesterly along said right of way curve with a radius of 1168.00 feet through a central angle of 17 degrees 26 minutes 30 seconds for an arc distance of 355.56 feet (chord of 354.19 feet bears South 11 degrees 33 minutes 49 seconds West), thence run South 20 degrees 17 minutes 04 seconds West 816.47 feet, thence leaving said westerly right of way boundary run North 69 degrees 42 minutes 56 seconds West 934.79 feet to the POINT OF BEGINNING.

AND ALSO;

The existing St. Joe Corp. property lying in the Southeast Quarter of Section 21, Township 1 South, Range 1 East, Leon County, Florida lying south of Tram Road (know as Tax ID parcel 31-21-20-002-000.0).

LESS AND EXCEPT;

The right-of-way of State Road No. 263 (Capital Circle), the right-of-way of State Road No. 261-A (Tram Road), and the 100 foot Power Line right-of-way deeded to the City of Tallahassee.

ALSO, LESS AND EXCEPT;

BEGIN at a point on the West line of Section 21, Township 1 South, Range 1 East, said point being 1,326.2 feet North of the Southwest corner of the Northwest Quarter of the Southwest Quarter of said Section 21, and run thence East 100 feet, thence North 01 degrees 58 minutes West for 390.25 feet to a point on the South boundary of the right-of-way of the public road, thence Northwesterly along said right-of-way boundary for 100 feet to a point on the West line of said Section 21, thence South along the Section line for 440 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying in Section 21, Township 1 South, Range 1 East, Leon County, Florida.

Commencing at a concrete monument marking the Southeast corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida, thence run North 00 degrees 13 minutes 37 seconds East 937.73 feet to a nail and cap marking the centerline of the 66 foot right-of-way of Tram Road (County Road No. 259); thence run North 76 degrees 58 minutes 41 seconds West along said centerline 642.68 feet to a nail and cap marking the intersection of the Tram Road Connector (a 120 foot right-of-way) and the centerline of said Tram Road; thence run North 13 degrees 01 minutes 22 seconds East along the centerline of said Tram Road Connector 86.22 feet to a nail and cap marking a point of curve to the right, thence along said curve with a radius of 750.00 feet through a central angle of 23 degrees 16 minutes 48 seconds for an arc length of 304.74 feet (chord of 302.64 feet bears North 24 degrees 39 minutes 46 seconds East) to a nail and cap, thence North 36 degrees 18 minutes 10 seconds East 873.23 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 750.00 feet through a central angle of 16 degrees 01 minutes 06 seconds for an arc length of 209.68 feet (chord of 209.00 feet bears North 28 degrees 17 minutes 37 seconds East) to a nail and cap, thence North 20 degrees 17 minutes 04 seconds East 1,027.50 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 1,228.00 feet through a central angle of 18 degrees 21 minutes 41 seconds for an arc length of 393.53 feet (chord of 391.85 feet bears North 11 degrees 06 minutes 13 seconds East) to a nail and cap, thence North 01 degrees 55 minutes 23 seconds East 381.73 feet to a nail and cap, thence leaving said centerline run North 88 degrees 04 minutes 37 seconds West 60.00 feet to the westerly right of way of Tram Road Connector for the POINT OF BEGINNING. From said POINT OF BEGINNING run South 01 degrees 55 minutes 23 seconds West 199.99 feet to a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 00 minutes 30 seconds for an arc length of 47.13 feet (chord of 42.43 feet bears South 46 degrees 55 minutes 38 seconds West) to a point on the northerly right of way of Shumard Oaks Boulevard (a 140 foot right of way), thence along said roadway as follows: North 88 degrees 04 minutes 07 seconds West 297.19 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 1,153.00 feet through a central angle of 23 degrees 25 minutes 16 seconds for an arc length of 471.32 feet (chord of 468.04 feet bears North 76 degrees 21 minutes 29 seconds West) to a set iron rebar and cap marking a point of reverse curve, thence along said curve with a radius of 806.67 feet through a central angle of 21 degrees 29 minutes 44 seconds for an arc length of 302.64 feet (chord of 300.87 feet bears North 75 degrees 23 minutes 43 seconds West) to a concrete monument, thence North 45 degrees 02 minutes 49 seconds West 16.88 feet to a concrete monument on the easterly right of way of Satellite Boulevard, thence run North 12 degrees 57 minutes 04 seconds East 425.57 feet to a concrete monument, thence North 06 degrees 56 minutes 31 seconds East 313.58 feet to a concrete monument, thence North 00 degrees 03 minutes 25 seconds West 403.16 feet to a concrete monument, thence North 03 degrees 44 minutes 41 seconds East 288.47 feet to an iron rod and cap, thence North 11 degrees 09 minutes 38 seconds East 286.37 feet to a concrete monument, thence North 16 degrees 57 minutes 18 seconds East 242.82 feet to a point on the southerly right of way of a proposed roadway (65 foot right of way); thence run South 73 degrees 00 minutes 38 seconds East along said southerly right of way 412.87 feet to a point of curve to the left having a radius of 1560.50 feet; thence run Easterly along said curve through a central angle of 13 degrees 47 minutes 34 seconds for an arc length of 375.66 feet (chord of 374.75 feet bears South 79 degrees 54 minutes 25 seconds East) to a set iron rebar, thence South 86 degrees 48 minutes 12 seconds East 126.21 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 19 minutes 33 seconds for an arc length of 47.29 feet (chord of 42.55 feet bears South 41 degrees 38 minutes 25 seconds East) to a set iron rebar and cap on the westerly right of way of Tram Road Connector (120.00 foot right of way), thence along said westerly right of way run South 03 degrees 31 minutes 21 seconds West 1,676.79 feet to a set iron rebar and cap, thence South 01 degrees 55 minutes 23 seconds West 10.84 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

COMMENCE at the Northeast corner of Section 16, Township 1 South, Range 1 East, Leon County, Florida, and run thence Southerly along the East boundary of said Section 16 a distance of 5,267.45 feet, thence departing said East boundary of said Section 16 run North 89 degrees 55 minutes West 2,435.48 feet to the POINT OF BEGINNING. From said POINT OF BEGINNING run North 00 degrees 22 minutes East 539.88 feet to a point on a curve concave Northwesterly, thence along said curve having a radius of 1,145.90 feet, through a central angle of 13 degrees 38 minutes 11 seconds for an arc distance of 272.72 feet (chord bears North 85 degrees 10 minutes 09 seconds East 272.08 feet) thence North 78 degrees 21 minutes 04 seconds East 534.04 feet to a point on a curve concave Southwesterly, thence along said curve having a radius of 1,495.50 feet, through a central angle of 28 degrees 41 minutes 51 seconds for an arc distance of 749.04 feet (chord bears South 87 degrees 18 minutes 01 seconds East 741.24 feet), thence South 72 degrees 57 minutes 06 seconds East 648.97 feet, thence South 17 degrees West 242.82 feet, thence South 11 degrees West 286.37 feet, thence South 04 degrees West 288.47 feet, thence South 403.15 feet, thence South 07 degrees West 313.63 feet, thence South 13 degrees West 501.05 feet, thence South 08 degrees West 189.52 feet, thence South 03 degrees West 603.15 feet, thence South 11 degrees East 219.95 feet, thence South 22 degrees West 117.84 feet, thence South 28 degrees West 214.38 feet, thence South 35 degrees 43 minutes 28 seconds West 1,562.52 feet to a point on the Northerly right of way boundary of State Road 261-A (Tram Road), said point being on a curve concave Northeasterly, thence along said Northerly right of way boundary of Tram Road and said curve having a radius of 3,178.52 feet, through a central angle of 02 degrees 14 minutes 42 seconds for an arc distance of 124.54 feet (chord bears South 69 degrees 46 minutes 38 seconds East 124.53 feet) to a point on a curve concave Northeasterly, thence along said curve having a radius of 3,178.52 feet, through a central angle of 08 degrees 47 minutes 00 seconds for an arc distance of 487.26 feet (chord bears North 64 degrees 15 minutes 48 seconds West 486.79 feet), thence North 59 degrees 56 minutes West 733.87 feet, thence departing said Northerly right of way boundary of Tram Road run North 12 degrees 04 minutes 1,851.01 feet to a point on a curve concave Northwesterly, thence along said curve having a radius of 3944.83 feet, through a central angle of 00 degrees 10 minutes 46 seconds for an arc distance of 12.35 feet (chord bears North 11 degrees 58 minutes 49 seconds East 12.35 feet) to a point on a curve concave Northwesterly, thence along said curve having a radius of 3,944.83 feet, through a central angle of 11 degrees 31 minutes 14 seconds for an arc distance of 793.19 feet (chord bears North 06 degrees 07 minutes 37 seconds East 791.86 feet), thence North 00 degrees 22 minutes 897.83 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described right of way of Satellite Boulevard, Shumard Oak Boulevard, and Tram Road Connector lying in Sections 21 and 22, Township 1 South, Range 1 East, Leon County, Florida.

COMMENCE at the Northeast corner of Section 16, Township 1 South, Range 1 East, Leon County, Florida, and run thence Southerly along the East boundary of said Section 16 a distance of 5,267.45 feet, thence departing said East boundary of said Section 16 run North 89 degrees 55 minutes West 2,435.48 feet to the POINT OF BEGINNING. From said POINT OF BEGINNING run North 00 degrees 22 minutes East 539.88 feet to a point on a curve concave Northwesterly, thence along said curve having a radius of 1,145.90 feet, through a central angle of 13 degrees 38 minutes 11 seconds for an arc distance of 272.72 feet (chord bears North 85 degrees 10 minutes 09 seconds East 272.08 feet) thence North 78 degrees 21 minutes 04 seconds East 534.04 feet to a point on a curve concave Southwesterly, thence along said curve having a radius of 1495.50 feet, through a central angle of 28 degrees 41 minutes 51 seconds for an arc distance of 749.04 feet (chord bears South 87 degrees 18 minutes 01 seconds East 741.24 feet), thence South 72 degrees 57 minutes 06 seconds East 648.97 feet, thence South 17 degrees West 242.82 feet, thence South 11 degrees West 286.37 feet, thence South 04 degrees West 288.47 feet, thence South 403.15 feet, thence South 07 degrees West 313.63 feet, thence South 13 degrees West 501.05 feet, thence South 08 degrees West 189.52 feet, thence South 03 degrees West 603.15 feet, thence South 11 degrees East 219.95 feet, thence South 22 degrees West 117.84 feet, thence South 28 degrees West 214.38 feet, thence South 35 degrees 43 minutes 28 seconds West 1562.52 feet to a point on the Northerly right of way boundary of State Road 261-A (Tram Road), said point being on a curve concave Northeasterly, thence along said Northerly right of way boundary of Tram Road and said curve having a radius of 3,178.52 feet, through a central angle of 02 degrees 14 minutes 42 seconds for an arc distance of 124.54 feet (chord bears South 69 degrees 46 minutes 38 seconds East 124.53 feet) to a point on a curve concave Northeasterly, thence along said curve having a radius of 3,178.52 feet, through a central angle of 08 degrees 47 minutes 00 seconds for an arc distance of 487.26 feet (chord bears North 64 degrees 15 minutes 48 seconds West 486.79 feet), thence North 59 degrees 56 minutes West 733.87 feet, thence departing said Northerly right of way boundary of Tram Road run North 12 degrees 04 minutes 1,851.01 feet to a point on a curve concave Northwesterly, thence along said curve having a radius of 3,944.83 feet, through a central angle of 00 degrees 10 minutes 46 seconds for an arc distance of 12.35 feet (chord bears North 11 degrees 58 minutes 49 seconds East 12.35 feet) to a point on a curve concave Northwesterly, thence along said curve having a radius of 3,944.83 feet, through a central angle of 11 degrees 31 minutes 14 seconds for an arc distance of 793.19 feet (chord bears North 06 degrees 07 minutes 37 seconds East 791.86 feet), thence North 00 degrees 22 minutes 897.83 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

From said POINT OF BEGINNING, continue North 36 degrees 20 minutes 50 seconds East, along said easterly right-of-way boundary, a distance of 341.40 feet; thence South 53 degrees 39 minutes 10 seconds East, leaving said easterly right-of-way boundary, a distance of 80.41 feet; thence South 24 degrees 32 minutes 39 seconds East a distance of 102.95 feet; South 22 degrees 38 minutes 05 seconds West a distance of 140.69 feet to a point of curve to the right; thence Southwesterly, along said curve, on a radius of 125.00 feet, through a central angle of 103 degrees 42 minutes 45 seconds, an arc distance of 226.27 feet (chord of 196.62 feet bears South 74 degrees 29 minutes 27 seconds West) to a point of tangency; thence North 53 degrees 39 minutes 10 seconds West a distance of 82.27 feet to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

From said POINT OF BEGINNING, thence North 67 degrees 40 minutes 20 seconds West a distance of 81.70 feet to a point of curve to the right; thence Northwesterly, along said curve, on a radius of 110.00 feet, an arc distance of 195.69 feet (chord of 170.89 feet bears North 16 degrees 42 minutes 26 seconds West) to a point of reverse curve; thence Northeasterly, along said curve, on a radius of 140.00 feet; through a central angle of 41 degrees 09 minutes 41 seconds, an arc distance of 100.58 feet (chord of 98.43 feet bears North 13 degrees 40 minutes 37 seconds East) to a point of reverse curve; thence Northeasterly, along said curve, on a radius of 150.00 feet, through a central angle of 65 degrees 22 minutes 28 seconds, an arc distance of 171.15 feet (chord of 162.02 feet bears North 25 degrees 47 minutes 01 seconds East) to a point of tangency; thence North 58 degrees 28 minutes 15 seconds East a distance of 108.90 feet; thence South 69 degrees 40 minutes 16 seconds East a distance of 113.74 feet to the westerly right-of-way boundary of said Tram Connector; thence South 20 degrees 19 minutes 44 seconds West a distance of 459.89 feet to a point of curve to the right; thence Southwesterly, along said curve, on a radius of 690.00 feet, through a central angle of 01 degrees 59 minutes 56 seconds, an arc distance of 24.07 feet (chord of 24.07 feet bears South 21 degrees 19 minutes 42 seconds West) to the POINT OF BEGINNING.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

COMMENCING at a concrete monument marking the Southeast Corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida: thence North 00 degrees 16 minutes 20 seconds East a distance of 971.56 feet to the northerly right-of-way boundary of Tram Road (County Road 259 ‒ 66' Right-of-way); thence North 76 degrees 55 minutes 58 seconds West, along said northerly right-of-way boundary, a distance of 1,461.36 feet to a point of curve to the right; thence Northwesterly, along said northerly right-of-way curve, on a radius of 3,173.42 feet, through a central angle of 06 degrees 02 minutes 35 seconds, an arc distance of 334.71 feet (chord of 334.55 feet bears North 73 degrees 54 minutes 41 seconds West) to the easterly boundary of the Capital Circle Office Center; thence along said easterly boundary as follows: North 35 degrees 45 minutes 00 seconds East a distance of 1,562.75 feet; thence North 27 degrees 54 minutes 38 seconds East a distance of 214.56 feet; thence North 22 degrees 00 minutes 33 seconds East a distance of 117.90 feet; thence North 10 degrees 57 minutes 24 seconds East a distance of 219.90 feet; thence North 03 degrees 00 minutes 34 seconds East a distance of 403.26 feet to the POINT OF BEGINNING. From said POINT OF BEGINNING, thence continue North 03 degrees 00 minutes 34 seconds East, along said easterly right-of-way boundary of Capital Circle Office Center, a distance of 200.00 feet; thence North 07 degrees 59 minutes 51 seconds East a distance of 111.96 feet to a point on a curve concave to the south for the southerly right-of-way boundary of Shumard Oak Boulevard (proposed 140' Right-of-way extension); thence Easterly, leaving said easterly boundary of Capital Circle Office Center, along said curve, on a radius of 666.68 feet, through a central angle of 24 degrees 07 minutes 25 seconds, an arc distance of 280.70 feet (chord of 278.63 feet bears South 75 degrees 39 minutes 54 seconds East); thence South 23 degrees 59 minutes 03 seconds West, leaving said southern right-of-way boundary of Shumard Oak Boulevard, a distance of 48.29 feet to a point of curve to the left; thence Southwesterly, along said curve, on a radius of 140.00 feet, through a central angle of 52 degrees 35 minutes 41 seconds, an arc distance of 128.51 feet (chord of 124.05 feet bears South 02 degrees 18 minutes 47 seconds West) to a point of reverse curve; thence Southeasterly, along said curve, on a radius of 140.00 feet, through a central angle of 42 degrees 21 minutes 34 seconds, an arc distance of 103.50 feet (chord of 101.16 feet bears South 07 degrees 25 minutes 51 seconds East); thence South 13 degrees 44 minutes 56 seconds West a distance of 101.60 feet; thence South 76 degrees 08 minutes 21 seconds West a distance of 73.52 feet to a point on a curve concave to the northeast; thence Northwesterly, along said curve, on a radius of 320.00 feet, through a central angle of 33 degrees 52 minutes 27 seconds, an arc distance of 189.19 feet (chord of 186.45 feet bears North 43 degrees 46 minutes 53 seconds West) to a point on a line; thence North 86 degrees 59 minutes 26 seconds West a distance of 71.22 feet to the POINT OF BEGINNING.

SECTION 22

All of Section 22, Township 1 South, Range 1 East, Leon County, lying North of State Road 261-A (Tram Road).

LESS AND EXCEPT;

That part of the following described parcel lying Section 22, Township 1 South, Range 1 East, Leon County, Florida.

Commencing at a concrete monument marking the Southeast corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida, thence run North 00 degrees 13 minutes 37 seconds East 937.73 feet to a nail and cap marking the centerline of the 66 foot right-of-way of Tram Road (County Road No. 259); thence run North 76 degrees 58 minutes 41 seconds West along said centerline 642.68 feet to a nail and cap marking the intersection of the Tram Road Connector (a 120 foot right-of-way) and the centerline of said Tram Road; thence run North 13 degrees 01 minutes 22 seconds East along the centerline of said Tram Road Connector 86.22 feet to a nail and cap marking a point of curve to the right, thence along said curve with a radius of 750.00 feet through a central angle of 23 degrees 16 minutes 48 seconds for an arc length of 304.74 feet (chord of 302.64 feet bears North 24 degrees 39 minutes 46 seconds East) to a nail and cap, thence North 36 degrees 18 minutes 10 seconds East 873.23 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 750.00 feet through a central angle of 16 degrees 01 minutes 06 seconds for an arc length of 209.68 feet (chord of 209.00 feet bears North 28 degrees 17 minutes 37 seconds East) to a nail and cap, thence North 20 degrees 17 minutes 04 seconds East 1,027.50 feet to a nail and cap marking a point of curve to the left, thence along said curve with a radius of 1,228.00 feet through a central angle of 18 degrees 21 minutes 41 seconds for an arc length of 393.53 feet (chord of 391.85 feet bears North 11 degrees 06 minutes 13 seconds East) to a nail and cap, thence North 01 degrees 55 minutes 23 seconds East 381.73 feet to a nail and cap, thence leaving said centerline run North 88 degrees 04 minutes 37 seconds West 60.00 feet to the westerly right of way of Tram Road Connector for the POINT OF BEGINNING. From said POINT OF BEGINNING run South 01 degrees 55 minutes 23 seconds West 199.99 feet to a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 00 minutes 30 seconds for an arc length of 47.13 feet (chord of 42.43 feet bears South 46 degrees 55 minutes 38 seconds West) to a point on the northerly right of way of Shumard Oaks Boulevard (a 140 foot right of way), thence along said roadway as follows: North 88 degrees 04 minutes 07 seconds West 297.19 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 1153.00 feet through a central angle of 23 degrees 25 minutes 16 seconds for an arc length of 471.32 feet (chord of 468.04 feet bears North 76 degrees 21 minutes 29 seconds West) to a set iron rebar and cap marking a point of reverse curve, thence along said curve with a radius of 806.67 feet through a central angle of 21 degrees 29 minutes 44 seconds for an arc length of 302.64 feet (chord of 300.87 feet bears North 75 degrees 23 minutes 43 seconds West) to a concrete monument, thence North 45 degrees 02 minutes 49 seconds West 16.88 feet to a concrete monument on the easterly right of way of Satellite Boulevard, thence run North 12 degrees 57 minutes 04 seconds East 425.57 feet to a concrete monument, thence North 06 degrees 56 minutes 31 seconds East 313.58 feet to a concrete monument, thence North 00 degrees 03 minutes 25 seconds West 403.16 feet to a concrete monument, thence North 03 degrees 44 minutes 41 seconds East 288.47 feet to an iron rod and cap, thence North 11 degrees 09 minutes 38 seconds East 286.37 feet to a concrete monument, thence North 16 degrees 57 minutes 18 seconds East 242.82 feet to a point on the southerly right of way of a proposed roadway (65 foot right of way); thence run South 73 degrees 00 minutes 38 seconds East along said southerly right of way 412.87 feet to a point of curve to the left having a radius of 1,560.50 feet; thence run easterly along said curve through a central angle of 13 degrees 47 minutes 34 seconds for an arc length of 375.66 feet (chord of 374.75 feet bears South 79 degrees 54 minutes 25 seconds East) to a set iron rebar, thence South 86 degrees 48 minutes 12 seconds East 126.21 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 19 minutes 33 seconds for an arc length of 47.29 feet (chord of 42.55 feet bears South 41 degrees 38 minutes 25 seconds East) to a set iron rebar and cap on the westerly right of way of Tram Road Connector (120.00 foot right of way), thence along said westerly right of way run South 03 degrees 31 minutes 21 seconds West 1,676.79 feet to a set iron rebar and cap, thence South 01 degrees 55 minutes 23 seconds West 10.84 feet to the POINT OF BEGINNING, containing 45.938 acres more or less.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 21, Township 1 South, Range 1 East, Leon County, Florida.

ALSO, LESS AND EXCEPT;

That part of the following described parcel lying Section 22, Township 1 South, Range 1 East, Leon County, Florida.

SECTION 27

That portion of Section 27, Township 1 South, Range 1 East, lying North of the right of way of State Road 261-A (Tram Road).

SECTIONS 28 and 29

Any portions of the North Half of Sections 28 and 29, Township 1 South, Range 1 East, which may be found to lie North of State Road 261 (Capital Circle).

AND ALSO

A 45.94-acre parcel lying in Sections 15, 16, 21 and 22 of Township 1 South, Range 1 South, Leon County, Florida and being recorded in Official Records Book 2245, Page 40 of the Public Records of Leon County, Florida as follows:

Commencing at a concrete monument marking the Southeast corner of Section 21, Township 1 South, Range 1 East, Leon County, Florida, thence run North 00 degrees 13 minutes 37 seconds East 937.73 feet to a nail and cap marking the centerline of the 66 foot right-of-way of Tram Road (County Road No. 259); thence run North 76 degrees 58 minutes 41 seconds West along said centerline 642.68 feet to a nail and cap marking the intersection of the centerline of Four Oaks Boulevard (a 120 foot right-of-way) and the centerline of said Tram Road; thence run North 13 degrees 01 minutes 22 seconds East along the centerline of said Tram Road Connector 86.22 feet to a iron rod and cap marking a point of curve to the right, thence along said curve with a radius of 750.00 feet through a central angle of 23 degrees 16 minutes 48 seconds for an arc length of 304.74 feet (chord of 302.64 feet bears North 24 degrees 39 minutes 46 seconds East) to a iron rod and cap, thence North 36 degrees 18 minutes 10 seconds East 873.23 feet to a iron rod and cap marking a point of curve to the left, thence along said curve with a radius of 750.00 feet through a central angle of 16 degrees 01 minutes 06 seconds for an arc length of 209.68 feet (chord of 209.00 feet bears North 28 degrees 17 minutes 37 seconds East) to a iron rod and cap, thence North 20 degrees 17 minutes 04 seconds East 1,027.50 feet to a iron rod and cap marking a point of curve to the left, thence along said curve with a radius of 1,228.00 feet through a central angle of 18 degrees 21 minutes 41 seconds for an arc length of 393.53 feet (chord of 391.85 feet bears North 11 degrees 06 minutes 13 seconds East) to a iron rod and cap, thence North 01 degrees 55 minutes 23 seconds East 381.73 feet to a iron rod and cap, thence leaving said centerline run North 88 degrees 04 minutes 37 seconds West 60.00 feet to the westerly right of way of Tram Road Connector for the POINT OF BEGINNING. From said POINT OF BEGINNING run South 01 degrees 55 minutes 23 seconds West 199.99 feet to a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 00 minutes 30 seconds for an arc length of 47.13 feet (chord of 42.43 feet bears South 46 degrees 55 minutes 38 seconds West) to a point on the northerly right of way of Shumard Oak Boulevard (a 140 foot right of way), thence along said roadway as follows: North 88 degrees 04 minutes 07 seconds West 297.19 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 1153.00 feet through a central angle of 23 degrees 25 minutes 16 seconds for an arc length of 471.32 feet (chord of 468.04 feet bears North 76 degrees 21 minutes 29 seconds West) to a set iron rebar and cap marking a point of reverse curve, thence along said curve with a radius of 806.67 feet through a central angle of 21 degrees 29 minutes 44 seconds for an arc length of 302.64 feet (chord of 300.87 feet bears North 75 degrees 23 minutes 43 seconds West), thence North 45 degrees 02 minutes 49 seconds West 17.81 feet to a point on the easterly right of way boundary of Bald Cypress Way (right of way varies), thence along said easterly right of way boundary run North 01 degrees 59 minutes 19 seconds West 113.27 feet to a point of curve to the right, thence run northeasterly along said curve with a radius of 1,357.00 feet through a central angle of 08 degrees 56 minutes 38 seconds for an arc distance of 211.83 feet (chord of 211.62 feet bears North 02 degrees 29 minutes 00 seconds East), thence run North 06 degrees 57 minutes 19 seconds East 105.16 feet, thence run North 83 degrees 02 minutes 41 seconds West 10.00 feet, thence run North 06 degrees 57 minutes 19 seconds East 1536.52 feet to a point on the southerly right of way boundary of Merchants Row Boulevard (right of way varies), thence run South 73 degrees 00 minutes 38 seconds East along said southerly right of way 501.22 feet to a point of curve to the left having a radius of 1,560.50 feet; thence run easterly along said curve through a central angle of 13 degrees 47 minutes 34 seconds for an arc length of 375.66 feet (chord of 374.75 feet bears South 79 degrees 54 minutes 25 seconds East) to a set iron rebar, thence South 86 degrees 48 minutes 12 seconds East 126.21 feet to a set iron rebar and cap marking a point of curve to the right, thence along said curve with a radius of 30.00 feet through a central angle of 90 degrees 19 minutes 33 seconds for an arc length of 47.29 feet (chord of 42.55 feet bears South 41 degrees 38 minutes 25 seconds East) to a set iron rebar and cap on the westerly right of way of Tram Road Connector (120.00 foot right of way), thence along said westerly right of way run South 03 degrees 31 minutes 21 seconds West 1,676.79 feet to a set iron rebar and cap, thence South 01 degrees 55 minutes 23 seconds West 10.84 feet to the POINT OF BEGINNING. The above-described parcel contains 45.94 acres more or less.

The above described properties containing an aggregate of 3,286.94 acres more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 2-28-00, Amended 11-1-06.

Fla. Admin. Code R. 42CC-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Ed Hill, Joseph Kelley, J. Everitt Drew, David G. Tillis, and Trey Patton.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 2-28-00.

Division 42G Capron Trail Community Development District

Chapter 42G-1 CAPRON TRAIL COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42G-1.001 Creation

The Capron Trail Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 5-17-88.

Fla. Admin. Code R. 42G-1.002 Boundary

The boundaries of the district are those set forth in Exhibit 4 to the Petition to Amend the Boundary of the Capron Trail Community Development District filed with the Commission on May 5, 2023, under Commission Case Number CDD-23-001. The Petition to Amend the Boundary of the Capron Trail Community Development District filed with the Commission on May 5, 2023, under Commission Case Number CDD-23-001, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-16306, and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Capron Trail Community Development District area = 5,878.77 acres, more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.005, 190.006, 190.046 FS. History–New 5-17-88, Amended 3-6-24.

Fla. Admin. Code R. 42G-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Edgar A. Brown, Joseph P. Strazzulla, Douglas S. Putnam, Charles Stone, Jr., and Dr. Kenneth Fulton.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005, 190.006 FS. History–New 5-17-88.

Division 42Q Celebration Community Development District

Chapter 42Q-1 CELEBRATION COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42Q-1.001 Creation

Celebration Community Development District is hereby created.

History

Specific Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-29-94.

Fla. Admin. Code R. 42Q-1.002 Boundary

The boundaries of the district are as follows: A tract or parcel lying in portions of Sections 12, 13, 23, 24 and 26, and all of Section 25, Township 25 South, Range 27 East; and Portions of Sections 7, 8, 9, 16, and 31, and all of Sections 17, 18, 19, 20 and 30, Township 25 South, Range 28 East; all in Osceola County, Florida, and being more particularly described as follows:

Beginning at the Southeast corner of Section 25, Township 25 South, Range 27 East; thence West along the South line of Section 25 for 5,280 feet, more or less, to the Southeast corner of Section 26, Township 25 South, Range 27 East; thence West along the South line of Section 26 for 1,320 feet, more or less; thence North along the West line of the Southeast 1/4 of the Southeast 1/4 of Section 26 for 1,320 feet, more or less; thence West along the South line of the Northwest 1/4 of the Southeast 1/4 of Section 26 for 1,320 feet, more or less; thence North along the West line of the Southeast 1/4 of Section 26 for 1,320 feet, more or less; thence West along the South line of the Northwest 1/4 of Section 26 for 1,650 feet, more or less; thence North along the West line of Lots 7 and 14, Block B, FLORIDA FRUIT TRUCK LAND CO. SUBDIVISION, Plat Book A, Pages 24 and 25, Public Records, Osceola County, for 2,300 feet, more or less to the Southeasterly right-of-way line of Interstate Highway No. 4; thence N. 39º57'46" E. along said right-of-way line for 478.13 feet to the North line of Section 26; thence N. 39º57'46" E. along said right-of-way line for 1,752.73 feet; thence N. 89º46'19" E. for 129.95 feet; thence N. 00º10'22" W. for 154.66 feet; thence N. 39º57'46" E. along said right-of-way line for 9,542.06 feet to the point of curvature of a curve concave Southeasterly, and having a radius of 17,038.73 feet and a central angle of 05º21'16"; thence Northeasterly along said curve and said right-of-way line for 1,592.31 feet to the point of reverse curvature of a curve concave Northwesterly, and having a radius of 17,338.73 feet and a central angle of 04º58'55"; thence Northeasterly along said curve and said right-of-way line for 1,507.59 feet; thence S. 49º39'57" E. along the Southeasterly right-of-way line of proposed State Road 417 (Southern Connector), for 12.29 feet; thence N. 40º00'17" E. along said right-of-way line for 2,244.21 feet to the point of curvature of a curve concave Southeasterly and having a radius of 2,197.83 feet and a central angle of 43º25'21"; thence Northeasterly along said curve and said right-of-way line for 1,665.66 feet; thence N. 89º25'03" E. along said right-of-way line for 1,915.70 feet; thence S. 62º28'17" E. along said right-of-way line for 74.28 feet; thence N. 86º04'45" E. along said right-of-way line for 601.02 feet; thence N. 89º25'03" E. along said right-of-way line for 572.63 feet to the point of curvature of a curve concave Northerly, and having a radius of 6,650.00 feet and a central angle of 03º04'40"; thence Easterly along said curve and said right-of-way line for 357.22 feet to the beginning of a non-tangent curve concave Northerly and having a radius of 9,094.00 feet a central angle of 07º16'48"; and a chord bearing of N. 85º33'34" E.; thence Easterly along said curve and said right-of-way line for 1,155.43 feet to the point of tangency; thence N. 81º55'10" E. along said right-of-way line for 565.96 feet, to the point of curvature of a curve concave Southwesterly; thence Easterly and Southerly along said curve, having a radius of 75.00 feet and a central angle of 112º31'24", for 147.29 feet to the point of compound curvature of a curve concave Northwesterly and having a radius of 556.62 feet and a central angle of 30º26'07"; thence Southwesterly along said curve for 295.67 feet to the point of tangency; thence S. 44º52'41" W. for 10.49 feet; thence S. 45º07'19" E. for 160.00 feet; thence N. 44º52'41" E. for 10.49 feet to the point of curvature of a curve concave Northwesterly and having a radius of 716.62 feet and a central angle of 18º53'34"; thence Northeasterly along said curve for 236.30 feet to the point of tangency; thence N. 25º59'07" E. for 296.64 feet; thence N. 70º58'33" E. along said right-of-way line for 236.51 feet to the point of curvature of a curve concave Northerly; thence Easterly along said curve and said right-of-way line, having a radius of 1,048.93 feet and a central angle of 21º44'30", for 398.03 feet to the point of tangency; thence N. 49º14'03" E. along said right-of-way line for 1,704.31 feet to the point of curvature of a curve concave Northwesterly and having a radius of 5,823.58 feet and a central angle of 06º17'07"; thence Northeasterly along said curve and said right-of-way line for 638.84 feet; thence N. 44º46'11" E. along said right-of-way line for 419.76 feet to the South right-of-way line of U.S. Highway 192, being 132 feet South of the North line of Section 9, Township 25 South, Range 28 East; thence N. 89º47'42" E. along said South right-of-way line for 611.42 feet; thence South along the East line of the West 1/4 of Section 9 for 3,828 feet, more or less; thence East along the North line of the South 1/4 of Section 9 for 2,640 feet, more or less; thence South along the East line of the Southwest 1/4 of the Southeast 1/4 of Section 9 for 1,320 feet, more or less; thence West along the South line of Section 9 for 2,640 feet, more or less; thence South along the East line of the Northwest 1/4 of the Northwest 1/4 of Section 16, Township 25 South, Range 28 East for 1320 feet, more or less; thence West along the South line of the Northwest 1/4 of the Northwest 1/4 of Section 16 for 1,320 feet, more or less; thence South along the West line of Section 16 for 1,320 feet, more or less; thence East long the North line of the Southwest 1/4 of Section 16 for 2,640 feet, more or less; thence South along the East line of the Southwest 1/4 of Section 16 for 1,320 feet, more or less; thence West along the South line of the North 1/2 of the Southwest 1/4 of Section 16 for 2,640 feet, more or less; thence South along the West line of Section 16 for 1,320 feet, more or less to the Southwest corner of Section 16; thence South along the East line of Section 20, Township 25 South, Range 28 East for 5,280 feet, more or less; thence West along the South line of Section 20 for 5,280 feet, more or less; thence South along the East line of Section 30, Township 25 South, Range 28 East for 5,280 feet, more or less; thence South along the East line of Section 31, Township 25 South, Range 28 East for 3,960 feet, more or less; thence West along the South line of the Northeast 1/4 of the Southeast 1/4 of Section 31 for 1,320 feet, more or less; thence North along the West line of the Northeast 1/4 of the Southeast 1/4 of Section 31 for 1,320 feet, more or less; thence West along the South line of the Northeast 1/4 of Section 31 for 660 feet, more or less; thence North along the West line of the East 3/4 of the Northeast 1/4 of Section 31 for 2,640 feet, more or less; thence West along the North line of Section 31 for 3,300 feet, more or less to the POINT OF BEGINNING.

Containing 6,548 acres, more or less.

History

Specific Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-29-94.

Fla. Admin. Code R. 42Q-1.003 Supervisors

The following five persons are designated as initial board members of the Board of Supervisors: Blair Culpepper; Tom Lewis, Jr.; James D. Swartz; Wayne Schoolfield; Ralph Ziegler.

History

Specific Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-29-94.

Division 42V Central Viera Community Development District

Chapter 42V-1 CENTRAL VIERA COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42V-1.001 Creation

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-21-95, Repealed 6-4-26.

Fla. Admin. Code R. 42V-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005(1)(f)1. FS. History–New 3-21-95, Repealed 6-4-26.

Fla. Admin. Code R. 42V-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005(1)(f)2. FS. History–New 3-21-95, Repealed 6-4-26.

Division 42S Circle Square Woods Community Development District

Chapter 42S-1 CIRCLE SQUARE WOODS COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42S-1.001 Creation

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 8-15-94, Repealed 9-20-11.

Fla. Admin. Code R. 42S-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 8-15-94, Amended 10-1-02, Repealed 9-20-11.

Fla. Admin. Code R. 42S-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 8-15-94, Repealed 9-20-11.

Division 42WW Coastal Lake Community Development District

Chapter 42WW-1 COASTAL LAKE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42WW-1.001 Establishment

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-27-04, Repealed 9-20-11.

Fla. Admin. Code R. 42WW-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-27-04, Repealed 9-20-11.

Fla. Admin. Code R. 42WW-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-27-04, Repealed 9-20-11.

Division 42UU Concord Station Community Development District

Chapter 42UU-1 CONCORD STATION COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42UU-1.001 Establishment

The Concord Station Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-15-04.

Fla. Admin. Code R. 42UU-1.002 Boundary

The boundaries of the District are as follows:

A parcel of land lying within Sections 15, 21, 22, 27 and 28, Township 26 South, Range 18 East, Pasco County, Florida and being further described as follows:

Commencing at the Northwest corner of said Section 21; thence along the North line of said Section 21, S 89°23'54" E, a distance of 50.00 feet to the POINT OF BEGINNING; thence continue S 89°23'54" E along said North line, a distance of 5,216.50 feet, to the Northeast corner of said Section 21, said point also being the Southwest corner of said Section 15; thence along the West line of said Section 15, N 00°17'39" E, a distance of 2,386.55 feet, said point being 25.00 feet south of the southerly right-of-way of the former ACL RAILROAD, as recorded in Official Record Book 1433, Page 898 of the Public Records of Pasco County, Florida; thence departing said West line, along a line 25.00 feet south, and parallel of said southerly right-of-way, N 70°24'52" E, a distance of 1,423.75 feet; thence S 00°20'55" W, a distance of 2,874.00 feet; thence S 00°16'01" W, a distance of 5,339.89 feet; thence S 00°16'03" W, a distance of 2,306.17 feet, to the northerly right-of-way line of State Road No. 54, according to that certain Florida Department of Transportation Right-of-Way Map, Section 14570-2521, State Road No. 54, Pasco County, Florida dated 5-29-97, said point also being the point of intersection with a non tangent curve to the right; thence along said northerly right-of-way, southwesterly 435.47 feet along the arc of said curve, having a radius of 2,740.12 feet, a central angle of 09°06'20" and a chord bearing and distance of S 62°03'30" W, 435.01 feet; thence departing said northerly right-of-way line, N 13°10'00" W, a distance of 289.23 feet; thence N 00°02'00" W, a distance of 905.00 feet; thence N 27°26'00" W, a distance of 313.00 feet; thence N 79°38'00" W, a distance of 201.58 feet, to the point of intersection with a non tangent curve to the right, thence southwesterly 137.61 feet along the arc of said curve, having a radius of 750.00 feet, a central angle of 10°30'45" and a chord bearing and distance of S 28°05'12" W, 137.41 feet, to a point of reverse curve to the left; thence southerly 956.97 feet along the arc, having a radius of 1,430.00 feet, a central angle of 38°20'35" and a chord bearing and distance of S 14°10'17" W, 939.22 feet; thence S 05°00'00" E, a distance of 500.13 feet, to a point of curve to the left; thence southeasterly 37.95 feet along the arc of said curve, having a radius of 25.00 feet, a central angle of 86°59'10" and a chord bearing and distance of S 48°29'35" E, 34.41 feet, to the aforementioned northerly right-of-way line; thence along said northerly right-of-way line, S 88°00'50" W, a distance of 150.21 feet, to the point of intersection with a non tangent curve to the left, thence departing said northerly right-of-way line, northeasterly 40.58 feet along the arc of said curve, having a radius of 25.00 feet, a central angle of 93°00'50" and a chord bearing and distance of N 41°30'25" E, 36.27 feet; thence N 05°00'00" W, a distance of 492.23 feet, to a point of curve to the right; thence northerly 262.24 feet along the arc of said curve, having a radius of 1,530.00 feet, a central angle of 09°49'13" and a chord bearing and distance of N 00°05'23" W, 261.92 feet; thence S 89°58'00" W, a distance of 967.38 feet; thence N 00°02'00" W, a distance of 783.00 feet; thence N 35°56'00" E, a distance of 873.00 feet; thence N 62°48'00" E, a distance of 477.82 feet; thence N 47°27'51" W, a distance of 64.67 feet, to a point of curve to the right; thence northwesterly 432.46 feet along the arc of said curve, having a radius of 750.00 feet, a central angle of 33°02'16" and a chord bearing and distance of N 30°56'43" W, 426.50 feet; thence N 14°25'35" W, a distance of 678.07 feet, to a point of curve to the left; thence northwesterly 501.13 feet along the arc of said curve, having a radius of 650.00 feet, a central angle of 44°10'24" and a chord bearing and distance of N 36°30'47" W, 488.81 feet, to a point of compound curve to the left; thence westerly 80.85 feet along the arc, having a radius of 50.00 feet, a central angle of 92°39'00" and a chord bearing and distance of S 75°04'31" W, 72.33 feet; thence S 28°45'01" W, a distance of 238.64 feet, to a point of curve to the left; thence southerly 1,204.29 feet along the arc of said curve, having a radius of 2,400.00 feet, a central angle of 28°45'01" and a chord bearing and distance of S 14°22'31" W, 1,191.70 feet; thence S 00°00'00" W, a distance of 2,571.01 feet, to the aforementioned northerly right-of-way line, said point also being the point of intersection with a non tangent curve to the right; thence along said northerly right-of-way line, the following two (2) courses, (1) westerly 150.47 feet along the arc of said curve, having a radius of 1,859.86 feet, a central angle of 04°38'08" and a chord bearing and distance of N 78°17'24" W, 150.43 feet; (2) N 75°58'20" W, a distance of 54.32 feet; thence departing said northerly right-of-way line, N 00°00'00" E, a distance of 2,527.31 feet, to a point of curve to the right; thence northerly 1,304.65 feet along the arc of said curve, having a radius of 2,600.00 feet, a central angle of 28°45'01" and a chord bearing and distance of N 14°22'31" E, 1,291.00 feet; thence N 28°45'01" E, a distance of 239.28 feet, to a point of curve to the left; thence northerly 78.54 feet along the arc of said curve, having a radius of 50.00 feet, a central angle of 90°00'00" and a chord bearing and distance of N 16°14'59" W, 70.71 feet; thence N 61°14'59" W, a distance of 873.45 feet; thence S 35°56'43" W, a distance of 1,620.83 feet, to a point of curve to the right; thence westerly 643.57 feet along the arc of said curve, having a radius of 500.00 feet, a central angle of 73°44'51" and a chord bearing and distance of S 72°49'09" W, 600.05 feet; thence N 70°18'26" W, a distance of 498.68 feet; thence S 00°02'00" E, a distance of 494.68 feet; thence S 44°58'00" E, a distance of 640.00 feet; thence N 89°58'00" E, a distance of 1,415.00 feet; thence S 00°02'00" E, a distance of 806.00 feet; thence S 89°58'00" W, a distance of 1,350.00 feet; thence S 00°02'00" E, a distance of 337.00 feet; thence S 50°28'00" W, a distance of 690.00 feet; thence S 89°58'00" W, a distance of 356.00 feet; thence N 00°02'00" W, a distance of 178.00 feet; thence S 89°58'00" W, a distance of 890.00 feet; thence N 00°02'00" W, a distance of 143.00 feet; thence S 89°58'00" W, a distance of 337.16 feet, to the West line of said Section 28; thence along said West line, N 00°28'22" E, a distance of 1,631.47 feet, to the Southwest corner of said Section 21; thence along the West line of said Section 21, N 00°23'16" E, a distance of 2,656.45 feet; thence N 00°24'11" E, a distance of 2,703.02 feet to the POINT OF BEGINNING.

Containing 1003.24 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-15-04.

Fla. Admin. Code R. 42UU-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Robert W. Byrd, Brant T. Byrd, Rose Marsala, Doyle Dudley, and William Kouwenhoven.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-15-04.

Division 42PP Connerton West Community Development District

Chapter 42PP-1 CONNERTON WEST COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42PP-1.001 Establishment

The Connerton West Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Fla. Admin. Code R. 42PP-1.002 Boundary

The boundaries of the District are as follows:

A parcel of land lying in Sections 22, 23, 24, 25, 26, 27 and 35, Township 25 South, Range 18 East, and Sections 19 and 30, Township 25 South, Range 19 East, ALL in Pasco County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of the Southeast 1/4 of said Section 25, for a POINT OF BEGINNING, run thence along the South boundary of the Southeast 1/4 of said Southeast 1/4 of Section 25, N. 89°28'40" W., 1,320.64 feet to the Southwest corner of the Southeast 1/4 of said Southeast 1/4 of Section 25; thence along the South boundary of the Southwest 1/4 of said Southeast 1/4 of Section 25, N. 89°29'51" W., 1,321.01 feet to the Southwest corner of said Southwest 1/4 of the Southeast 1/4 of Section 25; thence along the South boundary of the Southeast 1/4 of the Southwest 1/4 of said Section 25, N. 89°27'57" W., 1,320.57 feet to the Southwest corner of said Southeast 1/4 of the Southwest 1/4 of Section 25; thence N. 26°38'23" W., 741.12 feet; thence N. 64°26'37" W., 629.60 feet; thence N. 62°51'24" E., 1,014.82 feet; thence N. 20°31'43" E., 549.36 feet; thence N. 50°14'25" W., 1535.13 feet; thence S. 55°36'40" W., 810.99 feet; thence S. 65°13'49" W., 1,389.45 feet to a point on a curve; thence Southwesterly, 1,312.85 feet along the arc of a curve to the left having a radius of 1,150.00 feet and a central angle of 65°24'34" (chord bearing S. 32°32'26" W., 1242.71 feet); thence S. 00°11'02" E., 418.28 feet to the Northwest corner of THE GROVES PHASE 1A, according to the plat thereof as recorded in Plat Book 39, Pages 120 through 150, inclusive, of the Public Records of Pasco County, Florida; thence along the Westerly boundary of said THE GROVES PHASE 1A, the following four (4) courses: 1) continue, S. 00°11'02" E., 18.80 feet to a point on a curve; 2) Southwesterly, 707.82 feet along the arc of a curve to the right having a radius of 550.00 feet and a central angle of 73°44'10" (chord bearing S. 36°41'00" W., 659.97 feet); 3) S. 71°53'17" W., 446.91 feet; 4) S. 18°06'43" E., 178.34 feet; thence S. 71°53'17" W., 179.15 feet to a point of curvature; thence Westerly, 47.54 feet along the arc of a curve to the right having a radius of 50.00 feet and a central angle of 54°28'36" (chord bearing N. 80°52'25" W., 45.77 feet) to a point of compound curvature; thence Northwesterly, 127.11 feet along the arc of a curve to the right having a radius of 205.00 feet and a central angle of 35°31'31" (chord bearing N. 35°52'21" W., 125.08 feet) to a point of tangency; thence N. 18°06'36" W., 197.21 feet; thence S. 71°53'24" W., 535.66 feet to a point of curvature; thence Southwesterly, 39.26 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 89°59'05" (chord bearing S. 26°53'52" W., 35.35 feet); thence S. 71°54'19" W., 12.00 feet to a point on the Easterly right-of-way line of U.S. Highway No. 41, (State Road No. 45), per Florida Department of Transportation Right-of-way Map No. 544B-Road 5; thence along said Easterly right-of-way line, the following three (3) courses: 1) N. 18°05'41" W., 708.93 feet to a point of curvature; 2) Northerly, 1,418.22 feet along the arc of a curve to the left having a radius of 23,038.31 feet and a central angle of 03°31'37" (chord bearing N. 19°51'30" W., 1,417.99 feet) to a point of tangency; 3) N. 21°37'19" W., 4,528.68 feet; thence N. 88°44'55" E., 274.36 feet; thence S. 01°15'05" E., 150.00 feet; thence N. 88°44'55" E., 77.14 feet to a point of curvature; thence Easterly, 357.96 feet along the arc of a curve to the left having a radius of 11,350.00 feet and a central angle of 01°48'25" (chord bearing N. 87°50'42" E., 357.94 feet) to a point on a curve; thence Easterly, 547.67 feet along the arc of a curve to the left having a radius of 11,350.00 feet and a central angle of 02°45'53" (chord bearing N. 89°23'14" E., 547.62 feet); thence N. 50°50'00" E., 1,057.53 feet; thence N. 25°00'00" E., 1,050.00 feet; thence N. 79°00'00" E., 544.99 feet; thence N. 56°00'00" E., 356.34 feet; thence S. 46°00'00" E., 430.00 feet; thence S. 03°50'00" W., 770.00 feet; thence S. 55°00'00" W., 325.00 feet; thence S. 33°50'00" W., 375.00 feet; thence S. 05°39'58" E., 77.00 feet to a point on a curve; thence Easterly, 1,944.04 feet along the arc of a curve to the right having a radius of 7,110.00 feet and a central angle of 15°39'58" (chord bearing N. 87°49'59" E., 1,937.99 feet) to a point of tangency; thence S. 80°00'00" E., 868.53 feet to a point of curvature; thence Easterly, 1,292.15 feet along the arc of a curve to the left having a radius of 11,390.00 feet and a central angle of 06°30'00" (chord bearing S. 83°15'00" E., 1,291.46 feet) to a point of tangency; thence S. 86°30'00" E., 210.00 feet; thence N. 20°35'08" E., 263.21 feet; thence N. 27°50'00" W., 285.00 feet; thence N. 35°00'00" E., 840.00 feet; thence N. 47°50'00" E., 165.00 feet; thence N. 32°11'37" E., 621.01 feet; thence N. 51°50'00" E., 350.00 feet; thence N. 22°50'00" E., 700.00 feet; thence N. 54°25'49" W., 924.48 feet; thence N. 12°50'00" E., 600.00 feet; thence N. 78°00'00" E., 575.00 feet; thence N. 13°50'00" E., 730.00 feet; thence S. 71°50'00" E., 925.00 feet; thence S. 14°50'00" E., 245.00 feet; thence N. 84°50'00" E., 200.00 feet; thence S. 80°35'16" E., 79.07 feet to a point on a curve; thence Southerly, 168.38 feet along the arc of a curve to the right having a radius of 630.00 feet and a central angle of 15°18'47" (chord bearing S. 17°04'07" W., 167.88 feet) to a point of reverse curvature; thence Southerly, 386.91 feet along the arc of a curve to the left having a radius of 570.00 feet and a central angle of 38°53'31" (chord bearing S. 05°16'46" W., 379.53 feet) to a point of tangency; thence S. 14°10'00" E., 880.00 feet to a point of curvature; thence Southerly, 329.87 feet along the arc of a curve to the right having a radius of 630.00 feet and a central angle of 30°00'00" (chord bearing S. 00°50'00" W., 326.11 feet); thence S. 74°10'00" E., 319.04 feet; thence S. 04°52'00" E., 568.11 feet; thence N. 85°08'00" E., 945.45 feet to a point of curvature; thence Northeasterly, 46.06 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 105°33'46" (chord bearing N. 32°21'07" E., 39.82 feet); thence N. 69°34'14" E., 120.00 feet to a point on a curve; thence Southerly, 206.43 feet along the arc of a curve to the right having a radius of 760.00 feet and a central angle of 15°33'46" (chord bearing S. 12°38'53" E., 205.80 feet) to a point of tangency; thence S. 04°52'00" E., 504.09 feet to a point of curvature; thence Southerly, 223.58 feet along the arc of a curve to the right having a radius of 1,260.00 feet and a central angle of 10°10'00" (chord bearing S. 00°13'00" W., 223.28 feet) to a point of tangency; thence S. 05°18'00" W., 253.37 feet to a point of curvature; thence Southerly, 36.98 feet along the arc of a curve to the left having a radius of 80.00 feet and a central angle of 26°29'16" (chord bearing S. 07°56'38" E., 36.66 feet) to a point of compound curvature; thence Southeasterly, 22.70 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 52°01'28" (chord bearing S. 47°12'00" E., 21.93 feet) to a point of compound curvature; thence Easterly, 36.98 feet along the arc of a curve to the left having a radius of 80.00 feet and a central angle of 26°29'16" (chord bearing S. 86°27'22" E., 36.66 feet); thence S. 09°42'00" E., 120.00 feet to a point on a curve; thence Southwesterly, 54.32 feet along the arc of a curve to the left having a radius of 80.00 feet and a central angle of 38°54'18" (chord bearing S. 60°50'51" W., 53.28 feet) to a point of compound curvature; thence Southwesterly, 10.50 feet along the arc of a curve to the left having a radius of 35.00 feet and a central angle of 17°11'24" (chord bearing S. 32°48'00" W., 10.46 feet) to a point of compound curvature; thence Southerly, 54.32 feet along the arc of a curve to the left having a radius of 80.00 feet and a central angle of 38°54'18" (chord bearing S. 04°45'09" W., 53.28 feet) to a point of tangency; thence S. 14°42'00" E., 1,816.20 feet to a point of curvature; thence Southerly, 884.99 feet along the arc of a curve to the right having a radius of 1,260.00 feet and a central angle of 40°14'35" (chord bearing S. 05°25'18" W., 866.91 feet) to a point of reverse curvature; thence Southerly, 59.25 feet along the arc of a curve to the left having a radius of 80.00 feet and a central angle of 42°26'01" (chord bearing S. 04°19'35" W., 57.90 feet) to a point of reverse curvature; thence Southwesterly, 204.79 feet along the arc of a curve to the right having a radius of 120.00 feet and a central angle of 97°46'52" (chord bearing S. 32°00'00" W., 180.83 feet) to a point of reverse curvature; thence Southwesterly, 59.25 feet along the arc of a curve to the left having a radius of 80.00 feet and a central angle of 42°26'01" (chord bearing S. 59°40'25" W., 57.90 feet) to a point of reverse curvature; thence Southwesterly, 869.60 feet along the arc of a curve to the right having a radius of 1,260.00 feet and a central angle of 39°32'35" (chord bearing S. 58°13'42" W., 852.44 feet) to a point of tangency; thence S. 78°00'00" W., 221.38 feet; thence S. 39°26'15" E., 1,053.61 feet; thence S. 12°09'53" E., 442.32 feet; thence S. 47°48'01" E., 1,546.92 feet; thence S. 00°11'38" W., 419.17 feet to a point on the South boundary of the Southwest 1/4 of the aforesaid Section 30; thence along said South boundary of the Southwest 1/4 of Section 30, N. 89°48'21" W., 1,478.31 feet to the POINT OF BEGINNING.

Containing 1599.886 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Fla. Admin. Code R. 42PP-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Stewart Gibbons, Dale Jones, Kathy Shelling, Adam Lorry and Joyce Bell.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Division 42O Cypress Grove Community Development District

Chapter 42O-1 CYPRESS GROVE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42O-1.001 Creation

Cypress Grove Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 12-14-93, Amended 4-4-00.

Fla. Admin. Code R. 42O-1.002 Boundary

The boundaries of the District are as follows: DESCRIPTION: A PARCEL OF LAND LYING IN SECTIONS 25 AND 26, TOWNSHIP 42 SOUTH, RANGE 39 EAST, TOGETHER WITH ALL OF SECTIONS 19, 20, 21, 22, 27, 28, 29, 30, 31, 33 AND THE SOUTH ONE-HALF (1/2) OF SECTIONS 17, 18 AND THE NORTH ONE-HALF (1/2) OF SECTION 34, TOWNSHIP 42 SOUTH, RANGE 40 EAST, LESS THAT PORTION OF SAID SECTION 31 LYING SOUTH AND WEST OF THE NORTHEASTERLY RIGHT-OF-WAY LINE OF CENTRAL AND SOUTHERN FLORIDA FLOOD CONTROL DISTRICT L-8 CANAL (A 500 FOOT RIGHT-OF-WAY); TOGETHER WITH ALL OF SECTIONS 3 AND 4, TOWNSHIP 43 SOUTH, RANGE 40 EAST, LYING NORTH AND WEST OF THE NORTHWESTERLY AND WESTERLY LINES OF INDIAN TRAIL WATER CONTROL DISTRICT CANAL “M” (A 250 FOOT RIGHT-OF-WAY); LYING IN PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 33, TOWNSHIP 42 SOUTH, RANGE 40 EAST, PROCEED NORTH 89°47'03'' EAST ALONG THE SOUTH LINE OF SAID TOWNSHIP 42 SOUTH, ALONG THE NORTH LINE OF SAID SECTION 3, TOWNSHIP 43 SOUTH, RANGE 40 EAST, A DISTANCE OF 2114.55 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID INDIAN TRAILS WATER CONTROL DISTRICT CANAL “M” (A 250 FOOT RIGHT-OF-WAY); THENCE SOUTHWESTERLY, SOUTHERLY, WESTERLY AND SOUTHERLY ALONG THE WESTERLY, WEST, NORTH AND WEST RIGHT-OF-WAY LINES OF SAID CANAL “M” FOR THE FOLLOWING 5 COURSES:

SOUTH 43°55'19'' WEST, A DISTANCE OF 3,713.62 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 3;

SOUTH 43°55'19'' WEST, A DISTANCE OF 491.49 FEET;

SOUTH 01°15'56'' WEST, A DISTANCE OF 1,155.90 FEET;

NORTH 89°11'54'' WEST, A DISTANCE OF 170.00 FEET;

SOUTH 01°20'13'' WEST, A DISTANCE OF 160.00 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 4, TOWNSHIP 43 SOUTH, RANGE 40 EAST; THENCE NORTH 88°20'39'' WEST ALONG SAID SOUTH LINE OF SAID SECTION 4, A DISTANCE OF 4,712.90 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 4; THENCE NORTH 00°25'59'' WEST ALONG THE WEST LINE OF SAID SECTION 4 A DISTANCE OF 4,184.36 FEET TO A POINT ON SAID SOUTH LINE OF SAID TOWNSHIP 42 SOUTH AND THE NORTH LINE OF SAID SECTION 4; THENCE NORTH 89°59'14'' EAST ALONG SAID TOWNSHIP LINE AND NORTH LINE OF SECTION 4 A DISTANCE OF 434.03 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 33, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE NORTH 00°04'30'' WEST ALONG THE WEST LINE OF SAID SECTION 33 A DISTANCE OF 5,301.76 FEET TO THE NORTHWEST CORNER OF SAID SECTION 33 AND THE SOUTHEAST CORNER OF SAID SECTION 29, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE SOUTH 89°55'40'' WEST ALONG THE SOUTH LINE OF SAID SECTION 29 A DISTANCE OF 5,300.68 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 29 AND THE NORTHEAST CORNER OF SAID SECTION 31, TOWNSHIP 42 SOUTH AND RANGE 40 EAST; THENCE SOUTH 00°00'41'' WEST ALONG THE EAST LINE OF SAID SECTION 31 A DISTANCE OF 5,296.28 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 31; THENCE SOUTH 89°45'13'' WEST ALONG THE SOUTH LINE OF SAID SECTION 31 A DISTANCE OF 2,361.44 FEET TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF CENTRAL AND SOUTH FLORIDA FLOOD CONTROL DISTRICT L-8 CANAL (A 500 FOOT RIGHT-OF-WAY); THENCE NORTH 38°12'02'' WEST ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID L-8 CANAL A DISTANCE OF 1,200.47 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 36, TOWNSHIP 42 SOUTH, RANGE 39 EAST; THENCE SOUTH 89°03'00'' EAST ALONG SAID SOUTH LINE OF SECTION 36 A DISTANCE OF 14.99 FEET TO A POINT ON THE EAST LINE OF RANGE 39 EAST, AND WEST LINE OF SAID SECTION 31; THENCE NORTH 00°25'48'' WEST ALONG SAID EAST LINE OF RANGE 39 EAST AND WEST LINE OF SECTION 31, A DISTANCE OF 1,058.57 FEET; THENCE CONTINUE ALONG SAID EAST LINE OF RANGE 39 AND THE WEST LINE OF SAID SECTION 31 NORTH 00°25'48'' WEST, A DISTANCE OF 3,263.21 FEET TO THE SOUTHWEST CORNER OF SECTION 30, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE CONTINUING ALONG SAID EAST LINE OF RANGE 39 EAST AND THE WEST LINE OF SAID SECTION 30 NORTH 00°44'23'' WEST, A DISTANCE OF 5,298.35 FEET TO THE SOUTHWEST CORNER OF SECTION 19, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE NORTH 00°43'59'' EAST ALONG SAID EAST LINE OF RANGE 39 AND WEST LINE OF SECTION 19 A DISTANCE OF 5,296.30 FEET TO THE NORTHWEST CORNER OF SAID SECTION 19 AND THE SOUTHWEST CORNER OF SAID SECTION 18, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE NORTH 00°07'20'' WEST CONTINUING ALONG SAID RANGE LINE AND THE WEST LINE OF SAID SECTION 18 A DISTANCE OF 2,674.50 FEET TO THE NORTHWEST CORNER OF THE SOUTH ONE-HALF (1/2) OF SAID SECTION 18; THENCE NORTH 89°54'09'' EAST ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (1/2) OF SAID SECTION 18 A DISTANCE OF 3,017.06 FEET TO THE NORTHEAST CORNER OF THE SOUTH ONE-HALF (1/2) OF SECTION 18 AND THE NORTHWEST CORNER OF SAID SOUTH ONE-HALF (1/2) OF SAID SECTION 17, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE NORTH 89°53'24'' EAST ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (1/2) OF SAID SECTION 17 A DISTANCE OF 5,324.25 FEET TO THE NORTHEAST CORNER OF THE SOUTH ONE-HALF (1/2) OF SAID SECTION 17; THENCE SOUTH 00°27'30'' EAST ALONG THE EAST LINE OF SECTION 17 A DISTANCE OF 2,659.32 FEET TO THE SOUTHEAST CORNER OF SECTION 17 AND THE NORTHWEST CORNER OF SAID SECTION 21, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE NORTH 89°40'22'' EAST ALONG THE NORTH LINE OF SECTION 21 A DISTANCE OF 5,307.76 FEET TO THE NORTHEAST CORNER OF SECTION 21 AND THE NORTHWEST CORNER OF SAID SECTION 22, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE SOUTH 89°53'56'' EAST ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 5,360.23 FEET TO THE NORTHEAST CORNER OF SAID SECTION 22, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE SOUTH 00°02'49'' WEST ALONG THE EAST LINE OF SAID SECTION 22 A DISTANCE OF 5,289.88 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 22 AND THE NORTHEAST CORNER OF SAID SECTION 27, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE SOUTH 00°05'34'' EAST ALONG THE EAST LINE OF SAID SECTION 27 A DISTANCE OF 5288.08 FEET TO THE SOUTHEAST CORNER OF SAID SECTION 27 AND THE NORTHEAST CORNER OF SAID NORTH ONE-HALF (1/2) OF SECTION 34, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE SOUTH 00°05'34'' EAST ALONG THE EAST LINE OF SAID SECTION 34 A DISTANCE OF 2,643.60 FEET TO THE SOUTHEAST CORNER OF THE NORTH ONE-HALF (1/2) OF SAID SECTION 34; THENCE NORTH 89º58'50'' WEST ALONG THE SOUTH LINE OF THE NORTH ONE-HALF (1/2) OF SAID SECTION 34 A DISTANCE OF 5,311.92 FEET TO THE SOUTHWEST CORNER OF THE NORTH ONE-HALF (1/2) OF SAID SECTION 34 AND THE NORTHEAST CORNER OF THE SOUTH ONE-HALF (1/2) OF SAID SECTION 33, TOWNSHIP 42 SOUTH, RANGE 40 EAST; THENCE SOUTH 00°25'06'' EAST ALONG THE EAST LINE OF SAID SECTION 33 A DISTANCE OF 2,665.42 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH A 300 FOOT “OUTFALL CANAL” AND OTHER ADJACENT LAND AS DESCRIBED IN OFFICIAL RECORD BOOK 2321, PAGE 513, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWEST CORNER OF SAID SECTION 30, TOWNSHIP 42 SOUTH, RANGE 40 EAST AND PROCEED SOUTH 00º44'23'' EAST, ALONG SAID EAST LINE OF RANGE 39 EAST, A DISTANCE OF 150.05 FEET; THENCE NORTH 89º16'01'' WEST LEAVING SAID EAST LINE OF RANGE 39 EAST, A DISTANCE OF 2754.58 FEET; THENCE SOUTH 00º44'30'' EAST, A DISTANCE OF 50.02 FEET; THENCE NORTH 89°16'01'' WEST, A DISTANCE OF 3,450.90 FEET; THENCE SOUTH 85°14'36'' WEST, A DISTANCE OF 981.43 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF A 660 FOOT FLORIDA POWER & LIGHT RIGHT-OF-WAY; THENCE NORTH 43°15'25'' WEST ALONG SAID NORTHERLY RIGHT-OF-WAY, A DISTANCE OF 616.98 FEET; THENCE SOUTH 89°16'01'' EAST LEAVING SAID NORTH RIGHT-OF-WAY, A DISTANCE OF 7,605.78 FEET TO A POINT ON THE SAID EAST LINE OF RANGE 39 EAST; THENCE SOUTH 00°43'59'' WEST ALONG SAID EAST LINE OF RANGE 39 EAST, A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 7,114.563 ACRES MORE OR LESS.

LESS AND EXCEPT THE FOLLOWING PARCELS:

THE NORTH 100 FEET OF SECTION 4 AND THE NORTH 100 FEET OF THAT PORTION OF SECTION 3 LYING WEST OF THE RIGHT-OF-WAY LINE OF THE M CANAL, ALL IN TOWNSHIP 43 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY.

ALSO, LESS AND EXCEPT:

A PARCEL OF LAND 660 FEET IN WIDTH LYING NORTHEASTERLY OF, ADJACENT TO AND PARALLEL WITH THE NORTHEAST RIGHT-OF-WAY LINE OF CENTRAL AND SOUTHERN FLORIDA FLOOD CONTROL DISTRICT LEVEE L-8 IN SECTION 31, TOWNSHIP 42 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA.

ALSO, LESS AND EXCEPT:

THE NORTH 135 FEET OF THE SOUTH 1/2 OF SECTIONS 17 AND 18, TOWNSHIP 42 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA, CONTAINING 25.85 ACRES MORE OR LESS.

ALSO, LESS AND EXCEPT:

PARCELS OF LAND LYING IN THE NORTH HALF OF THE NORTH HALF OF SECTION 22, TOWNSHIP 42 SOUTH, RANGE 40 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 22,

LESS THE EAST 425 FEET THEREOF;

ALSO LESS THE NORTH 50.0 FEET THEREOF.

TOGETHER WITH:

THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 22,

LESS THE WEST 195.00 FEET THEREOF;

ALSO LESS THE NORTH 50.0 FEET THEREOF.

PARCEL CONTAINS 60.0 ACRES

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 12-14-93, Amended 6-8-98.

Fla. Admin. Code R. 42O-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Charles C. Walsey; Jerry Mayone; Donald M. Griffith; Raymond Reeves; and Martin J. Katz.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 12-19-93.

Division 42 Departmental

Chapter 42-1 RULES OF ORGANIZATION, OPERATION AND PROCEDURE CONCERNING ESTABLISHMENT OF UNIFORM COMMUNITY DEVELOPMENT DISTRICTS

Fla. Admin. Code R. 42-1.009 Initial Agency Action

(1) Within fourteen (14) days from receipt of the Petition, the Secretary shall:

(a) Determine that all the elements and contents of the Petition, as listed in Section 190.005(1)(a), F.S. and Rule 42-1.008, F.A.C., are contained in the Petition and that the Petition is complete, and if so,

(b) Forward the Petition to the Director of the Division of Administrative Hearings with:

A written request for a local public hearing to be held pursuant to Section 190.005(1)(d), F.S.; and,
A written certification that all required elements are addressed in the Petition.

(2) If the Secretary determines the Petition does not contain the required elements, he shall notify the petitioner, in writing, identifying the missing element(s) within fourteen (14) days from receipt of the Petition. The petitioner shall have thirty (30) days from the date of such written notice to submit the necessary additional information. Failure of a petitioner to file all required information within thirty (30) days after such notice will result in termination of the rulemaking proceeding and withdrawal of the Petition, unless the petitioner and the Secretary otherwise agree in writing to an extension of time.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 6-21-82, Formerly 42-1.09.

Fla. Admin. Code R. 42-1.010 Notice of Receipt of Petition; Content of Notice

(1) Within sixty (60) days from receipt of a Petition, the Secretary shall:

(a) Assign the Petition an identification number.

(b) Cause to be published in the F.A.R. a Notice of Receipt of Petition.

(2) The Notice of Receipt of Petition shall contain at minimum:

(a) A summary of the contents of the Petition, including a general description of the land area affected.

(b) A summary of the estimate of economic impact of the proposed rule on the agency.

(d) Reference to the location of where the full text of the Petition may be reviewed, copied or procured.

History

Rulemaking Authority 190.005 FS. Law Implemented 120.80(5), 190.005 FS. History–New 6-21-82, Formerly 42-1.10.

Fla. Admin. Code R. 42-1.012 Conduct of Local Hearing

(1) The Administrative Law Judge may impose reasonable and fair conditions and limitations governing the conduct of the local hearing.

(2) All persons shall have an opportunity to present evidence and argument on all issues involved. The Administrative Law Judge shall permit parties to examine and cross-examine or question witnesses.

(3) Any person may file a written statement in support of or in opposition to the Petition for district rule. Copies of the statements shall be delivered to petitioner by hand or by certified mail on or prior to the date of filing, and all such statements shall be entered on the record. Written statements shall be filed not later than ten (10) days after the close of the local hearing. Any affected person may reply to such a statement, and copies of replies shall be delivered to the petitioner and to the person who submitted the statement, by hand or by certified mail, prior to or at the time of filing.

(4) The Secretary shall cause to be made a transcript of the local hearing and copies of the transcript shall be made available to the petitioner and the general public at cost.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 6-21-82, Formerly 42-1.12.

Chapter 42-2 RULES OF APPEALS PROCEDURE

Fla. Admin. Code R. 42-2.002 Pleadings

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 10-2-75, Formerly 22G-1.03, 27G-1.02, Amended 8-10-86, 3-15-95, Repealed 5-31-15.

Fla. Admin. Code R. 42-2.004 Answer; Motions in Opposition to Petition

(1) Any person entitled to be a party to the proceedings may file and answer to the petition. The answer shall be filed within twenty (20) days of service of the petition on the party and shall either admit, deny or state it is without knowledge of each and every allegation in the petition. Answers may admit in part, and should elaborate on or explain relevant issues of fact in a manner that will simplify the ultimate issues. The answer may contain affirmative defenses. Any allegation within the petition which is not denied in the answer may be tried as uncontested and evidence to controvert any such allegation may be considered inadmissible. The answer shall further contain the name and address of the respondent for purposes of service.

(2) Any motions in opposition to a petition shall in all cases be filed with the answer. Such motions shall set forth in ordinary and concise language the basis for the opposition. In its objection to the petition, a party may:

(a) Oppose the petition on the ground that it does not state facts sufficient to serve as a basis for appeal;

(b) Oppose the form of particular allegations of the petition on grounds of ambiguity, vagueness, or uncertainty;

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 380.07 FS. History–New 10-2-75, Formerly 22G-1.04, 27G-1.04.

Fla. Admin. Code R. 42-2.005 Time for Filing Appeal

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 380.07 FS. History–New 10-2-75, Formerly 22G-1.05, 27G-1.05, Amended 8-10-86, 11-11-87, Repealed 5-31-15.

Fla. Admin. Code R. 42-2.008 Conduct of Appeals

(1) Within 20 days of the filing of a notice of appeal, all parties shall be given the opportunity to meet to discuss, at a minimum, the following matters:

(a) The issues to be determined in the appeal;

(b) Whether an issue should be decided on the basis of the record made below, additional evidence, or a combination thereof;

For the purposes of this section, the parties shall include the local government which rendered the development order, the owner, the developer, the state land planning agency and the appropriate regional planning agency. Notice of the meeting shall also be given to any person who has filed a motion to intervene or who has requested notice from the Secretary of the Commission. Reasonable notice of the meeting shall be given by the Secretary of the Commission after consultation with the parties. The meeting may take the form of a conference call between the parties; however, written notice of the conference call must be given to the parties and to any person who has filed a motion to intervene or who has requested notice from the Secretary of the Commission. The Secretary, or his designee, shall conduct the meeting.

(2) Within 30 days of the filing of a notice of appeal, the parties shall file:

(a) A prehearing stipulation which shall set forth the following:

The issues of fact on which the parties agree.
The disputed issues of fact and as to each issue, whether the decision should be on the basis of the record made below, additional evidence, or a combination thereof.
The disputed issues of law.

(b) If the parties are unable to stipulate, each party shall file a statement which shall set forth the following:

The reasons the party was unable to join a prehearing stipulation.
The disputed issues of fact and law and as to each issue, whether the decision should be on the basis of the record made below, additional evidence, or a combination thereof.

(c) If applicable, a notice that they do not intend to participate in the appeal and waive further notice of the proceedings.

(3) The Secretary may grant extensions of time limitations referred to in subsections (1) and (2), above, for good cause shown.

(4) Within 60 days of receipt of a notice of appeal in which procedural motions or motions to intervene have been filed, the Secretary of the Commission shall agenda the appeal for consideration by the Commission. Appeals in which no procedural motions or motions to intervene have been filed shall be listed on an agenda and forwarded to the Division of Administrative Hearings for assignment of an administrative law judge and further proceedings unless Commission action is requested within five calendar days of the agenda date. Commission action may be requested by any person or by any member(s) of the Commission. In considering appeals, if the Commission determines that an issue of statewide or regional importance was not raised by the parties but is necessary to its disposition of the appeal, the Commission shall specify said issue and shall specify whether the issue shall be the subject of review based on the record made below, additional evidence or a combination thereof. New issues shall not be raised by the parties or other persons after this Commission meeting. In considering appeals, the Commission may also dispose of procedural motions, including motions to intervene, which have been filed within 30 days of the filing of the notice of appeal.

(a) The Secretary may waive the 60-day requirement for consideration by the Commission in subsection (4), if all parties have entered into a settlement stipulation and have requested an amended development order from the local government or the Commission.

(b) A written request from the initiating party for the waiver referred to in paragraph (a), shall be filed with the Secretary within forty-five (45) days of receipt of a notice of appeal. The request for waiver shall be accompanied by a copy of the executed settlement stipulation.

(c) If a voluntary dismissal of the appeal by the initiating party is not received by the Commission within 120 days of receipt of a notice of appeal, the Commission shall meet to review the issues raised by the parties.

(5) Dismissal of Appeals.

(a) In cases where no petition to intervene has been filed, the initiating party may dismiss the appeal prior to the Commission’s consideration pursuant to subsection (4). Upon the filing of a Notice of Voluntary Dismissal, the Secretary shall issue a Final Order of Dismissal, and the matter will not be heard by the Commission.

(b) For purposes of limiting the costs to the parties seeking to intervene, including local governments with limited resources, in cases where a petition to intervene has been filed, in order to dismiss the appeal the initiating party must file its Notice of Voluntary Dismissal by the second working day prior to the Commission’s consideration pursuant to subsection (4). “Working day” means a day other than Saturday, Sunday, or a holiday. If the initiating party files a Notice of Voluntary Dismissal in such a case after the second working day prior to the Commission’s consideration pursuant to subsection (4), the notice will be treated as a motion to dismiss subject to a ruling during the Commission’s consideration pursuant to subsection (4), above, or later in the proceedings.

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 380.07(3), 380.08(3), 120.57(1)(b) FS. History–New 4-13-75, Formerly 22G-1.08, 27G-1.08, Amended 8-10-86, 5-24-87, 2-13-91, 12-17-91, 4-27-92, 8-5-98.

Fla. Admin. Code R. 42-2.0121 Definitions

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 6-8-77, Formerly 22G-1.121, Amended 2-7-84, Formerly 27G-1.121, Amended 2-20-94, Repealed 5-31-15.

Fla. Admin. Code R. 42-2.013 Request for Review Pursuant to Section 373.114 or 373.217, F.S

(1) In any proceeding arising under Chapter 373, F.S., review by the Commission may be initiated by the Department or a party by filing a request for such review with the Secretary of the Commission and serving a copy on any person named in the rule or order, and on all parties to the proceeding which resulted in the order sought to be reviewed. A certificate of service showing completion of service as required by this subsection shall be a requirement for a determination of sufficiency under Rule 42-2.0132, F.A.C. Failure to file the request with the Commission within the time period provided in Rule 42-2.0132, F.A.C., shall result in dismissal of the request for review.

(2) The request for review shall identify the rule or order requested to be reviewed, the proceeding in which the rule or order was entered and the nature of the rule or order. A copy of the rule or order sought to be reviewed shall be attached. The request for review shall state with particularity:

(a) How the order or rule conflicts with the requirements, provisions and purposes of Chapter 373, F.S., or rules duly adopted thereunder;

(b) How the rule or order sought to be reviewed affects the interests of the party seeking review;

(c) The oral or written statement, sworn or unsworn, which was submitted to the agency concerning the matter to be reviewed and the date and location of the statement, if the individual or entity requesting the review has not participated in a proceeding previously instituted pursuant to Chapter 120, F.S., on the order for which review is requested;

(d) If review of an order is being sought, whether and how the activity authorized by the order would substantially affect natural resources of statewide or regional significance, or whether the order raises issues of policy, statutory interpretation, or rule interpretation that have regional or statewide significance from a standpoint of agency precedent, and all the factual bases in the record which the petitioner claims support such determination(s); and,

(e) The action requested to be taken by the Commission as a result of the review, whether to rescind or modify the order, or remand the proceeding to the water management district for further action, or to require the water management district to initiate rulemaking to adopt, amend or repeal a rule.

(3) In a review of a construction permit issued pursuant to a conceptual permit under Chapter 373, Part IV, F.S., which conceptual permit is issued after July 1, 1993, a party to the review may not raise an issue which was or could have been raised in a review of the conceptual permit under this rule.

(4)(a) With regard to a request for review of an order by a party, if the petition is timely filed, sufficient, and raises issues of conflict with the requirements of Chapter 373, F.S., or rules duly adopted thereunder, then the Commission shall accept the request for review of an order if:

Three members of the Commission determine on the basis of the record below that the activity authorized by the order would substantially affect natural resources of statewide or regional significance, or
Three members of the Commission determine that the order raises issues of policy, statutory interpretation, or rule interpretation that have regional or statewide significance from the standpoint of agency precedent.

(b) When a request for review of an order or rule initiated by the Department is timely filed, sufficient, and raises issues of conflict with the requirements of Chapter 373, F.S., or rules duly adopted thereunder, the Commission shall accept the request for review without regard to the limitations of subparagraphs (4)(a)1. and (4)(a)2.

(c) For the purpose of subparagraph 42-2.013(4)(a)1., F.A.C., it shall be presumed that an activity authorized by an order will not affect resources of statewide or regional significance if the proposed activity:

Occupies an area less than 10 acres in size,
Does not create impervious surfaces greater than 2 acres in size,
Is not located within 550 feet of the shoreline of a named body of water designated as Outstanding Florida Waters; and,
Does not adversely affect threatened or endangered species. This paragraph shall not operate to hold that any activity that exceeds these limits is presumed to affect resources of statewide or regional significance. The determination of whether an activity will substantially affect resources of statewide or regional significance shall be based upon facts contained in the record below.

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 373.217, 380.07 FS. History–New 6-8-77, Formerly 22G-1.13, Amended 2-7-84, Formerly 27G-1.13, Amended 2-20-94, 3-15-95, 4-16-07.

Fla. Admin. Code R. 42-2.0131 Request for Review of Rules and Orders of the Former Department of Natural Resources

(1) Scope. The Florida Land and Water Adjudicatory Commission has the exclusive authority to review any order or rule, as defined in subsections 42-2.0121(7) and (10), F.A.C., respectively, which the Governor and Cabinet, sitting as head of the former Department of Natural Resources, had authority to issue or promulgate prior to July 1, 1993, other than a rule or order relating to an internal procedure of the Department.

(2) Request for Review.

(a) Review of any order or rule under the provisions of this rule may be initiated by a party to a proceeding by filing a request for review with the Secretary of the Commission. Failure to file the request with the Commission within the time period provided in Rule 42-2.0132, F.A.C., shall result in dismissal of the request for review.

(b) To be considered sufficient for purposes of Rule 42-2.0132, F.A.C., the request for review shall:

Identify the rule or order to be reviewed and the date the rule was filed or the order was rendered,
State with particularity how the rule or order sought to be reviewed affects the interests of the party seeking review,
State with particularity how the order or rule conflicts with the provisions and purposes of the statutes or laws under which the rule was promulgated or the order issued,
Specifically identify the oral or written statement, sworn or unsworn, which was submitted to the Department concerning the matter to be reviewed and the date and location of the statement, if the individual or entity requesting the review has not participated in a proceeding previously instituted pursuant to Chapter 120, F.S.,
State with particularity the action sought from the Commission as a result of the review,
Contain a copy of the rule or order for which review is sought; and,
Contain a statement certifying that service of the request for review has been carried out in the manner required by paragraph (2)(a), above.

(3) Acceptance of Request for Review.

(a) Upon receipt of a sufficient request for review, the Secretary shall schedule the request for acceptance by the Commission, notifying all parties of the date that acceptance of the request will be considered. An affirmative vote of one member of the Commission shall be necessary for the request to be accepted for review. Oral argument shall be authorized only when deemed necessary by the Commission for the purpose of making a decision regarding acceptance of the review.

(b) If the request for review is not accepted by the Commission, the Secretary shall notify all parties that the request has not been accepted.

(c) If the request for review is accepted by the Commission, the Secretary shall notify all parties that the request has been accepted. Unless otherwise requested and agreed to by the parties, the merits of the request for review will be considered by the Commission at the next regularly-scheduled Cabinet meeting following acceptance of the request.

History

Rulemaking Authority 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 2-20-94, Amended 3-15-95.

Fla. Admin. Code R. 42-2.0132 Procedure for Filing Petitions from a Water Management District Order

(1) Review by the Commission is appellate in nature and shall be based solely on the record below unless the Commission determines that a remand for a formal evidentiary proceeding is necessary to develop additional findings of fact.

(2) Review by the Commission is appellate in nature and shall be based solely on the record below unless the Commission determines that a remand for a formal evidentiary proceeding is necessary to develop additional findings of fact.

(a) A request for review of an order or rule of a water management district pursuant to Section 373.114(1), F.S., shall be filed with the Secretary within 20 days after rendition of the order or adoption of the rule sought to be reviewed.

(b) A request for review of an order of the Department rendered pursuant to Section 373.114(2), F.S., requiring amendment or repeal of a water management district rule, shall be filed with the Secretary within 30 days of rendition.

(c) A request for review of any order or rule of the Department pursuant to Rule 42-2.0131, F.A.C., shall be filed with the Secretary within 20 days after adoption of the rule or rendition of the order sought to be reviewed.

(3) Simultaneous with filing, a copy of the request for review shall be served on the Secretary of the Department and all parties as provided in Rule 42-2.019, F.A.C.

(4) Within ten (10) days from receipt of the request for review, the Secretary shall determine whether the request for review is timely filed and sufficient. A request for review is sufficient if all elements of the request for review, as listed in either Rule 42-2.013 or paragraph 42-2.0131(2)(b), F.A.C., as applicable, are contained in the request for review. If the Secretary determines that the request for review does not contain the required elements, the Secretary shall notify the person requesting review, in writing, that the request is insufficient, identifying the missing element(s). The person requesting review shall have fifteen (15) days from the date of service of such written notice to file and serve the necessary additional information as provided in Rule 42-2.019, F.A.C. If the Secretary determines that the petition is still insufficient after the petitioner’s submittal of additional information within the fifteen day period, the Secretary shall again notify the person requesting review, in writing, that the request remains insufficient, identifying the missing element(s). The person requesting review shall have fifteen (15) days from the date of such written notice to file and serve the necessary additional information as provided in Rule 42-2.019, F.A.C. Failure to cure the deficiencies noted by the Secretary within the prescribed time periods shall be grounds for dismissal. A request for review which is determined to be insufficient by the Secretary shall not be considered to have been received for the purposes of this rule and Rules 42-2.013, 42-2.0131 and 42-2.015, F.A.C., until the Secretary has determined that the insufficiency is cured or the Department and the parties are otherwise notified by the Secretary.

(5) A request for review under Rule 42-2.013 or 42-2.0131, F.A.C., is not a precondition to seeking judicial review pursuant to Section 120.68, F.S., or seeking an administrative determination of rule validity pursuant to Section 120.56, F.S.

(6) Requests for review under Rule 42-2.013 or 42-2.0131, F.A.C., shall be heard by the Commission not more than 60 days after the date the request for review has been received and determined by the Secretary to be sufficient, unless waived by all parties.

(7) For reviews of orders initiated pursuant to Rule 42-2.013, F.A.C., except when it initiates the review, the Department shall:

(a) Within 15 days of receipt of the request for review, file a recommendation on the determination of whether, based on the record, the activity authorized by the order would substantially affect natural resources of statewide or regional significance, or whether the order raises issues of policy, statutory interpretation, or rule interpretation that have regional or statewide significance from the standpoint of agency precedent. The recommendation shall be served on all parties in accordance with Rule 42-2.019, F.A.C.

(b) Within 45 days of receipt of the request for review, file a recommendation on the merits of the request for review. The recommendation shall be served on all parties in accordance with Rule 42-2.019, F.A.C.

(8) Any statements in opposition to the acceptance of review, and any motions on jurisdictional or procedural grounds, shall not exceed 25 pages and shall be filed within 20 days after the Secretary’s receipt of the request for review. Such statements and motions may be combined in a single document, and shall be served in accordance with Rule 42-2.019, F.A.C.

(9) Oral arguments and any memoranda presented to the Commission shall be based solely on and shall specifically refer to the portions of the record below on file with the Commission.

(10) Oral argument will only be allowed in cases in which the record below needs to be clarified. The oral argument shall be limited to the situation or issues raised in the request for review.

(11) The Department or any party may submit a proposed order, provided it is filed and served on all parties in accordance with Rule 42-2.019, F.A.C., within 45 days of the Secretary’s determination of sufficiency.

(12) For requests for review brought pursuant to Rule 42-2.0131, F.A.C., any party may submit a memorandum of law in support of the party’s position. The memorandum shall not exceed 50 pages in length and shall be filed with the Secretary and a copy served on the Department and all other parties in accordance with Rule 42-2.019, F.A.C., at least 10 days prior to the hearing before the Commission.

(13) Prior to placing the matter before the Commission for decision, the Secretary is authorized to secure any further assistance he deems necessary for the evaluation, recommendation, and presentation of the request of review, using any appropriate funds.

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 2-20-94, Amended 3-15-95, 4-16-07.

Fla. Admin. Code R. 42-2.014 Record

(1) For requests for review under Rule 42-2.013 or 42-2.0131, F.A.C., the record below shall consist of all documents, exhibits, and a transcript of the proceedings, if any, filed with the agency regarding the action from which review is sought.

(2) The person requesting review may designate any part of the record below deemed pertinent to the review. The agency shall prepare and file the record on review containing those parts designated. The record shall also include the following:

(a) In the case of a request to review a rule:

The complete request for review,
A copy of the full text of the rule in question,
A copy of the notice of rulemaking and any notice of change filed in the F.A.R.,
A copy of the economic impact statement, if applicable; and,
An agenda item summarizing the rule and the nature of the dispute, if applicable.

(b) In the case of a request to review an order:

The complete request for review,
A copy of the order in question, complete with all attachments and appendices as appropriate,
If an administrative hearing pursuant to Section 120.57(1), F.S., has been held:

a. A copy of the administrative law judge’s recommended order; and,

b. A copy of the transcript of the hearing before the hearing officer, if available; and,

An agenda item summarizing the agency action and nature of the controversy, if applicable.

(3) The agency shall prepare, file and serve an index to the record on appeal.

(4) The Department and any party may supplement the record on appeal with such additional parts of the record below as deemed pertinent. For requests for review brought pursuant to Rule 42-2.0131, F.A.C., such supplements to the record shall be filed and served on the Department and all parties within 30 days of the filing of a sufficient request for review. For requests for review brought under Rule 42-2.013, F.A.C., such supplements to the record shall be filed and served in accordance with Rule 42-2.019, F.A.C., with the party’s brief or recommendation as provided in Rule 42-2.015, F.A.C.

(5) No evidence shall be offered to or admitted by the Commission that does not appear in the record below. Oral arguments, briefs or memoranda presented to the Commission shall be based solely on and shall specifically refer to the portions of the record filed with the Commission, including any supplements thereto by the person requesting the review, the Department, or any party.

(6) A copy of the record filed with the Commission shall be furnished to any person upon request and payment of the actual costs of copying.

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 6-8-77, Formerly 22G-1.14, Amended 2-7-84, Formerly 27G-1.14, Amended 2-20-94, 3-15-95.

Fla. Admin. Code R. 42-2.015 Briefs for Petitions for Review Pursuant to Rule 42-2.013, F.A.C

(1) Within 15 days of filing a sufficient request for review pursuant to Rule 42-2.013, F.A.C., the person requesting review shall file a main brief in support of the review, together with a request for oral argument, if desired. At the same time, the Department or person requesting review shall, pursuant to Rule 42-2.014, F.A.C., designate any part of the record it deems pertinent. Both the original brief and the designation of the record shall be filed with the Secretary of the Commission, with a copy of the brief and the designation of the record served in accordance with Rule 42-2.019, F.A.C.

(2) Answer briefs shall be filed and served within 15 days of the service of the main brief along with the designation of any additional record deemed necessary, and a request for oral argument, if desired. No additional briefs may be filed.

(3) Briefs shall not exceed 50 pages and shall be prepared in substantial conformity to the style and content requirements set forth in Rule 9.210, Florida Rules of Appellate Procedure.

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 6-8-77, Formerly 22G-1.15, Amended 2-7-84, Formerly 27G-1.15, Amended 2-20-94, 3-15-95.

Fla. Admin. Code R. 42-2.016 Motions

Procedural motions shall be granted or denied by the Secretary. Other motions permitted by the Florida Rules of Appellate Procedure may be made where appropriate and shall be disposed of at the Commission’s final hearing.

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 6-8-77, Formerly 22G-1.16, Amended 2-7-84, Formerly 27G-1.16, Amended 3-15-95.

Fla. Admin. Code R. 42-2.019 Filing and Service of Documents

History

Rulemaking Authority 373.114(1)(f), 380.07(1) FS. Law Implemented 373.114, 380.07 FS. History–New 6-8-77, Formerly 22G-1.19, Amended 2-7-84, Formerly 27G-1.19, Amended 2-20-94, Repealed 5-31-15.

Fla. Admin. Code R. 42-2.020 Definitions

For the purposes of Rule 42-2.021, F.A.C., the following terms shall have the following meanings:

(1) “Commission” shall mean the Governor and Cabinet sitting as the Florida Land and Water Adjudicatory Commission.

(2) “Department” means the Department of Agriculture and Consumer Services.

(3) “Land management agency” means the agency charged with managing publicly owned lands.

(4) “Local arthropod control agency” means the county, city, or district charged with arthropod control over publicly owned lands.

(5) “Rendered” or “rendition” means the act of the Department in transmitting by certified U.S. mail a recommended public lands control plan to the land management agency and the local arthropod control agency.

(6) “Secretary” shall mean the Secretary of the Florida Land and Water Adjudicatory Commission, who is also the Clerk of the Commission.

History

Rulemaking Authority 388.4111(2)(c) FS. Law Implemented 388.4111 FS. History–New 8-5-87.

Fla. Admin. Code R. 42-2.021 Initiation of Appeal

(1) The purpose of Rules 42-2.020 and 42-2.021, F.A.C., is to establish rules of procedure for the conduct of appeals of public lands control plans before the Commission. The appeals process may be initiated only after attempts have been made to formulate a plan by the local arthropod control agency, the land management agency, the Florida Coordinating Council on Mosquito Control, and the Department pursuant to Section 388.4111, F.S., and Rule 5E-13.042, F.A.C.

(2) In any proceeding arising under Section 388.4111(2)(c), F.S., review by the Commission may be initiated by the land management agency or the local arthropod control agency if the land management agency and the local arthropod control agency fail to agree to a recommended public lands control plan within thirty (30) days after the plan is rendered by the Department. The land management agency or local arthropod control agency may initiate an appeal by filing a petition with the Secretary of the Commission within seventy-five (75) days following the rendition of the recommended public lands control plan. Copies of the petition shall be served on each member of the Commission, on the Secretary of the Department, and on any person named in the petition. The petition shall identify the recommended public lands control plan requested to be reviewed; the relevant procedural events which occurred prior to the filing of the petition; the reasons for the appeal or the errors charged, stated with particularity; and the action requested to be taken by the Commission as a result of the appeal, whether to adopt or modify the proposed public lands control plan. A copy of relevant portions of the public lands control plan sought to be reviewed shall be attached.

(3) Within seven (7) days from receipt of the petition, the Secretary shall determine that the petition contains all elements listed in subsection (2), herein. If the Secretary determines that the petition does not contain the required elements, he shall notify the petitioner, in writing, identifying the missing elements. The petitioner shall have fifteen (15) days from the date of such written notice to submit the necessary additional information. A determination of insufficiency by the Secretary shall toll the time schedule for filing pleadings and performing other actions until the insufficiency is cured.

History

Rulemaking Authority 388.4111(2)(c) FS. Law Implemented 388.4111 FS. History–New 8-5-87.

Division 42FF Double Branch Community Development District

Chapter 42FF-1 DOUBLE BRANCH COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42FF-1.001 Establishment

The Double Branch Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 7-3-02.

Fla. Admin. Code R. 42FF-1.002 Boundary

The boundaries of the district are as follows:

A parcel of land lying in and being part of Sections 4, 5, 6, 8 and 9, Township 4 South, Range 25 East, Clay County, Florida, being more particularly described as follows:

Commencing at the Northwest corner of said Section 4, also being the Northeast corner of said Section 5; thence, on the West line of said Section 4, South 00 degrees 10 minutes 14 seconds East, 5.00 feet to the point of beginning; thence, parallel with and 5.0 feet South from the North line of said Section 4, also being the line dividing Clay County and Duval County, and the North line of said Township 4 South, North 89 degrees 50 minutes 04 seconds East, 2039.14 feet to the West line of Deerfield Pointe, as recorded in Plat Book 22, Pages 62 through 65, of the public records of said Clay County; thence, on said West line, South 00 degrees 20 minutes 13 seconds West, 1,354.17 feet to the South line of said Deerfield Pointe; thence, on said South line, North 89 degrees 51 minutes 50 seconds East, 675.62 feet to the West line of Spencer’s Crossing Unit 1, as recorded in Plat Book 18, Pages 18 through 22, of said public records; thence, on said West line, the West line of Spencer’s Crossing Unit 5, as recorded in Plat Book 27, Pages 19 through 22, the West line of Sweetbriar, as recorded in Plat Book 32, Pages 61 through 64, the West line of lands recorded in Official Records Book 1603, Page 1212, and the West line of a 20 foot right-of-way recorded in Official Records Book 1603, Page 1220, all being recorded in the public records of said county, said line also being the East line of the Southeast quarter of the Northwest quarter and the Southwest quarter of said Section 4, South 00 degrees 31 minutes 32 seconds West, 4,050.46 feet to the South line of said Section 4; thence, on said South line, North 89 degrees 51 minutes 57 seconds West, 662.62 feet to the West line of lands described in Official Records Book 1603, page 1212, of said public records, also being the East line of the West half of the Northeast quarter of the Northwest quarter of said Section 9; thence, on last said line, South 00 degrees 11 minutes 52 seconds East, 1388.96 feet to the South line of said Northeast quarter of the Northwest quarter of said Section 9; thence, on said South line, South 89 degrees 09 minutes 05 seconds West, 662.36 feet to the East line of the Southwest quarter of the Northwest quarter of said Section 9; thence, on said East line, South 00 degrees 21 minutes 15 seconds East, 699.95 feet to the South line of the North half of the Southwest quarter of the Northwest quarter of said Section 9; thence, on said South line, South 88 degrees 36 minutes 38 seconds West, 1,327.66 feet to the West line of said Section 9, also being the East line of said Section 8; thence, on the South line of the North half of the Southeast quarter of the Northeast quarter of said Section 8, North 88 degrees 34 minutes 52 seconds West, 1,335.51 feet to the East line of the Southwest quarter of the Northeast quarter of said Section 8; thence, on said East line, South 00 degrees 10 minutes 48 seconds East, 700.93 feet to the South line of said Southwest quarter of the Northeast quarter of Section 8; thence, on said South line, North 88 degrees 09 minutes 42 seconds West, 1,156 feet, more or less, to the centerline of the North prong of Double Branch; thence, in a Northwesterly direction, by and along said centerline and following the meanderings thereof, 12,053 feet, more or less, to a point bearing South 89 degrees 49 minutes 27 seconds West from the point of beginning; thence, parallel with and 5.0 feet South from the North line of said Section 5, North 89 degrees 49 minutes 27 seconds East, 5,043 feet, more or less, to the point of beginning. Said parcel containing 1,203 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 7-3-02.

Fla. Admin. Code R. 42FF-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Donald P. Hinson, James T. O’Riley, Donald E. Brown, Charles W. Arnold, III, and Gary F. Hannon.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 7-3-02.

Division 42E Dunes Community Development District

Chapter 42E-1 DUNES COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42E-1.001 Creation

The Dunes Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 10-22-85, Formerly 42E-1.01.

Fla. Admin. Code R. 42E-1.002 Boundary

The boundaries of the district are as follows:

A PARCEL OF LAND LYING WITHIN GOVERNMENT SECTION 20, 21, 28, 29, 33, AND 40, TOWNSHIP 10 SOUTH, RANGE 31 EAST AND GOVERNMENT SECTIONS 3, 4, 9, 10, 15, 22, 23, 37, 38, 44 AND 46, TOWNSHIP 11 SOUTH, RANGE 31 EAST, LYING EAST AND WEST OF THE INTRACOASTAL WATERWAY (500' R/W), FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

From a POINT OF BEGINNING being the intersection of the Westerly boundary line of Government Section 10, Township 11 South, Range 31 East, with the Northerly right-of-way of A-1-A (100' R/W); Thence South 89°35'06" West 354.27 feet along said right-of-way to a POINT OF CURVATURE; Thence Northwesterly 2,266.81 feet along a curve to the right having a radius of 1860.08 feet and a central angle of 69°49'27" to a POINT OF TANGENCY; Thence North 20°35'27" West 3,319.79 feet; Thence departing said right-of-way South 69°24'33" West 100.00 feet to a POINT on the Westerly right-of-way of A-1-A; Thence departing said Westerly right-of-way South 59°09'36" West 945.19 feet to a POINT on the Easterly right-of-way of the Intracoastal Waterway (500' R/W); Thence departing said Easterly right-of-way of the Intracoastal Waterway South 59°09'36" West 490.08 feet to a POINT OF CURVATURE; Thence Southwesterly 1,158.94 feet along a curve to the left having a radius of 1,045.92 feet, a central angle of 63°29'15", a chord of 1,100.56 feet and a chord bearing South 27°24'59" West to a POINT OF TANGENCY; Thence departing said curve on a radial line South 85°40'21" West 25.00 feet; Thence South 04°19'39" East 550.00 feet; Thence South 85°40'21" West 150.00 feet; Thence North 07°04'46" West 490.75 feet to a POINT OF CURVATURE; Thence Northeasterly 1,440.40 feet along a concentric curve to the right having a radius of 1,245.92 feet, a central angle of 66°14'22", a chord of 1,361.51 feet and a chord bearing North 26°02'25" East to a POINT OF TANGENCY; Thence North 59°09'36" East 525.35 feet to a POINT on said Easterly right-of-way of the Intracoastal Waterway; Thence North 20°50'24" West 2,276.77 feet along said Easterly right-of-way; Thence North 20°35'42" West 1,641.38 feet to a POINT on the Southerly boundary line of Township 10 South; Thence North 26°09'18" West 288.04 feet; Thence departing said right-of-way of the Intracoastal Waterway North 85°47'21" East 1,202.32 feet to a POINT on the Westerly right-of-way of A-1-A; Thence South 16°45'12" East 638.65 feet; Thence departing said Westerly right-of-way North 73°14'48" East 100.00 feet to a POINT on the Easterly right-of-way of A-1-A; Thence departing said Easterly right-of-way North 89°19'02" East 148.56 feet; Thence North 16°34'25" West 210.00 feet to a POINT on the Southerly right-of-way of Jungle Hut Road (50' R/W); Thence North 89°19'02" East along said right-of-way 855.66 feet; Thence departing said Southerly right-of-way North 19°50'00" West along the Westerly boundary line of Section 40, Township 10 South, Range 31 East 3,356.28 feet; Thence South 71°11'00" West 1,290.19 feet to a POINT on the Easterly right-of-way of said A-1-A, being a POINT ON A CURVE; Thence Northwesterly along said right-of-way 244.67 feet along a curve to the right having a radius of 1,860.08 feet, a central angle of 07°32'11", a chord of 244.49 feet and a chord bearing North 22°35'06" West to a POINT OF TANGENCY; Thence North 18°49'00" West 1,645.60 feet; Thence departing said right-of-way of A-1-A North 71°11'00" East 180.00 feet; Thence North 18°49'00" West 25.00 feet; Thence North 71°11'00" East 25.00 feet; Thence North 18°49'00" West 200.00 feet; Thence South 71°11'00" West 205.00 feet to a POINT on said Easterly right-of-way of A-1-A; Thence North 18°49'00" West along said right-of-way 350.65 feet; Thence departing said right-of-way North 71°11'00" East 1,262.52 feet to a POINT on the Easterly boundary line of said Section 40; Thence North 19°50'00" West along said Easterly boundary line 200.03 feet; Thence departing said Easterly boundary line South 71°11'00" West 1,258.97 feet to a POINT on said Easterly right-of-way of A-1-A; Thence North 18°49'00" West along said right-of-way 200.00 feet;

Thence departing said right-of-way North 71°11'00" East 1,255.42 feet to a POINT on the said Easterly boundary line of Section 40; Thence North 19°50'00" West along said Easterly boundary line 900.14 feet to a POINT on the Northerly right-of-way of 16th Road; Thence departing said boundary line of Section 40, South 71°10'52" West along said Northerly right-of-way 1,239.45 feet to a POINT on the Easterly right-of-way of said A-1-A; Thence departing said right-of-way of 16th Road North 18°49'00" West along said right-of-way of A-1-A, 1,832.56 feet; Thence departing said Easterly right-of-way of A-1-A North 71°11'00" East 808.33 feet; Thence North 18°49'00" West 808.33 feet; Thence South 71°11'00" West 808.33 feet to a POINT on said Easterly right-of-way of A-1-A; Thence North 18°49'00" West 2,537.61 feet to a POINT on the Southerly right-of-way of Malacompra Road; Thence North 71°10'09" East along said Southerly right-of-way 1,138.42 feet; Thence North 88°23'31" East 9.62 feet to a POINT on the said Easterly boundary line of Section 40; Thence departing said Easterly boundary line of Section 40, along the Southerly right-of-way of Malacompra Road North 88°23'31" East 2,073.88 feet; Thence South 00°36'49" East 24.00 feet; Thence North 88°23'31" East 161.76 feet; Thence departing said Southerly right-of-way of Malacompra Road South 59°50'14" East 903.24 feet; Thence North 70° 16' 28" East 149.70 feet to a POINT on the Mean High Water Line of the Atlantic Ocean; Thence along the said Mean High Water Line South 19° 43' 32" East 488.98 feet; Thence South 19°28' 39" East 506.20 feet; Thence South 19°58'00" East 510.90 feet; Thence South 19°51'56" East 498.83 feet; Thence South 19°59'52" East 505.34 feet; Thence South 18°07'53" East 498.03 feet; Thence South 18°03'02" East 191.19 feet; Thence departing said Mean High Water Line of the Atlantic Ocean South 71°10'52" West 710.00 feet; Thence South 47°55'12" West 591.12 feet; Thence South 18°49'08" East 730.00 feet; Thence South 76°24'51" East 430.15 feet; Thence North 81°10'52" East 400.00 feet; Thence North 71°10'52" East 500.00 feet to a POINT on the said Mean High Water Line of the Atlantic Ocean; Thence along said Mean High Water Line South 19°29'22" East 64.84 feet; Thence South 20°54'05" East 497.62 feet; Thence South 19°45'00" East 507.57 feet; Thence South 20°49'52" East 497.95 feet; Thence South 20°18'41" East 507.65 feet; Thence South 19°30'43" East 510.25 feet; Thence South 18°30'55" East 494.37 feet; Thence South 19°52'39" East 502.28 feet; Thence South 22°20'56" East 497.23 feet; Thence South 20°41'30" East 508.67 feet; Thence South 20°26'31" East 500.09 feet; Thence South 19°53'06" East 499.88 feet; Thence South 21°45'36" East 503.26 feet; Thence South 24°02'33" East 516.08 feet; Thence South 18°20'30" East 356.06 feet; Departing said Mean High Water Line of the Atlantic Ocean South 71°39'30" West 250.00 feet; Thence South 61°47'41" West 218.61 feet; Thence South 07°25'03" East 50.00 feet; Thence South 76°10'20" East 270.32 feet; Thence North 69°00'33" East 250.00 feet to a POINT on said Mean High Water Line of the Atlantic Ocean; Thence along said Mean High Water Line of the Atlantic Ocean South 20°59'25" East 194.96 feet to a POINT on the Northerly right-of-way of Jungle Hut Road; Thence departing said Northerly right-of-way South 20°59'25" East 53.31 feet to a POINT on the Southerly right-of-way of Jungle Hut road; Thence departing said Southerly right-of-way along said Mean High Water Line, South 20°59'25" East 181.06 feet; Thence South 20°20'30" East 505.02 feet; Thence South 20°08'17" East 500.64 feet; Thence South 19°52'12" East 501.56 feet; Thence South 19°13'54" East 497.29 feet; Thence South 21°19'23" East 502.64 feet; Thence South 19°57'05" East 507.06 feet; Thence South 17°56' 5" East 507.34 feet; Thence South 18°49'25" East 504.65 feet; Thence South 21°02'20" East 497.73 feet; Thence South 21°04'43" East 482.98 feet; Thence South 21°04'34" East 11.02 feet; Thence South 19°11'42" East 496.68 feet; Thence South 22°23'45" East 506.75 feet; Thence South 20°55'06" East 500.63 feet; Thence South 20°42'16" East 499.00 feet; Thence South 22°07'09" East 499.32 feet; Thence South 21°45'31" East 500.88 feet; Thence South 21°59'38" East 227.33 feet; Thence South 21°59'39" East 264.23 feet; Thence South 22°30'14" East 498.51 feet; Thence South 22°43'23" East 499.93 feet; Thence South 21°20'52" East 499.51 feet; Thence South 22°12'03" East 499.95 feet; Thence South 21°18'01" East 498.09 feet; Thence South 23°31'50" East 493.34 feet; Thence South 23°12'12" East 498.28 feet; Thence South 22°31'35" East 377.81 feet; Thence departing said Mean High Water Line of the Atlantic Ocean South 63°01'05" West 666.44 feet to a POINT on the Westerly right-of-way of the Old Florida East Coast Canal (200' R/W); Thence South 26°58'55" East 805.88 feet along said Westerly right-of-way of the Old Florida East Coast Canal; Thence South 19°11'11" East along said Westerly right-of-way 2,844.27 feet; Thence South 17°01'23" East 3,542.51 feet to a POINT of intersection with the Easterly right-of-way of the Intracoastal Waterway (500' R/W); Thence departing said Westerly right-of-way of the Old Florida East Coast Canal North 46°36'23" West along said Easterly right-of-way of the Intracoastal Waterway 1,326.21 feet; Thence North 22°42'28" West 8,360.55 feet; Thence North 22°41'50" West 563.33 feet; Thence North 44°45'20" West 1,003.14 feet; Thence North 66°49'09" West 1,914.50 feet to a POINT of intersection with the Southerly right-of-way of said Old Florida East Coast Canal; Thence departing said Easterly right-of-way of the Intracoastal Waterway South 89°41'27" East along said Southerly right-of-way of the Old Florida East Coast Canal 1,203.59 feet; Thence departing said Southerly right-of-way North 00°18'33" West 200.00 feet to a POINT on the Northerly right-of-way of the Old Florida East Coast Canal; Thence departing said Northerly right-of-way North 00°37'47" West 247.39 feet to a POINT of the Southerly right-of-way of said A-1-A; Thence departing said Southerly right-of-way North 00°24'54" West 100.00 feet to a POINT on the Northerly right-of-way of A-1-A; Thence South 89°35'06" West along said Northerly right-of-way 309.45 feet to the POINT OF BEGINNING of this description.

Less and except the right-of-way of A-1-A,

All platted streets lying within the Johnson Beach Subdivision, Lots 1-9, 15-22, Block 1; 1-3, 18 & 19, Block 2; Lot 19, Block 3; Lots 1-4, 18-22, Block 4; Lots 1-11, 18-29, Block 5; Lots 13 & 14, 16-24, Block 7; Lots 2 & 5-11, Block 8 of said Johnson Beach Subdivision, Old Florida East Coast Canal, the Intracoastal Waterway and Jungle Hut Road.

AND INCLUDING THE FOLLOWING PARCEL;

DESCRIPTION:

A Parcel of land lying within Government Section 28, Township 10 South, Range 31 East, Flagler County, Florida, being more particularly described as follows:

A POINT OF REFERENCE being the Southeast Corner of Government Section 40, Township 10 South, Range 31 East, thence North 19°50'00" West along the East Line of Section 40 a distance of 7,019.14 feet to a point on the southerly right-of-way of 16th Street, thence departing the East Line of Section 40 North 71°10'52" East a distance of 1,559.67 feet to the POINT OF BEGINNING of this description, thence North 18°49'08" West a distance of 430.00 feet, thence North 47°55'12" East a distance of 591.12 feet, thence North 71°10'52" East a distance of 710.00 feet more or less to a point on the Mean High Water Line (MHWL) of the Atlantic Ocean, thence South 18°03'02" East a distance of 313.20 feet to a point on the MHWL, thence South 19°09'34" East a distance of 503.68 feet to a point on the MHWL, thence South 19°29'22" East a distance of 446.61 feet to a point on the MHWL of the Atlantic Ocean, thence departing said Atlantic Ocean South 71°10'52" West a distance of 500.00 feet, thence South 81°10'52" West a distance of 400.00 feet, thence North 76°24'51" West a distance of 430.15 feet, thence North 18°49'08" West a distance of 300.00 feet to the POINT OF BEGINNING.

Less and except 16th Road (80'R/W) and its extension easterly to the Atlantic Ocean according to the Subdivision Plat North Raffles Surf Club Section-85, recorded in Map Book 23, Pages 41 through 57, of the Public Records of Flagler County, Florida.

Parcel (less 16th Road) containing 30.7061 acres more or less.

Bearings refer to the Mercator Grid System of the East zone of Florida and locally referenced to the East Line of Government Section 40, Township 10 South, Range 31 East, being North 19°50'00" West.

Net Acres containing 2,145.2461 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-22-85, Formerly 42E-1.02, Amended 2-28-00.

Fla. Admin. Code R. 42E-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: David Raborn, Gary Walters, Alan Smolen, Sam Butler, and Bill Armour.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005, 190.006(1) FS. History–New 10-22-85, Formerly 42E-1.03, Technical Change 4-10-26.

Division 42MM Durbin Crossing Community Development District

Chapter 42MM-1 DURBIN CROSSING COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42MM-1.001 Establishment

The Durbin Crossing Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 11-5-03.

Fla. Admin. Code R. 42MM-1.002 Boundary

The boundaries of the district are as follows:

A PART OF SECTIONS 1, 2, 11, 12, 13 AND 14, TOWNSHIP 5 SOUTH, RANGE 27 EAST TOGETHER WITH A PART OF SECTIONS 6, 7 AND 18, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 1; THENCE NORTH 02°46'18" WEST ALONG THE WEST LINE OF SAID SECTION 1, A DISTANCE OF 2,687.90 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 1; THENCE SOUTH 87°01'13" WEST ALONG THE SOUTH LINE OF THE NORTHEAST 1/4 OF SECTION 2, A DISTANCE OF 2,624.29 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 2; THENCE NORTH 04°00'43" WEST ALONG THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 2, A DISTANCE OF 1,456.66 FEET; THENCE NORTH 89°31'52" EAST, A DISTANCE OF 1,323.67 FEET; THENCE NORTH 02°14'55" WEST, A DISTANCE OF 1,340.72 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 2; THENCE NORTH 89°18'52" EAST ALONG THE NORTH LINE OF SAID SECTION 2, A DISTANCE OF 1,320.98 FEET TO THE NORTHWEST CORNER OF SAID SECTION 1; THENCE NORTH 89°10'39" EAST ALONG THE NORTH LINE OF SAID SECTION 1, A DISTANCE OF 2656.01 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 1; THENCE SOUTH 03°00'20" EAST ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 1, A DISTANCE OF 1,346.55 FEET; THENCE NORTH 89°14'51" EAST, A DISTANCE OF 2,446.18 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF RUSSELL SAMPSON ROAD (A 60.00 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); THENCE SOUTH 12°50'25" EAST ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 10.50 FEET; THENCE SOUTH 13°08'19" EAST CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 3,220.08 FEET TO THE POINT OF CURVE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 633.18 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 308.74 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF SOUTH 27°06'27" EAST AND A CHORD DISTANCE OF 305.69 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 41°04'35" EAST CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 1,409.00 FEET TO THE POINT OF CURVE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 518.12 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE AND ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 303.00 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF SOUTH 24°19'22" EAST AND A CHORD DISTANCE OF 298.70 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 07°34'09" EAST CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 455.49 FEET TO THE POINT OF CURVE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 578.44 FEET; THENCE SOUTHEASTERLY CONTINUING ALONG SAID RIGHT-OF-WAY LINE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 423.05 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF SOUTH 28°31'17" EAST AND A CHORD DISTANCE OF 413.69 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 49°28'24" EAST, CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 90.24 FEET TO THE POINT OF CURVE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 4,773.62 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 342.62 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF SOUTH 47°25'02" EAST AND A CHORD DISTANCE OF 342.55 FEET TO A POINT ON SAID CURVE; THENCE SOUTH 25°23'14" WEST, LEAVING SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 122.52 FEET; THENCE SOUTH 18°05'25" WEST ALONG A LINE 10.00 FEET EASTERLY OF AND PARALLEL WITH THE CENTERLINE OF A TRAIL ROAD AND BEING ALONG THE EASTERLY EDGE OF SAID ROAD, A DISTANCE OF 480.00 FEET TO THE POINT OF CURVE OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 650.00 FEET; THENCE CONTINUING ALONG SAID PARALLEL LINE AND ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 231.61 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF SOUTH 07°52'57" WEST AND A CHORD DISTANCE OF 230.38 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 02°19'31" EAST CONTINUING ALONG SAID PARALLEL LINE, A DISTANCE OF 3,147.16 FEET; THENCE SOUTH 08°02'32" WEST CONTINUING ALONG SAID PARALLEL LINE, A DISTANCE OF 842.87 FEET TO A POINT ON THE EASTERLY LINE OF A 150.00 FOOT WIDE JACKSONVILLE ELECTRIC AUTHORITY EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 2176, PAGE 27 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA; THENCE SOUTH 09°21'50" EAST LEAVING SAID TRAIL ROAD AND ALONG SAID EASTERLY EASEMENT LINE, A DISTANCE OF 996.59 FEET TO THE NORTHWEST CORNER OF PARCEL NO. 3 AS DESCRIBED IN OFFICIAL RECORDS BOOK 1276, PAGE 665, OF SAID PUBLIC RECORDS; THENCE DEPARTING SAID EASEMENT LINE SOUTH 01°37'38" WEST, A DISTANCE OF 786.76 FEET TO THE NORTHEAST CORNER OF PARCEL NO. 5 AS DESCRIBED IN OFFICIAL RECORDS BOOK 1276, PAGE 665 OF SAID PUBLIC RECORDS ALSO BEING A POINT ON THE WESTERLY LINE OF SAID 150.00 WIDE JACKSONVILLE ELECTRIC AUTHORITY EASEMENT; THENCE SOUTH 80°36'52" WEST ALONG THE NORTH LINE OF SAID PARCEL NO. 5 AND ITS WESTERLY PROLONGATION THEREOF, A DISTANCE OF 1,139.84 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 1031, PAGE 326 OF SAID PUBLIC RECORDS; THENCE WESTERLY NORTHERLY AND SOUTHERLY ALONG THE BOUNDARY OF SAID LANDS THE FOLLOWING 22 COURSES; COURSE NO. 1) NORTH 09°55'59" WEST, A DISTANCE OF 618.40 FEET; COURSE NO. 2) NORTH 17°20'53" WEST, A DISTANCE OF 213.11 FEET; COURSE NO. 3) NORTH 73°12'02" WEST, A DISTANCE OF 538.09 FEET; COURSE NO. 4) NORTH 15°46'44" WEST, A DISTANCE OF 311.55 FEET; COURSE NO. 5) NORTH 31°38'15" WEST, A DISTANCE OF 675.98 FEET; COURSE NO. 6) NORTH 53°33'49" WEST, A DISTANCE OF 236.22 FEET; COURSE NO. 7) NORTH 86°59'29" WEST, A DISTANCE OF 675.63 FEET; COURSE NO. 8) NORTH 46°30'55" WEST, A DISTANCE OF 640.21 FEET; COURSE NO. 9) SOUTH 57°52'19" WEST, A DISTANCE OF 413.48 FEET; COURSE NO. 10) SOUTH 17°16'40" WEST, A DISTANCE OF 339.73 FEET; COURSE NO. 11) SOUTH 82°27'31" WEST, A DISTANCE OF 180.62 FEET; COURSE NO. 12) NORTH 55°54'28" WEST, A DISTANCE OF 265.00 FEET; COURSE NO. 13) NORTH 85°31'26" WEST, A DISTANCE OF 480.00 FEET; COURSE NO. 14) NORTH 50°40'57" WEST, A DISTANCE OF 451.81 FEET; COURSE NO. 15) NORTH 20°36'22" WEST, A DISTANCE OF 105.00 FEET; COURSE NO. 16) NORTH 06°03'15" EAST, A DISTANCE OF 401.86 FEET; COURSE NO. 17) NORTH 67°59'52" WEST, A DISTANCE OF 245.00 FEET; COURSE NO. 18) NORTH 88°08'30" WEST, A DISTANCE OF 294.91 FEET; COURSE NO. 19) SOUTH 60°04'20" WEST, A DISTANCE OF 411.95 FEET; COURSE NO. 20) SOUTH 42°57'55" WEST, A DISTANCE OF 250.05 FEET; COURSE NO. 21) SOUTH 52°34'50" WEST, A DISTANCE OF 603.91 FEET; COURSE NO. 22) SOUTH 34°07'31" WEST, A DISTANCE OF 1,311.18 FEET; THENCE DEPARTING SAID LANDS, NORTH 30°30'08" WEST, A DISTANCE OF 2,272.31 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 11; THENCE NORTH 02°46'51" WEST, A DISTANCE OF 5,404.28 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 11; THENCE NORTH 89°24'45" EAST ALONG THE NORTH LINE OF SAID SECTION 11, A DISTANCE OF 1,602.17 FEET TO THE POINT OF BEGINNING.

CONTAINING 2048.75 ACRES MORE OR LESS.

EXCEPTION PARCEL

A PART OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 28 EAST ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH 88°44'53" EAST ALONG THE SOUTH LINE OF SAID SECTION 7, A DISTANCE OF 1,341.66 FEET TO A POINT ON THE CENTERLINE OF AN EXISTING 150.00 FOOT WIDE JACKSONVILLE ELECTRIC AUTHORITY EASEMENT, AS RECORDED IN OFFICIAL RECORDS BOOK 2176, PAGE 27 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 09°21'51" WEST ALONG SAID CENTERLINE OF A 150.00 FOOT WIDE JACKSONVILLE ELECTRIC AUTHORITY EASEMENT, A DISTANCE OF 904.57 FEET; THENCE SOUTH 61°56'23" WEST ALONG THE CENTERLINE OF A 130.00 FOOT WIDE JACKSONVILLE ELECTRIC AUTHORITY EASEMENT, A DISTANCE OF 866.83 FEET; THENCE DEPARTING SAID CENTERLINE, SOUTH 28°03'37" EAST, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 28°03'37" EAST, A DISTANCE OF 160.00 FEET; THENCE SOUTH 61°56'23" WEST, A DISTANCE OF 217.33 FEET; THENCE SOUTH 81°19'30" WEST, A DISTANCE OF 122.50 FEET; THENCE NORTH 11°19'01" EAST, A DISTANCE OF 55.55 FEET; THENCE NORTH 36°44'51" WEST, A DISTANCE OF 82.50 FEET; THENCE NORTH 08°40'30" WEST, A DISTANCE OF 35.00 FEET; THENCE NORTH 81°19'30" EAST, A DISTANCE OF 114.99 FEET; THENCE NORTH 61°56'23" EAST, A DISTANCE OF 190.01 FEET TO THE POINT OF BEGINNING.

CONTAINING 1.15 ACRES MORE OR LESS.

THE ABOVE DESCRIBED EXCEPTION PARCEL BEING THE SAME LANDS AS THOSE INTENDED TO BE DESCRIBED IN OFFICIAL RECORDS BOOK 919, PAGE 1114, PARCEL 2 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-5-03.

Fla. Admin. Code R. 42MM-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Patrick E. Sessions, Jason R. Sessions, Kenneth Strauss, Leo Johns, and Susan Woods.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-5-03.

Division 42R Enterprise Community Development District

Chapter 42R-1 ENTERPRISE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42R-1.001 Creation

Enterprise Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-29-94.

Fla. Admin. Code R. 42R-1.002 Boundary

The boundaries of the district are as follows: A tract or parcel lying in portions of Sections 11, 12, 13, 14, 23 and 24, Township 25 South, Range 27 East; and Sections 7, 8 and 9, Township 25 South, Range 28 East; all in Osceola County, Florida, and being more particularly described as follows:

Commence at the Northwest corner of Section 12, Township 25 South, Range 27 East, Osceola County, Florida; thence run S. 00°09'01'' E. along the West line of said Section 12, for 132.00 feet to a point on the Southerly right-of-way of U.S. Highway 192, said point also being the POINT OF BEGINNING; thence run N. 89°50'58'' E. along said Southerly right-of-way, 1,252.70 feet; thence N. 89°49'01'' E. along said right-of-way, 191.31 feet to a point on a curve concaved Northerly, having a radius of 814.00 feet and a central angle of 97°33'27''; thence from a tangent bearing of S. 19°08'48'' E., run Southerly along the arc of said curve and road right-of-way, 1,386.00 feet; thence N. 63°17'45'' E., 460.24 feet to the beginning of a curve concaved Southerly, having a radius of 1,809.86 feet and a central angle of 25°29'28''; thence run Northeasterly along the arc and aforesaid right-of-way, 805.21 feet; thence N. 88°47'13'' E., 1,008.69 feet; thence N. 89°49'01'' E. along said Southerly right-of-way of U.S. Highway 192 for 593.25 feet; thence N. 89°38'08'' E. along said right-of-way, 1,370.11 feet to a point on U.S. Interstate Highway No. 4 interchange right-of-way, said point also being the beginning of a curve concaved Southerly, having a radius of 2,774.79 feet and a central angle of 14°35'33''; thence run Easterly along the arc of said curve and right-of-way, 706.70 feet; thence S. 72°42'02'' E. along said Southwesterly interchange right-of-way, 120.32 feet; thence S. 68°42'02'' E., 476.40 feet to the beginning of a curve concaved Southerly, having a radius of 310.00 feet and a central angle of 64°11'45''; thence run Southeasterly along the arc of said curve and interchange right-of-way, 347.33 feet to a point of compound curvature of a curve concave Southwesterly, having a radius of 710.00 feet and a central angle of 43°41'01''; thence continue Southeasterly along the arc of said curve and right-of-way, 541.32 feet to a point on the Northerly and Westerly right-of-way of U.S. Interstate Highway No. 4; thence S. 39°10'44'' W., along said Interstate Highway right-of-way, 593.50 feet; thence S. 39°57'46'' W., 428.40 feet to the beginning of a curve concaved Northwesterly, having a radius 17,038.73 feet and a central angle of 0°14'02''; thence Southwesterly along said curve and said right-of-way for 69.54 feet to the Northwesterly right-of-way line of the proposed State Road No. 417 (Southern Connector); thence S. 84°35'04'' W. along said right-of-way line for 288.06 feet to a non-tangent curve concave Southeasterly and having a radius of 1,380.39 feet and a chord bearing of S. 51°22'28'' W.; thence Southwesterly along said curve and said right-of-way line through a central angle of 37°21'08'' for 899.90 feet to the point of tangency; thence S. 32°41'54'' W. along said right-of-way line for 1,099.40 feet; thence N. 54°37'55'' W. along said right-of-way line for 177.52 feet; thence S. 38°17'48'' W. along said right-of-way line for 323.18 feet; thence S. 54°37'55'' E. along said right-of-way line for 207.66 feet; thence S. 35°09'46'' W. along said right-of-way line for 341.38 feet to a non-tangent curve concave Southeasterly and having a radius of 17,361.95 feet and a chord bearing of S. 40°00'14'' W.; thence Southwesterly along said curve and said right-of-way line, through a central angle of 2°00'00'' for 606.03 feet; thence S. 34°07'05'' W. along said right-of-way line for 303.71 feet to a point on the Northwesterly right-of-way line of U.S. Interstate Highway No. 4, said point being on a curve concave Southeasterly, and having a radius of 17,338.73 feet, a central angle of 3°23'44'', and a chord bearing of S. 36°18'22'' W.; thence Southwesterly along said curve and said right-of-way line for 1,027.58 feet to a point of reverse curvature of a curve concaved Northwesterly, having a radius of 17,038.73 feet and a central angle of 05°21'16''; thence continue along the arc of said curve and aforesaid right-of-way, 1,592.32 feet; thence S. 39°57'46'' W. along said Interstate Highway No. 4 right-of-way, 5,580.32 feet; thence N. 56°53'19'' W., 1,375.82 feet; thence N. 00°00'00'' W. 1,050.00 feet; thence N. 20°22'37'' E., 1,354.78 feet; thence N. 39°36'38'' E., 1,142.27 feet; thence S. 90°00'00'' E., 550.00 feet; thence N. 00°00'00'' E., 1,600.00 feet; thence N. 53°58'21'' W., 680.07 feet; thence N. 11°08'05'' W., 1,105.17 feet; thence N. 44°36'14'' W., 1,268.50 feet; thence N. 61°15'40'' W., 889.74 feet; thence N. 18°33'32'' W., 469.54 feet; thence N. 0°00'00'' E., 391.70 feet; thence S. 90°00'00'' E., 48.91 feet; thence N. 6°11'27'' E., 747.77 feet; thence N. 13°51'38'' E., 679.15 feet; thence N. 45°32'00'' E., 264.41 feet; thence S. 90°00'00'' E., 356.15 feet; thence N. 00°00'00'' E., 314.60 feet to a point on the Southerly right-of-way of U.S. Highway 192; thence run N. 89°53'37'' E. along said right-of-way line 1,476.84 feet to the POINT OF BEGINNING.

TOGETHER WITH:

Commence at the Northeast corner of Section 8, Township 25 South, Range 28 East; thence S. 00°08'14'' E. along the East line of Section 8 for 132.00 feet to the South right-of-way line of U.S. Highway 192; thence S. 89°44'51'' W. along said South right-of-way line for 1,209.53 feet to the POINT OF BEGINNING, being a point on the Westerly right-of-way line of the proposed U.S. 192 Connector road; thence Easterly and Southerly along said right-of-way line, along the arc of a curve concave Southwesterly, and having a radius of 100.00 feet, a central angle of 108°30'12'' and a chord bearing of S. 35°59'57'' E., for 189.38 feet to a point of compound curvature of a curve concave Northwesterly and having a radius of 556.62 feet, a central angle of 31°54'17'', and a chord bearing of S. 34°12'27'' W.; thence Southwesterly along the arc of said curve and said right-of-way line for 309.95 feet to the point of tangency; thence S. 50°09'36'' W. along said right-of-way line for 636.02 feet to the point of curvature of a curve concave Southwesterly and having a radius of 716.62 feet and a central angle of 31°31'49''; thence Southwesterly along the arc of said curve for 394.36 feet to the point of tangency; thence S. 18°37'47'' W. along said right-of-way line for 331.73 feet to the Northerly right-of-way line of proposed State Road No 417 (Southern Connector); thence S. 68°45'13'' W. along said right-of-way line for 1,371.27 feet, to a non-tangent curve concave Northerly and having a radius of 6,350.00 feet, a central angle of 8°20'13'' and a chord bearing of S. 85°14'57'' W.; thence Westerly along the arc of said curve and said right-of-way line for 923.94 feet to the point of tangency; thence S. 89°25'03'' W. along said right-of-way line for 932.63 feet; thence N. 85°49'08'' W. along said right-of-way line for 240.83 feet; thence N. 40°23'17'' W. for 78.10 feet; thence S. 89°25'03'' W. along said right-of-way line for 385.00 feet; thence S. 55°43'39'' W. along said right-of-way line for 144.22 feet; thence S. 89°25'03'' W. along said right-of-way line for 1,060.00 feet; thence N. 89°42'56'' W. along said right-of-way line for 1,103.75 feet to the Southeast right-of-way line of Interstate Highway No. 4; thence N. 39°57'46'' E. along said right-of-way line for 747.62 feet; thence N. 44°45'39'' E. along said right-of-way, 348.13 feet to the beginning of a curve concaved Southeasterly, having a radius 1,342.00 feet and a central angle 24°28'40''; thence run Northeasterly along the arc of said curve and road right-of-way 573.33 feet; thence N. 69°14'19'' E., 2,105.83 feet to the beginning of a curve concaved Southeasterly having a radius of 1,342.00 feet and a central angle of 19°21'30''; thence run Easterly along the arc of said curve and right-of-way 453.42 feet; thence N. 88°35'49'' E., 599.69 feet; thence N. 83°14'17'' E. along said U.S. Interstate Highway No. 4 right-of-way, 300.13 feet to a point on the Southerly right-of-way of U.S. Highway 192; thence N. 89°44'34'' E. along said right-of-way, 1,034.11 feet; thence N. 89°44'51'' E., along State Road 192 right-of-way, 1,433.03 feet to the POINT OF BEGINNING.

ALSO TOGETHER WITH:

Commence at the Northwest corner of Section 9, Township 25 South, Range 28 East; thence S. 00°08'14'' E. along the West line of Section 9 for 132.00 feet to the South right-of-way line of U.S. Highway 192 and the POINT OF BEGINNING; thence N. 89°47'42'' E. along said right-of-way line for 270.04 feet to the Northwesterly right-of-way line of the proposed State Road No. 417 (Southern Connector); thence Southwesterly along said right-of-way line, along the arc of a curve concave Northwesterly and having a radius of 6,350.00 feet, a central angle of 04°49'18'' and a chord bearing of S. 45°33'25'' W., for 534.38 feet to a non-tangent curve concave Northwesterly and having a radius of 4,489.66 feet, a central angle of 10°09'47'', and a chord bearing of S. 55°38'39'' W.; thence Southwesterly along said curve and said right-of-way line for 796.37 feet to the point of tangency; thence S. 60°43'32'' W. along said right-of-way line for 898.45 feet to the point of curvature of a curve concave Northerly, and having a radius of 622.20 feet and a central angle of 18°21'17''; thence Westerly along said curve and said right-of-way line for 199.32 feet to the point of compound curvature of a curve concave Northeasterly and having a radius of 100.00 feet and a central angle of 115°39'10''; thence Northwesterly and Northeasterly along the arc of said curve, for 201.86 feet to the point of compound curvature of a curve concave Southeasterly and having a radius of 556.62 feet and a central angle of 35°25'36''; thence Northeasterly along said curve for 344.17 feet to the point of tangency; thence N. 50°09'36'' E. along said right-of-way line for 636.02 feet, to the point of curvature of a curve concave Northwesterly and having a radius of 716.62 feet and a central angle of 40°11'19''; thence Northeasterly along said curve and said right-of-way line for 502.65 feet to the point of reverse curvature of a curve concave Southeasterly; thence Northeasterly along said curve, having a radius of 100.00 feet and a central angle of 79°46'34'', for 139.24 feet to the point of tangency; thence N. 89°44'51'' E. along the South right-of-way line of U.S. Highway 192 for 838.88 feet to the POINT OF BEGINNING.

Containing 1,552 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-29-94.

Fla. Admin. Code R. 42R-1.003 Supervisors

The following five persons are designated as initial board members of the Board of Supervisors: Jay Berlinsky; Dick Luzadder; Todd Mansfield; Matt Ouimet; Larry Slocum.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-29-94.

Division 42X Fiddler's Creek Community Development District 1

Chapter 42X-1 FIDDLER'S CREEK COMMUNITY DEVELOPMENT DISTRICT 1

Fla. Admin. Code R. 42X-1.001 Creation and Establishment

Fiddler’s Creek Community Development District 1 is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 8-13-96, Amended 9-16-03.

Fla. Admin. Code R. 42X-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “4” to the Petition to Amend the Fiddler’s Creek Community Development District 1 filed with the Commission on November 18, 2021, and as supplemented by the Supplemental Notice Correcting Typographical Errors filed with the Commission on March 9, 2022, under Commission Case Number CDD-21-004. The Petition to Amend the Fiddler’s Creek Community Development District 1 filed with the Commission on November 18, 2021, and as supplemented by the Supplemental Notice Correcting Typographical Errors filed with the Commission on March 9, 2022, under Commission Case Number CDD-21-004, is hereby incorporated by reference, and available at https://flrules.org/Gateway/reference.asp?No=Ref-14135,and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Fiddler’s Creek Community Development District 1 area = 1,316.31 acres, more or less.

History

Rulemaking Authority 190.005, 190.046(1) FS. Law Implemented 190.004, 190.005, 190.046(1) FS. History–New 8-13-96, Amended 9-16-03, 9-5-16, 11-13-17, 5-23-22.

Fla. Admin. Code R. 42X-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: John Passidomo, Arthur (Art) V. Woodward, Paul Riegelhaupt, Clifford (Chip) Olsen, and Q. Grady Minor.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 8-13-96.

Division 42BB Fleming Island Plantation Community Development District

Chapter 42BB-1 Fleming Island Plantation Community Development District

Fla. Admin. Code R. 42BB-1.001 Creation and Establishment

The Fleming Island Plantation Community Development District is hereby created and established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 2-28-00.

Fla. Admin. Code R. 42BB-1.002 Boundary

The boundaries of the District are as follows:

LEGAL DESCRIPTION OF FLEMING ISLAND – “WEST” PARCEL

A PART OF SECTIONS 4, 5, 6, 8, 9, 16, 17, AND ALSO A PART OF THE GEORGE FLEMING GRANT, SECTION 38, ALL LYING IN TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA AND ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE CORNER COMMON TO SAID SECTIONS 5 AND 8 WITH SECTIONS 6 AND 7, SAID TOWNSHIP AND RANGE; THENCE SOUTH 06°25'27" WEST, ALONG THE LINE DIVIDING SAID SECTION 7 FROM SAID SECTION 8, A DISTANCE OF 2,029.71 FEET; THENCE NORTH 88°34'03" EAST A DISTANCE OF 1,519.07 FEET TO THE SOUTHWEST CORNER OF LANDS RECORDED IN THE OFFICIAL RECORDS OF SAID COUNTY IN BOOK 1285, PAGE 079; RUN THENCE THE FOLLOWING SEVEN (7) COURSES AND DISTANCES ALONG THE WEST LINE OF SAID OFFICIAL RECORDS BOOK 1285, PAGE 079; 1ST COURSE, NORTH 01°25'57" WEST, 1,200.00 FEET; 2ND COURSE, NORTH 67°09'17" EAST, 369.74 FEET; 3RD COURSE, NORTH 03°05'06" WEST, 100.0 FEET; 4TH COURSE, NORTH 56°54'54'' EAST, 100.0 FEET; 5TH COURSE, NORTH 03°05'06'' WEST, 150.0 FEET; 6TH COURSE, NORTH 63°05'06'' WEST, 100.0 FEET; 7TH COURSE, NORTH 03°05'06'' WEST, 200.0 FEET TO A POINT ON A CURVE; RUN THENCE IN AN EASTERLY DIRECTION ALONG THE ARC OF A CURVE IN THE NORTH LINE OF LAST MENTIONED DEED, SAID CURVE BEING CONCAVE NORTHERLY AND HAVING A RADIUS OF 1,800.0 FEET, AN ARC DISTANCE OF 438.16 FEET TO THE NORTHEAST CORNER OF SAID DEED, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 80°14'19'' EAST, 437.17 FEET; THENCE SOUTH 02°43'18'' WEST, ALONG THE EASTERLY LINE OF A 66 FOOT UNRECORDED CLAY ELECTRIC EASEMENT, A DISTANCE OF 109.88 FEET; THENCE NORTH 90°00'00'' EAST, A DISTANCE OF 1,133.99 FEET; THENCE SOUTH 57°35'21'' EAST, A DISTANCE OF 772.86 FEET; THENCE SOUTH 32°24'39'' WEST, A DISTANCE OF 167.39 FEET TO A POINT OF CURVATURE; RUN THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 650.00 FEET, AN ARC DISTANCE OF 192.62 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 23°55'16'' WEST, 191.92 FEET; THENCE SOUTH 15°25'53'' WEST, A DISTANCE OF 85.40 FEET TO A POINT OF CURVATURE; RUN THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 30.00 FEET, AND ARC DISTANCE OF 47.12 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 60°25'53'' WEST, 42.43 FEET; THENCE NORTH 74°34'07'' WEST, A DISTANCE OF 14.80 FEET TO A POINT OF CURVATURE; RUN THENCE IN A WESTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE SOUTHERLY AND HAVING A RADIUS OF 175.00 FEET, AN ARC DISTANCE OF 47.13 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 82°17'03" WEST, 46.99 FEET; THENCE SOUTH 90°00'00" WEST, A DISTANCE OF 1,537.64 FEET TO A POINT ON THE EAST LINE OF PREVIOUSLY MENTIONED OFFICIAL RECORDS BOOK 1285, PAGE 079; THENCE SOUTH 02°43'18" WEST, ALONG LAST SAID EAST DEED LINE, 1,018.40 FEET TO THE SOUTHEAST CORNER OF SAID DEED; THENCE SOUTH 88°34'03" WEST, ALONG THE SOUTH LINE OF SAID OFFICIAL RECORDS BOOK 1285, PAGE 079, A DISTANCE OF 139.42 FEET; THENCE SOUTH 06°21'04" WEST, 3,365.62 FEET; THENCE SOUTH 00°31'34" EAST, 1,154.82 FEET; THENCE SOUTH 38°12'02" EAST, 775.11 FEET; THENCE SOUTH 00°00'14" WEST, 828.48 FEET; THENCE SOUTH 58°24'54" EAST, 1,127.18 FEET; THENCE DUE SOUTH, 400.00 FEET; THENCE SOUTH 40°48'54" WEST, 893.07 FEET; THENCE SOUTH 05°07'41" EAST, 243.40 FEET; THENCE NORTH 35°50'56" EAST, 117.83 FEET; THENCE NORTH 43°58'16" EAST, 851.76 FEET; THENCE NORTH 85°07'48" EAST, 328.12 FEET; THENCE SOUTH 60°31'53" EAST, 523.89 FEET; THENCE SOUTH 21°54'37" WEST, 307.10 FEET; THENCE DUE SOUTH, 1,251.12 FEET; THENCE DUE WEST, 219.20 FEET; THENCE SOUTH 52°37'30" EAST, 3,778.12 FEET; THENCE NORTH 29°27'01" EAST, 392.64 FEET; THENCE NORTH 27°02'49" WEST, 937.20 FEET; THENCE NORTH 02°51'40" EAST, 414.11 FEET; THENCE NORTH 60°07'34" WEST, 489.56 FEET; THENCE NORTH 29°52'26" EAST, 522.13 FEET; THENCE SOUTH 60°07'34" EAST, 870.96 FEET; THENCE SOUTH 87°08'20" EAST, 200.00 FEET; THENCE NORTH 02°51'40" EAST, ALONG THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 STATE ROAD NO. 15 (A VARIABLE WIDTH RIGHT-OF-WAY), 651.23 FEET; THENCE NORTH 60°31'53" WEST, ALONG THE SOUTHWESTERLY LINE OF FLEMING ISLAND ESTATES AS RECORDED IN PLAT BOOK 4, PAGE 63 OF THE PUBLIC RECORDS OF SAID COUNTY, A DISTANCE OF 2,718.29 FEET; THENCE NORTH 46°57'35" EAST, ALONG THE NORTHWESTERLY LINE OF SAID FLEMING ISLAND ESTATES AND ITS NORTHEASTERLY PROLONGATION, THE SAME BEING THE NORTHWESTERLY LINE OF THE AFOREMENTIONED GEORGE FLEMING GRANT, SECTION 38, A DISTANCE OF 2,191.22 FEET; THENCE SOUTH 89°10'36" WEST, ALONG THE SOUTHERLY LINE OF THOSE LANDS AS DESCRIBED IN DEED BOOK “H”, PAGE 242 AND DEED BOOK 38, PAGE 44, BOTH OF SAID PUBLIC RECORDS, A DISTANCE OF 701.41 FEET; THENCE NORTH 00°48'52" WEST, ALONG THE WESTERLY LINE OF SAID LANDS, A DISTANCE OF 795.34 FEET; THENCE NORTH 89°07'16" EAST, ALONG THE NORTHERLY LINE OF SAID LANDS AND ALONG THE NORTHERLY LINE OF DEED BOOK 99, PAGE 268 OF SAID PUBLIC RECORDS, A DISTANCE OF 1,579.58 FEET TO ITS INTERSECTION WITH SAID NORTHWESTERLY LINE OF THE GEORGE FLEMING GRANT, SECTION 8; THENCE NORTH 46°57'35" EAST, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 115.13 FEET TO ITS INTERSECTION WITH THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 – STATE ROAD NO. 15; THENCE NORTH 02°51'23" EAST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 8,066.26 FEET; THENCE SOUTH 89°33'25" WEST, ALONG THE SOUTHERLY LINE OF OFFICIAL RECORDS VOLUME 122, PAGE 625 (PARCEL NO. 1) OF SAID PUBLIC RECORDS, A DISTANCE OF 823.19 FEET; THENCE SOUTH 01°01'47" EAST, A DISTANCE OF 541.27 FEET; THENCE SOUTH 25°45'22" WEST, A DISTANCE OF 550.74 FEET; THENCE SOUTH 40°26'26" WEST, A DISTANCE OF 184.87 FEET; THENCE SOUTH 10°59'12" WEST, A DISTANCE OF 385.85 FEET; THENCE SOUTH 49°53'10" WEST, A DISTANCE OF 227.28 FEET TO A POINT ON A CURVE; RUN THENCE IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,000.00 FEET, AN ARC DISTANCE OF 391.74 FEET TO A POINT OF REVERSE CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 51°20'11" WEST, 389.24 FEET; RUN THENCE IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1,950.00 FEET, AN ARC DISTANCE OF 799.31 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 50°48'57" WEST, 793.72 FEET; THENCE NORTH 39°04'23" WEST, A DISTANCE OF 412.83 FEET TO A POINT OF CURVATURE; RUN THENCE IN A NORTHERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 30.00 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 05°55'36" EAST, 42.43 FEET; THENCE NORTH 50°55'37" EAST, A DISTANCE OF 170.00 FEET TO A POINT OF CURVATURE; RUN THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 500.00 FEET, AN ARC DISTANCE OF 577.46 FEET TO A POINT OF REVERSE CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 17°50'27" EAST, 545.90 FEET; RUN THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 450.00 FEET, AN ARC DISTANCE OF 660.72 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 26°49'04" EAST, 602.95 FEET; THENCE NORTH 68°52'51" EAST, A DISTANCE OF 200.56 FEET TO A POINT OF CURVATURE; RUN THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF A CURVE, SAID CURVE BEING CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 375.00 FEET, AN ARC DISTANCE OF 217.32 FEET TO A POINT, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 52°16'44" EAST, 214.29 FEET; THENCE NORTH 89°33'25" EAST, 134.43 FEET TO THE SOUTHWEST CORNER OF LANDS DESCRIBED IN THE OFFICIAL RECORDS OF SAID COUNTY IN OFFICIAL RECORDS BOOK 43, PAGE 300, TRACT NO. 100; THENCE NORTH 00°26'35" WEST, ALONG THE WEST LINE OF SAID OFFICIAL RECORDS BOOK 43, PAGE 300, TRACT NO. 100, A DISTANCE OF 400.00 FEET; THENCE SOUTH 89°33'25" WEST, 562.77 FEET; THENCE SOUTH 89°28'17" WEST, 1,887.61 FEET; THENCE SOUTH 00°31'43" EAST, 260.50 FEET; THENCE NORTH 89°28'17'' EAST, 233.91 FEET; THENCE SOUTH 00°31'43'' EAST, 308.38 FEET; THENCE NORTH 61°01'58" EAST, 170.00 FEET; THENCE SOUTH 43°54'14" EAST, 496.66 FEET; THENCE SOUTH 50°55'37" WEST, 1,885.75 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF OLD HARD ROAD (A VARIABLE WIDTH RIGHT OF WAY); THENCE NORTH 57°35'21" WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE OF OLD HARD ROAD, 710.85 FEET; TO A POINT OF CURVATURE; RUN THENCE IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE IN SAID EASTERLY RIGHT OF WAY LINE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET, AN ARC DISTANCE OF 174.99 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 38º 18' 30" WEST, 171.70 FEET; THENCE NORTH 19°01'41" WEST, CONTINUING ALONG SAID EASTERLY RIGHT OF WAY LINE, 430.06 FEET; THENCE SOUTH 89°02'15" WEST, 76.79 FEET; RUN THENCE THE FOLLOWING THREE (3) COURSES AND DISTANCES ALONG THE EAST, SOUTH AND WEST LINES OF OFFICIAL RECORDS BOOK 1482, PAGE 0112: 1ST COURSE, SOUTH 19°01'41" EAST, 425.0 FEET; 2ND COURSE, SOUTH 89°02'15" WEST, 350.0 FEET; 3RD COURSE, NORTH 19°01'41" WEST, 425.00 FEET; THENCE SOUTH 89°02'15" WEST, 1,535.63 FEET; THENCE SOUTH 04°09'45" WEST, ALONG THE LINE DIVIDING AFOREMENTIONED SECTION 5 FROM AFOREMENTIONED SECTION 6, A DISTANCE OF 990.44 FEET; THENCE SOUTH 89°17'23" WEST, ALONG THE NORTHERLY LINE OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 585, PAGE 506 OF SAID CURRENT PUBLIC RECORDS, A DISTANCE OF 3,296.55 FEET; THENCE SOUTH 63°37'27" WEST, ALONG THE NORTHWESTERLY LINE OF SAID LANDS, THE SAME BEING THE SOUTHEASTERLY LINE OF THE E.A., FERGUSON GRANT AND THE NORTHWESTERLY LINE OF AFOREMENTIONED SECTION 6, A DISTANCE OF 230.88 FEET; THENCE NORTH 89°17'23" EAST, ALONG THE SOUTHERLY LINE OF SAID LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 585, PAGE 506, A DISTANCE OF 3,496.12 FEET TO THE AFOREMENTIONED LINE DIVIDING SECTION 5 FROM SECTION 6; THENCE SOUTH 04°09'45" WEST, ALONG SAID DIVIDING LINE A DISTANCE OF 22.71 FEET TO THE POINT OF BEGINNING.

THE ABOVE DESCRIBED LANDS CONTAIN 1,452 ACRES OR LESS.

ALSO, LEGAL DESCRIPTION OF FLEMING ISLAND – “EAST” PARCEL

A PART OF THE GEORGE FLEMING GRANT, SECTION 38, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF THE SOUTHWESTERLY LINE OF FLEMING ISLAND ESTATES AS RECORDED IN PLAT BOOK 4, PAGE 61 OF THE PUBLIC RECORDS OF SAID COUNTY WITH THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 STATE ROAD NO. 15 AS NOW ESTABLISHED BY THE STATE OF FLORIDA, STATE ROAD DEPARTMENT, RIGHT-OF-WAY SECTION NO. 71020 2508 RIGHT-OF-WAY MAP; THENCE SOUTH 60°31'53" EAST, ALONG SAID SOUTHWESTERLY LINE OF FLEMING ISLAND ESTATES, A DISTANCE OF 2,342.36 FEET; THENCE SOUTH 29°28'07" WEST, ALONG THE NORTHWESTERLY LINE OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 208, PAGE 701, A DISTANCE OF 100.00 FEET TO REFERENCE POINT “A”; THENCE FROM THE AFOREMENTIONED POINT OF BEGINNING OF SAID PARCEL BEING DESCRIBED RUN SOUTH 02°51'40" WEST, ALONG THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 STATE ROAD NO. 15, A DISTANCE OF 1,134.95 FEET TO AN ANGLE POINT IN SAID EASTERLY RIGHT-OF-WAY LINE; THENCE SOUTH 02°54'42" WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 986.87 FEET; THENCE SOUTH 87°05'18" EAST, ALONG THE NORTHERLY LINE OF THOSE LANDS AS DESCRIBED IN DEED BOOK 69, PAGE 35 OF SAID PUBLIC RECORDS, A DISTANCE OF 165.00 FEET; THENCE SOUTH 02°54'42'' WEST, ALONG THE EASTERLY LINE OF SAID LANDS, A DISTANCE OF 200.00 FEET; THENCE NORTH 87°05'18'' WEST, ALONG THE SOUTHERLY LINE OF SAID LANDS, A DISTANCE OF 165.00 FEET TO THE AFOREMENTIONED EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 STATE ROAD NO. 15; THENCE SOUTH 02°54'42'' WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 278.27 FEET TO A POINT OF CURVE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 23,125.73 FEET; THENCE SOUTHERLY, ALONG AND WITH THE ARC OF SAID CURVE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A CHORD BEARING OF SOUTH 04°09'37'' WEST AND A CHORD DISTANCE OF 1,007.86 FEET TO A POINT OF REVERSE CURVE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 22,996.74 FEET; THENCE SOUTHERLY, ALONG AND WITH THE ARC OF SAID CURVE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A CHORD BEARING OF SOUTH 04°57'41'' WEST AND A CHORD DISTANCE OF 359.01 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 02°54'42'' WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 293.16 FEET; THENCE SOUTH 87°05'18'' EAST, ALONG THE NORTHERLY LINE OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PARK, A DISTANCE OF 272 FEET, MORE OR LESS TO ITS INTERSECTION WITH THE APPROXIMATE MEAN HIGH WATER LINE OF THE ST. JOHNS RIVER; THENCE NORTHEASTERLY ALONG AND WITH SAID APPROXIMATE MEAN HIGH WATER LINE, A DISTANCE OF 3,800 FEET, MORE OR LESS TO ITS INTERSECTION WITH A LINE WHICH BEARS SOUTH 60°31'53'' EAST FROM AFOREMENTIONED REFERENCE POINT “A”; THENCE NORTH 60°31'53'' WEST, ALONG THE SOUTHWESTERLY LINE OF THOSE AFOREMENTIONED LANDS AS RECORDED IN OFFICIAL RECORDS BOOK 208, PAGE 701, A DISTANCE OF 70 FEET, MORE OR LESS TO THE NORTHEASTERLY CORNER OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 1196, PAGE 394 OF SAID CURRENT PUBLIC RECORDS, SAID CORNER LYING SOUTH 60°31'53'' EAST, A DISTANCE OF 190.00 FEET FROM REFERENCE POINT “A”; THENCE SOUTH 29°28'07'' WEST, ALONG THE SOUTHEASTERLY LINE OF SAID LANDS, A DISTANCE OF 20.00 FEET; THENCE NORTH 60°31'53'' WEST, ALONG THE SOUTHWESTERLY LINE OF LANDS, A DISTANCE OF 90.00 FEET; THENCE NORTH 29°28'07'' EAST, ALONG THE NORTHWESTERLY LINE OF SAID LANDS, A DISTANCE OF 20.00 FEET; THENCE NORTH 60°31'53'' WEST, ALONG THE AFOREMENTIONED SOUTHWESTERLY LINE OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 208, PAGE 701, A DISTANCE OF 100.00 FEET TO REFERENCE POINT “A”; THENCE NORTH 29°28'07'' EAST, ALONG THE AFOREMENTIONED NORTHWESTERLY LINE OF THOSE LANDS, A DISTANCE OF 100.00 FEET; THENCE NORTH 60°31'53'' WEST, ALONG THE AFOREMENTIONED SOUTHWESTERLY LINE OF FLEMING ISLAND ESTATES, A DISTANCE OF 2,342.36 FEET TO THE POINT OF BEGINNING.

CONTAINING 111 ACRES, MORE OR LESS.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 2-28-00, Amended 5-24-09.

Fla. Admin. Code R. 42BB-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: David Bishop, Doug Smith, Sarah Carmody, Candice Paulsen, and Clint Smith.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 2-28-00.

Division 42F Gateway Services Community Development District

Chapter 42F-1 GATEWAY SERVICES COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42F-1.001 Creation

The Gateway Services Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 5-22-86, Amended 7-29-02.

Fla. Admin. Code R. 42F-1.002 Boundary

The boundaries of the district are as follows:

DESCRIPTION OF A PARCEL OF LAND LYING IN

SECTION 35, TOWNSHIP 44 SOUTH, RANGE 25 EAST,

AND SECTIONS 1, 2, 3, 11 AND 12 TOWNSHIP 45 SOUTH, RANGE 25 EAST,

AND SECTION 31, TOWNSHIP 44 SOUTH, RANGE 26 EAST,

AND SECTIONS 5, 6, 7, 8, 17, 18 AND 19, TOWNSHIP 45 SOUTH, RANGE 26 EAST

LEE COUNTY, FLORIDA

(NEW DISTRICT BOUNDARY)

(REVISED 01-26-2004)

PARCEL “A”

A TRACT OR PARCEL OF LAND LYING IN SECTION 35, TOWNSHIP 44 SOUTH, RANGE 25 EAST, SECTIONS 1, 2, 11 AND 12, TOWNSHIP 45 SOUTH, RANGE 25 EAST; SECTION 31, TOWNSHIP 44 SOUTH, RANGE 26 EAST AND IN SECTIONS 5, 6, 7, 8, 17, 18 AND 19, TOWNSHIP 45 SOUTH, RANGE 26 EAST, LEE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 35 RUN N 00°47'42'' W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION FOR 2643.18 FEET TO THE QUARTER CORNER ON THE WEST LINE OF SAID SECTION; THENCE RUN N 00°43'47'' W ALONG THE WEST LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION FOR 1,361.42 FEET; THENCE RUN N 35°45'29'' E FOR 947.82 FEET; THENCE RUN N 56°15'44'' E FOR 690.61 FEET TO THE SOUTH LINE OF THE COLONIAL BOULEVARD RIGHT-OF-WAY (STATE ROAD 884) (250 FEET WIDE); THENCE RUN S 89°38'27'' E ALONG SAID SOUTH LINE FOR 540.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S 89°38'27'' E ALONG SAID SOUTH LINE FOR 2,223.90 FEET TO AN INTERSECTION WITH THE WEST LINE OF THE NORTHEAST QUARTER (NE 1/4) OF THE NORTHEAST QUARTER 1 OF SAID SECTION 35; THENCE RUN S 02°16'01'' E ALONG SAID WEST LINE FOR 1168.38 FEET TO THE SOUTHWEST CORNER OF SAID FRACTION; THENCE RUN N 89°54'24'' E ALONG THE SOUTH LINE OF SAID FRACTION FOR 1,324.86 FEET TO THE SOUTHEAST CORNER OF SAID FRACTION; THENCE RUN S 03°20'25'' E FOR 1,284.37 FEET TO THE QUARTER CORNER ON THE EAST LINE OF SAID SECTION 35; THENCE RUN S 00°01'59'' E ALONG SAID EAST LINE FOR 2,635.65 FEET TO THE NORTHWEST CORNER OF SAID SECTION 1; THENCE RUN N 89°28'42'' E ALONG THE NORTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 1 FOR 2,642.98 FEET TO THE QUARTER CORNER ON SAID NORTH LINE; THENCE RUN S 89°57'06'' E ALONG THE NORTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 1 FOR 2,523.38 FEET TO THE NORTHEAST CORNER OF SAID SECTION 1; THENCE RUN N 00°57'01'' W ALONG THE WEST LINE OF SAID SECTION 31 FOR 2,644.12 FEET TO THE QUARTER CORNER ON SAID WEST LINE; THENCE RUN N 00°35'02'' W ALONG SAID WEST LINE OF SAID SECTION 31 FOR 1,705.47 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY LINE OF IMMOKALEE ROAD (STATE ROAD 82) (200 FEET WIDE); THENCE RUN S 46°07'29'' E ALONG SAID SOUTHWESTERLY LINE FOR 6,215.51 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF SAID SECTION 31; THENCE CONTINUE S 46°07'29'' E ALONG SAID SOUTHWESTERLY LINE FOR 1,227.27 FEET TO AN INTERSECTION WITH A LINE COMMON TO SAID SECTIONS 5 AND 6; THENCE CONTINUE S 46°07'29'' E ALONG SAID SOUTHWESTERLY LINE FOR 1,535.36 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID SOUTHWESTERLY LINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 5,824.88 FEET (DELTA 18°13'21”) (CHORD BEARING S 55°14'10'' E) (CHORD 1,844.76 FEET) FOR 1,852.55 FEET TO A POINT OF TANGENCY; THENCE CONTINUE ALONG SAID SOUTHWESTERLY LINE S 64°20'50'' E FOR 22.21 FEET TO AN INTERSECTION WITH THE EAST LINE OF THE WEST HALF (W 1/2) OF SAID SECTION 5; THENCE RUN S 00°06'33'' E ALONG SAID EAST LINE FOR 2,271.81 FEET TO THE QUARTER CORNER COMMON TO SAID SECTIONS 5 AND 8; THENCE RUN S 01°02'00'' E ALONG THE EAST LINE OF THE WEST HALF (W 1/2) OF SAID SECTION 8 FOR 3,028.35 FEET; THENCE RUN N 89°33'57'' E FOR 605.03 FEET; THENCE RUN S 01°02'02'' E FOR 1,800.10 FEET; THENCE S 89°33'57'' W FOR 605.03 FEET; THENCE RUN S 01°02'00'' E FOR 500.03 FEET TO THE QUARTER CORNER COMMON TO SAID SECTIONS 8 AND 17; THENCE RUN S 01°00'12'' E ALONG THE EAST LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 17 FOR 926.76 FEET TO AN INTERSECTION WITH THE NORTHEASTERLY LINE OF A FLORIDA POWER & LIGHT COMPANY SUBSTATION SITE AS DESCRIBED IN DEED RECORDED IN OFFICIAL RECORD BOOK 1606 AT PAGE 1286, LEE COUNTY RECORDS; THENCE RUN N 37°57'04'' W ALONG SAID NORTHEASTERLY LINE FOR 361.70 FEET; THENCE RUN S 52°02'56'' W ALONG THE NORTHWESTERLY LINE OF SAID SITE FOR 361.70 FEET; THENCE RUN S 37°57'04'' E ALONG THE SOUTHWESTERLY LINE OF SAID SITE FOR 741.48 FEET TO AN INTERSECTION WITH THE NORTHWESTERLY LINE OF DANIELS ROAD EXTENSION (200 FEET WIDE) AS DESCRIBED IN DEED RECORDED IN OFFICIAL RECORD BOOK 1644 AT PAGE 1739, LEE COUNTY RECORDS; THENCE RUN N 68°38'13'' E ALONG SAID NORTHWESTERLY LINE FOR 64.84 FEET TO AN INTERSECTION WITH SAID EASTERLY LINE OF SAID NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 17; THENCE RUN S 01°00'12'' E ALONG SAID EAST LINE FOR 1,238.52 FEET TO THE SOUTHEAST CORNER OF SAID FRACTION; THENCE RUN S 89°30'38'' W ALONG THE SOUTH LINE OF SAID FRACTION AND A NORTH LINE OF THE SOUTHWEST FLORIDA REGIONAL AIRPORT FOR 2,110.83 FEET TO AN INTERSECTION WITH THE SOUTHEASTERLY LINE OF SAID DANIELS ROAD EXTENSION; THENCE RUN S 54°00'05'' W THROUGH SAID SECTIONS 17, 18, AND 19 ALONG THE SOUTHEASTERLY LINE OF A ROAD RIGHT-OF-WAY (200 FEET WIDE) FOR 7032.17 FEET TO AN INTERSECTION WITH THE WEST LINE OF SAID SECTION 19; THENCE RUN N 00°55'36'' W ALONG SAID WEST LINE FOR 1477.45 FEET TO THE NORTHWEST CORNER OF SAID SECTION 19; THENCE RUN N 00°54'13'' W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION 18 FOR 2,643.95 FEET TO THE QUARTER CORNER OF SAID WEST LINE; THENCE RUN N 00°39'39'' W ALONG THE WEST LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 18 FOR 2647.35 FEET TO THE NORTHWEST CORNER OF SAID SECTION 18; THENCE RUN N 00°57'26'' W ALONG THE WEST LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION 7 FOR 2,645.00 FEET TO THE QUARTER CORNER COMMON TO SAID SECTIONS 7 AND 12; THENCE RUN S 89°55'48'' W ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION 12 FOR 2,524.10 FEET TO THE WEST LINE OF THE EAST 2,524.14 FEET OF SAID NORTHEAST QUARTER (NE 1/4); THENCE RUN N 01°05'49'' W ALONG SAID WEST LINE FOR 2,646.14 FEET TO THE SOUTH LINE OF SAID SECTION 1; THENCE RUN S 89°55'59'' W ALONG SAID SOUTH LINE FOR 2,663.14 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 1, PASSING THROUGH THE QUARTER CORNER ON THE SOUTH LINE OF SAID SECTION AT 69.26 FEET; THENCE RUN S 89°03'32'' W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 2 FOR 2,645.22 FEET; THENCE RUN S 89°04'48'' W ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION 2 FOR 451.46 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY OF TREELINE AVENUE; THENCE ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2,625.00 FEET (DELTA 04°23'58'') (CHORD BEARING N 01°39'04'' W) (CHORD 201.51 FEET) FOR 201.56 FEET TO A POINT OF TANGENCY; THENCE RUN N 03°51'03'' W FOR 959.31 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,675.06 FEET (DELTA 05°12'07'') (CHORD BEARING N 01°14'59'' W) (CHORD 242.79 FEET) FOR 242.87 FEET; THENCE RUN N 88°38'56'' W FOR 125.00 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY OF TREELINE AVENUE; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,800.06 FEET (DELTA 05°12'08'') (CHORD BEARING N 03°57'08'' E) (CHORD 254.15 FEET) FOR 254.23 FEET TO A POINT OF TANGENCY; THENCE RUN N 06°33'12'' E FOR 1,166.54 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1,000.00 FEET (DELTA 43°02'48'') (CHORD BEARING N 14°58'12'' W) (CHORD 733.76 FEET) FOR 751.31 FEET TO A POINT OF TANGENCY; THENCE RUN N 36°29'36'' W FOR 266.36 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,000.00 FEET (DELTA 37°40'00'') (CHORD BEARING N 17°39'36'' W) (CHORD 1,291.27 FEET) FOR 1,314.81 FEET TO A POINT OF TANGENCY; THENCE RUN N 01°10'24'' E FOR 245.53 FEET; THENCE S 89°25'36'' W FOR 114.69 FEET; THENCE N 00°02'17'' W FOR 68.12 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF SECTION 35; THENCE N 01°00'06'' W FOR 2,642.68 FEET; THENCE N 00°58'02'' W FOR 1,048.01 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1,050.00 FEET (DELTA 41°49'26'') (CHORD BEARING N 21°16'16'' E) (CHORD 749.56 FEET) FOR 766.46 FEET TO A POINT OF TANGENCY; THENCE N 00°21'33'' E FOR 721.50 FEET; THENCE N 45°21'33'' E FOR 42.68 FEET TO THE POINT OF BEGINNING.

CONTAINING 4377.44 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF-WAY (RECORDED AND UNRECORDED, WRITTEN AND UNWRITTEN)

BEARINGS ARE BASED ON THE NORTH LINE OF SECTION 11, TOWNSHIP 45 SOUTH, RANGE 25 EAST, AS BEARING S 89°03'50'' W.

TOGETHER WITH:

DESCRIPTION

SECTION 3, TOWNSHIP 45 SOUTH, RANGE 25 EAST

LEE COUNTY, FLORIDA

PARCEL “B”

A TRACT OR PARCEL OF LAND LYING IN SECTION 3, TOWNSHIP 45 SOUTH, RANGE 25 EAST, LEE COUNTY, FLORIDA WHICH TRACT OR PARCEL IS DESCRIBED AS FOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 3 RUN N 88°37'17'' E ALONG THE NORTH LINE OF THE NORTHWEST ONE-QUARTER (NW 1/4) OF SAID SECTION 3 FOR 2,477.68 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE 75 (I-75) (STATE ROAD NO. 93) (324 FEET WIDE) AND THE POINT OF BEGINNING; THENCE RUN S 14°49'52'' E ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR 677.94 FEET TO AN INTERSECTION WITH THE EAST LINE OF THE NORTHWEST ONE-QUARTER (NW 1/4) OF SAID SECTION 3; THENCE RUN S 00°49'05'' E ALONG SAID EAST LINE FOR 1,299.77 FEET TO THE NORTHWEST CORNER OF THE WEST HALF (W 1/2) OF THE SOUTHWEST QUARTER (SW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SAID SECTION; THENCE RUN N 88°12'52'' E ALONG THE NORTH LINE OF SAID FRACTION FOR 323.06 FEET TO AN INTERSECTION WITH SAID WESTERLY LINE OF STATE ROAD NO. 93; THENCE RUN S 14°49'52'' E ALONG SAID WESTERLY LINE FOR 2.67 FEET TO AN INTERSECTION WITH THE EAST LINE OF SAID FRACTION; THENCE RUN S 00°37'05'' E ALONG SAID EAST LINE FOR 650.21 FEET TO THE SOUTHEAST CORNER OF SAID FRACTION; THENCE RUN N 88°09'46'' E ALONG THE NORTH LINE OF THE SOUTHEAST ONE-QUARTER (SE 1/4) OF SAID SECTION 3 FOR 163.88 FEET TO AN INTERSECTION WITH SAID WESTERLY RIGHT-OF-WAY LINE; THENCE RUN S 14°49'52'' E ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR 1,474.99 FEET TO A POINT OF CURVATURE; THENCE RUN SOUTHERLY ALONG AN ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22,800.31 FEET (CHORD BEARING S 13°33'28'' E) (CHORD 1,013.23 FEET) (DELTA 02°32'47'') FOR 1,013.31 FEET TO A POINT ON A NON-TANGENT LINE; THENCE RUN N 82°23'52'' W FOR 122.32 FEET TO A POINT ON A NON-TANGENT CURVE; THENCE RUN NORTHERLY ALONG AN ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 22,685.31 FEET (CHORD BEARING N 13°36'38'' W) (CHORD 966.55 FEET) (DELTA 02°26'29'') FOR 966.63 FEET TO A POINT OF TANGENCY; THENCE RUN N 14°49'52'' W FOR 542.01 FEET TO A POINT OF CURVATURE; THENCE RUN NORTHWESTERLY ALONG AN ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 250.00 FEET (CHORD BEARING N 54°04'24'' W) (CHORD 316.30 FEET) (DELTA 78°29'05'') FOR 342.45 FEET TO A POINT OF TANGENCY; THENCE RUN S 86°41'03'' W FOR 1,133.06 FEET; THENCE RUN N 02°10'37'' W FOR 387.06 FEET; THENCE RUN N 87°40'37'' W FOR 838.00 FEET; THENCE RUN N 01°19'23'' E FOR 243.00 FEET; THENCE RUN S 88°09'46'' W FOR 190.18 FEET TO AN INTERSECTION WITH THE SOUTHEASTERLY LINE OF SIX MILE CYPRESS PRESERVE, AS RECORDED IN OFFICIAL RECORD BOOK 1741 AT PAGE 1241 OF THE PUBLIC RECORDS OF LEE COUNTY, FLORIDA; THENCE RUN THE FOLLOWING THIRTEEN (13) COURSES ALONG SAID SOUTHEASTERLY LINE;

N 15°42'08'' E FOR 184.34 FEET;

N 20°55'23'' E FOR 222.23 FEET;

N 45°09'19'' E FOR 183.23 FEET;

N 31°07'36'' E FOR 305.01 FEET;

N 32°55'08'' E FOR 155.78 FEET;

N 17°03'28'' E FOR 110.45 FEET;

N 26°26'47'' E FOR 300.81 FEET;

N 18°42'17'' E FOR 150.86 FEET;

N 04°51'19'' W FOR 340.19 FEET;

N 12°09'34'' E FOR 251.79 FEET;

N 27°12'34'' E FOR 210.15 FEET;

N 14°53'31'' E FOR 323.53 FEET;

N35°18'42'' E FOR 275.49 FEET TO AN INTERSECTION WITH THE NORTH LINE OF THE NORTHWEST ONE-QUARTER (NW 1/4) OF SAID SECTION 3; THENCE RUN N 88°37'17'' E ALONG SAID NORTH LINE FOR 530.87 FEET TO THE POINT OF BEGINNING.

CONTAINING 111.14 ACRES, MORE OR LESS.

BEARINGS HEREINABOVE MENTIONED ARE BASED ON THE NORTH LINE OF THE NORTHWEST QUARTER (NW 1/4) OF SAID SECTION 3 TO BEAR N 88°37'17'' E WHICH BEARING IS DERIVED FROM PLANE COORDINATE FOR THE FLORIDA WEST ZONE (1979 ADJUSTMENT).

TOTAL AREA FOR ALL PARCELS 4,488.58 ACRES, MORE OR LESS.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 5-22-86, Amended 7-29-02, 11-12-02, 3-24-05.

Fla. Admin. Code R. 42F-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Steven R. Whitley, Roger G. Nooe, Andre J. Patrone, Douglas Brown, and W. Harmon Turner.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005, 190.006 FS. History–New 5-22-86.

Division 42L Hampton Hills Community Development District

Chapter 42L-1 HAMPTON HILLS COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42L-1.001 Creation

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 3-6-91, Repealed 6-4-26.

Fla. Admin. Code R. 42L-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-6-91, Repealed 6-4-26.

Fla. Admin. Code R. 42L-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 3-6-91, Repealed 6-4-26.

Division 42LLL Huntington Hammocks Community Development District

Chapter 42LLL-1 Huntington Hammocks Community Development District

Fla. Admin. Code R. 42LLL-1.001 Establishment

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-9-08, Repealed 10-21-10.

Fla. Admin. Code R. 42LLL-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-9-08, Repealed 10-21-10.

Fla. Admin. Code R. 42LLL-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-9-08, Repealed 10-21-10.

Division 42A Indian Trace Community Development District

Chapter 42A-1 INDIAN TRACE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42A-1.001 Creation

History

Rulemaking Authority 190.005 FS. Law Implemented 120.54, 190.004, 190.005 FS. History–New 6-29-81, Formerly 42A-1.01, Repealed 6-4-26.

Fla. Admin. Code R. 42A-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 120.54, 190.004, 190.005 FS. History–New 6-29-81, Formerly 42A-1.02, Repealed 6-4-26.

Fla. Admin. Code R. 42A-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 120.54, 190.004, 190.005 FS. History–New 6-29-81, Formerly 42A-1.03, Repealed 6-4-26.

Fla. Admin. Code R. 42A-1.004 Effective Date

History

Rulemaking Authority 190.005 FS. Law Implemented 120.54, 190.004, 190.005 FS. History–New 6-29-81, Formerly 42A-1.04, Repealed 6-4-26.

Division 42U Indigo Community Development District

Chapter 42U-1 INDIGO COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42U-1.001 Creation

The Indigo Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 1-3-95.

Fla. Admin. Code R. 42U-1.002 Boundary

The boundaries of the district are as follows:

A portion of Sections 8, 9, 16, 17, 20, 21, 22, 27, 28, 29, 32, 33 and 34, all being in Township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows: As a Point of Reference, commence at a concrete monument marking the West one-quarter corner of said Section 9, being also the East one-quarter corner of said Section 8; thence run North 00°46'29'' West, along the West line of said Section 9, being also the East line of said Section 8, a distance of 55.73 feet to a point in the Southerly right-of-way line of the 125-foot wide right-of-way of Eleventh Street, as shown on the State of Florida, Department of Transportation (F.D.O.T.) Right-of-Way Map, Section 79507-2602, sheet 11, revision dated October 29, 1974, said point being the POINT OF BEGINNING of this description, said point also lying in a curve, concave Southeasterly, and having a radius of 75.00 feet; thence run Northerly and Easterly, along said curve, a distance of 85.25 feet (85.22 feet per F.D.O.T. map), or through a central angle of 65°07'49'' (65°06'15'' per F.D.O.T. map), having a chord distance of 80.73 feet and a chord bearing of North 31°47'25'' East, to the Point of Tangency thereof; thence run North 64°21'19'' East (North 64°17'40'' East per F.D.O.T. map), along said Southerly right-of-way line, a distance of 1250.13 feet to a point therein; thence, departing said Southerly right-of-way line of Eleventh Street, run Southerly and Easterly, along a curve, concave Easterly, and having a radius of 397.81 feet; thence run Southerly and Easterly, along said curve, a distance of 268.87 feet, or through a central angle of 38°43'28'', having a chord distance of 263.78 feet and a chord bearing of South 44°06'11'' East to the Point of Tangency thereof; thence run South 24°44'27'' East a distance of 230.27 feet; thence run South 39°17'04'' East a distance of 192.82 feet to the Point of Tangency of a curve to the left, said curve having a radius of 4703.96 feet and a central angle of 04°07'28''; thence run Southerly and Easterly, along said curve, a distance of 338.61 feet, having a chord distance of 338.53 feet and a chord bearing of South 19°03'59'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 1638.51 feet and a central angle of 12°20'12''; thence run Southerly and Easterly, along said curve, a distance of 352.80 feet, having a chord distance of 352.12 feet and a chord bearing of South 27°17'49'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 471.84 feet and a central angle of 27°19'26''; thence run Southerly and Easterly, along said curve, a distance of 225.02 feet, having a chord distance of 222.89 feet and a chord bearing of South 47°07'39'' East to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 27654.59 feet and a central angle of 01°08'14''; thence run Southerly and Easterly, along said curve, a distance of 548.95 feet, having a chord distance of 548.94 feet and a chord bearing of South 60°13'14'' East to the Point of Compound Curvature of a curve to the right, said curve having a radius of 817.82 feet and a central angle of 19°47'54''; thence run Southerly and Easterly, along said curve, a distance of 282.59 feet, having a chord distance of 281.19 feet and a chord bearing of South 49°45'10'' East to the Point of Compound Curvature of a curve to the right, said curve having a radius of 689.52 feet and a central angle of 30°16'48''; thence run Southerly and Easterly, along said curve, a distance of 364.40 feet, having a chord distance of 360.18 feet and a chord bearing of South 24°42'50'' East, to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 44977.15 feet and a central angle of 00°54'22''; thence run Southerly and Easterly, along said curve, a distance of 711.30 feet, having a chord distance of 711.29 feet and a chord bearing of South 10°01'37'' East to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 85351.12 feet and a central angle of 00°15'35''; thence run Southerly and Easterly, along said curve, a distance of 386.86 feet, having a chord distance of 386.86 feet and a chord bearing of South 10°21'01'' East to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 2145.74 feet and a central angle of 09°15'55''; thence run Southerly and Easterly, along said curve, a distance of 346.99 feet, having a chord distance of 346.61 feet and a chord bearing of South 14°51'11'' East, to the Point of Compound Curvature of a curve to the left, said curve having a radius of 881.18 feet and a central angle of 21°38'42''; thence run Southerly and Easterly, along said curve, a distance of 332.89 feet, having a chord distance of 330.91 feet and a chord bearing of South 30°18'29'' East, to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 634.07 feet and a central angle of 24°08'12''; thence run Southerly and Easterly, along said curve, a distance of 267.11 feet, having a chord distance of 265.14 feet and a chord bearing of South 29°03'44'' East to the Point Reverse Curvature of a curve to the left, said curve having a radius of 7337.11 feet and a central angle of 02°02'20''; thence run Southerly and Easterly, along said curve, a distance of 261.10 feet, having a chord distance of 261.08 feet and a chord bearing of South 18°00'48'' East to the Point of Tangency thereof; thence run South 75°29'28'' East a distance of 61.32 feet; thence run South 45°02'04'' East a distance of 70.58 feet; thence run South 55°22'59'' East a distance of 74.58 feet; thence run South 53°54'44'' East a distance of 123.51 feet; thence run South 53°27'15'' East a distance of 110.00 feet; thence run South 25°20'31'' East a distance of 199.03 feet; thence run South 61°52'08'' West a distance of 217.66 feet; thence run South 21°39'56'' East a distance of 456.10 feet; thence run North 70°19'19'' East a distance of 249.84 feet; thence run South 07°17'17'' East a distance of 254.15 feet; thence run South 01°10'43'' East a distance of 246.45 feet; thence run South 28°04'00'' West a distance of 57.51 feet; thence run South 27°37'10'' West a distance of 91.14 feet; thence run South 29°24'23'' West a distance of 101.59 feet; thence run South 28°22'25'' West a distance of 56.54 feet; thence run South 23°10'06'' West a distance of 116.83 feet to a point, said point lying in a curve, concave Easterly, said curve having a radius of 2566.72 feet and a central angle of 04°16'12''; thence run Southerly and Easterly, along said curve, a distance of 191.29 feet, having a chord distance of 191.24 feet and a chord bearing of South 02°24'11'' East, to the Point of Compound Curvature of a curve to the left, said curve having a radius of 3397.22 feet and a central angle of 14°20'40''; thence run Southerly and Easterly, along said curve, a distance of 850.52 feet, having a chord distance of 848.30 feet and a chord bearing of South 11°42'37'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 1230.00 feet and a central angle of 25°00'33''; thence run Southerly and Easterly, along said curve, a distance of 536.88 feet, having a chord distance of 532.63 feet and a chord bearing of South 31°23'13'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 1009.14 feet and a central angle of 12°59'42''; thence run Southerly and Easterly, along said curve, a distance of 228.88 feet, having a chord distance of 228.39 feet and a chord bearing of South 50°23'21'' East, to the Point of Tangency thereof; thence run South 56°53'12'' East a distance of 101.20 feet to the Point of Curvature of a curve to the right, said curve having a radius of 405.47 feet and a central angle of 53°07'57''; thence run Southerly and Easterly, along said curve, a distance of 376.01 feet, having a chord distance of 362.68 feet and a chord bearing of South 30°19'14'' East, to the Point of Compound Curvature of a curve to the right, said curve having a radius of 834.58 feet and a central angle of 26°48'32''; thence run Southerly and Westerly, along said curve, a distance of 390.50 feet, having a chord distance of 386.95 feet and a chord bearing of South 09°39'01'' West to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 540.74 feet and a central angle of 53°48'25''; thence run Southerly and Easterly, along said curve, a distance of 507.81 feet, having a chord distance of 489.36 feet and a chord bearing of South 03°50'55'' East to the Point Reverse Curvature of a curve to the right, said curve having a radius of 7495.84 feet and a central angle of 02°38'23''; thence run Southerly and Easterly, along said curve, a distance of 345.34 feet, having a chord distance of 345.31 feet and a chord bearing of South 29°25'57'' East to the Point of Compound Curvature of a curve to the right, said curve having a radius of 623.80 feet and a central angle of 27°41'49''; thence run Southerly and Easterly, along said curve, a distance of 301.55 feet, having a chord distance of 298.62 feet and a chord bearing of South 14°15'51'' East to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 2412.56 feet and a central angle of 07°28'54''; thence run Southerly and Easterly, along said curve, a distance of 315.03 feet, having a chord distance of 314.81 feet and a chord bearing of South 04°09'23'' East, to the Point of Compound Curvature of a curve to the left, said curve having a radius of 1127.49 feet and a central angle of 10°57'01''; thence run Southerly and Easterly, along said curve, a distance of 215.48 feet, having a chord distance of 215.16 feet and a chord bearing of South 13°22'20'' East, to a point; thence run South 30°31'09'' West a distance of 635.44 feet; thence run South 12°13'30'' East a distance of 98.61 feet; thence run South 16°03'21'' East a distance of 72.06 feet; thence run South 17°09'45'' East a distance of 11.25 feet; thence run South 17°05'17'' East a distance of 60.81 feet; thence run South 18°02'24'' East a distance of 72.04 feet; thence run South 19°05'10'' East a distance of 72.08 feet; thence run South 20°02'54'' East a distance of 71.99 feet; thence run South 21°05'34'' East a distance of 72.08 feet; thence run South 22°53'29'' East a distance of 108.95 feet; thence run South 04°10'49'' West a distance of 45.54 feet to a point, said point lying in a curve, concave Northeasterly, said curve having a radius of 4147.11 feet and a central angle of 00°38'03''; thence run Southerly and Easterly, along said curve, a distance of 45.90 feet, having a chord distance of 45.90 feet and a chord bearing of South 23°57'44'' East to a point; thence run South 73°04'08'' West a distance of 247.53 feet; thence run South 16°55'52'' East a distance of 69.97 feet; thence continue South 16°55'52'' East a distance of 1234.58 feet; thence run South 67°37'05'' West a distance of 94.86 feet to a point in the Southerly right-of-way line of a 50-foot wide State of Florida Outfall Ditch Easement, as described in deed from Tomoka Land Company, dated June 16, 1941, and recorded in Deed Book 291, Page 272, of the Public Records of Volusia County, Florida; thence run North 81°20'55'' West (North 81°23'36'' West per deed), along the Southerly line of said Outfall Ditch Easement, a distance of 800 feet, more or less, to a point in the Easterly bank of the Tomoka River; thence run Southerly and Easterly, along the Easterly bank of the Tomoka River, a distance of 8100 feet, more or less, to a point lying 5 feet Northerly of, as measured at right angles to, the Northerly right-of-way line of the 240-foot wide right-of-way of State Road #600 (U.S. Highway #92), as shown on the State of Florida, Department of Transportation Right-of-Way Map, Section 7906, revision dated July 12, 1940; thence run South 51°01'34'' West (South 50°51'45'' West per F.D.O.T. map) a distance of 5455 feet, more or less, to a point, said point being 5 feet Northeasterly of the Easterly right-of-way line of the aforementioned Eleventh Street; thence, running parallel to and 5 feet Northerly or Easterly from the right-of-way line of said Eleventh Street run the following courses and distances: South 74°43'02'' West (South 74°38'29'' West per F.D.O.T. map), a distance of 388.29 feet; thence run North 75°52'42'' West (North 75°57'15'' West per F.D.O.T. map) a distance of 745.26 feet; thence run North 61°40'39'' West (North 61°45'12'' West per F.D.O.T. map) a distance of 588.04 feet; thence run South 39°33'17'' West to the Easterly right-of-way line of said Eleventh Street (at this point the right-of-way of Eleventh Street becomes 200 feet wide); thence run North 39°03'42'' West (North 39°08'15'' West, 4016.04 feet, per F.D.O.T. map) a distance of 4015.80 feet to a point therein, said point lying in a curve, concave Northerly, and having a radius of 1841.75 feet; thence run Northerly and Westerly, along said curve, a distance of 864.15 feet, or through a central angle of 26°53'00'', having a chord distance of 886.25 feet and a chord bearing of North 25°37'12'' West to the Point of Cusp of a curve, concave Southerly, and having a radius of 100.00 feet; thence run Southerly and Easterly, along said curve, a distance of 170.88 feet, or through a central angle of 97°54'24'', having a chord distance of 150.83 feet and a chord bearing of South 61°12'48'' East to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 2177.89 feet and a central angle of 10°25'48''; thence run Northerly and Easterly, along said curve, a distance of 396.46 feet, having a chord distance of 395.91 feet and a chord bearing of North 64°37'06'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 699.34 feet and a central angle of 16°47'06''; thence run Northerly and Easterly, along said curve, a distance of 204.87 feet, having a chord distance of 204.14 feet and a chord bearing of North 51°00'40'' East to the Point of Curvature of a curve to the left, said curve having a radius of 2039.93 feet and a central angle of 19°56'00''; thence run Northerly and Easterly, along said curve, a distance of 709.70 feet, having a chord distance of 706.13 feet and a chord bearing of North 32°39'07'' East to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 1357.26 feet and a central angle of 22°20'20''; thence run Northerly and Easterly, along said curve, a distance of 529.18 feet, having a chord distance of 525.83 feet and a chord bearing of North 33°51'17'' East to the Point of Tangency thereof; thence run North 45°01'27'' East a distance of 357.30 feet to the Point of Curvature of a curve to the left, said curve having a radius of 970.00 feet and a central angle of 02°36'05''; thence run Northerly and Easterly, along said curve, a distance of 44.04 feet, having a chord distance of 44.04 feet and a chord bearing of North 43°43'24'' East to a point; thence run South 30°39'13'' East a distance of 91.14 feet; thence run North 39°50'12'' East a distance of 2033.09 feet to a point in the Southerly line of the City of Daytona Beach Sewage Treatment Plant, as described in Official Records Book 1875, Page 1551, of the Public Records of Volusia County, Florida; thence run North 89°33'20'' East (North 89°33'15'' East per deed), a distance of 294.14 feet to the Southeast corner of said parcel; thence run North 00°37'30'' West (North 00°37'36'' West, 1947.42 feet per deed) a distance of 1947.54 feet to the Northeast corner of said parcel, said point also lying in the Southerly line of a 50-foot wide City of Daytona Beach Easement as described in Official Records Book 1478, Page 598, of the Public Records of Volusia County, Florida; thence run South 70°42'56'' West (South 70°43'27'' West, 862.55 feet, per Sewage Treatment Plant deed and South 70°37'55'' West per Easement deed) along the Northerly line of said Sewage Treatment Plant parcel and the Southerly line of said Easement, a distance of 862.59 feet; thence run South 89°33'29'' West (South 89°33'15'' West, 1183.16 feet per Sewage Treatment Plant deed and South 89°33'15'' West, 1183.93 feet per Easement deed) a distance of 1183.22 feet to the Northwest corner of said Sewage Treatment Plant parcel and the end of said Easement, said point also lying in the East line of the City of Daytona Beach Well Field Site, as described in Official Records Book 92, Page 687, of the Public Records of Volusia County, Florida; thence run North 00°34'23'' West, along the East line of said City of Daytona Beach Well Field Site, a distance of 50.00 feet to the Northeast corner thereof; thence run South 89°33'09'' West, along the North line of said City of Daytona Beach Well Field Site, being also the North line of Section 29, Township 15 South, Range 32 East, a distance of 1281.00 feet to an intersection with the Easterly right-of-way line of the aforementioned Eleventh Street; thence run North 00°06'57'' West (North 00°11'30'' West per F.D.O.T. map), along said Easterly right-of-way line, a distance of 11083.14 feet to the Point of Curvature of a curve to the right, said curve having a radius of 1809.86 feet and a central angle of 64°28'16''; thence run Northerly and Easterly, along said curve, a distance of 2036.39 feet, having a chord distance of 1930.65 feet and a chord bearing of North 32°07'11'' East, to the Point of Tangency thereof; thence run North 64°21'19'' East (North 64°16'30'' East per F.D.O.T. map), along the Southerly line of said Eleventh Street, a distance of 1553.03 feet; thence run North 89°13'54'' East a distance of 67.62 feet to the POINT OF BEGINNING of this description, EXCEPTING THEREFROM the State of Florida Sovereignty Lands of the Tomoka River, the L.P.G.A. Golf Course, as described in Official Records Book 3799, Page 1647, the L.P.G.A. Entrance Road, Phase I (now known as Champions Drive), as described in Official Records Book 3713, Page 1288, and a portion of Section 33, Township 15 South, Range 32 East, deeded from Patricia Lagoni, as Trustee, to Florida Power & Light Company, as described in Official Records Book 3783, Page 2241, all of the Public Records of Volusia County, Florida, and the City of Daytona Beach Maintenance Building Access Road, said parcel also being subject to Florida Power & Light Company Easements as described in Official Records Book 170, Pages 347-349, Official Records Book 511, Pages 86-88, and Official Records Book 1335, Page 500, all of the Public Records of Volusia County, Florida, and also being subject to any other easements of record, said parcel having a net acreage of 2,480 acres, more or less.

Total Parcel Area 2480 acres, more or less.

ALSO:

A portion of Section 9, township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows: As a Point of Reference, commence at a concrete monument marking the Southwest corner of said Section 9; thence run North 00°39'55'' West, along the West line of said Section 9, a distance of 1137.09 feet to an intersection with the Northeasterly line of a 234-foot wide Florida Power & Light Co. Transmission Line Easement, as described in Official Records Book 511, Pages 86-88, Official Records Book 950, Page 613, and Official Records Book 1335, Page 500, all of the Public Records of Volusia County, Florida; thence run North 44°01'44'' West, along said easement line, a distance of 937.94 feet; thence, departing said easement line, run North 34°45'18'' West a distance of 14.25 feet; thence run North 37°39'33'' East a distance of 111.68 feet; thence run North 14°09'21'' East a distance of 44.54 feet; thence run North 39°07'07'' East a distance of 53.63 feet; thence run North 42°55'18'' East a distance of 110.70 feet; thence run North 45°36'16'' East a distance of 144.01 feet; thence run North 54°05'16'' East a distance of 79.06 feet; thence run North 55°21'12'' East a distance of 49.01 feet; thence run South 65°27'32'' East a distance of 22.01 feet; thence run South 15°17'51'' West a distance of 15.70 feet; thence run South 46°24'08'' East a distance of 16.57 feet; thence run North 75°20'16'' East a distance of 10.37 feet; thence run North 60°42'21'' East a distance of 27.40 feet; thence run North 55°27'25'' East a distance of 33.61 feet; thence run North 25°19'03'' East a distance of 50.11 feet; thence run North 42°23'32'' East a distance of 62.59 feet; thence run North 46°53'22'' East a distance of 72.64 feet; thence run North 49°02'28'' East a distance of 59.44 feet; thence run North 69°06'07'' East a distance of 36.77 feet; thence run North 64°14'10'' East a distance of 38.91 feet; thence run North 87°30'29'' East a distance of 40.97 feet; thence run North 72°01'29'' East a distance of 36.93 feet; thence run South 83°29'44'' East a distance of 41.82 feet to the POINT OF BEGINNING of this description; thence run South 83°29'44'' East a distance of 111.70 feet; thence run South 72°23'14'' East a distance of 110.00 feet; thence run South 50°23'14'' East a distance of 40.00 feet; thence run South 39°36'46'' West a distance of 20.00 feet; thence run South 64°31'03'' West a distance of 103.45 feet; thence run North 89°17'23'' West a distance of 33.79 feet; thence run North 45°25'24'' West a distance of 152.95 feet; thence run North 05°25'14'' East a distance of 23.70 feet to the POINT OF BEGINNING of this description, said parcel containing 0.4233 acres, more or less, said parcel also being subject to any other easements or rights-of-way of record.

ALSO:

A portion of Section 21, Township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows: As a Point of Reference, commence at a concrete monument marking the Northwest corner of said Section 21; thence run South 00°45'52'' East, along the West line of said Section 21, a distance of 180.16 feet to a point therein, said point being the Northwesterly corner of Parcel 6 of the L.P.G.A. International Golf Course and also lying on the Southerly line of Parcel 1 of the L.P.G.A. International Golf Course, all as described in Official Records Book 3799, Pages 1647-1659, of the Public Records of Volusia County, Florida; thence, departing said Section line and along said boundary line of the L.P.G.A. International Golf Course the following courses and distances: run South 83°15'47'' East, a distance of 137.41 feet; thence, run South 59°00'00'' East a distance of 192.00 feet; thence, run South 71°30'00'' East a distance of 103.31 feet to the POINT OF BEGINNING of this description; thence, departing the boundary line of said L.P.G.A. International Golf Course, thence run North 29°00'00'' East a distance of 32.91 feet; thence run South 72°00'00'' East a distance of 130.00 feet; thence run North 85°00'00'' East a distance of 93.00 feet; thence run North 71°00'00'' East a distance of 116.00 feet; thence run North 08°00'00'' East a distance of 246.67 feet; thence run South 65°00'00'' East a distance of 239.96 feet to a point lying on the Southerly line of Parcel 1 of the L.P.G.A. International Golf Course; thence continue along said Southerly line the following courses and distances: run South 27°30'00'' West a distance of 91.00 feet; thence run South 55°00'00'' West a distance of 60.00 feet; thence run South 75°30'00'' West a distance of 120.00 feet; thence run South 51°00'00'' West a distance of 128.00 feet; thence run South 74°00'00'' West a distance of 51.00 feet to the Northeast corner of Parcel 6 of the L.P.G.A. International Golf Course; thence run South 28°01'12'' West, along the Easterly line of said Parcel 6, a distance of 391.82 feet to an intersection with the Northerly right-of-way line of the variable width right-of-way of Champions Drive, as described in Official Records Book 4040, Pages 4724 to 4742, of the Public Records of Volusia County, Florida; thence run North 62°57'26'' West, along said Northerly right-of-way line, a distance of 12.41 feet to the Point of Curvature of a curve to the left; thence run Northerly and Westerly, along said curved right-of-way line, having a radius of 518.00 feet, an arc distance of 43.42 feet, or through a central angle of 04°48'10'', having a chord distance of 43.41 feet, and a chord bearing of North 65°21'30'' West, to the Point of Tangency thereof; thence run North 67°45'36'' West, along said right-of-way line, a distance of 126.37 feet to the Point of Curvature of a curve to the left; thence run Northerly and Westerly, along said curved right-of-way line, having a radius of 518.00 feet, an arc distance of 18.07 feet, or through a central angle of 01°59'57'', having a chord distance of 18.07 feet, and a chord bearing of North 68°45'33'' West, to the Point of Tangency thereof; thence run North 69°45'33'' West, along said Northerly right-of-way line, a distance of 14.25 feet to the Point of Curvature of a curve to the right; thence run Northerly and Westerly, along said curved right-of-way line, having a radius of 482.00 feet, an arc distance of 32.10 feet, or through a central angle of 03°48'57'', having a chord distance of 32.09 feet, and a chord bearing of North 67°51'03'' West, to a point therein; thence, departing said right-of-way line, run North 29°00'00'' East a distance of 358.09 feet to the POINT OF BEGINNING of this description, said parcel containing 3.2947 acres, more or less, said parcel also being subject to any other easements or rights-of-way of record.

LESS THE FOLLOWING DESCRIBED PARCEL:

A portion of Sections 9 and 16, Township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows:

As a Point of Reference, commence at a concrete monument marking the West one-quarter corner of said Section 9; thence run North 00°46'29'' West, along the West line of said Section 9, a distance of 55.73 feet to a point in the Southerly right-of-way line of the 125-foot wide right-of-way of Eleventh Street, as shown on the State of Florida, Department of Transportation (F.D.O.T.) Right-of-Way Map, Section 79507-2602, sheet 11, revision dated October 29, 1974, said point also lying in a curve, concave Southeasterly, and having a radius of 75.00 feet; thence run Northerly and Easterly, along said curve, a distance of 85.25 feet (85.22 feet per F.D.O.T. map), or through a central angle of 65°07'49'' (65°06'15'' per F.D.O.T. map), having a chord distance of 80.73 feet and a chord bearing of North 31°47'25'' East, to the Point of Tangency thereof; thence run North 64°21'19'' East (North 64°17'40'' East per F.D.O.T. map), along said Southerly right-of-way line, a distance of 1250.13 feet to a point therein and the POINT OF BEGINNING of this description; thence, departing said Southerly right-of-way line of Eleventh Street, run Southerly and Easterly, along a curve, concave Easterly, and having a radius of 397.81 feet; thence run Southerly and Easterly, along said curve, a distance of 268.87 feet, or through a central angle of 38°43'28'', having a chord distance of 263.78 feet and a chord bearing of South 44°06'11'' East to the Point of Tangency thereof; thence run South 24°44'27'' East a distance of 230.27 feet; thence run South 39°17'04'' East a distance of 192.82 feet to the Point of Tangency of a curve to the left, said curve having a radius of 4703.96 feet and a central angle of 04°07'28''; thence run Southerly and Easterly, along said curve, a distance of 338.61 feet, having a chord distance of 338.53 feet and a chord bearing of South 19°03'59'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 1638.51 feet and a central angle of 12°20'12''; thence run Southerly and Easterly, along said curve, a distance of 352.80 feet, having a chord distance of 352.12 feet and a chord bearing of South 27°17'49'' East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 471.84 feet and a central angle of 27°19'26''; thence run Southerly and Easterly, along said curve, a distance of 225.02 feet, having a chord distance of 222.89 feet and a chord bearing of South 47°07'39'' East to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 27654.59 feet and a central angle of 01°08'14''; thence run Southerly and Easterly, along said curve, a distance of 548.95 feet, having a chord distance of 548.94 feet and a chord bearing of South 60°13'14'' East to the Point of Compound Curvature of a curve to the right, said curve having a radius of 817.82 feet and a central angle of 19°47'54''; thence run Southerly and Easterly, along said curve, a distance of 282.59 feet, having a chord distance of 281.19 feet and a chord bearing of South 49°45'10'' East to the Point of Compound Curvature of a curve to the right, said curve having a radius of 689.52 feet and a central angle of 30°16'48''; thence run Southerly and Easterly, along said curve, a distance of 364.40 feet, having a chord distance of 360.18 feet and a chord bearing of South 24°42'50'' East, to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 44977.15 feet and a central angle of 00°22'21''; thence run Southerly and Easterly, along said curve, a distance of 292.46 feet, having a chord distance of 292.46 feet and a chord bearing of South 09°45'37'' East to an intersection with the Northerly right-of-way line of a 234-foot wide Florida Power & Light Company Easement as described in Official Records Book 511, Pages 86-88, Official Records Book 950, Page 613, and Official Records Book 1335, Page 500, all of the Public Records of Volusia County, Florida; thence continue Southerly and Easterly, along said curved line, having a radius of 44977.15 feet, an arc distance of 418.84 feet, or through a central angle of 00°32'01'', having a chord distance of 418.84 feet, and a chord bearing of South 10°12'48'' East, to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 85351.12 feet and a central angle of 00°15'35''; thence run Southerly and Easterly, along said curve, a distance of 386.86 feet, having a chord distance of 386.86 feet and a chord bearing of South 10°21'01'' East to the Point of Reverse Curvature of a curve to the left, said curve having a radius of 2145.74 feet and a central angle of 03°14'26''; thence run Southerly and Easterly, along said curve, a distance of 121.36 feet, having a chord distance of 121.34 feet and a chord bearing of South 11°50'26'' East, to a point therein, said point lying on the boundary of a St. Johns River Water Management District (S.J.R.W.M.D.) easement, as described in Official Records Book 4109, Page 4037, of the Public Records of Volusia County, Florida; thence, departing said curved line, run Northerly and Westerly, along the Easterly line of said S.J.R.W.M.D. easement, the following courses and distances: thence run North 82°58'33'' West a distance of 91.79 feet; thence run North 56°47'33'' West a distance of 29.98 feet; thence run South 75°03'58'' West a distance of 85.56 feet; thence run South 82°29'25'' West a distance of 26.35 feet; thence run North 25°04'21'' West a distance of 298.75 feet (367.95 feet per said easement deed); thence run North 03°50'01'' West a distance of 76.04 feet; thence run North 26°29'28'' East a distance of 54.72 feet; thence run North 63°37'42'' East a distance of 43.03 feet; thence run North 07°43'21'' West a distance of 135.93 feet; thence run North 07°09'34'' West a distance of 57.56 feet; thence run North 37°20'52'' West a distance of 48.82 feet; thence run North 49°47'32'' West a distance of 71.80 feet; thence run North 13°15'15'' West a distance of 141.32 feet; thence run North 86°56'05'' East a distance of 30.06 feet; thence run North 37°15'02'' East a distance of 50.36 feet; thence run North 15°39'47'' East a distance of 38.22 feet; thence run North 15°39'47'' East a distance of 34.83 feet; thence run North 08°05'45'' East a distance of 82.36 feet; thence run North 23°08'36'' West a distance of 137.68 feet; thence run North 13°24'54'' East a distance of 69.93 feet; thence run North 44°24'53'' West a distance of 66.75 feet; thence run North 00°08'14'' East a distance of 7.70 feet to the Point of Cusp of a curve, concave Southerly; thence run Northerly and Westerly, along said curve, having a radius of 50.00 feet, an arc distance of 106.38 feet, or through a central angle of 121°54'11'', having a chord distance of 87.42 feet, and a chord bearing of North 60°48'52'' West, to the Point of Cusp on said curve; thence run South 58°14'03'' West a distance of 78.75 feet; thence run South 14°08'29'' West a distance of 36.28 feet; thence run South 62°22'32'' West a distance of 25.47 feet; thence run North 26°27'06'' West a distance of 80.72 feet; thence run North 75°03'51'' West a distance of 49.93 feet; thence run North 15°20'52'' West a distance of 55.15 feet; thence run North 17°00'32'' East a distance of 36.21 feet to the Point of Cusp of a curve, concave Westerly; thence run Northerly and Westerly, along said curve, having a radius of 50.00 feet, an arc distance of 85.21 feet, or through a central angle of 97°38'35'', having a chord distance of 75.27 feet, and a chord bearing of North 31°48'46'' West, to the Point of Cusp on said curve; thence run North 36°15'35'' West a distance of 68.85 feet; thence run South 85°08'58'' West a distance of 50.07 feet; thence run North 38°10'24'' West a distance of 59.18 feet; thence run North 83°46'11'' West a distance of 83.01 feet; thence run South 75°55'23'' West a distance of 32.38 feet; thence run North 72°16'49'' West a distance of 74.49 feet; thence run North 61°41'41'' West a distance of 41.11 feet; thence run North 29°45'48'' West a distance of 97.11 feet; thence run North 42°17'34'' West a distance of 98.18 feet; thence run North 35°52'06'' West a distance of 109.26 feet; thence run North 74°35'30'' West a distance of 68.38 feet; thence run North 41°12'40'' West a distance of 41.65 feet; thence run North 34°20'57'' West a distance of 133.32 feet; thence run North 86°38'56'' West a distance of 59.39 feet; thence run North 45°59'49'' West a distance of 35.93 feet; thence run North 14°03'44'' West a distance of 39.69 feet; thence run North 04°04'42'' West a distance of 184.52 feet; thence run North 15°25'58'' West a distance of 63.48 feet; thence run North 17°51'28'' West a distance of 52.44 feet; thence run North 26°32'10'' West a distance of 94.49 feet; thence run North 02°06'34'' West a distance of 53.71 feet; thence run North 18°29'24'' West a distance of 54.78 feet; thence run North 10°13'44'' East a distance of 59.39 feet; thence run North 07°49'22'' East a distance of 60.21 feet; thence run North 06°08'39'' West a distance of 104.78 feet; thence run North 21°23'21'' West a distance of 51.01 feet; thence run North 36°14'49'' West a distance of 85.55 feet; thence run North 55°07'33'' West a distance of 61.53 feet; thence run North 11°29'20'' East a distance of 51.11 feet; thence run North 09°10'58'' West a distance of 25.46 feet; thence run North 34°56'42'' East a distance of 44.73 feet to the Point of Cusp of a curve, concave Westerly; thence run Northerly and Easterly, along said curve, having a radius of 50.00 feet, an arc distance of 48.01 feet, or through a central angle of 55°00'54'', having a chord distance of 46.19 feet, and a chord bearing of North 07°26'14'' East to a Point of Cusp on said curve; thence run North 20°04'13'' West a distance of 51.56 feet; thence run North 41°33'02'' West a distance of 151.59 feet; thence run North 56°49'59'' West a distance of 59.84 feet; thence run North 78°52'00'' West a distance of 53.17 feet to a point in the Southerly right-of-way line of the aforementioned 125-foot wide right-of-way of L.P.G.A. Boulevard (formerly Eleventh Street); thence run North 64°21'19'' East, along said Southerly right-of-way line, a distance of 29.48 feet to the POINT OF BEGINNING of this description, said parcel containing 18.9759 acres, more or less, and also being subject to any other easements or rights-of-way of record.

ALSO INCLUDING WITHIN THE DISTRICT:

A portion of the Southwest one-quarter of Section 33, Township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows:

Commence on the West line of Section 33, Township 15 South, Range 32 East, at a point 2,124.79 feet North of the Southwest corner of said Section 33; thence run South 39°08'15'' East, 299.45 feet to the centerline construction Station 24+45 as shown on Right of Way Map, 11th Street Extension (now L.P.G.A. Boulevard), as recorded in Road Plat Book 1, Page 47, of the Public Records of Volusia County, Florida; thence run North 50°51'45'' East, 68.00 feet to the POINT OF BEGINNING on the Easterly right of way line of said L.P.G.A. Boulevard; thence run North 50°51'45'' East a distance of 5.42 feet; thence run South 61°45'12'' East a distance of 586.95 feet; thence run South 75°57'15'' East a distance of 745.26 feet; thence run North 74°38'29'' East a distance of 387.14 feet; thence run South 39°08'15'' East a distance of 5.46 feet to a point in the Northerly right of way line of State Road 600, as shown on the aforementioned right of way map; thence run South 50°51'45'' West, along said Northerly right of way line, a distance of 388.00 feet to the Point of Curvature of a curve to the right; thence run Northerly and Westerly, along said curved right-of-way line, having a radius of 644.00 feet, an arc distance of 1011.59 feet, or through a central angle of 90°00'00'', having a chord distance of 910.75 feet, and a chord bearing of North 84°08'15'' West, to the Point of Tangency thereof; thence run North 39°08'15'' West, along said right of way line, a distance of 656.00 feet to the POINT OF BEGINNING of this description, said parcel containing 8.8448 acres, said parcel also being subject to any other easements or rights of way of record.

ALSO INCLUDING WITHIN THE DISTRICT:

A portion of Sections 28 and 29, Township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows:

As a Point of Reference, commence at a 4'' x 4'' concrete monument marking the Northwest corner of said Section 28, being also the Northeast corner of said Section 29; thence run South 00°39'06'' East, along the East line of said Section 29, being also the West line of said Section 28, a distance of 1719.05 feet to a point therein and the POINT OF BEGINNING of this description; thence, departing said Section line, run North 89°33'10'' East a distance of 375.61 feet; thence run South 39°50'12'' West a distance of 2032.50 feet; thence run North 31°00'25'' West a distance of 89.92 feet; thence run South 45°01'27'' West a distance of 401.08 feet to the Point of Curvature of a curve to the left; thence run Southerly and Westerly, along said curved line, having a radius of 1357.26 feet, an arc distance of 529.18 feet, or through a central angle of 22°20'20'', having a chord distance of 525.83 feet, and a chord bearing of South 33°51'17'' West, to the Point of Reverse Curvature of a curve to the right; thence run Southerly and Westerly, along said curved line, having a radius of 2039.93 feet, an arc distance of 709.70 feet, or through a central angle of 19°56'00'', having a chord distance of 706.13 feet, and a chord bearing of South 32°39'07'' West, to the Point of Compound Curvature of a curve to the right; thence run Southerly and Westerly, along said curved line, having a radius of 699.34 feet, an arc distance of 204.87 feet, or through a central angle of 16°47'06'', having a chord distance of 204.14 feet, and a chord bearing of South 51°00'40'' West, to the Point of Compound Curvature of a curve to the right; thence run Southerly and Westerly, along said curved line, having a radius of 2177.89 feet, an arc distance of 400.56 feet, or through a central angle of 10°32'16'', having a chord distance of 399.99 feet, and a chord bearing of South 64°40'21'' West, to the Point of Compound Curvature of a curve to the right; thence run Northerly and Westerly, along said curved line, having a radius of 100.00 feet, an arc distance of 171.23 feet, or through a central angle of 98°06'18'', having a chord distance of 151.06 feet, and a chord bearing of North 61°00'22'' West, to the Point of Tangency thereof, said point being an intersection with the Easterly right-of-way line of L.P.G.A. Boulevard, a 200-foot wide right-of-way; thence run North 01°22'59'' West, along said Easterly right-of-way line, a distance of 1723.40 feet to an intersection with the Southerly line of the Daytona Beach Municipal Stadium Complex, as described in Official Records Book 2918, Page 0767, of the Public Records of Volusia County, Florida; thence, departing said Easterly right-of-way line and along the Southerly line of said Stadium Complex, run North 89°53'07'' East a distance of 1307.16 feet to the Southeasterly corner thereof; thence run North 00°38'21'' West, along the Easterly line of said Stadium Complex, a distance of 1285.90 feet to an intersection with the Southerly line of the City of Daytona Beach Sewerage Treatment Plant, as described in Official Records Book 1875, Page 1551, of the Public Records of Volusia County, Florida; thence run North 89°33'10'' East, along said Southerly line, a distance of 1331.56 feet to the POINT OF BEGINNING of this description, said parcel containing 78.8 acres, more or less, said parcel also being subject to any other easements or rights-of-way of record.

LESS THE FOLLOWING DESCRIBED PARCEL:

A portion of Sections 9 and 16, all being in Township 15 South, Range 32 East, Volusia County, Florida, being more particularly described as follows:

As a Point of Reference, commence at a concrete monument marking the Northeast corner of said Section 16, being also the Southeast corner of said Section 9; thence run South 8928'51" West, along the North line of said Section 16, being also the South line of said Section 9, a distance of 2278.43 feet to a point therein; thence, departing said section line, run South 0031'08" East a distance of 12.44 feet to the POINT OF BEGINNING of this description, said point also being the Northeasterly corner of that parcel of land described in Official Records Book 4034, Page 3593, of the Public Records of Volusia County, Florida, (Florida Game & Fresh Water Fish Commission Easement (F.G.F.W.F.C.)) said point lying in a curve, concave Easterly, said curve having a radius of 2145.74 feet and a central angle of 0601'29"; thence run Southerly and Easterly, along said curve, and the Easterly boundary of said F.G.F.W.F.C. parcel, a distance of 225.63 feet, having a chord distance of 225.52 feet and a chord bearing of South 1628'24" East, to the Point of Compound Curvature of a curve to the left, said curve having a radius of 881.18 feet and a central angle of 2138'42"; thence run Southerly and Easterly, along said curve, a distance of 332.89 feet, having a chord distance of 330.91 feet and a chord bearing of South 3018'29" East, to the Point of Reverse Curvature of a curve to the right, said curve having a radius of 634.07 feet and a central angle of 2408'12"; thence run Southerly and Easterly, along said curve, a distance of 267.11 feet, having a chord distance of 265.14 feet and a chord bearing of South 2903'44" East to the Point Reverse Curvature of a curve to the left, said curve having a radius of 7337.11 feet and a central angle of 0202'20"; thence run Southerly and Easterly, along said curve, a distance of 261.10 feet, having a chord distance of 261.08 feet and a chord bearing of South 1800'48" East to the Point of Tangency thereof; thence run South 7529'28" East a distance of 61.32 feet; thence run South 4502'04" East a distance of 70.58 feet; thence run South 5522'59" East a distance of 74.58 feet; thence run South 5354'44" East a distance of 123.51 feet; thence run South 5327'15" East a distance of 110.00 feet; thence run South 3901'47" East a distance of 218.90 feet; thence run South 7130'00" West a distance of 290.00 feet; thence run South 1830'00" East a distance of 538.00 feet; thence run North 7130'00" East a distance of 290.00 feet; thence run South 0319'49" East a distance of 441.25 feet; thence run South 2804'00" West a distance of 57.51 feet; thence run South 2737'10" West a distance of 91.14 feet; thence run South 2924'23" West a distance of 101.59 feet; thence run South 2822'25" West a distance of 56.54 feet; thence run South 2310'06" West a distance of 116.83 feet to a point, said point lying in a curve, concave Easterly, said curve having a radius of 2566.72 feet and a central angle of 0416'12"; thence run Southerly and Easterly, along said curve, a distance of 191.29 feet, having a chord distance of 191.24 feet and a chord bearing of South 0224'11" East, to the Point of Compound Curvature of a curve to the left, said curve having a radius of 3397.22 feet and a central angle of 1420'40"; thence run Southerly and Easterly, along said curve, a distance of 850.52 feet, having a chord distance of 848.30 feet and a chord bearing of South 1142'37" East to the Point of Compound Curvature of a curve to the left, said curve having a radius of 1230.00 feet and a central angle of 0356'49"; thence run Southerly and Easterly, along said curve, a distance of 84.73 feet, having a chord distance of 84.71 feet and a chord bearing of South 2051'21" East to a point therein; thence run South 8843'10" West a distance of 52.47 feet; thence run South 5153'01" West a distance of 46.32 feet; thence run South 0941'37' East a distance of 49.45 feet; thence run South 0045'45" East a distance of 54.59 feet; thence run North 2133'59" West a distance of 40.29 feet; thence run South 8506'06" West a distance of 23.91 feet; thence run South 1658'32" West a distance of 34.78 feet; thence run North 8235'28" West a distance of 46.47 feet; thence run North 7819'11" West a distance of 27.23 feet; thence run North 5610'10" West a distance of 19.29 feet; thence run North 1242'14" West a distance of 46.82 feet; thence run North 5315'42" West a distance of 35.85 feet; thence run North 1256'38" West a distance of 119.50 feet; thence, departing the boundary line of said F.G.F.W.F.C. parcel, run North 1458'02" West a distance of 797.92 feet; thence run North 1943'31" West a distance of 961.22 feet; thence run North 2044'18" West a distance of 104.64 feet; thence run North 1234'23" West a distance of 773.47 feet; thence run North 1823'44" West a distance of 890.98 feet; thence run North 1848'31" West a distance of 237.62 feet to an intersection with the boundary line of the aforementioned F.G.F.W.F.C. parcel; thence run along said boundary line the following courses and distances: thence run North 0130'12" West a distance of 20.67 feet; thence run North 1723'00" West a distance of 71.17 feet; thence run North 0852'49" East a distance of 65.73 feet; thence run North 8229'25" East a distance of 38.18 feet; thence run North 7503'58" East a distance of 85.56 feet; thence run South 5647'33" East a distance of 29.98 feet; thence run South 8258'33" East a distance of 91.79 feet to the POINT OF BEGINNING of this description, said parcel containing 38.6981 acres, said parcel also being subject to a 100-foot wide Drainage Ditch easement as described in Official Records Book 82, Page 619, of the Public Records of Volusia County, Florida, and any other easements or rights-of-way of record.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 1-3-95, Amended 5-26-98, 9-19-99, 3-7-02.

Fla. Admin. Code R. 42U-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: William H. McMunn; Patricia Lagoni; Joseph Benedict, III; Gary Moothart; and Bruce W. Teeters.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 1-3-95.

Division 42T Julington Creek Plantation Community Development District

Chapter 42T-1 JULINGTON CREEK PLANTATION COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42T-1.001 Creation

The Julington Creek Plantation Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 8-15-94.

Fla. Admin. Code R. 42T-1.002 Boundary

The boundaries of the district are as follows:

PARCEL “A”

A portion of Sections 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 49, 54 and 57, Township 4 South, Range 27 East, St. Johns County, Florida, together with a portion of Sections 2, 4 and 5, Township 5 South, Range 27 East, St. Johns County, Florida, all being more particularly described as follows:

For a Point of Beginning, commence at the point of intersection of the Easterly right-of-way line of State Road No. 13, as now established for a width of 100 feet, with the Southwesterly right-of-way line of Racetrack Road, as now established for a width of 66 feet, said point being the Northwest corner of the aforementioned Julington Creek Unit One, according to plat thereof recorded in Map Book 16, Pages 35-51, of the Public Records of the aforementioned St. Johns County, Florida; thence South 76°22'54'' East, along said Southwesterly right-of-way line of Racetrack Road, a distance of 876.51 feet; thence North 13°37'06'' East, a distance of 66.00 feet to a point lying in the Northeasterly right-of-way line of said Racetrack Road, said point being the most Westerly corner of Tract “A”, as shown on the aforementioned plat of Julington Creek Unit Two recorded in Map Book 16, Pages 52-63, Public Records, said County; thence along the Northerly boundary of said Tract “A” and Easterly prolongation thereof, North 89°13'56'' East, a distance of 1044.60 feet to a point lying in the Westerly boundary of said Julington Creek Unit Two; thence along and with the boundary of said Julington Creek Unit Two the following courses: North 00°55'04'' West, a distance of 2895.00 feet; thence North 65°37'46'' East, a distance of 261.31 feet to the point of curvature of a curve to the right, said curve being concave to the Southwest, having a radius of 270.00 feet and a central angle of 56°49'50''; thence 267.81 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 85°57'19'' East, a distance of 256.96 feet; thence South 57°32'24'' East, a distance of 535.49 feet to the point of curvature of a curve to the left, said curve being concave to the Northeast, having a radius of 530.00 feet and a central angle of 15°32'00''; thence 143.69 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 65°18'24'' East, a distance of 143.25 feet; thence South 73°04'24'' East, a distance of 287.74 feet to the point of curvature of a curve to the left, said curve being concave to the North, having a radius of 490.40 feet and a central angle of 33°03'19''; thence 282.92 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 89°36'04'' East, a distance of 279.02 feet; thence North 73°52'17'' East, a distance of 359.21 feet to the Northerly corner common to said Julington Creek Unit Two and the aforementioned Julington Creek Unit Three, according to plat thereof recorded in Map Book 16, Pages 64-88, Public Records, said County; thence along and with the boundary of said Julington Creek Unit Three the following courses: North 73°52'17'' East, a distance of 116.99 feet to the point of curvature of a curve to the right, said curve being concave to the South, having a radius of 470.00 feet and a central angle of 35°29'03''; thence 291.08 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 88°23'11'' East, a distance of 286.45 feet; thence South 70°38'40'' East, a distance of 1031.69 feet to the point of curvature of a curve to the right, said curve being concave to the Southwest, having a radius of 2260.00 feet and a central angle of 04°59'59''; thence 197.21 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 68°08'40'' East, a distance of 197.15 feet; thence South 65°38'41'' East, a distance of 135.97 feet; thence South 00°36'59'' East, a distance of 622.42 feet; thence South 89°24'51'' West, a distance of 294.90 feet; thence South 00°34'55'' East, a distance of 1624.92 feet; thence South 76°25'30'' East, a distance of 1360.52 feet; thence North 00°33'43'' West, a distance of 1957.64 feet; thence South 89°23'37'' West, a distance of 324.80 feet; thence North 00°36'59'' West, a distance of 504.45 feet to a point lying in the Southerly right-of-way line of Bishop Estates Road, as now established for a width of 60 feet; thence along said Southerly right-of-way line, and continuing along and with the boundary of said Julington Creek Unit Three, North 72°46'03'' East, a distance of 847.61 feet to the point of curvature of a curve to the right, said curve being concave to the South, having a radius of 559.55 feet and a central angle of 38°38'26''; thence 377.36 feet Easterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 87°54'44'' East, a distance of 370.25 feet; thence South 68°35'31'' East, a distance of 1163.87 feet to the point of curvature of a curve to the right, said curve being concave to the Southwest, having a radius of 896.04 feet, and a central angle of 14°33'05''; thence 227.57 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 61°18'59'' East, a distance of 226.96 feet; thence South 54°02'26'' East, a distance of 621.97 feet to the point of curvature of a non-tangent curve to the left, said curve being concave to the Northeast, having a radius of 654.89 feet and a central angle of 35°19'25''; thence 403.75 feet Southeasterly, around the arc of said curve, said arc being subtended by a chord which bears South 71°42'08'' East, a distance of 397.38 feet; thence North 89°21'50'' East, a distance of 321.10 feet to the point of curvature of a non-tangent curve to the right, said curve being concave to the South, having a radius of 690.01 feet and a central angle of 25°21'57''; thence 305.48 feet Easterly, around the arc of said curve, said arc being subtended by a chord which bears South 76°40'52'' East, a distance of 302.99 feet; thence South 63°59'54'' East, a distance of 158.64 feet to the point of curvature of a curve to the left, said curve being concave to the Northeast, having a radius of 1268.20 feet, and a central angle of 42°29'40''; thence 940.59 feet Southeasterly, around the arc of said curve, to a point of reverse curvature, said arc being subtended by a chord which bears South 85°14'44'' East, a distance of 919.18 feet to said point of reverse curvature of a curve to the right, said curve being concave to the South, having a radius of 228.00 feet and a central angle of 20°36'14''; thence 81.99 feet Northeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears North 83°48'33'' East, a distance of 81.55 feet; thence South 85°53'20'' East, a distance of 328.46 feet to the Northerly corner common to said Julington Creek Unit Three and the aforementioned Julington Creek Unit Four, according to plat thereof recorded in Map Book 16, Pages 89-111, Public Records, said County; thence along and with the boundary of said Julington Creek Unit Four the following courses: South 85°53'20'' East, a distance of 171.26 feet to the point of curvature of a curve to the right, said curve being concave to the South, having a radius of 690.01 feet, and a central angle of 20°15'14''; thence 243.92 feet Easterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 75°45'43'' East, a distance of 242.65 feet; thence South 65°38'06'' East, a distance of 299.43 feet to the point of curvature of a curve to the left, said curve being concave to the Northeast, having a radius of 1451.18 feet, and a central angle of 16°27'36''; thence 416.90 feet Southeasterly, around the arc of said curve, to the point of tangency thereof, said arc being subtended by a chord which bears South 73°51'54'' East, a distance of 415.47 feet; thence South 82°05'42'' East, a distance of 616.54 feet to the point of curvature of a curve to the right, said curve being concave to the Southwest, having a radius of 1642.47 feet, and a central angle of 00°17'36''; thence 8.41 feet Southeasterly, around the arc of said curve, said arc being subtended by a chord which bears South 81°56'54'' East, a distance of 8.41 feet to a point of intersection with the Southerly prolongation of the most Westerly boundary of the aforementioned Julington Creek Unit Six, according to plat thereof recorded in Map Book 17, Pages 22-52, Public Records, said County; thence along and with said Westerly boundary and Southerly prolongation thereof, and along and with the boundary of said Julington Creek Unit Six the following courses: North 00°36'03'' East, a distance of 319.20 feet to an angle point in the boundary of said Julington Creek Unit Six; thence North 03°08'57'' West, a distance of 230.12 feet; thence North 02°45'57'' West, a distance of 284 feet, more or less, to the mean high water line of Durbin Creek; thence Southeasterly and Easterly, along said mean high water line of Durbin Creek and the meanderings thereof, a distance of 9880 feet, more or less, to the East line of Section 35 of the aforementioned Township 4 South, Range 27 East; thence South 01°33'04'' East, along said East line of Section 35, a distance of 3752 feet, more or less, to a point lying in the aforementioned Northeasterly right-of-way line of Racetrack Road; thence South 76°22'54'' East, along said Northeasterly right-of-way line, a distance of 147.01 feet to the most Westerly corner of Tract “A”, as shown on the aforementioned plat of Julington Creek Unit Seven recorded in Map Book 18, Pages 6-32, Public Records, said County; thence North 89°11'36'' East, along the Northerly boundary of said Julington Creek Unit Seven, a distance of 2538.40 feet to the Northeast corner thereof; thence along the Easterly boundary of said Julington Creek Unit Seven, and along the extension of said Easterly boundary across the aforementioned Racetrack Road, South 00°33'34'' East, a distance of 1320.75 feet to a point lying in the line dividing the aforementioned Townships 4 and 5 South, Range 27 East, said point being the Southeast corner of said Julington Creek Unit Seven; thence continue along and with the boundary of said Julington Creek Unit Seven the following courses: South 89°13'19'' West, a distance of 2656.47 feet to the Southeast corner of the aforementioned Section 35, Township 4 South, Range 27 East; thence South 89°15'04'' West, a distance of 660.28 feet; thence North 01°36'48'' West, a distance of 1320.37 feet; thence South 89°13'37'' West, a distance of 664.62 feet; thence South 01°47'18'' East, a distance of 1320.15 feet; thence South 02°14'04'' East, a distance of 1340.96 feet; thence South 89°33'39'' West, a distance of 662.34 feet; thence North 02°10'39'' West, a distance of 1336.69 feet; thence South 89°12'29'' West, a distance of 660.57 feet; thence South 89°13'36'' West, a distance of 2641.92 feet; thence South 89°14'24'' West, a distance of 2676.55 feet; thence South 89°14'31'' West, a distance of 1369.31 feet to the Southerly corner common to said Julington Creek Unit Seven and the aforementioned Julington Creek Unit Eight, according to plat thereof recorded in Map Book 18, Pages 33 through 51, Public Records, said County; thence along and with the boundary of said Julington Creek Unit Eight the following courses: South 89°14'31'' West, a distance of 1258.94 feet; thence South 00°48'07'' East, a distance of 1331.35 feet; thence South 00°47'45'' East, a distance of 2682.06 feet; thence South 89°35'54'' West, a distance of 2649.95 feet; thence South 89°33'43'' West, a distance of 1328.72 feet; thence South 89°31'34'' West, a distance of 1342.28 feet; thence South 89°26'51'' West, a distance of 1345.27 feet; thence North 00°44'34'' West, a distance of 1341.60 feet; thence North 00°39'54'' West, a distance of 295.39 feet to the Westerly corner common to said Julington Creek Unit Eight and the aforementioned Julington Creek Unit Nine, according to plat thereof recorded in Map Book 18, Pages 77-121, Public Records, said County; thence along and with the boundary of said Julington Creek Unit Nine the following courses: North 00°39'54'' West, a distance of 1024.75 feet; thence North 89°28'29'' East, a distance of 1342.18 feet; thence North 00°28'51'' West, a distance of 1322.45 feet; thence South 89°28'29'' West, a distance of 1342.18 feet; thence North 00°28'51'' West, a distance of 379.92 feet to the centerline of Cunningham Creek; thence Westerly along a meander line that approximates the centerline of said Cunningham Creek as follows: North 58°00'56'' West, a distance of 135.23 feet; thence South 88°24'34'' West, a distance of 220.36 feet; thence North 70°24'07'' West, a distance of 355.69 feet; thence South 76°06'53'' West, a distance of 348.16 feet; thence South 89°11'02'' West, a distance of 300.67 feet; thence North 83°03'30'' West, a distance of 252.48 feet; thence North 80°29'16'' West, a distance of 336.30 feet; thence North 88°42'35'' West, a distance of 311.27 feet; thence South 71°01'54'' West, a distance of 85.28 feet; thence North 85°52'03'' West, a distance of 313.97 feet; thence South 58°08'46'' West, a distance of 305.31 feet; thence South 88°56'58'' West, a distance of 160.43 feet; thence South 68°08'31'' West, a distance of 239.34 feet; thence South 88°49'46'' West, a distance of 474.71 feet; thence North 38°38'53'' West, a distance of 193.24 feet; thence North 87°42'49'' West, a distance of 351.51 feet; thence South 70°43'49'' West, a distance of 537.95 feet; thence South 59°45'23'' West, a distance of 666.17 feet to a point lying in the aforementioned Easterly right-of-way line of State Road No. 13; thence North 04°51'47'' East, along said Easterly right-of-way line, a distance of 1961.82 feet to the Westerly corner common to said Julington Creek Unit Nine and the aforementioned Julington Creek Unit One, according to plat thereof recorded in Map Book 16, Pages 35-51, Public Records, said County; thence along and with the boundary of said Julington Creek Unit One the following courses: North 04°51'47'' East, a distance of 2087.46 feet to an angle point in said boundary; thence North 88°25'39'' East, departing said Easterly right-of-way line of State Road No. 13, a distance of 191.74 feet; thence North 00°18'11'' West, a distance of 833.50 feet; thence North 89°13'41'' East, a distance of 676.09 feet; thence South 00°17'20'' East, a distance of 160.48 feet; thence North 89°15'59'' East, a distance of 670.35 feet; thence North 00°16'32'' West, a distance of 660.03 feet; thence South 89°17'37'' West, a distance of 670.00 feet; thence South 89°17'50'' West, a distance of 747.26 feet to a point lying in the aforementioned Easterly right-of-way line of State Road No. 13; thence North 04°51'47'' East, along said Easterly right-of-way line, a distance of 1490.97 feet to the Point of Beginning.

Containing 4,270 acres, more or less.

EXCEPTING THEREFROM, however, lands described and recorded in Official Records Volume 569, Page 331, and Official Records Volume 790, Page 554, and also lands described and recorded in Official Records Volume 910, Page 1091 (including the EXCEPTION mentioned therein), all of the Public Records of St. Johns County, Florida, and containing 29.13 acres, more or less.
EXCEPTING THEREFROM, however, lands described and recorded in Official Records Volume 721, Page 1090, of the Public Records of St. Johns County, Florida, and containing 5.16 acres, more or less.
EXCEPTING THEREFROM, however, lands described and recorded in Official Records Volume 716, Page 690, and Official Records Volume 878, Page 92, all of the Public Records of St. Johns County, Florida, and containing 10.20 acres, more or less.
EXCEPTING THEREFROM, however, the First Replat in Julington Creek Unit One, as recorded in Map Book 26, Pages 82 and 83, of the Public Records of St. Johns County, Florida, and containing 31.53 acres, more or less.
EXCEPTING THEREFROM, however, all of Tracts G-5, G-6 and G-7, all of Lots 1 through 52, Block 5, and all of Lots 1 through 39, Block 6, together with the road rights-of-way known as Larkspur Loop, Canna Court, Catalpa Court, and Calico Court, all as shown on plat of Julington Creek Unit One as recorded in Map Book 16, Pages 35 through 51, of the Public Records of St. Johns County, Florida, and containing 39.41 acres, more or less.
EXCEPTING THEREFROM, however, all of Lots 1 through 11, Block 7, and the road right-of-way known as Little Loop, all as shown on plat of Julington Creek Unit One as recorded in Map Book 16, Pages 35 through 51, of the Public Records of St. Johns County, Florida and containing 6.85 acres, more or less.
EXCEPTING THEREFROM, however, all of Tracts G-1, G-2, G-13 and G-14, all of Lots 1 through 21, Block 41, all of Lots 1 through 24, Block 42, all of Lots 1 through 11, Block 43, all of Lots 1 through 20, Block 44, all of Lots 1 through 5, Block 45, and all of Lots 1 through 14, Block 46, together with the road rights-of-way known as Linwood Loop, Castleberry Court, and Chesswood Court, all as shown on plat of Julington Creek Unit Five as recorded in Map Book 17, Pages 1 through 21, of the Public Records of St. Johns County, Florida, and containing 45.93 acres, more or less.
EXCEPTING THEREFROM, however, lands described and recorded in Official Records Volume 328, Page 644, and Official Records Volume 443, Page 451, of the Public Records of St. Johns County, Florida, together with a parcel of land being bounded on the North by Racetrack Road, as now established for a width of 66 feet, and bounded on the West by the aforementioned lands described in Official Records Volume 443, Page 451, and bounded on the South and the East by the aforementioned lands described in Official Records Volume 328, Page 644, all as recorded in the Public Records of St. Johns County, Florida, and containing 53.94 acres, more or less.
EXCEPTING THEREFROM, however, lands described and recorded in Official Records Volume 350, Page 229, of the Public Records of St. Johns County, Florida, and containing 10.80 acres, more or less.
EXCEPTING THEREFROM, however, all of Tract F as shown on plat of Julington Creek Unit Five as recorded in Map Book 17, Pages 1 through 21, of the Public Records of St. Johns County, Florida, and containing 5.73 acres, more or less.
AND FURTHER EXCEPTING THEREFROM, however, any portion of the above described lands lying within the rights-of-way of Racetrack Road, as now established for a width of 66 feet, or Bishop Estates Road, as now established for a width of 60 feet, or Orange Street as now established for a width of 60 feet, all of which contain 44.69 acres, more or less.

Lands thus described, exclusive of all exceptions therein, contain 3,986 acres, more or less.

TOGETHER WITH, PARCEL “B” (Record Description)

Part of Section 57, Rebecca Pengree Grant, Township 4 South, Range 27 East, Portions of Section 38, William Harvey Grant, Section 39, F.P. Fatio Grant, Section 42, Rebecca Pengree Grant, all being in Township 5 South, Range 27 East, St. Johns County, Florida, being more particularly described as follows:

For a Point of Reference, commence at the intersection of the line dividing Section 39 and Section 42 with the Southeasterly line of Section 38 aforementioned; run thence South 40°10'48'' East along the dividing line of Sections 38 and 39, a distance of 945.12 feet, more or less, to the Westerly Right of Way line of State Road No. 13, as now established as a 100 foot Right of Way, said point lying and being in a curve concave Westerly, having a radius of 2814.79 feet, for a Point of Beginning; thence in a Northerly direction, along the arc of said radius and Westerly Right of Way line of State Road No. 13, an arc length of 229.86 feet, said arc being subtended by a chord bearing North 21°07'03'' East, a chord distance of 229.8 feet; thence North 53°25'45'' West, a distance of 471.92 feet; thence North 36°34'15'' East, a distance of 200.0 feet; thence South 53°25'45'' East, a distance of 399.29 feet, more or less, to the Westerly Right of Way line of State Road No. 13, aforementioned; thence in a Northerly direction, along the arc of curve having a radius of 2814.79 feet and Westerly Right of Way line of State Road No. 13, an arc length of 487.38 feet to the P.C. of curve, said arc being subtended by a chord bearing of North 09°29'07'' East, a chord distance of 486.78 feet; thence North 04°31'30'' East, along the Westerly Right of way line of State Road No. 13, a distance of 3125 feet, more or less, to the waters of Cunningham Creek; thence in a Southwesterly and Southeasterly direction along the waters following the meandering of Cunningham Creek and Mill Creek respectively, a distance of 8000 feet, more or less, to the Westerly Right of Way line of State Road 13, aforementioned, said point being an arc distance of 310 feet, more or less, Southwesterly from the Point of Beginning; thence in a Northeasterly direction, along the arc of a curve having said radius of 2814.79 feet and Westerly Right of Way line of State Road No. 13, an arc distance of 310 feet, more or less, to the point of beginning.

EXCEPTING that portion of said Sections 39 and 42, Township 5 South, aforementioned, more particularly described as follows:

For a Point of Reference, commence at the intersection of the line dividing Section 39 and Section 42, with the Southeasterly line of said Section 38; run thence South 40°10'48'' East along the dividing line of Sections 38 and 39, a distance of 945.12 feet, more or less, to the Westerly Right-of-Way line of State Road No. 13, aforementioned, for the Point of Beginning; thence in a Northerly direction, along the arc of said radius and Westerly Right of Way line of State Road No. 13, an arc length of 167.06 feet, said arc being subtended by a chord bearing North 21°45'24'' East, a chord distance of 167.03 feet; thence North 53°25'45'' West, a distance of 100.0 feet; thence South 26°16'55'' West, a distance of 500 feet, more or less, to the waters of Mill Creek; thence in a Southeasterly direction, along the waters following the meanderings of Mill Creek, a distance of 110 feet, more or less, to the Westerly Right of Way line of State Road No. 13, aforementioned, said point being an arc distance of 310 feet, more or less, Southwesterly from the Point of Beginning; thence in a Northeasterly direction, along the arc of a curve having said radius of 2814.79 feet and Westerly Right of Way line of State Road No. 13, an arc distance of 310 feet, more or less, to the Point of Beginning.

Lands thus described, exclusive of all exceptions therein, contain 133 acres, more or less.

TOGETHER WITH,

A parcel of land, being a portion of said Section 3, Township 5 South, Range 27 East, St. Johns County, Florida, said parcel being more particularly described as follows:

For a point of reference, commence at the Northwest corner of said Section 3, Township 5 South, Range 27 East, St. Johns County, Florida, and run thence North 89°13'35'' East, along the North line of said Section 3, (also being the South line of Section 34, Township 4 South, Range 27 East), a distance of 1,500.00 feet, to the Northeast corner of those lands described and recorded in that quit claim deed between Rayonier Timberlands Operating Company, L.P. to Aberdeen Development, L.L.C., recorded in Official Records Book 2036, Page 1221 of the current public records of said St. Johns County, Florida, and the Point of Beginning.

From the Point of Beginning thus described, continue North 89°13'35'' East, along aforesaid North line of said Section 3, Township 5 South, Range 27 East, (also being the South line of said Section 34, Township 4 South, Range 27 East), a distance of 955.32 feet, to a point; run thence South 54°12'47'' East, a distance of 777.71 feet, to a point; run thence South 00°46'25'' East, a distance of 590.74 feet, to a point; run thence South 89°13'35'' West, a distance of 595.49 feet, to a point; run thence North 54°08'17'' West, a distance of 1,023.03 feet, to a point; run thence South 89°10'40'' West, a distance of 163.26 feet, to a point on the aforesaid east line of said lands described and recorded in Official Records Book 2036, Page 1221 of the public records of said St. Johns County, Florida; run thence North 00°49'20'' West, along the aforesaid East line of last said lands, a distance of 443.68 feet, to the aforesaid North line of said Section 3, and to the point of beginning.

The lands thus described, contains 1,170,088 square feet or 26.86 acres, more or less, in area.

Total Parcel Area 145.86 acres, more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 8-15-94, Amended 12-20-07.

Fla. Admin. Code R. 42T-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Kimball D. Woodbury; David A. Branson; John H. Fischer; J. Thomas Gillette, III; Terrell R. Jones.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 8-15-94.

Division 42W Lakewood Ranch Community Development District 2

Chapter 42W-1 LAKEWOOD RANCH COMMUNITY DEVELOPMENT DISTRICT 2

Fla. Admin. Code R. 42W-1.001 Creation

The Lakewood Ranch Community Development District 2 is hereby created.

History

Rulemaking Authority 190.005(1) FS. Law Implemented 190.005, 190.005(1)(f)3. FS. History–New 6-12-95.

Fla. Admin. Code R. 42W-1.002 Boundary

The boundaries of the district are as follows: COMMENCE AT THE SECTION CORNER COMMON TO SECTIONS 29, 30, 31 AND 32, TOWNSHIP 35 S., RANGE 19 E.; THENCE S. 01°11'37'' W., ALONG THE SECTION LINE COMMON TO SECTIONS 31 AND 32, TOWNSHIP 35 S., RANGE 19 E., A DISTANCE OF 221.07 FT. TO THE INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY OF “UPPER MANATEE RIVER ROAD” (A 120 FT. WIDE PUBLIC R/W), FOR A POINT OF BEGINNING; THENCE ALONG THE NORTHERLY AND WESTERLY R/W OF SAID “UPPER MANATEE RIVER ROAD”, THE FOLLOWING COURSES: S. 75º29'27'' W., A DISTANCE OF 399.90 FT. TO THE P.C. OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 1960.00 FT.; THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 40º58'50'', A DISTANCE OF 1401.88 FT. TO THE P.T. OF SAID CURVE; THENCE S. 34º30'37'' W., A DISTANCE OF 319.17 FT. TO THE P.C. OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1610.00 FT.; THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 57º52'37'', A DISTANCE OF 1626.33 FT. TO THE P.T. OF SAID CURVE; THENCE S.23°22'00'' E., A DISTANCE OF 320.00 FT. TO THE P.C. OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 860.00 FT.; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 62º53'43'', A DISTANCE OF 944.05 FT. TO THE P.T. OF SAID CURVE; THENCE S. 86°15'43'' E., A DISTANCE OF 120.00 FT. TO THE P.C. OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 620.00 FT.; THENCE RUN SOUTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 86º17'11'', A DISTANCE OF 933.71 FT. TO THE P.T. OF SAID CURVE; THENCE S. 00°01'28'' W., ALONG SAID WESTERLY R/W OF “UPPER MANATEE RIVER ROAD” AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 1745.06 FT. TO THE INTERSECTION WITH THE SOUTHERLY R/W OF “UNIVERSITY PARKWAY” (A 200.00 FT. WIDE PUBLIC R/W), SAME BEING THE SOUTHERLY LINE OF SECTION 31, TOWNSHIP 35 S., RANGE 19 E. (COUNTY LINE); THENCE S.89º58'32'' E., ALONG THE SOUTHERLY R/W OF SAID “UNIVERSITY PARKWAY”, A DISTANCE OF 120.00 FT. TO THE INTERSECTION WITH THE EASTERLY END OF R/W FOR SAID “UNIVERSITY PARKWAY”; THENCE CONTINUE S.89º58'32'' E., ALONG THE SOUTHERLY LINE OF SAID SECTION 31 (COUNTY LINE), A DISTANCE OF 41.80 FT. TO THE SOUTHEAST CORNER OF SAID SECTION 31, SAME BEING THE SOUTHWEST CORNER OF SECTION 32, TOWNSHIP 35 S., RANGE 19 E.; THENCE S. 89º58'32'' E., ALONG THE SOUTHERLY LINE OF SAID SECTION 32 (COUNTY LINE), A DISTANCE OF 5320.24 FT. TO THE SOUTHEAST CORNER OF SAID SECTION 32, SAME BEING THE SOUTHWEST CORNER OF SECTION 33, TOWNSHIP 35 S., RANGE 19 E.; THENCE S.89º58'32''E., ALONG THE SOUTHERLY LINE OF SAID SECTION 33 (COUNTY LINE), A DISTANCE OF 5320.24 FT. TO THE SOUTHEAST CORNER OF SAID SECTION 33, SAME BEING THE SOUTHWEST CORNER OF SECTION 34, TOWNSHIP 35 S., RANGE 19 E.; THENCE S. 89º58'32'' E., ALONG THE SOUTHERLY LINE OF SAID SECTION 34 (COUNTY LINE), A DISTANCE OF 678.98 FT. TO THE INTERSECTION WITH THE EASTERLY LINE OF “LORRAINE ROAD”, (A 120.0 FT. WIDE ROADWAY); THENCE ALONG THE EASTERLY LINE OF SAID “LORRAINE ROAD”, THE FOLLOWING COURSES: N. 00º01'28'' E., A DISTANCE OF 1402.77 FT. TO THE P.C. OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 10560.00 FT.; THENCE RUN NORTHERLY, ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01°56'28'', A DISTANCE OF 357.76 FT. TO THE P.T. OF SAID CURVE; THENCE N. 01°55'00'' W., A DISTANCE OF 2240.90 FT. TO THE P.C. OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 3060.00 FT.; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 10°28'18'', A DISTANCE OF 559.26 FT. TO THE P.T. OF SAID CURVE; THENCE N. 12°23'18'' W., A DISTANCE OF 982.01 FT. TO THE P.C. OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 2190.00 FT.; THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13º14'44'', A DISTANCE OF 506.28 FT. TO THE P.T. OF SAID CURVE; THENCE N. 00°51'27'' E., A DISTANCE OF 1.87 FT. TO THE INTERSECTION WITH THE NORTHERLY LINE OF SECTION 34, TOWNSHIP 35 S., RANGE 19 E., SAME BEING THE SOUTHERLY LINE OF SECTION 27, TOWNSHIP 35 S., RANGE 19 E.; THENCE S. 89°57'56'' W., ALONG THE SECTION LINE COMMON TO SAID SECTIONS 27 AND 34, A DISTANCE OF 120.02 FT. TO THE SECTION CORNER COMMON TO SECTIONS 27, 28, 33 AND 34, TOWNSHIP 35 S., RANGE 19 E.; THENCE N. 89°30'25'' W., ALONG THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 33, A DISTANCE OF 2662.03 FT. TO THE SOUTHEAST CORNER OF THE WEST 1/2 OF SAID SECTION 28; THENCE N. 00°45'47'' E., ALONG THE EASTERLY LINE OF THE WEST 1/2 OF SAID SECTION 28, A DISTANCE OF 5314.17 FT. TO THE NORTHEAST CORNER OF THE WEST 1/2 OF SAID SECTION 28, SAME BEING THE SOUTH 1/4 CORNER SECTION 21, TOWNSHIP 35 S., RANGE 19 E.; THENCE S. 89º31'21'' E., ALONG THE SECTION LINE COMMON TO SECTIONS 21 AND 28, TOWNSHIP 35 S., RANGE 19 E., A DISTANCE OF 2670.79 FT. TO THE NORTHEAST CORNER OF SAID SECTION 28, SAME BEING THE SOUTHEAST CORNER OF SAID SECTION 21; THENCE N. 00º30'20'' E., ALONG THE EASTERLY LINE OF SAID SECTION 21, A DISTANCE OF 243.17 FT. MORE OR LESS, TO THE INTERSECTION WITH THE CENTERLINE OF THE “BRADEN RIVER”, SAID POINT HEREINAFTER REFERRED TO AS POINT “A”; THENCE RUN IN A GENERALLY NORTHWESTERLY DIRECTION, ALONG THE SINUOSITIES OF THE CENTERLINE OF THE “BRADEN RIVER”, 5332 FT. MORE OR LESS TO A POINT HEREINAFTER REFERRED TO AS POINT “B”, SAID POINT LYING N. 73°19'40'' W., A DISTANCE OF 3962.56 FT. FROM POINT “A” PREVIOUSLY DESCRIBED; THENCE S. 45º40'07'' W., A DISTANCE OF 2166.37 FT. TO THE INTERSECTION WITH THE WESTERLY LINE OF SECTION 28, TOWNSHIP 35 S., RANGE 19 E.; THENCE S. 00°40'07'' W., ALONG THE WESTERLY LINE OF SAID SECTION 28, A DISTANCE OF 5135.03 FT. TO THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32 AND 33, TOWNSHIP 35 S., RANGE 19 E.; THENCE N. 89°30'25'' W., ALONG THE NORTHERLY LINE OF SAID SECTION 32, A DISTANCE OF 4003.06 FT. TO THE INTERSECTION WITH THE WESTERLY LINE OF THAT CERTAIN BOUNDARY AGREEMENT LINE AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1323, PAGE 1534, PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA; THENCE N. 00°29'12'' E., ALONG THE WESTERLY LINE OF SAID BOUNDARY AGREEMENT LINE, A DISTANCE OF 826.46 FT. TO THE INTERSECTION WITH THE EASTERLY R/W OF AFOREMENTIONED “UPPER MANATEE RIVER ROAD”, SAID POINT BEING ON THE ARC OF A CURVE WHOSE RADIUS POINT LIES N. 89°30'48'' W., 1060.00 FT.; THENCE RUN SOUTHWESTERLY, ALONG SAID EASTERLY R/W AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 75º00'15'', A DISTANCE OF 1387.61 FT. TO THE P.T. OF SAID CURVE; THENCE S. 75°29'27'' W., ALONG SAID SOUTHERLY R/W, 259.49 FT.; THENCE N. 10º30'33'' W., A DISTANCE OF 120.29 FT. TO THE INTERSECTION WITH THE NORTHERLY R/W OF SAID “UPPER MANATEE RIVER ROAD”; THENCE S. 75º29'27'' W., ALONG SAID NORTHERLY R/W, A DISTANCE OF 287.54 FT. TO THE POINT OF BEGINNING, BEING AND LYING IN SECTIONS 21, 27, 28, 29, 31, 32, 33 AND 34, TOWNSHIP 35S., RANGE 19 E.; MANATEE COUNTY, FLORIDA.

LESS:

R/W FOR “UPPER MANATEE RIVER ROAD” AND LESS R/W FOR THAT PART OF “UNIVERSITY PARKWAY” LYING WEST OF THE EAST LINE OF “UPPER MANATEE RIVER ROAD”.

CONTAINING 2080.59 ACRES MORE OR LESS.

SUBJECT TO SOVEREIGNTY RIGHTS, IF ANY, FOR THE “BRADEN RIVER”.

LESS AND EXCEPT:

A tract of land lying in Sections 21, 28, 32, 33 and 34, Township 35 South, Range 19 East, Manatee County, Florida and more particularly described as follows:

Commence at the Southwest corner of Section 29, Township 35 South, Range 19 East; thence S. 89°30'25" E. along the south line of said Section 29, a distance of 2603.91 feet to the POINT OF BEGINNING; thence continue, S. 89°30'25" E., a distance of 2,733.52 feet to the southeast corner of premises described in Boundary Line Agreement, recorded in Official Record Book 1323, Page 1526 of the Public Records of Manatee County, Florida, also being the southeast corner of said Section 29; (the following call is along the east line of said premises); thence N. 00°40'07" E., a distance of 5,135.03 feet; thence N. 45°40'07" E., a distance of 2,116.37 feet to the intersection with the centerline of the Braden River, said point hereinafter referred to as Point “B”; thence run in a generally southeasterly direction, along the sinuosities of the centerline of the Braden River, 5,332 feet, more or less to the intersection with the easterly line of the aforementioned Section 21, said intersection point hereinafter referred to as Point “A”, said Point “A” lying S. 73°57'22" E., a distance of 3,987.02 feet from said Point “B”; thence S. 00°30'20" W. along said east line, a distance of 243.17 feet to the northeast corner of Section 28; thence N. 89°31'21" W., along the north line of said Section 28 a distance of 2,670.79 feet to the northeast corner of the west 1/2 of said Section 28; thence S. 00°45'47" W., along the east line of the west 1/2 of said Section 28 a distance of 5,314.17 feet to the southeast corner of the west 1/2 of said Section 28; thence S. 89°30'25" E. along the south line of said Section 28, a distance of 2,662.03 feet to the southeast corner of said Section 28; thence N. 89°57'56" E. along the south line of Section 27, Township 35 South, Range 19 East, a distance of 120.02 feet to a point on the east right-of-way line of said Lorraine Road (120 feet wide); (the following 6 calls are along said east line); thence S. 00°51'27" W., a distance of 1.87 feet to a point on a curve to the left of which the radius point lies S. 89°08'34" E., a radial distance of 2,190.00 feet; thence southerly along the arc of said curve, through a central angle of 13°14'44", an arc length of 506.28 feet to the point of tangency of said curve; thence S. 12°23'18" E., a distance of 982.01 feet to the point of curvature of a curve to the right having a radius of 3,060.00 feet, and a central angle of 10°28'18"; thence southerly along the arc of said curve, an arc length of 559.26 feet to the point of tangency of said curve; thence S. 01°55'00" E., a distance of 447.81 feet; thence S. 88°05'00" W., a distance of 120.03 feet to the northeasterly corner of The Masters Avenue, as shown on the plat of Lakewood Ranch Country Club Village, The Masters Avenue/Eagles Watch Way Roadways, as recorded in Plat Book 35, Page 194, of said Public Records, said point being to a point of curvature to the right, of which the radius point lies S. 88°05'00" W., a radial distance of 35.00 feet; (the following 14 calls are along said northerly line); thence southwesterly along the arc of said curve, through a central angle of 90°00'00", an arc length of 54.98 feet to the point of tangency of said curve; thence S. 88°05'00" W., a distance of 207.34 feet to the point of curvature of a curve to the left having a radius of 149.00 feet, and a central angle of 17°26'15"; thence westerly along the arc of said curve, an arc length of 45.35 feet; to the point of reverse curvature of a curve to the right, having a radius of 123.00 feet and a central angle of 17°26'15"; thence westerly along the arc of said curve, a distance of 37.43 feet to the point of tangency of said curve; thence S. 88°05'00" W., a distance of 74.02 feet to the point of curvature of a curve to the left having a radius of 725.00 feet and a central angle of 42°19'52"; thence southwesterly along the arc of said curve, an arc length of 535.64 feet, to the point of reverse curvature of a curve to the right having a radius of 675.00 feet and a central angle of 45°08'52"; thence westerly along the arc of said curve, a distance of 531.88 feet to the point of tangency of said curve; thence N. 89°06'00" W., a distance of 401.49 feet to the point of curvature of a curve to the left having a radius of 525.00 feet and a central angle of 34°09'49"; thence westerly along the arc of said curve, an arc length of 313.04 feet to the point of reverse curvature of a curve to the right having a radius of 475.00 feet and a central angle of 34°27'06"; thence westerly along the arc of said curve, a distance of 285.62 feet to the point of tangency of said curve; thence N. 88°48'43" W., a distance of 436.59 feet to the point of curvature of a curve to the left having a radius of 625.00 feet and a central angle of 20°23'17"; thence westerly along the arc of said curve, an arc length of 222.40 feet to the point of reverse curvature of a curve to the right having a radius of 475.00 feet and a central angle of 39°50'30"; thence westerly along the arc of said curve, a distance of 330.30 feet to the point of compound curvature of a curve to the right having a radius of 575.00 feet and a central angle of 15°59'09"; thence northwesterly along the arc of said curve, an arc length of 160.43 feet to the point of compound curvature of a curve to the right having a radius of 25.00 feet and a central angle of 95°12'57"; (the following 7 calls are along the northerly line of said The Masters Avenue as shown on the plat of Lakewood Ranch Country Club Village, Subphase G a/k/a Westchester, as recorded in Plat Book 34, Page 17 of said Public Records); thence northerly along the arc of said curve, an arc length of 41.55 feet to the end of said curve; thence N. 48°09'24" W. along a line radial to the last described curve, a distance of 50.00 feet to the point on a curve to the right, of which the radius point lies N. 48°09'24" W., a radial distance of 25.00 feet; thence westerly along the arc of said curve, through a central angle of 95°12'57", an arc length of 41.55 feet to the point of compound curvature of a curve to the right having a radius of 575.00 feet and a central angle of 29°31'19"; thence northwesterly along the arc of said curve, an arc length of 296.27 feet to the point of reverse curvature of a curve to the left having a radius of 675.00 feet and a central angle of 34°32'21"; thence northwesterly along the arc of said curve, a distance of 406.90 feet to the point of tangency of said curve; thence N. 47°57'29" W., a distance of 532.39 feet to the point of curvature of a curve to the right having a radius of 35.00 feet and a central angle of 85°30'06"; thence northerly along the arc of said curve, an arc length of 52.23 feet to the point of reverse curvature of a curve to the left having a radius of 730.00 feet and a central angle of 01°29'29", said point being a point on the easterly line of Legacy Boulevard (120-foot wide public right-of-way) as recorded in Official Record Book 1500, Page 6809, of said Public Records; (the following 2 calls are along the easterly and northerly line of said Legacy Boulevard); thence northeasterly along the arc of said curve, an arc length of 19.00 feet to the end of said curve; thence N. 53°56'52" W. along a line radial to the last described curve, a distance of 120.00 feet to the point on a curve to the left, of which the radius point lies N. 53°56'52" W., a radial distance of 610.00 feet; (the following 2 calls are along the easterly line of Lakewood Ranch Country Club Village, Subphase D, Unit 3A, recorded in Plat Book 32, Page 177 of said Public Records); thence northerly along the arc of said curve, through a central angle of 34°59'11", an arc length of 372.48 feet to the point of tangency of said curve; thence N. 01°03'57" E. along said easterly line, also being the easterly line of Lakewood Ranch Country Club Village, Subphase D, Units 3B & 4, a/k/a Gleneagles, recorded in Plat Book 34, Page 181 of said Public Records, a distance of 835.00 feet to the point of curvature of a curve to the right having a radius of 1,190.00 feet and a central angle of 06°50'14"; (the following 12 calls are along the easterly and northerly line of said Lakewood Ranch Country Club Village, Subphase D, Units 3B & 4, a/k/a Gleneagles); thence northerly along the arc of said curve, an arc length of 142.01 feet; to the point of reverse curvature of a curve to the left having a radius of 35.00 feet and a central angle of 87°11'33"; thence northwesterly along the arc of said curve, a distance of 53.26 feet to the point of tangency of said curve; thence N. 79°17'22" W., a distance of 18.47 feet to the point of curvature of a curve to the right having a radius of 725.00 feet and a central angle of 61°47'51"; thence northwesterly along the arc of said curve, an arc length of 781.96 feet to the point of tangency of said curve; thence N. 17°29'31" W., a distance of 82.39 feet; thence S. 72°30'29" W., a distance of 181.80 feet to the point of curvature of a non tangent curve to the left, of which the radius point lies S. 01°16'24" E., a radial distance of 58.00 feet; thence westerly along the arc of said curve, through a central angle of 24°50'29", an arc length of 25.15 feet to the end of said curve; thence N. 26°06'53" W., along a line radial to the last described curve, a distance of 49.82 feet; thence S. 72°30'29" W., a distance of 161.83 feet; thence N. 17°29'31" W., a distance of 20.40 feet; thence S. 72°30'29" W., a distance of 190.11 feet; thence S. 07°30'16" W., a distance of 437.56 feet to a point on the north line of Lakewood Ranch Country Club Village, Subphase D, Unit 2, recorded in Plat Book 31, Page 23 of said Public Records; thence N. 90°00'00" W., along said north line, also being the north line of Lakewood Ranch Country Club Village, Subphase D, Unit 1 a/k/a Spyglass, recorded in Plat Book 34, Page 113 of said Public Records, a distance of 2,269.90 feet; thence S. 23°47'43" W., along the west line of said Lakewood Ranch Country Club Village, Subphase D, Unit 1 a/k/a Spyglass, a distance of 277.38 feet to a point on the north line of Parcel 4, Legacy Golf Course as recorded in Road Plat Book 10, Page 126, of said Public Records; (the following 2 calls are along said northerly line); thence N. 60°40'54" W., a distance of 184.30 feet; thence N. 36°55'37" W., a distance of 85.32 feet to a point on the east line of Lakewood Ranch Country Club Village, Subphase C, Unit 1-A, recorded in Plat Book 30, Page 189 of said Public Records; (the following 3 calls are along said easterly line); thence N. 01°20'47" E., a distance of 240.50 feet; thence N. 58°34'00" W., a distance of 423.22 feet; thence N. 00°29'35" E., a distance of 166.41 feet; to the POINT OF BEGINNING.

Tract contains: 706.62 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005(1)(f)1. FS. History–New 6-12-95, Amended 4-30-01.

Fla. Admin. Code R. 42W-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Rex Jensen, C. John Clarke, Mary Fran Carroll, Roger Hill and Anthony Chiofalo.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005(1)(f)2. FS. History–New 6-12-95.

Division 42EE Lakewood Ranch Community Development District 5

Chapter 42EE-1 LAKEWOOD RANCH COMMUNITY DEVELOPMENT DISTRICT 5

Fla. Admin. Code R. 42EE-1.001 Establishment

The Lakewood Ranch Community Development District 5 is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005(1) FS. History–New 4-30-01, Technical Change 4-10-26.

Fla. Admin. Code R. 42EE-1.002 Boundary

A tract of land lying in Sections 20, 21, 27, 28, 29, 33 and 34, Township 35 South, Range 19 East, Manatee County, Florida and more particularly described as follows:

Commence at the Southwest corner of said Section 29; thence S. 89°30'25" E. along the South line of said Section 29, a distance of 5,337.43 feet to the southeast corner of premises described in Boundary Line Agreement, recorded in Official Record Book 1323, Page 1526 of the Public Records of Manatee County, Florida, also being the southeast corner of said Section 29; thence N. 00°40'07" E., along the east line of said premises, also being the east line of Section 29, a distance of 896.55 feet to the POINT OF BEGINNING; thence continue N. 00°40'07" E., along said east line, a distance of 2,593.75 feet; thence N. 25°39'10" E. a distance of 123.60 feet; thence S. 64°20'50" E. a distance of 5.35 feet to the point of curvature of a curve to the right having a radius of 35.00 feet, and a central angle of 84°41'15"; thence along the arc of said curve, in a southwesterly direction, an arc length of 51.73 feet to the point of cusp with a curve to the right of which the radius point lies N. 69°39'36" E. a radial distance of 775.00 feet; thence along the arc of said curve, in a northeasterly direction, passing through a central angle of 10°37'32" an arc distance of 143.52 feet to the point of cusp with a curve to the right of which the radius point lies N. 59°02'04" W. a radial distance of 35.00 feet; thence along the arc of said curve, in a southwesterly direction, passing through a central angle of 70°04'47" an arc distance of 42.81 feet to the end of said curve; thence N. 25°39'10" E. a distance of 143.87 feet; thence N. 64°20'50" W. a distance of 55.31 feet to the point of curvature of a curve to the left having a radius of 345.00 feet, and a central angle of 10°10'37"; thence along the arc of said curve, in a westerly direction, an arc length of 61.28 feet to the point of reverse curvature of a curve to the right having a radius of 55.00 feet, and a central angle of 20°56'10"; thence along the arc of said curve, in a northwesterly direction, an arc length of 20.10 feet to the point of reverse curvature of a curve to the left having a radius of 670.00 feet, and a central angle of 03°32'30"; thence along the arc of said curve, in a northwesterly direction, an arc length of 41.42 feet to the above mentioned east line of premises described in Boundary Line Agreement, recorded in Official Record Book 1323, page 1526 of the Public Records of Manatee County; (the following 4 calls are along the east and north line of said Boundary Line Agreement); thence N. 00°40'07" E. a distance of 92.88 feet; thence N. 89°29'40" W. a distance of 28.00 feet; thence N. 00°40'07" E. a distance of 16.00 feet; thence N. 89°29'40" W. a distance of 415.80 feet to the east line of Community Development District No. 1; (the following 4 calls are along the easterly line of said Community Development District No. 1); thence N. 12°00'00" W. a distance of 1100.01 feet; thence N. 20°00'00" W. a distance of 850.00 feet; thence N. 56°19'17" W., a distance of 834.10 feet to a point hereafter referred to as “POINT C”, said point being a point in the approximate centerline of the Braden River; thence northeasterly along the centerline of said Braden River, 2508 feet, more or less to a point hereafter referred to as “POINT B”, said point lying N. 60°41'34" E., a distance of 2,228.69 feet from said “POINT C”; (the following 38 calls are along the southerly line of Community Development District No. 4, also being the approximate centerline of said Braden River); thence S. 63°46'32" E. a distance of 199.25 feet; thence S. 89°51'13" E. a distance of 107.53 feet; thence S. 65°09'04" E. a distance of 130.29 feet; thence N. 72°15'41" E. a distance of 45.67 feet; thence S. 52°55'04" E. a distance of 146.47 feet; thence S. 07°03'03" E. a distance of 153.86 feet; thence S. 31°20'20" E. a distance of 82.43 feet; thence S. 77°38'51" E. a distance of 193.71 feet; thence S. 68°00'16" E. a distance of 252.22 feet; thence S. 76°43'49" E.a distance of 167.84 feet; thence S. 36°06'47" E. a distance of 61.05 feet; thence S. 13°23'34" E. a distance of 151.26 feet; thence S. 63°24'00" E. a distance of 85.74 feet; thence S. 87°38'04" E. a distance of 317.67 feet; thence N. 84°09'13" E. a distance of 355.98 feet; thence S. 18°29'28" E. a distance of 84.57 feet; thence S. 54°33'56" E. a distance of 98.44 feet; thence S. 06°19'12" E. a distance of 178.15 feet; thence S. 04°46'16" W. a distance of 201.80 feet; thence N. 84°04'15" E. a distance of 395.37 feet; thence S. 88°35'50" E. a distance of 205.23 feet; thence N. 28°03'28" E. a distance of 123.34 feet; thence N. 33°56'03" E. a distance of 147.61 feet; thence N. 78°50'23" E. a distance of 172.76 feet; thence S. 89°34'53" E. a distance of 85.11 feet; thence S. 49°03'37" E. a distance of 210.65 feet; thence S. 07°21'38" E. a distance of 192.00 feet; thence S. 55°21'39" E. a distance of 83.20 feet; thence S. 11°18'24" E. a distance of 186.21 feet; thence N. 85°40'43" E. a distance of 123.53 feet; thence S. 1°55'12" E. a distance of 192.92 feet; thence N. 81°00'35" E. a distance of 414.97 feet; thence N. 15°30'10" E. a distance of 198.47 feet; thence N. 54°37'50" E. a distance of 125.25 feet; thence S. 66°16'08" E. a distance of 279.73 feet; thence S. 26°46'17" E. a distance of 188.86 feet; thence S. 67°56'22" E. a distance of 288.44 feet; thence S. 59°36'01" E. a distance of 232.13 feet to the west right-of-way line of Lorraine Road (120-foot wide public right-of-way); thence S. 00°30'20" W., along said west line, a distance of 259.63 feet to the northwest corner of said Section 27; thence S. 89°29'42" E., along the north line of said Section 27, a distance of 120.01 feet to a point on the east right-of-way line of said Lorraine Road; (the following 6 calls are along said east line); thence S. 00°51'26" W. a distance of 5,313.83 feet; thence S. 00°51'27" W. a distance of 1.87 feet to a point on a curve to the left of which the radius point lies S. 89°08'34" E. a radial distance of 2,190.00 feet; thence along the arc of said curve, in a southerly direction, passing through a central angle of 13°14'44" an arc distance of 506.28 feet to the point of tangency of said curve; thence S. 12°23'18" E., a distance of 982.01 feet to the point of curvature of a curve to the right having a radius of 3,060.00 feet, and a central angle of 10°28'18"; thence along the arc of said curve, an arc length of 559.26 feet to the point of tangency of said curve; thence S. 01°55'00" E., a distance of 447.81 feet to the northerly line of Community Development District No. 2; thence S. 88°05'00" W. a distance of 120.03 feet to the northeasterly corner of The Masters Avenue, as shown on the plat of Lakewood Ranch Country Club Village, The Masters Avenue/Eagles Watch Way Roadways, as recorded in Plat Book 35, Page 194, of said Public Records, said point being a point on a curve to the right of which the radius point lies S. 88°05'00" W. a radial distance of 35.00 feet; (the following 14 calls are along said northerly line); thence along the arc of said curve, in a southwesterly direction, passing through a central angle of 90°00'00" an arc distance of 54.98 feet to the point of tangency of said curve; thence S. 88°05'00" W., a distance of 207.34 feet to the point of curvature of a curve to the left having a radius of 149.00 feet, and a central angle of 17°26'15"; thence along the arc of said curve, in a westerly direction, an arc length of 45.35 feet to the point of reverse curvature of a curve to the right, having a radius of 123.00 feet and a central angle of 17°26'15"; thence along the arc of said curve, in a westerly direction, an arc distance of 37.43 feet to the point of tangency of said curve; thence S. 88°05'00" W., a distance of 74.02 feet to the point of curvature of a curve to the left having a radius of 725.00 feet, and a central angle of 42°19'52"; thence along the arc of said curve, in a southwesterly direction, an arc length of 535.64 feet to the point of reverse curvature of a curve to the right, having a radius of 675.00 feet and a central angle of 45°08'52"; thence along the arc of said curve, in a westerly direction, an arc distance of 531.88 feet to the point of tangency of said curve; thence N. 89°06'00" W., a distance of 401.49 feet to the point of curvature of a curve to the left having a radius of 525.00 feet, and a central angle of 34°09'49"; thence along the arc of said curve, in a westerly direction, an arc length of 313.04 feet to the point of reverse curvature of a curve to the right, having a radius of 475.00 feet and a central angle of 34°27'06"; thence along the arc of said curve, in a westerly direction, an arc distance of 285.62 feet to the point of tangency of said curve; thence N. 88°48'43" W., a distance of 436.59 feet; to the point of curvature of a curve to the left having a radius of 625.00 feet, and a central angle of 20°23'17"; thence along the arc of said curve, in a westerly direction, an arc length of 222.40 feet to the point of reverse curvature of a curve to the right, having a radius of 475.00 feet and a central angle of 39°50'30"; thence along the arc of said curve, in a westerly direction, an arc distance of 330.30 feet to the point of compound curvature of a curve to the right, having a radius of 575.00 feet and a central angle of 15°59'08"; thence along the arc of said curve, in a northwesterly direction, an arc distance of 160.43 feet to the point of compound curvature of a curve to the right, having a radius of 25.00 feet and a central angle of 95°12'58"; (the following 7 calls are along the northerly line of said The Masters Avenue as shown on the plat of Lakewood Ranch Country Club Village, Subphase G, a/k/a Westchester, as recorded in Plat Book 34, Page 17 of said Public Records); thence along the arc of said curve, in a northerly direction, an arc distance of 41.55 feet to the end of said curve; thence N. 48°09'24" W., along a line radial to the last described curve, a distance of 50.00 feet to a point on a curve to the right of which the radius point lies N. 48°09'24" W. a radial distance of 25.00 feet; thence along the arc of said curve, in a westerly direction, passing through a central angle of 95°12'57" an arc distance of 41.55 feet to the point of compound curvature of a curve to the right, having a radius of 575.00 feet and a central angle of 29°31'19"; thence along the arc of said curve, in a northerly direction, an arc distance of 296.27 feet to the point of reverse curvature of a curve to the left, having a radius of 675.00 feet and a central angle of 34°32'21"; thence along the arc of said curve, in a northwesterly direction, an arc distance of 406.90 feet to the point of tangency of said curve; thence N. 47°57'29" W. a distance of 532.39 feet to the point of curvature of a curve to the right having a radius of 35.00 feet, and a central angle of 85°30'06"; thence along the arc of said curve, in a northerly direction, an arc length of 52.23 feet to the point of reverse curvature of a curve to the left, having a radius of 730.00 feet and a central angle of 01°29'29", said point being a point on the easterly right-of-way line of Legacy Boulevard (120-foot wide public right-of-way) as recorded in Official Record Book 1500, Page 6809, of said Public Records; (the following 2 calls are along the easterly and northerly line of said Legacy Boulevard); thence along the arc of said curve, in a northeasterly direction, an arc distance of 19.00 feet to the end of said curve; thence N. 53°56'52" W., along a line radial to the last described curve, a distance of 120.00 feet to a point on a curve to the left of which the radius point lies N. 53°56'52" W. a radial distance of 610.00 feet; (the following 2 calls are along the easterly line of Lakewood Ranch Country Club Village, Subphase D, Unit 3A, recorded in Plat Book 32, Page 177 of said Public Records); thence along the arc of said curve, in a northerly direction, passing through a central angle of 34°59'11" an arc distance of 372.48 feet to the point of tangency of said curve; thence N. 01°03'57" E., along said easterly line, also being the easterly line of Lakewood Ranch Country Club Village, Subphase D, Units 3B & 4, a/k/a Gleneagles, recorded in Plat Book 34, Page 181 of said Public Records, a distance of 835.00 feet to the point of curvature of a curve to the right having a radius of 1190.00 feet, and a central angle of 06°50'14"; (the following 12 calls are along the easterly and northerly line of said Lakewood Ranch Country Club Village, Subphase D, Units 3B & 4, a/k/a Gleneagles); thence along the arc of said curve, in a northerly direction, an arc length of 142.01 feet to the point of reverse curvature of a curve to the left, having a radius of 35.00 feet and a central angle of 87°11'33"; thence along the arc of said curve, in a northwesterly direction, an arc distance of 53.26 feet to the point of tangency of said curve; thence N. 79°17'22" W. a distance of 18.47 feet; to the point of curvature of a curve to the right having a radius of 725.00 feet, and a central angle of 61°47'51"; thence along the arc of said curve, in a northwesterly direction, an arc length of 781.96 feet to the point of tangency of said curve; thence N. 17°29'31" W., a distance of 82.39 feet; thence S. 72°30'29" W. a distance of 181.80 feet to a point on a curve to the left of which the radius point lies S. 01°16'24" E. a radial distance of 58.00 feet; thence along the arc of said curve, in a westerly direction, passing through a central angle of 24°50'29" an arc distance of 25.15 feet to the end of said curve; thence N. 26°06'53" W., along a line radial to the last described curve, a distance of 49.82 feet; thence S. 72°30'29" W. a distance of 161.83 feet; thence N. 17°29'31" W. a distance of 20.40 feet; thence N. 17°45'33" W. a distance of 66.97 feet; thence N. 32°55'20" W. a distance of 151.02 feet; thence N. 08°15'49" W. a distance of 40.29 feet; thence N. 10°56'16" W. a distance of 234.91 feet; thence N. 36°37'46" W. a distance of 65.00 feet; thence N. 38°23'13" E. a distance of 49.34 feet to a point on a curve to the right of which the radius point lies N. 38°04'14" E. a radial distance of 600.00 feet; thence along the arc of said curve, in a northerly direction, passing through a central angle of 41°49'56" an arc distance of 438.06 feet to the end of said curve; thence S. 84°51'36" W. a distance of 60.92 feet to the POINT OF BEGINNING.

Tract Contains: 1,132.20 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005(1) FS. History–New 4-30-01, Amended 4-15-04, Technical Change 4-10-26.

Fla. Admin. Code R. 42EE-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Rex Jensen, C. John Clarke, Mary Fran Carroll, Roger Hill, and Anthony Chiofalo.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005(1) FS. History–New 4-30-01, Technical Change 4-10-26.

Division 42K Lely Community Development District

Chapter 42K-1 LELY COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42K-1.001 Creation

Lely Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 1-10-91.

Fla. Admin. Code R. 42K-1.002 Boundary

The boundaries of the District are as follows:

DESCRIPTION: All that part of Sections 21, 27, 28, 33 and 34, Township 50 South, Range 26 East and part of Section 3, Township 51 South, Range 26 East, Collier County, Florida, and being more particularly described as follows:

Begin at the southwest corner of said Section 28; thence along the west line of said Section 28, North 02°47'55'' East 1,226.36 feet to a point on the boundary of that land described in O.R. Book 542, page 765; thence along the boundary of said land in the following three (3) described courses; 1) South 87°12'05'' East 969.84 feet; 2) North 02°47'40'' East 1,702.00 feet; 3) North 38°47'47'' West 1,456.15 feet to a point on the west line of said Section 28; thence along the west line of said Section 28, North 02°55'16'' East 1,177.76 feet to the northwest corner of said Section 28 and the southerlymost corner of that land described in O.R. Book 1244, page 983; thence along the easterly line of said land in the following two (2) described courses; 1) North 26°13'32'' East 345.51 feet; 2) North 32°20'11'' West 236.05 feet to a point on the west line of said Section 21; thence along said west line North 02°58'09'' East 181.54 feet; thence leaving said line South 33°13'52'' East 243.49 feet; thence southeasterly 291.20 feet along the arc of a circular curve concave northeasterly having a radius of 690.00 feet through a central angle of 24°10'50'' and being subtended by a chord which bears South 45°19'17'' East 289.04 feet; thence South 57°24'42'' East 1,289.45 feet; thence easterly 563.65 feet along the arc of a circular curve concave northerly having a radius of 1,230.00 feet through a central angle of 26°15'22'' and being subtended by a chord which bears South 70°32'23'' East 558.74 feet; thence South 83°40'04'' East 1,300.00 feet; thence southeasterly 1,187.52 feet along the arc of a circular curve concave southwesterly having a radius of 1,260.00 feet through a central angle of 54°00'00'' and being subtended by a chord which bears South 56°40'04'' East 1,144.06 feet; thence South 29°40'04'' East 1,073.38 feet; thence southeasterly 415.41 feet along the arc of a circular curve concave northeasterly having a radius of 1,940.00 feet through a central angle of 12°16'07'' and being subtended by a chord which bears South 35°48'08'' East 414.62 feet; thence South 41°56'11'' East 47.84 feet; thence North 48°03'49'' East 90.00 feet; thence northerly 122.72 feet along the arc of a circular curve concave westerly having a radius of 125.00 feet through a central angle of 56°15'00'' and being subtended by a chord which bears North 19°56'19'' East 117.85 feet; thence North 08°11'11'' West 70.00 feet; thence North 53°11'11'' West 70.71 feet thence North 08°11'11'' West 200.00 feet; thence North 81°48'49'' East 170.00 feet; thence South 08°11'11'' East 100.00 feet; thence South 81°48'49'' West 35.00 feet; thence South 08°11'11'' East 220.00 feet; thence southerly 206.17 feet along the arc of a circular curve concave westerly having a radius of 210.00 feet through a central angle of 56°15'00'' and being subtended by a chord which bears South 19°56'19'' West 197.99 feet; thence South 48°03'49'' West 90.00 feet; thence South 41°56'11'' East 581.34 feet; thence southeasterly, easterly and northeasterly 35.94 feet along the arc of a circular curve concave northerly having a radius of 25.00 feet through a central angle of 82°22'19'' and being subtended by a chord which bears South 83°07'21'' East 32.93 feet; thence North 55°41'30'' East 518.58 feet; thence northeasterly 439.82 feet along the arc of a circular curve concave northwesterly having a radius of 560.00 feet through a central angle of 45°00'00'' and being subtended by a chord which bears North 33°11'30'' East 428.61 feet; thence North 10°41'30'' East 208.40 feet; thence northeasterly 393.40 feet along the arc of a circular curve concave southeasterly having a radius of 715.00 feet through a central angle of 31°31'30'' and being subtended by a chord which bears North 26°27'15'' East 388.46 feet; thence North 42°13'00'' East 136.91 feet; thence northeasterly, northerly and northwesterly 37.43 feet along the arc of a circular curve concave westerly having a radius of 25.00 feet through a central angle of 85°47'21'' and being subtended by a chord which bears North 00°40'41'' West 34.03 feet to a point of reverse curvature; thence northwesterly 88.85 feet along the arc of a circular curve concave northeasterly having a radius of 1405.00 feet through a central angle of 03°37'24'' and being subtended by a chord which bears North 41°45'39'' West 88.84 feet; thence along a non-tangential line North 50°03'03'' East 160.00 feet; thence South 39°56'57'' East 86.63 feet; thence southeasterly 484.36 feet along the arc of a circular curve concave northeasterly having a radius of 1,067.38 feet through a central angle of 26°00'00'' and being subtended by a chord which bears South 52°56'57'' East 480.22 feet; thence South 65°56'57'' East 1,470.00 feet; thence easterly 309.59 feet along the arc of a circular curve concave northerly having a radius of 765.00 feet through a central angle of 23°11'13'' and being subtended by a chord which bears South 77°32'34'' East 307.48 feet; thence South 89°08'10'' East 616.58 feet; thence easterly 170.84 feet along the arc of a circular curve concave northerly having a radius of 779.00 feet through a central angle of 12°33'54'' and being subtended by a chord which bears North 84°34'53'' East 170.49 feet to a point of reverse curvature; thence easterly 163.38 feet along the arc of a circular curve concave southerly having a radius of 745.00 feet through a central angle of 12°33'54'' and being subtended by a chord which bears North 84°34'53'' East 163.05 feet; thence South 89°08'10'' East 16.92 feet; thence easterly 163.38 feet along the arc of a circular curve concave southerly having a radius of 745.00 feet through a central angle of 12°33'54'' and being subtended by a chord which bears South 82°51'13'' East 163.05 feet to a point of reverse curvature; thence easterly 170.84 feet along the arc of a circular curve concave northerly having a radius of 779.00 feet through a central angle of 12°33'54'' and being subtended by a chord which bears South 82°51'13'' East 170.49 feet; thence South 89°08'10'' East 235.00 feet to a point on the proposed westerly right-of-way line of C.R. 951, Isle of Capri Road; thence run along said proposed right-of-way line in the following three (3) described courses being parallel with and 25 feet westerly of the existing right-of-way of C.R. 951; 1) South 00°51'41'' West 2,434.47 feet; 2) southerly 1695.32 feet along the arc of a circular curve concave westerly having a radius of 2,789.93 feet through a central angle of 34°48'58'' and being subtended by a chord which bears South 18°16'10'' West 1,669.36 feet; 3) South 35°40'39'' West 5,513.54 feet to a point on the northwesterly line of that land described in O.R. Book 124, page 459; thence leaving said right-of-way line and along the northeasterly line of said land, North 54°20'24'' West 194.98 feet; thence along the northwesterly line of said land, South 35°40'39'' West 219.95 feet to a point on the northeasterly right-of-way line of U.S. 41, Tamiami Trail; thence along said right-of-way line North 54°20'24'' West 325.00 feet to the southerlymost corner of that land described in O.R. Book 1173, page 789; thence along the southeasterly line of said land, North 35°40'39'' East 275.00 feet; thence along the northeasterly line of said land, North 54°20'24'' West 170.00 feet; thence along the northwesterly line of said land, South 35°40'39'' West 275.00 feet to a point on the northeasterly right-of-way line of U.S. 41, Tamiami Trail; thence along said right-of-way line, North 54°20'24'' West 959.12 feet; thence continue along said right-of-way line North 54°25'09'' West 3,328.63 feet to a point on the north and south 1/4 section line of said Section 33; thence along said north and south 1/4 section line North 02°43'23'' East 3,282.44 feet to the north 1/4 corner of said Section 33; thence along the south line of said Section 28, North 89°33'01'' West 2,626.87 feet to the Point of Beginning; containing 1,538.77 acres more or less; subject to easements and restrictions of record; bearings are based on the west line of said Section 21, being North 2°58'09'' East.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 1-10-91.

Fla. Admin. Code R. 42K-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: C. William Norman, David N. Blank, Lee L. Katz, Fred Gartz, Evelyn M. Cryder.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 1-10-91.

Division 42CCC Madeira Community Development District

Chapter 42CCC-1 Madeira Community Development District

Fla. Admin. Code R. 42CCC-1.001 Establishment

The Madeira Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-6-06.

Fla. Admin. Code R. 42CCC-1.002 Boundary

The boundaries of the District are as follows:

PARCEL “A”:

A PARCEL OF LAND IN SECTION 54, TOWNSHIP 6 SOUTH, RANGE 29 EAST, UNSURVEYED SECTIONS 30 AND 31, TOWNSHIP 6 SOUTH, RANGE 30 EAST AND SECTION 42, TOWNSHIP 6 SOUTH, RANGE 30 EAST, ST. JOHNS COUNTY, FLORIDA AND IN NORTH ST. AUGUSTINE AS RECORDED IN MAP BOOK 3, PAGE 20, PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA ALL OF SAID PARCEL OF LAND BEING IN ST. JOHNS COUNTY, FLORIDA AND BEING MORE FULLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 WITH THE NORTH LINE OF POINCIANA AVENUE, SAID EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 BEING 78' EAST FROM AND PARALLEL WITH THE CENTER LINE OF THE SOUTH BOUND TRAFFIC LANES OF SAID HIGHWAY AND THE NORTH LINE OF POINCIANA AVENUE BEING 30' NORTH FROM AND PARALLEL WITH THE SOUTH LINE OF SAID AVENUE AS SHOWN ON REVISED PLAT OF FORT MOOSA GARDENS AS RECORDED IN MAP BOOK 4, PAGE 34, PUBLIC RECORDS OF SAID COUNTY, SAID NORTH LINE OF AVENUE BEING INDICATED ON SAID PLAT OF FORT MOOSA GARDENS AS “PROPERTY LINE”; THENCE N 29°03'48" W ON SAID EAST RIGHT-OF-WAY LINE OF HIGHWAY 2,028.73' TO THE POINT OF BEGINNING AT THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE CONTINUING ON SAID RIGHT-OF-WAY LINE, N 29°03'48" W, 160.52 FEET; THENCE CONTINUING ON SAID RIGHT-OF-WAY LINE, N 28°28'53" W, 1,943.65'; THENCE CONTINUING ON SAID RIGHT-OF-WAY LINE, N 29°03'17" W, 1,029.43'; THENCE N 60°59'38" E ON THE SOUTHEAST LINE OF JACKSON PARK AS RECORDED IN MAP BOOK 3 PAGE 51, PUBLIC RECORDS OF SAID COUNTY AND ON THE SOUTHEAST LINE OF DE LEON MANORS AS RECORDED IN MAP BOOK 8, PAGE 80, PUBLIC RECORDS OF SAID COUNTY 2,101.26'; THENCE N 28°59'54" W ON THE SOUTHWEST LINE OF THE EAST 202' OF TRACT “D” IN NORTH ST. AUGUSTINE AS RECORDED IN MAP BOOK 3, PAGE 20, PUBLIC RECORDS OF SAID COUNTY 600.13'; THENCE N 61°00'06" E ON THE NORTHWEST LINE OF SAID TRACT “D” AND OF TRACT “E” IN SAID NORTH ST. AUGUSTINE, 252.00'; THENCE N 28°59'54" W ACROSS OCEAN BOULEVARD AND ON THE SOUTHWEST LINE OF TRACT “H” IN SAID NORTH ST. AUGUSTINE, 650.00'; THENCE N 61°07'23" E ON THE NORTHWEST LINE OF TRACTS “H”, “G” AND “G-1” OF SAID NORTH ST. AUGUSTINE AND ON THE NORTHEASTERLY EXTENSION OF THAT LINE, 953.48'; THENCE S 48°52'37" E ON THE MEANDER LINE OF THE MARSH OF NORTH RIVER, 380.00'; THENCE S 01°37'23" W ON SAID MEANDER LINE, 975.00'; THENCE S 55°58'51" E ON SAID MEANDER LINE, 552.35'; THENCE DUE SOUTH 390.00'; THENCE DUE WEST 200.00'; THENCE DUE SOUTH 365.00'; THENCE S 81°17'19" W, 627.24'; THENCE S 03°05'24" E, 2,263.29'; THENCE S 72°48'05" W, 263.80'; THENCE S 16°34'58" E, 753.33'; THENCE DUE WEST 763.64' TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL OF THAT PART OF OCEAN BOULEVARD LYING NORTHEAST OF THE SOUTHWEST LINE OF SAID TRACT “H” IN NORTH ST. AUGUSTINE EXTENDED SOUTHEASTERLY ACROSS SAID OCEAN BOULEVARD; AND ALSO EXCEPTING THEREFROM THAT PORTION THEREOF LYING EAST OF AND ADJOINING BLOCKS “F”, “F-l” AND “G-l” OF SAID PLAT BOOK 3, PAGE 20 AND BETWEEN THE NORTH LINE OF BLOCK “G-l” PRODUCED EASTERLY, AND THE SOUTH LINE OF SAID BLOCK “F-l” PRODUCED EASTERLY.

PARCEL “B”:

A PARCEL OF LAND IN SECTION 54, TOWNSHIP 6 SOUTH, RANGE 29 EAST; SECTION 49, TOWNSHIP 7 SOUTH, RANGE 29 EAST; SECTION 42 AND UNSURVEYED SECTION 31, TOWNSHIP 6 SOUTH, RANGE 30 EAST, AND SECTION 60, TOWNSHIP 7 SOUTH, RANGE 30 EAST, AND SECTION 60, TOWNSHIP 7 SOUTH, RANGE 30 EAST, ALL IN ST. JOHNS COUNTY, FLORIDA AND BEING MORE FULLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 WITH THE NORTH LINE OF POINCIANA AVENUE, SAID EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 BEING 78' EAST FROM AND PARALLEL WITH THE CENTER LINE OF THE SOUTH BOUND TRAFFIC LANES OF SAID HIGHWAY AND THE NORTH LINE OF POINCIANA AVENUE BEING 30' NORTH FROM AND PARALLEL WITH SOUTH LINE OF SAID AVENUE AS SHOWN ON REVISED PLAT OF FORT MOOSA GARDENS AS RECORDED IN MAP BOOK 4, PAGE 34, PUBLIC RECORDS OF SAID COUNTY, SAID NORTH LINE OF AVENUE BEING INDICATED ON SAID PLAT OF FORT MOOSA GARDENS AS “PROPERTY LINE”; THENCE N 29°03'48" W ON SAID EAST RIGHT-OF-WAY LINE OF HIGHWAY 2,028.73'; THENCE DUE EAST 763.64'; THENCE N 16°34'58" W, 753.33'; THENCE N 72°48'05" E, 263.80'; THENCE N 03°05'24" W, 2,263.29'; THENCE N 81°17'19" E, 627.24'; THENCE DUE NORTH 365.00'; THENCE DUE EAST 200.00'; THENCE DUE NORTH 390.00'; THENCE DUE EAST 180.00'; THENCE S 32°36'45" E, 1,400.87'; THENCE S 24°19'23" E, 1,371.76'; THENCE S 05°11'40'' E, 828.40'; THENCE S 78°27'12" W, 453.30'; THENCE S 17°18'42" E, 818.90'; THENCE S 72°41'18" W, 624.11'; THENCE S 35°56'56" E ALONG THE EAST EDGE OF A MARSH 233.53'; THENCE S 70°13'47" W ALONG THE SOUTH SIDE OF A MARSH AND THE NORTH SIDE OF A ROAD, 252.37'; THENCE S 21°12'17" E ACROSS SAID ROAD, 76.57'; THENCE N 67°56'03'' E ALONG THE NORTH SIDE OF A MARSH AND THE SOUTH SIDE OF SAID ROAD, 167.03'; THENCE S 20°19'23" E ALONG THE FACE OF A TIMBER BULKHEAD, 86.38'; THENCE N 70°44'27" E ALONG THE FACE OF A TIMBER BULKHEAD, 87.92'; THENCE N 63°01'48" E ALONG THE NORTH LINE OF A MARSH, 135.36'; THENCE S 51°10'57" E ALONG THE NORTHEAST LINE OF A MARSH, 167.34'; THENCE S 25°47'06" W ALONG THE WEST LINE OF A MARSH, 179.36'; THENCE S 20°10'46'' E ALONG THE EAST LINE OF A MARSH, 124.65'; THENCE S 62°26'50" E ALONG THE NORTHEAST LINE OF A MARSH, 5.62'; THENCE S 67°25'00" W ON THE EASTERLY EXTENSION OF SAID NORTH LINE OF POINCIANA AVENUE AND ON SAID NORTH LINE OF POINCIANA AVENUE 1,849.77' TO THE POINT OF BEGINNING.

PARCEL “C”:

A PARCEL OF LAND IN SECTION 42, TOWNSHIP 6 SOUTH, RANGE 30 EAST, ST. JOHNS COUNTY, FLORIDA, MORE FULLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 WITH THE NORTH LINE OF POINCIANA AVENUE SAID EAST RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1 BEING 78' EAST FROM AND PARALLEL WITH THE CENTER LINE OF THE SOUTH BOUND TRAFFIC LANES OF SAID HIGHWAY AND THE NORTH LINE OF POINCIANA AVENUE BEING 30' NORTH FROM AND PARALLEL WITH THE SOUTH LINE OF SAID AVENUE AS SHOWN ON REVISED PLAT OF FORT MOOSA GARDENS AS RECORDED IN MAP BOOK 4, PAGE 34, PUBLIC RECORDS OF SAID COUNTY, SAID NORTH LINE OF AVENUE BEING INDICATED ON SAID PLAT OF FORT MOOSA GARDENS AS “PROPERTY LINE”; THENCE N 67°25'00" E ON SAID NORTH LINE OF POINCIANA AVENUE, 1416.90'; THENCE N 05°31'30" W, 499.41 FEET TO THE POINT OF BEGINNING; THENCE N 21°12'17" W ACROSS A ROAD, 76.57'; THENCE N 70°13'47" E ALONG THE NORTH SIDE OF SAID ROAD AND THE SOUTH SIDE OF A MARSH, 252.37'; THENCE N 35°56'56" W ALONG THE EAST SIDE OF A MARSH, 233.53'; THENCE N 72°41'18" E, 624.11'; THENCE N 17°18'42" W, 45.00'; THENCE MEANDERING ALONG THE EDGE OF A MARSH THE FOLLOWING BEARINGS AND DISTANCES: N 79°49'10" E, 182.22'; THENCE S 03°58'07" E, 225.45'; THENCE S 10°11'58" W, 544.36'; THENCE S 04°01'20" E, 129.59'; THENCE S 37°27'24" W, 156.21'; THENCE N 62°26'50" W, 207.54'; THENCE N 20°10'46" W, 124.65'; THENCE N 25°47'06" E, 179.36'; THENCE N 51°10'57" W, 167.34'; THENCE S 63°01'48" W, 135.36' TO THE EAST END OF A TIMBER BULKHEAD; THENCE S 70°44'27" W ALONG THE SOUTH FACE OF A TIMBER BULKHEAD, 87.92'; THENCE N 20°19'23" W ALONG THE WEST FACE OF A TIMBER BULKHEAD, 86.38'; THENCE S 67°56'03" W ALONG THE SOUTH SIDE OF A ROAD AND NORTH SIDE OF A MARSH, 167.03' TO THE POINT OF BEGINNING.

LESS AND EXCEPT:

THAT PART OF SECTION 54, TOWNSHIP 6 SOUTH, RANGE 29 EAST; SECTION 49, TOWNSHIP 7 SOUTH, RANGE 29 EAST; SECTION 42 AND UNSURVEYED SECTION 31, TOWNSHIP 6 SOUTH, RANGE 30 EAST AND SECTION 60, TOWNSHIP 7 SOUTH, RANGE 30 EAST; ALL IN ST. JOHNS COUNTY, FLORIDA DESCRIBED AS FOLLOWS:

BEGINNING AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 AND THE NORTHERLY PROPERTY LINE OF THE REVISED PLAT OF FORT MOOSA GARDENS, AS RECORDED IN MAP BOOK 4, PAGE 34, PUBLIC RECORDS OF ST. JOHNS COUNTY AND ASSUMING SAID EASTERLY RIGHT-OF-WAY LINE BEARS S 29°03'48" E; THENCE N 60°21'57" E, 874.42' TO THE POINT OF BEGINNING OF THE LAND TO BE DESCRIBED, SAID POINT HEREINAFTER REFERRED TO AS POINT “A”; THENCE N 09°16'25" W, 335.31'; THENCE S 80°43'33" W, 29.05'; THENCE N 09°16'25" W, 8.41'; THENCE NORTHWESTERLY 95.45', ALONG A TANGENTIAL CURVE, CONCAVE TO THE SOUTHWEST, HAVING A CENTRAL ANGLE OF 41°41'10'' AND A RADIUS OF 131.19'; THENCE N 41°15'20" E, NOT TANGENT TO THE SAID CURVE, 66.05'; THENCE NORTHEASTERLY 64.18', ALONG A TANGENTIAL CURVE, CONCAVE TO THE NORTHWEST HAVING A CENTRAL ANGLE OF 25°16'14" AND A RADIUS OF 145.51'; THENCE N 15°59'06" E, 44.70'; THENCE N 83°47'41" E, 84.70'; THENCE EASTERLY 122.86' ALONG A TANGENTIAL CURVE, CONCAVE TO THE SOUTHWEST, HAVING A CENTRAL ANGLE OF 19°01'38" AND RADIUS OF 369.96' TO POINT OF REVERSE CURVE; THENCE CONTINUING EASTERLY 179.16', ALONG SAID REVERSE CURVE, CONCAVE TO THE NORTHEAST, HAVING A CENTRAL ANGLE OF 32°06'50" AND A RADIUS OF 319.64'; THENCE S 09°17'49" E, NOT TANGENT TO SAID REVERSE CURVE, 296.85'; THENCE S 20°06'20" W, 105.57'; THENCE S 09°16'25" E, 125.00' TO THE INTERSECTION WITH A LINE THAT BEARS N 80°43'35" E FROM THE POINT OF BEGINNING; THENCE S 80°43'35" W, 375.00' TO THE POINT OF BEGINNING,

EXCEPT THEREFROM THAT PART OF THE ABOVE DESCRIBED LAND DESCRIBED AS FOLLOWS:

COMMENCING AT HERETOFORE MENTIONED POINT “A”; THENCE N 09°16'25" W, 239.79'; THENCE N 80°43'35" E, 15.30' TO THE POINT OF BEGINNING; THENCE CONTINUE N 80°43'35" E, 110.40'; THENCE S 09°16'25" E, 60.79'; THENCE N 80°43'35" E, 61.16'; THENCE N 09°16'25" W, 60.79'; THENCE N 80°43'35" E, 126.94'; THENCE N 09°16'25" W, 120.84'; THENCE S 80°43'35" W, 126.94'; THENCE N 09°16'25" W, 60.14'; THENCE S 80°43'35" W, 61.16'; THENCE S 09°16'25" E, 60.14'; THENCE S 80°43'35" W, 110.40'; THENCE S 09°16'25" E, 52.62'; THENCE S 80°43'35" W, 15.30'; THENCE S 09°16'25" E, 15.00'; THENCE N 80°43'35" E, 15.30'; THENCE S 09°16'25" E, 53.22' TO THE POINT OF BEGINNING.

PARCEL 1:

ALL THOSE PORTIONS OF THE JOSEPH S. SANCHEZ GRANT SURVEYED AS SECTION 54, TOWNSHIP 6 SOUTH OF RANGE 29 EAST, SECTION 42, TOWNSHIP 6 SOUTH OF RANGE 30 EAST, SECTION 49, TOWNSHIP 7 SOUTH OF RANGE 29 EAST, AND SECTION 60, TOWNSHIP 7 SOUTH, RANGE 30 EAST AND THOSE PORTIONS OF GOVERNMENT LOTS 1 AND 3, SECTION 36, TOWNSHIP 6 SOUTH OF RANGE 29 EAST, LYING WITHIN THE FOLLOWING DESCRIBED BOUNDARY LINES:

BOUNDED ON THE NORTH BY THE SOUTH LINE OF “NORTH ST. AUGUSTINE ADDITION TO ST. AUGUSTINE, FLORIDA” ACCORDING TO PLAT THEREOF RECORDED IN PLATBOOK 3, PAGE 20, AND IN PART REPLATTED AS “JACKSON PARK,” ACCORDING TO PLAT THEREOF RECORDED IN PLATBOOK 3, PAGE 51, RESPECTIVELY, OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA, AND ALSO BOUNDED ON THE NORTH BY THE SOUTHERLY LINE OF SAID TWO PLATTED AREAS EXTENDED EASTWARD THROUGH THE MARSHES TO THE LOW WATER MARK OF THE WEST SHORE OF NORTH RIVER, BOUNDED ON THE EAST BY THE LOW WATER MARK OF THE WEST SHORE OF SAID NORTH RIVER, BOUNDED ON THE SOUTH BY THE NORTH LINE OF FORT MOOSA GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLATBOOK 3, PAGE 71, AND THE NORTH LINE OF “REVISED PLAT OF PART OF FORT MOOSA GARDENS,” ACCORDING TO PLAT RECORDED IN PLATBOOK 4, PAGE 34, RESPECTIVELY, OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA, AND ALSO BOUNDED GENERALLY ON THE SOUTH BY A CONTINUOUS LINE ON VARYING COURSES DESCRIBED AS FOLLOWS:

THE NORTH LINE OF SAID TWO PLATTED AREAS EXTENDED EASTWARD ACROSS A SMALL CREEK TO A MEANDER LINE ON THE EAST BANK OF SAID CREEK, WHICH MEANDER LINE IS A PART OF THE GRANT LINE OF A PORTION OF SAID SECTION 42; THENCE RUN ON SAID PART OF GRANT LINE S33°E, 120', MORE OR LESS, TO A SOUTHWEST CORNER OF SAID SECTION 42; THENCE CONTINUING ON THE GRANT LINE COURSE N 50°E, 231', MORE OR LESS, TO THE EASTMOST SOUTHEAST CORNER OF SAID SECTION 42 AND THENCE DUE EAST ACROSS THE MARSHES TO THE LOW WATER MARK OF THE WEST SHORE OF SAID NORTH RIVER AND BOUNDED ON THE WEST BY THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 BEING STATE HIGHWAY NO. 5 AS SAID EAST RIGHT-OF-WAY LINE OF SAID HIGHWAY IS ESTABLISHED BY DEED OF ST. AUGUSTINE GOLF DEVELOPMENT COMPANY TO THE STATE OF FLORIDA, BEARING DATE OF FEBRUARY 8, 1926, RECORDED IN DEED BOOK 66, PAGE 338, OF THE CURRENT PUBLIC LAND RECORDS OF ST. JOHNS COUNTY, FLORIDA.

EXCEPTING FROM THE FOREGOING DESCRIPTION ALL OR ANY PART OF SECTION 43, J. ARNAU GRANT, TOWNSHIP 6 SOUTH, RANGE 30 EAST, WHICH LIES WITHIN THE BOUNDARIES OF THE ABOVE DESCRIBED LAND.

INTENDING BY THE FOREGOING DESCRIPTION TO ALSO INCLUDE THEREIN, AND INTENDING TO ALSO HEREBY CONVEY, THE SEVERAL PARCELS OF LAND CONVEYED UNTO ST. AUGUSTINE GOLF DEVELOPMENT COMPANY BY TEN DEEDS OF FLORIDA EAST COAST HOTEL COMPANY, EACH DATED NOVEMBER 10, 1915, ANOTHER DEED OF SAID HOTEL COMPANY, DATED JANUARY 20, 1926, AND ONE DEED OF FLORIDA EAST COAST RAILWAY COMPANY, DATED FEBRUARY 2, 1926, SAID TWELVE DEEDS BEING RECORDED IN THE PUBLIC LAND RECORDS OF ST. JOHNS COUNTY, FLORIDA, AS FOLLOWS BUT EXCLUDING FROM THIS DESCRIPTION SO MUCH OF SAID PARCELS OF LAND CONVEYED IN SAID TWELVE DEEDS AS MAY LIE WEST OF THE EASTERLY RIGHT OF WAY LINE HEREIN ABOVE DESCRIBED OF SAID U.S. HIGHWAY NO. 1, STATE HIGHWAY NO. 5, VIZ.

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ALSO EXCEPTING FROM THE FOREGOING DESCRIPTION ALL OR ANY PART THEREOF LYING WITHIN PARCELS “A”, “B” AND “C” HEREOF.

PARCEL 3:

ALL THAT PARCEL OF LAND LYING EAST OF AND ADJOINING BLOCK “F-1” AND BLOCK “G-l”, ACCORDING TO PLAT BOOK 3, PAGE 20, AMENDED PLAT OF NORTH ST. AUGUSTINE ADDITION TO ST. AUGUSTINE, FLORIDA. SAID PLAT FILED FEBRUARY 15, 1924, IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, ST. JOHNS COUNTY, FLORIDA AND BETWEEN THE NORTH LINE OF BLOCK “G-1” PRODUCED EASTERLY TO NORTH RIVER, AND THE SOUTH LINE OF SAID “F-1” PRODUCED EASTERLY TO NORTH RIVER, BEING A PART OF UNSURVEYED SECTION 25, TOWNSHIP 6 SOUTH, RANGE 29 EAST, AND PART OF UNSURVEYED SECTION 30, TOWNSHIP 6 SOUTH, RANGE 30 EAST.

PARCEL 5:

GRANT TO ARNAU, SECTION 43, TOWNSHIP 6 SOUTH, RANGE 30 EAST, ST. JOHNS COUNTY, FLORIDA.

TRACT “1”:

A PARCEL OF LAND IN SECTION 42 AND UNSURVEYED SECTIONS 30 AND 31, TOWNSHIP 6 SOUTH, RANGE 30 EAST, ALL IN ST. JOHNS COUNTY, FLORIDA AND MORE FULLY DESCRIBED AS FOLLOWS:

EXCEPTING FROM THE FOREGOING DESCRIPTION ALL OF ANY PART THEREOF LYING WITHIN PARCEL 1 AND PARCEL 3 HEREOF.

TRACT “2”:

THE EAST HALF OF VACATED SIXTH AVENUE OF NORTH ST. AUGUSTINE, AS RECORDED IN MAP BOOK 3, PAGE 20, PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA, SAID SIXTH AVENUE BEING VACATED SOUTH OF THE SOUTH LINE OF OCEAN BOULEVARD OF SAID NORTH ST. AUGUSTINE BY RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS, RECORDED IN OFFICIAL RECORDS BOOK 935, PAGE 1803, PUBLIC RECORDS OF SAID COUNTY.

TRACT “3”:

ALL OF VACATED OCEAN BOULEVARD LYING EAST OF THE EAST LINE OF TRACT “I” OF NORTH ST. AUGUSTINE, AS RECORDED IN MAP BOOK 3, PAGE 20, PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA AND THE SOUTH HALF OF SAID OCEAN BOULEVARD LYING BETWEEN THE EAST LINE OF SAID TRACT “I” AND THE EAST LINE OF SIXTH AVENUE OF SAID NORTH ST. AUGUSTINE, SAID OCEAN BOULEVARD BEING VACATED BY RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS, RECORDED IN OFFICIAL RECORDS BOOK 833, PAGE 1521, PUBLIC RECORDS OF SAID COUNTY.

LESS AND EXCEPT:

A PORTION OF SECTION 42, JOS S. SANCHEZ GRANT, TOWNSHIP 6 SOUTH, RANGE 30 EAST, TOGETHER WITH A PORTION OF SECTION 60, JOS S. SANCHEZ GRANT, TOWNSHIP 7 SOUTH, RANGE 30 EAST, ALL IN ST. JOHNS COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE INTERSECTION OF THE NORTHEASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 (A VARIABLE WIDTH RIGHT-OF-WAY AS NOW ESTABLISHED), WITH THE NORTHERLY RIGHT-OF-WAY LINE OF POINCIANA AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY AS NOW ESTABLISHED); THENCE NORTH 67°27'54" EAST, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE AND AN EASTERLY PROLONGATION THEREOF, 816.77 FEET TO THE POINT OF BEGINNING; THENCE NORTH 22°32'06" WEST, 119.94 FEET TO THE MOST SOUTHERLY CORNER OF AN EASEMENT AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 764, PAGE 1781, PUBLIC RECORDS OF SAID COUNTY; THENCE NORTHERLY, NORTHWESTERLY, AND NORTHEASTERLY, ALONG THE WESTERLY, SOUTHWESTERLY, AND NORTHWESTERLY LINES OF SAID EASEMENT, RUN THE FOLLOWING FIVE (5) COURSES AND DISTANCES; COURSE NO. 1: NORTH 09°17'06" WEST, 343.72 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING NORTHWESTERLY; COURSE NO. 2: NORTHWESTERLY ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 109.19 FEET, AN ARC DISTANCE OF 102.58 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 36°11'50" WEST, 98.85 FEET TO A POINT OF NON-TANGENCY; COURSE NO. 3: NORTH 41°14'39" EAST, 91.36 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING NORTHEASTERLY; COURSE NO. 4: NORTHEASTERLY ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 123.51 FEET, AN ARC DISTANCE OF 54.48 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 28°36'28" EAST, 54.04 FEET TO THE POINT OF TANGENCY OF LAST SAID CURVE; COURSE NO. 5: NORTH 15°58'19" EAST, 49.26 FEET TO THE SOUTHERLY BOUNDARY LINE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 1836, PAGE 22, PUBLIC RECORDS OF SAID COUNTY AND THE ARC OF A CURVE LEADING EASTERLY; THENCE EASTERLY, ALONG LAST SAID LINE AND ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 137.94 FEET, AN ARC DISTANCE OF 59.24 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 83°54'51" EAST, 58.79 FEET TO A POINT OF NON-TANGENCY; THENCE SOUTH 83°46'46" WEST, 38.78 FEET TO THE EASTERLY LINE OF THE AFOREMENTIONED EASEMENT DESCRIBED AND RECORDED IN OFFICIAL RECORDS 764, PAGE 1781, PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTHERLY, SOUTHWESTERLY, AND SOUTHEASTERLY, ALONG THE EASTERLY, SOUTHEASTERLY AND NORTHEASTERLY LINES OF SAID EASEMENT, RUN THE FOLLOWING FIVE (5) COURSES AND DISTANCES; COURSE NO. 1: SOUTH 15°58'25" WEST, 44.70 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; COURSE NO. 2: SOUTHWESTERLY ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 145.51 FEET, AN ARC DISTANCE OF 64.18 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 28°36'30" WEST, 63.66 FEET TO THE POINT OF TANGENCY OF LAST SAID CURVE; COURSE NO. 3: SOUTH 41°14'39" WEST, 66.05 FEET TO THE ARC OF A CURVE LEADING SOUTHEASTERLY; COURSE NO. 4: SOUTHEASTERLY ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 131.16 FEET, AN ARC DISTANCE OF 95.45 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 30°07'32" EAST, 93.36 FEET TO THE POINT OF TANGENCY OF LAST SAID CURVE; COURSE NO. 5: SOUTH 09°18'55" EAST, 8.41 FEET; THENCE NORTH 80°42'54" EAST, 29.05 FEET; THENCE SOUTH 09°17'06" EAST, 27.30 FEET TO THE NORTHERLY BOUNDARY LINE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS 1836, PAGE 52, CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE EASTERLY, NORTHERLY, SOUTHERLY, AND WESTERLY, ALONG THE NORTHERLY, WESTERLY, EASTERLY, AND SOUTHERLY BOUNDARY LINES OF SAID LANDS, RUN THE FOLLOWING FIFTEEN (15) COURSES AND DISTANCES; COURSE NO. 1: NORTH 80°42'54" EAST, 15.30 FEET; COURSE NO. 2: NORTH 09°17'06" WEST, 52.62 FEET; COURSE NO. 3: NORTH 80°42'54" EAST, 110.40 FEET; COURSE NO. 4: NORTH 09°17'06" WEST, 60.14 FEET; COURSE NO. 5: NORTH 80°42'54" EAST, 61.16 FEET; COURSE NO. 6: SOUTH 09°17'06" EAST, 60.14 FEET; COURSE NO. 7: NORTH 80°42'54" EAST, 126.94 FEET; COURSE NO. 8: SOUTH 09°17'06" EAST, 120.84 FEET; COURSE NO. 9: SOUTH 80°42'54" WEST, 126.94 FEET; COURSE NO. 10: SOUTH 09°17'06" EAST, 60.79 FEET; COURSE NO. 11: SOUTH 80°42'54" WEST, 61.16 FEET; COURSE NO. 12: NORTH 09°17'06" WEST, 60.79 FEET; COURSE NO. 13: SOUTH 80°42'54" WEST, 110.40 FEET; COURSE NO. 14: NORTH 09°17'06" WEST, 53.22 FEET; COURSE NO. 15: SOUTH 80°42'54" WEST, 15.30 FEET; THENCE SOUTH 09°17'06" EAST, 293.01 FEET; THENCE NORTH 80°42'52" EAST, 375.00 FEET; THENCE NORTH 09°17'06" WEST, 125.00 FEET; THENCE NORTH 20°05'39" EAST, 105.57 FEET; THENCE NORTH 09°18'30" WEST, 296.82 FEET; THENCE NORTH 70°41'48" EAST, 4.86 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING EASTERLY; THENCE EASTERLY ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 200.00 FEET, AN ARC DISTANCE OF 51.31 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 78°02'46" EAST, 51.17 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE LEADING EASTERLY; THENCE EASTERLY ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 300.00 FEET, AN ARC DISTANCE OF 79.30 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 77°49'23" EAST, 79.07 FEET TO THE POINT OF TANGENCY OF LAST SAID CURVE ; THENCE NORTH 70°15'00" EAST, 44.29 FEET TO THE MEAN HIGH WATER LINE OF ROBINSON CREEK; THENCE SOUTHERLY, SOUTHWESTERLY, AND SOUTHEASTERLY, ALONG SAID MEAN HIGH WATER LINE, 635 FEET MORE OR LESS, TO AFORESAID EASTERLY PROLONGATION OF THE NORTHERLY RIGHT-OF-WAY LINE OF POINCIANA AVENUE; THENCE SOUTH 67°27'54" WEST, ALONG LAST SAID LINE, 557.93 FEET TO THE POINT OF BEGINNING.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-6-06.

Fla. Admin. Code R. 42CCC-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Cindy Norman, Chris Vanzant, Barbara Moore, Bill Brown, and Gary B. Davenport.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-6-06.

Division 42QQQ Mediterra Community Development District

Chapter 42QQQ-1 Mediterra Community Development District

Fla. Admin. Code R. 42QQQ-1.001 Establishment

The Mediterra Community Development District is hereby established as a result of the merger of the Mediterra North Community Development District into and with the Mediterra South Community Development District.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.046, 190.005 FS. History–New 6-11-18.

Fla. Admin. Code R. 42QQQ-1.002 Boundary of the Surviving District

The boundaries of the district are those set forth in Exhibit “5” to the Petition to merge Mediterra North Community Development District and Mediterra South Community Development District filed with the Commission on May 12, 2017, under Commission Case Number CDD-17-005. The Petition to merge Mediterra North Community Development District into and with Mediterra South Community Development District filed with the Commission on May 12, 2017, under Commission Case Number CDD-17-005, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-09508 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Mediterra Community Development District = 1,674.87 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.046, 190.005 FS. History–New 6-11-18.

Fla. Admin. Code R. 42QQQ-1.003 Supervisors of the Surviving District

The following five persons are designated as the initial members of the Board of Supervisors: Robert Greenberg, Kenneth Tarr, John Henry, Michael Bishko, and Dallas Luby.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.046, 190.005 FS. History–New 6-11-18.

Division 42KKK Myakka Ranch Community Development District

Chapter 42KKK-1 Myakka Ranch Community Development District

Fla. Admin. Code R. 42KKK-1.001 Establishment

The Myakka Ranch Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-9-08.

Fla. Admin. Code R. 42KKK-1.002 Boundary

The boundaries of the district are as follows:

A tract of land lying in Sections 17, 19 and 20, all in Township 36 South, Range 20 East and Section 24, Township 36 South, Range 19 East, all within Sarasota County, Florida lying north of the northerly right-of-way line of Fruitville Road (S.R. #780 – Section 17040-2504, a variable width public right-of-way) as recorded in Road Plat Book 2, Page 7 and an additional portion of which is recorded in Official Record Book 2897, Page 1119, Public Records of Sarasota County, Florida; said tract being more particularly described as follows:

BEGIN at the southwest corner of said Section 17, also being the northwest corner of said Section 20 and the northeast corner of said Section 19; thence N. 00° 18' 22"E., along the west line of said Section 17, a distance of 5,423.41 feet to the northwest corner of said Section 17; thence S. 88° 01' 33"E., along the north line of said Section 17, a distance of 5,265.90 feet to the northeast corner of the above mentioned Section 17; thence S. 00° 07' 37"W., along the east line of said Section 17, a distance of 5,279.93 feet to the southeast corner of said Section 17, also being the northeast corner of the above mentioned Section 20; thence S. 00° 52' 53"E., along the east line of said Section 20, a distance of 2,303.50 feet to a point on the northerly right-of-way line of the above mentioned Fruitville Road; thence along said northerly right-of-way line for the following thirty-seven (37) calls; (1) thence N. 64° 32' 55"W., a distance of 267.28 feet; (2) thence N. 63° 37' 55"W., a distance of 500.00 feet; (3) thence N. 63° 31' 03"W., a distance of 1,463.28 feet to the point of curvature of a non tangent curve to the left, of which the radius point lies S. 18° 42' 40"W., a radial distance of 1,959.86 feet; (4) thence westerly along the arc of said curve, through a central angle of 09° 06' 41", an arc length of 311.66 feet to the point of tangency of said curve; (5) thence N. 08° 25' 50"E., a distance of 13.00 feet to a point of curvature of a curve to the left having a radius of 90.00 feet and a central angle of 71° 56' 26"; (6) thence northwesterly along the arc of said curve a distance of 113.00 feet to the point of tangency of said curve; (7) thence N. 63° 30' 36"W., a distance of 25.01 feet; (8) thence S. 26° 29' 24"W., a distance of 80.00 feet; (9) thence S.63°30'36"E., a distance of 25.01 feet to a point of curvature of a curve to the right having a radius of 10.00 feet and a central angle of 71° 56' 26"; (10) thence southeasterly along the arc of said curve a distance of 12.56 feet to the point of tangency of said curve; (11) thence S. 08° 25' 50"W., a distance of 13.00 feet to the point of curvature of a non tangent curve to the left, of which the radius point lies S. 07° 15' 40"W., a radial distance of 1,959.86 feet; (12) thence westerly along the arc of said curve, through a central angle of 07° 00' 27", an arc length of 239.70 feet to the point of tangency of said curve; (13) thence N. 89° 44' 48"W., a distance of 1,417.43 feet; (14) thence N. 00° 14' 57"E., a distance of 34.12 feet; (15) thence N.12°56'49"E., a distance of 54.36 feet; (16) thence N. 62° 21' 57"E., a distance of 31.19 feet; (17) thence N. 27° 38' 03"W., a distance of 73.00 feet; (18) thence S. 62° 21' 57"W., a distance of 187.00 feet; (19) thence S. 67° 52' 39"W., a distance of 114.53 feet; (20) thence S. 75° 24' 53"W., a distance of 149.15 feet; (21) thence S. 86° 14' 57"W., a distance of 100.24 feet; (22) thence continue S. 86° 14' 57"W., a distance of 137.83 feet; (23) thence N. 89° 10' 25"W., a distance of 362.52 feet; (24) thence N. 89° 44' 48"W., a distance of 279.08 feet; (25) thence N. 89° 41' 05"W., a distance of 221.09 feet; (26) thence N. 89° 57' 05"W., a distance of 500.00 feet; (27) thence S. 89°47' 52"W., a distance of 119.37 feet; (28) thence N. 89° 51' 33"W., a distance of 181.14 feet; (29) thence S.88°16'06"W., a distance of 277.29 feet; (30) thence S. 87° 59' 25"W., a distance of 423.14 feet; (31) thence S. 88° 20' 02"W., a distance of 500.01 feet; (32) thence S. 87° 32' 03"W., a distance of 251.21 feet; (33) thence S. 88° 06' 56"W., a distance of 249.26 feet; (34) thence N. 01° 35' 42"W., a distance of 19.35 feet; (35) thence S. 89° 05' 01"W., a distance of 2,314.66 feet to the point of curvature of a non tangent curve to the right, of which the radius point lies N.00°50'36"W., a radial distance of 34,327.48 feet; (36) thence westerly along the arc of said curve, through a central angle of 01°16'45", an arc length of 766.38 feet to the point of tangency of said curve; (37) thence N. 89° 33' 50"W., a distance of 2,251.79 feet to a point on the west line of the Northeast 1/4 of the above mentioned Section 24; thence N.00°03'08"E., along said west line, a distance of 1,246.63 feet to a point on the north line of said Section 24; thence S. 89° 37' 39"E., along said north line, a distance of 2,646.24 feet to the northeast corner of said Section 24, also being the northwest corner of the above mentioned Section 19; thence N. 89° 07' 23"E., along the north line of said Section 19, a distance of 2,707.30 feet to the north 1/4 corner of said Section 19; thence N. 89° 09' 09"E., continue along said north line of Section 19, a distance of 2,709.53 feet to the POINT OF BEGINNING, also being the northeast corner of said Section 19, the northwest corner of the above mentioned Section 20 and the southwest corner of the above mentioned Section 17.

Containing 45,960,198 square feet or 1,055.10 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-9-08.

Fla. Admin. Code R. 42KKK-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: James R. Schier, Dale E. Weidemiller, Priscilla G. Heim, Karen L. Byrnes, and Alan Anderson.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-9-08.

Division 42AAA PALM COAST PARK COMMUNITY DEVELOPMENT DISTRICT

Chapter 42AAA-1 PALM COAST PARK COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42AAA-1.001 Establishment

The Palm Coast Park Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-13-05.

Fla. Admin. Code R. 42AAA-1.002 Boundary

The boundaries of the District are as follows:

PARCEL 902

THAT PORTION OF GOVERNMENT SECTION 3, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, LYING EAST OF U.S. HIGHWAY NO. 1 BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF REFERENCE BEING THE NORTHWEST CORNER OF GOVERNMENT SECTION 3, TOWNSHIP 11 SOUTH, RANGE 30 EAST, SOUTH 01°19'10" EAST ALONG THE WEST LINE OF SECTION 3 A DISTANCE OF 128.57 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST LINE OF SECTION 3 RUN NORTH 83°28'00" EAST ALONG THE APPROXIMATE LOCATION OF A DIRT ROAD A DISTANCE OF 506.42 FEET, THENCE SOUTH 82°42'27" WEST A DISTANCE OF 1,150.71 FEET, THENCE SOUTH 87°43'37" EAST A DISTANCE OF 949.77 FEET, THENCE SOUTH 70°53'54" EAST A DISTANCE OF 935.38 FEET, THENCE DEPARTING SAID APPROXIMATE DIRT ROAD SOUTH 20°16'51" EAST ALONG THE WESTERLY LINE OF THE SCHOOL BOARD PARCEL RECORDED IN ORB 519, PAGES 903 AND 904 A DISTANCE OF 2,337.19 FEET, THENCE DEPARTING SAID SCHOOL PARCEL SOUTH 69°43'09'' WEST ALONG THE BOUNDARY LINE OF LAND RECORDED IN ORB 536, PAGES 1389 THROUGH 1392 A DISTANCE OF 500.00 FEET, THENCE SOUTH 12°47'58" EAST A DISTANCE OF 2,317.70 FEET TO A POINT ON THE SOUTH LINE OF SECTION 3, THENCE DEPARTING LAND RECORDED IN ORB 536, PAGES 1389-1392 SOUTH 88°44'12" WEST A DISTANCE OF 1,570.76 FEET, THENCE SOUTH 88°44'12" WEST ALONG THE SOUTH LINE OF SECTION 3 A DISTANCE OF 1,993.22 FEET TO A POINT ON THE BOUNDARY OF WELL SITE SW-35, THENCE NORTH 67°12'42" EAST A DISTANCE OF 2.34 FEET, THENCE NORTH 22°47'18" WEST A DISTANCE OF 100.00 FEET, THENCE SOUTH 67°12'42" WEST ALONG SAID WELL BOUNDARY A DISTANCE OF 150.00 FEET, THENCE SOUTH 22°47'17" EAST A DISTANCE OF 41.76 FEET, THENCE SOUTH 88°44'12" WEST ALONG THE SOUTH LINE OF SECTION 3 A DISTANCE OF 239.87 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE NORTH 22°47'18" WEST A DISTANCE OF 688.01 FEET TO A POINT ON THE WEST LINE OF SECTION 3, THENCE DEPARTING U.S. HIGHWAY NO. 1 NORTH 01°19'10" WEST ALONG THE WEST LINE OF SECTION 3 A DISTANCE OF 4,512.19 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH THAT PORTION OF GOVERNMENT SECTION 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, LYING EAST OF U.S. HIGHWAY NO. 1 (STATE ROAD NO. 5), FLAGLER COUNTY, FLORIDA.

LESS AND EXCEPT THE FOLLOWING PORTION OF GOVERNMENT SECTION 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF BEGINNING BEING THE NORTHEAST CORNER OF SAID SECTION 4, THENCE SOUTH 01°19'10" EAST ALONG THE EAST LINE OF SECTION 4 A DISTANCE OF 128.57 FEET TO A POINT BEING THE APPROXIMATE LOCATION OF A DIRT ROAD RUNNING WESTERLY, THENCE SOUTH 83°28'00" WEST ALONG SAID DIRT ROAD A DISTANCE OF 1,337.89 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE NORTH 14°05'29" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 274.49 FEET TO A POINT ON THE NORTH LINE OF SECTION 4, THENCE DEPARTING U.S. HIGHWAY NO. 1 NORTH 89°24'09'' EAST ALONG THE NORTH LINE OF SECTION 4 A DISTANCE OF 1393.14 FEET TO THE POINT OF BEGINNING.

EXCEPTION CONTAINING 6.2344 ACRES MORE OR LESS.

ALSO LESS AND EXCEPT THE FOLLOWING PALM COAST UTILITY CORP. (FLORIDA WATER SERVICES CORP.) WELL SITE SW-36. DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 641, PAGES 1051 THROUGH 1221, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA.

PARCEL RP 0142:

A PARCEL OF LAND IN GOVERNMENT SECTION 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, AS A POINT OF REFERENCE BEING THE SOUTHEAST CORNER OF SAID SECTION 4, THENCE NORTH 01°19'11" WEST ALONG THE EASTERLY LINE OF SAID SECTION 4 1,693.85 FEET; THENCE SOUTH 88°40'49" WEST 13.49 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 22°47'18" WEST 100.00 FEET; THENCE SOUTH 67°12'42" WEST 150.00 FEET; THENCE SOUTH 22°47'18" EAST 100.00 FEET, THENCE NORTH 67°12'42" EAST 150.00 FEET TO THE POINT OF BEGINNING OF THE DESCRIPTION.

WELL PARCEL CONTAINING .34 ACRES MORE OR LESS.

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 10, A POINT OF REFERENCE BEING THE NORTHEAST CORNER OF GOVERNMENT SECTION 10, TOWNSHIP 11 SOUTH, RANGE 30 EAST, THENCE SOUTH 00°59'54" EAST ALONG THE EAST LINE OF SECTION 10 A DISTANCE OF 617.50 FEET, THENCE DEPARTING SAID LINE SOUTH 67°12'21" WEST A DISTANCE OF 939.17 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE CONTINUE SOUTH 67°12'21" WEST A DISTANCE OF 3,540.82 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE NORTH 22°47'15" WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 2,431.20 FEET TO A POINT ON THE NORTH LINE OF SECTION 10, THENCE DEPARTING SAID RIGHT-OF-WAY NORTH 88°44'12" EAST ALONG THE NORTH LINE OF SECTION 10 A DISTANCE OF 266.63 FEET, THENCE DEPARTING SAID SECTION LINE SOUTH 22°47'18" EAST ALONG THE BOUNDARY OF WELL SITE SW-35 A DISTANCE OF 58.24 FEET, THENCE NORTH 67°12'42" EAST A DISTANCE OF 147.66 FEET, THENCE DEPARTING SAID WELL SITE NORTH 88°44'12" EAST ALONG THE NORTH LINE OF SECTION 10 A DISTANCE OF 3,563.98 FEET, THENCE SOUTH 12°47'58" EAST A DISTANCE OF 982.01 FEET TO THE POINT OF BEGINNING.

LESS AND EXCEPT THE FOLLOWING PALM COAST UTILITY CORP. (FLORIDA WATER SERVICES CORP.) WELL SITE SW-34, (DESCRIPTION FURNISHED BY OWNER):

A PARCEL OF LAND IN GOVERNMENT SECTION 10, TOWNSHIP 11 SOUTH, RANGE 30 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: AS A POINT OF REFERENCE BEING THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SECTION 10, THENCE SOUTH 88°33'54" WEST ALONG THE SOUTHERLY LINE OF THE NORTHWEST 1/4 1,042.43 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF A 50.00 FEET PIPE LINE EASEMENT EAST OF AND PARALLEL WITH U.S. HIGHWAY NO. 1 (300 FEET RIGHT-OF-WAY); THENCE NORTH 22°47'18" WEST 955.79 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 67°12'42" EAST 150.00 FEET; THENCE NORTH 22°47'18" WEST 100.00 FEET; THENCE SOUTH 67°12'42" WEST 150.00 FEET; THENCE SOUTH 22°47'18" EAST 100.00 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION.

WELL PARCEL CONTAINING .34 ACRES MORE OR LESS.

ALSO LESS AND EXCEPT THE FOLLOWING PALM COAST UTILITY CORP. (FLORIDA WATER SERVICES CORP.) WELL SITE SW-35. DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 641, PAGES 1051 THROUGH 1221, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA.

PARCEL RP 0141:

A PARCEL OF LAND IN GOVERNMENT SECTIONS 10 AND 3, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF REFERENCE BEING A P.R.M. AT THE NORTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 88º44'12" EAST ALONG THE NORTHERLY LINE OF SECTION 10,491.68 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 22º47'18" EAST 58.34 FEET, THENCE NORTH 67º12'42" EAST 150.00 FEET, THENCE NORTH 22º47'18" WEST 100.00 FEET, THENCE SOUTH 67º12'42" WEST 150.00 FEET, THENCE SOUTH 22º47'17" EAST 41.66 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION.

WELL PARCEL CONTAINING .34 ACRES MORE OR LESS.

PARCEL 1002

A PARCEL OF LAND BEING A PORTION OF THAT LAND RECORDED IN OFFICIAL RECORDS BOOK 507, PAGES 1592 THROUGH 1609 TOGETHER WITH A PORTION OF THAT LAND RECORDED IN OFFICIAL RECORDS BOOK 507, PAGES 1620 THROUGH 1626 LYING IN GOVERNMENT SECTIONS 15, 16, 21 AND 22, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

THAT PORTION OF SECTION 15, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING TEN (10) FEET WEST OF THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE-95;

LESS AND EXCEPT THAT PORTION TAKEN BY THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR RIGHT-OF-WAY ASSOCIATED WITH THE INTERSTATE-95 OLD KINGS ROAD OVERPASS;

ALSO LESS AND EXCEPT OLD KINGS ROAD (66' R/W);

ALSO LESS AND EXCEPT THAT LAND OWNED BY FLAGLER COUNTY KNOWN AS THE AGRICULTURAL MUSEUM PARCEL, RECORDED IN OFFICIAL RECORDS BOOK (ORB) 552, PAGE 215, ORB 561, PAGE 1458, ORB 586, PAGES 1220-1223 AND ORB 586, PAGE 1227, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

TOGETHER WITH A PARCEL OF LAND BEING A PORTION OF GOVERNMENT SECTION 16, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING EAST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1;

LESS AND EXCEPT PARCEL 2-17E RECORDED IN OFFICIAL RECORDS BOOK 586, PAGE 1227, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, ALSO LESS AND EXCEPT OLD KINGS ROAD (66' R/W);

ALSO LESS AND EXCEPT LAND RECORDED IN OFFICIAL RECORDS BOOK 574, PAGES 1429 THROUGH 1431, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

ALSO LESS AND EXCEPT A PORTION OF SECTIONS 15 AND 16, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM A POINT OF REFERENCE BEING THE NORTHEAST CORNER OF SAID SECTION 16, BEAR SOUTH 00º44'07" EAST ALONG THE EAST LINE OF SECTION 16, A DISTANCE OF 813.40 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 84º40'51" EAST, DEPARTING SAID EAST LINE, A DISTANCE OF 475.04 FEET; THENCE SOUTH 71º59'32" EAST A DISTANCE OF 299.56 FEET; THENCE SOUTH 17º24'50" WEST, A DISTANCE OF 29.54 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 83.00 FEET, THENCE ALONG THE ARC OF SAID CURVE 38.98 FEET THROUGH A CENTRAL ANGLE OF 26º54'21", A CHORD BEARING OF SOUTH 03º57'39" WEST AND A CHORD DISTANCE OF 38.62 FEET; THENCE NORTH 71º59'32" WEST, A DISTANCE OF 299.56 FEET, THENCE NORTH 84º40'51" WEST, A DISTANCE OF 1,587.76 FEET; THENCE NORTH 73º25'25" WEST, A DISTANCE OF 1,342.39 FEET; THENCE NORTH 83º06'27" WEST, A DISTANCE OF 1,013.64 FEET; THENCE NORTH 08º29'47" WEST, A DISTANCE OF 69.49 FEET, THENCE SOUTH 83º06'27" EAST, A DISTANCE OF 1,037.76 FEET; THENCE SOUTH 73º25'25" EAST, A DISTANCE OF 1,341.46 FEET, THENCE SOUTH 84º40'51" EAST, A DISTANCE OF 1,113.57 FEET TO THE POINT OF BEGINNING.

EXCEPTION CONTAINING 6.543 ACRES, MORE OR LESS.

TOGETHER WITH THE FOLLOWING PORTION OF GOVERNMENT SECTION 21 LYING EAST OF U.S. HIGHWAY NO. 1:

BEGINNING FROM THE NORTHEAST CORNER OF SECTION 21, TOWNSHIP 10 SOUTH, RANGE 30 EAST; THENCE SOUTH 00°28'10" EAST ALONG THE EASTERLY LINE OF SECTION 21 A DISTANCE OF 1,117.09 FEET, THENCE DEPARTING SAID LINE SOUTH 61°12'56" WEST A DISTANCE OF 748.34 FEET, THENCE NORTH 00°29'04" WEST A DISTANCE OF 149.94 FEET, THENCE SOUTH 89°23'31" WEST A DISTANCE OF 658.86 FEET, THENCE NORTH 00°29'57" WEST A DISTANCE OF 1,319.38 FEET, THENCE NORTH 89°20'34" EAST ALONG THE NORTH LINE OF SECTION 21 A DISTANCE OF 1,318.40 FEET TO THE POINT OF BEGINNING.

ALSO TOGETHER WITH THE FOLLOWING PORTION OF SECTION 22, TOWNSHIP 10 SOUTH, RANGE 30 EAST, BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 22, THENCE NORTH 89°41'29" EAST ALONG THE NORTH LINE OF SECTION 22 A DISTANCE OF 2,630.63 FEET TO THE NORTH QUARTER (1/4) CORNER, THENCE NORTH 88°58'06" EAST ALONG THE NORTH LINE OF SECTION 22 A DISTANCE OF 880.17 FEET, THENCE SOUTH 25°15'02" EAST ALONG A LINE LYING TEN (10) FEET WEST OF AND PARALLEL TO THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE-95 A DISTANCE OF 899.05 FEET, THENCE DEPARTING SAID LINE ALONG THE NORTH BOUNDARY OF PARCEL 211 ORB 553, PAGE 1713 RUN SOUTH 64°44'58" WEST A DISTANCE OF 1,000.18 FEET, THENCE NORTH 60°29'04" WEST A DISTANCE OF 932.59 FEET, THENCE SOUTH 29°30'56" WEST A DISTANCE OF 299.31 FEET, THENCE DEPARTING PARCEL 211 ALONG THE NORTH LINE OF (PCCSC) PARCEL RECORDED IN ORB 549, PAGES 969 AND 970, SAID NORTH LINE BEING COMMON AS THE SOUTH LINE OF ORB 507, PAGES 1592-1609, RUN NORTH 59°53'04" WEST A DISTANCE OF 811.19 FEET, THENCE SOUTH 85°54'56" WEST A DISTANCE OF 570.00 FEET, THENCE SOUTH 43°24'56" WEST A DISTANCE OF 565.00 FEET, THENCE SOUTH 81°42'56" WEST A DISTANCE OF 343.00 FEET, THENCE SOUTH 61°12'56" WEST A DISTANCE OF 26.65 FEET TO A POINT ON THE WEST LINE OF SECTION 22, THENCE DEPARTING SAID (PCCSC) PARCEL NORTH 00°28'10" WEST ALONG THE WEST LINE OF SECTION 22 A DISTANCE OF 1,117.09 FEET TO THE POINT OF BEGINNING.

PARCEL 1003

A PARCEL OF LAND BEING A PORTION OF THAT LAND RECORDED IN OFFICIAL RECORDS BOOK 507, PAGES 1592 THROUGH 1609, LYING IN GOVERNMENT SECTIONS 27, 28, 33 AND 34, TOWNSHIP 10 SOUTH, RANGE 30 EAST, SECTIONS 3 AND 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHWEST CORNER OF SECTION 27, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE NORTH 00°32'09" WEST ALONG THE WEST LINE OF SECTION 27 A DISTANCE OF 2074.30 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF MATANZAS WOODS BOULEVARD (124' R/W), THENCE SOUTH 81°24'11" EAST ALONG SAID SOUTH RIGHT-OF-WAY LINE A DISTANCE OF 2,323.41 FEET TO A POINT OF CURVATURE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1,876.00 FEET AND A CENTRAL ANGLE OF 03°51'30", THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 126.34 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS SOUTH 79°28'26" EAST A DISTANCE OF 126.31 FEET TO A POINT BEING THE NORTHWEST CORNER OF A PARCEL OF LAND RECORDED IN OFFICIAL RECORDS BOOK (ORB) 574, PAGES 1417 THROUGH 1419, THENCE DEPARTING MATANZAS WOODS PARKWAY SOUTH 12°27'19" WEST ALONG THE WESTERLY BOUNDARY OF SAID PARCEL RECORDED IN ORB 574, PAGES 1417-1419, A DISTANCE OF 403.35 FEET, THENCE SOUTH 77°32'41" EAST A DISTANCE OF 99.32 FEET, THENCE SOUTH 22°57'24" EAST A DISTANCE OF 813.78 FEET, THENCE SOUTH 16°18'50" WEST A DISTANCE OF 134.50 FEET, THENCE SOUTH 73°41'10" EAST A DISTANCE OF 400.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF BELLE TERRE PARKWAY (124' R/W), THENCE DEPARTING SAID PARCEL RECORDED IN ORB 574, PAGES 1417-1419 SOUTH 16°18'50" WEST ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF BELLE TERRE PARKWAY ACCORDING TO THE PLAT BELLE TERRE SECTION 35 MAP BOOK 11, PAGES 2 THROUGH 26, A DISTANCE OF 266.77 FEET TO A POINT ON THE SOUTH LINE OF SECTION 27, THENCE SOUTH 89°12'10" WEST ALONG THE SOUTH LINE OF SECTION 27 A DISTANCE OF 3000.95 FEET TO THE POINT OF BEGINNING;

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 28 LYING EAST OF U.S. HIGHWAY NO. 1, BEGINNING AT THE SOUTHEAST CORNER OF SECTION 28, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE NORTH 89°28'59" WEST ALONG THE SOUTH LINE OF SECTION 28 A DISTANCE OF 2640.46 FEET TO THE SOUTH QUARTER CORNER OF SECTION 27, THENCE SOUTH 89°01'24" WEST A DISTANCE OF 55.72 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, THENCE DEPARTING SAID SECTION LINE NORTH 14°05'30" WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 553.77 FEET TO THE BEGINNING OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1,785.08 FEET AND A CENTRAL ANGLE OF 24°05'00", THENCE NORTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 750.33 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS NORTH 02°02'59" WEST A DISTANCE OF 744.82 FEET TO THE CURVE'S END, THENCE NORTH 09°59'31" EAST A DISTANCE OF 756.00 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF MATANZAS WOODS BOULEVARD, THENCE SOUTH 80°00'29" EAST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 896.08 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1124.00 FEET AND A CENTRAL ANGLE OF 24°05'00", THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 472.46 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS NORTH 87°57'01" EAST A DISTANCE OF 468.99 FEET TO THE CURVE'S END, THENCE NORTH 75°54'31" EAST A DISTANCE OF 569.81 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1,875.00 FEET AND A CENTRAL ANGLE OF 22°41'18", THENCE EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT A DISTANCE OF 742.48 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS NORTH 87°15'10" EAST A DISTANCE OF 737.64 FEET TO THE CURVE'S END, THENCE SOUTH 81°24'11" EAST A DISTANCE OF 67.08 FEET TO A POINT ON THE EAST LINE OF SECTION 28, THENCE DEPARTING MATANZAS WOODS BOULEVARD SOUTH 00°32'09" EAST ALONG THE EAST LINE OF SECTION 28 A DISTANCE OF 2,074.30 FEET TO THE POINT OF BEGINNING;

LESS AND EXCEPT FLORIDA WATER SERVICES CORP. WELL SITE SW-43, A 100' x 150' PARCEL RECORDED IN OFFICIAL RECORDS BOOK 110, PAGE 283, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

ALSO LESS AND EXCEPT FLORIDA WATER SERVICES CORP. WELL SITE SW-42, A PARCEL RECORDED IN OFFICIAL RECORDS BOOK 832, PAGE 991, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

TOGETHER WITH THAT PORTION OF GOVERNMENT SECTION 33, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, LYING EAST OF U.S. HIGHWAY NO. 1 (STATE ROAD NO. 5);

LESS AND EXCEPT FLORIDA WATER SERVICES CORP. WELL SITE SW-41, A PARCEL RECORDED IN OFFICIAL RECORDS BOOK 832, PAGE 991, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

TOGETHER WITH THAT PORTION OF GOVERNMENT SECTION 34, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING WEST OF THE WESTERLY RIGHT-OF-WAY LINE OF BELLE TERRE PARKWAY ACCORDING TO THE PLAT BELLE TERRE SECTION 35, MAP BOOK 11, PAGES 2 THROUGH 26, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

LESS AND EXCEPT THAT LAND RECORDED IN OFFICIAL RECORDS BOOK 594, PAGES 856 AND 857, ALSO LESS AND EXCEPT LAND RECORDED IN OFFICIAL RECORDS BOOK 625, PAGES 1596 AND 1597 OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

TOGETHER WITH THE FOLLOWING PORTION OF GOVERNMENT SECTION 3, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF BEGINNING BEING THE NORTHWEST CORNER OF SAID SECTION 3, THENCE NORTH 88°47'06" EAST ALONG THE NORTH LINE OF SECTION 3 A DISTANCE OF 3195.30 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF LAND RECORDED IN OFFICIAL RECORDS BOOK (ORB) 594, PAGES 856 AND 857, THENCE SOUTH 50°36'55" WEST ALONG SAID NORTHERLY BOUNDARY A DISTANCE OF 156.95 FEET. THENCE SOUTH 39°23'05" EAST ALONG THE WESTERLY BOUNDARY LINE OF SAID LAND A DISTANCE OF 606.62 FEET TO A POINT BEING THE NORTHWEST CORNER OF LAND RECORDED IN ORB 625, PAGES 1596 AND 1597, THENCE SOUTH 20°16'51" EAST A DISTANCE OF 64.03 FEET TO A POINT BEING THE NORTHWEST CORNER OF FLAGLER COUNTY SCHOOL BOARD LANDS RECORDED IN ORB 519, PAGES 903 AND 904, SAID POINT BEING THE APPROXIMATE LOCATION OF A DIRT ROAD RUNNING WESTERLY, THENCE DEPARTING SAID SCHOOL BOARD LANDS RUN NORTH 70°53'54" WEST ALONG SAID DIRT ROAD A DISTANCE OF 935.38 FEET, THENCE CONTINUING TO FOLLOW THE APPROXIMATE ROAD LOCATION RUN NORTH 87°43'37" WEST A DISTANCE OF 949.77 FEET, THENCE NORTH 82°42'27" WEST A DISTANCE OF 1150.71 FEET, THENCE SOUTH 83°28'00" WEST A DISTANCE OF 506.42 FEET TO A POINT ON THE WEST LINE OF SECTION 3, THENCE DEPARTING SAID DIRT ROAD NORTH 01°19'10" WEST ALONG THE WEST LINE OF SECTION 3 A DISTANCE OF 128.57 FEET TO THE POINT OF BEGINNING;

ALSO TOGETHER WITH THE FOLLOWING PORTION OF GOVERNMENT SECTION 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF BEGINNING BEING THE NORTHEAST CORNER OF SAID SECTION 4, THENCE SOUTH 01°19'10" EAST ALONG THE EAST LINE OF SECTION 4 A DISTANCE OF 128.27 FEET TO A POINT BEING THE APPROXIMATE LOCATION OF A DIRT ROAD RUNNING WESTERLY, THENCE SOUTH 83°28'00" WEST ALONG SAID DIRT ROAD A DISTANCE OF 1,337.89 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE NORTH 14°05'29" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 274.49 FEET TO A POINT ON THE NORTH LINE OF SECTION 4, THENCE DEPARTING U.S. HIGHWAY NO. 1 NORTH 89°24'09" EAST ALONG THE NORTH LINE OF SECTION 4 A DISTANCE OF 1,393.14 FEET.

PARCEL 201

A PARCEL OF LAND INCLUDING THAT LAND RECORDED AT PAGE 1706 OF OFFICIAL RECORDS BOOK 553, PAGES 1539 THROUGH 1840, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, LYING WEST OF U.S. HIGHWAY NO. 1 WITHIN GOVERNMENT SECTIONS 9 AND 10, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF REFERENCE BEING SOUTHWEST CORNER OF SAID GOVERNMENT SECTION 10, THENCE NORTH 02°39'55" EAST ALONG THE WEST LINE OF SECTION 10 A DISTANCE OF 1,048.75 FEET, THENCE DEPARTING SAID WEST LINE OF SECTION 10 NORTH 67º38'10" EAST A DISTANCE OF 129.55 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE NORTH 19°01'15" WEST A DISTANCE OF 1,352.35 FEET; THENCE NORTH 57°12'21" EAST A DISTANCE OF 1,050.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THE FLAGLER COUNTY MAINTENANCE YARD LANDS RECORDED IN OFFICIAL RECORDS BOOK 352, PAGES 134 THROUGH 136, THENCE SOUTH 22°47'15" EAST ALONG SAID MAINTENANCE YARD BOUNDARY A DISTANCE OF 708.34 FEET; THENCE NORTH 67°12'45" EAST ALONG THE SOUTH BOUNDARY LINE OF SAID MAINTENANCE YARD LANDS A DISTANCE OF 400.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1; THENCE SOUTH 22°47'15" EAST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 674.16 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF LOT 4, PALM COAST INDUSTRIAL PARK, MAP BOOK 26, PAGES 62 AND 63, THENCE DEPARTING U.S. HIGHWAY NO. 1 SOUTH 70°12'45" WEST ALONG THE NORTHERLY LINE OF LOT 4 A DISTANCE OF 480.00 FEET TO THE NORTHWEST CORNER OF LOT 4, THENCE DEPARTING PALM COAST INDUSTRIAL PARK SOUTH 67º38'10" WEST A DISTANCE OF 1,059.53 FEET TO THE POINT OF BEGINNING.

PARCEL CONTAINING 40.1127 ACRES MORE OR LESS.

PARCEL 211

A PARCEL OF LAND LYING IN GOVERNMENT SECTION 22, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FOR A POINT OF REFERENCE COMMENCE AT THE NORTHEAST CORNER OF SECTION 22, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, THENCE RUN S 88°53'06" W ALONG THE NORTH LINE OF SAID SECTION 22 A DISTANCE OF 1,759.19 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE-95; THENCE S 25°15'01" E ALONG SAID WESTERLY RIGHT-OF-WAY LINE 894.55 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY LINE S 25°15'01" E 1663.74 FEET TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 975.00 FEET AND A CENTRAL ANGLE OF 64°01'49"; THENCE FROM A CHORD BEARING OF N 57°15'57" W RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE 1,089.60 FEET TO THE POINT OF TANGENCY; THENCE N 89°16'51" W 869.88 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 525.00 FEET AND A CENTRAL ANGLE OF 34°53'44"; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE 319.75 FEET TO THE POINT OF TANGENCY; THENCE N 54°23'07" W 585.58 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 975.00 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE 178.16 FEET THROUGH A CENTRAL ANGLE OF 10°28'11" TO A POINT ON THE WESTERLY LINE OF PARCEL “E”, LAKEVIEW – SECTION 37, AS RECORDED IN MAP BOOK 13, PAGE 28, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA; THENCE N 26°32'17" E, ALONG SAID WESTERLY LINE AND AN EXTENSION THEREOF 288.73 FEET; THENCE S 60°29'04" E 350.00 FEET; THENCE N 29°30'56" E 207.20 FEET; THENCE S 60°29'04" E 582.59 FEET; THENCE N 64°44'58" E 1010.18 FEET TO THE POINT OF BEGINNING:

TOGETHER WITH A PARCEL OF LAND LYING WITHIN GOVERNMENT SECTION 22, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, CONVEYED BY QUIT CLAIM DEED FROM SUNSPORT RECREATION, INC., ET AL, AS GRANTORS, TO FLORIDA LANDMARK COMMUNITIES, INC., AS GRANTEE, IN OFFICIAL RECORDS BOOK 846, PAGE 1584, DESCRIBED AS FOLLOWS:

A POINT OF REFERENCE BEING THE NORTHEAST CORNER OF SAID GOVERNMENT SECTION 22, THENCE SOUTH 88º58'06" WEST ALONG THE NORTH LINE OF SAID GOVERNMENT SECTION 22, A DISTANCE OF 1,759.20 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE-95 (300' R/W), THENCE DEPARTING SAID NORTH LINE OF SECTION 22 SOUTH 25º15'02" EAST ALONG THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE-95 A DISTANCE OF 894.55 FEET, THENCE DEPARTING INTERSTATE-95 SOUTH 64º44'58" WEST ALONG THE NORTH LINE OF PARCEL 211 RECORDED IN OFFICIAL RECORDS BOOK 553, PAGES 1539 THROUGH 1840 OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, A DISTANCE OF 1010.18 FEET, THENCE NORTH 60º29'04" WEST A DISTANCE OF 582.59 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE SOUTH 29º30'56" WEST ALONG SAID BOUNDARY OF PARCEL 211 A DISTANCE OF 207.20 FEET, THENCE NORTH 60º29'04" WEST A DISTANCE OF 350.00 FEET TO A POINT ON THE BOUNDARY LINE OF LANDS RECORDED IN OFFICIAL RECORDS BOOK 507, PAGES 1620 THROUGH 1626 OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, THENCE DEPARTING SAID BOUNDARY LINE OF PARCEL 211 NORTH 29º30'56" EAST ALONG SAID BOUNDARY LINE OF LANDS RECORDED IN OFFICIAL RECORDS BOOK 507, PAGES 1620 THROUGH 1626, A DISTANCE OF 207.20 FEET, THENCE SOUTH 60º29'04" EAST A DISTANCE OF 350.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 1.6649 ACRES MORE OR LESS.

LESS AND EXCEPT THE FOLLOWING DESCRIBED AREA, CONVEYED BY WARRANTY DEED FROM FLORIDA LANDMARK COMMUNITIES, INC., AS GRANTOR, TO STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, AS GRANTEE, DESCRIBED AS FOLLOWS:

COMMENCE AT A RECOVERED 6" x 6" CONCRETE MONUMENT MARKING THE NORTHEAST CORNER OF THE NORTHEAST 1/4, SECTION 22, TOWNSHIP 10 SOUTH, RANGE 30 EAST; THENCE RUN S 88°58'16" W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4, A DISTANCE OF 1,759.44 FEET TO THE SOUTHWESTERLY EXISTING LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROAD 9 (INTERSTATE-95) AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 73001, F.P. NO. 242341-1; THENCE DEPARTING SAID NORTH LINE, RUN S 25°15'15" E ALONG SAID SOUTHWESTERLY EXISTING LIMITED ACCESS RIGHT-OF-WAY LINE, A DISTANCE OF 1,450.68 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S 25°15'15" E ALONG SAID SOUTHWESTERLY EXISTING LIMITED ACCESS RIGHT-OF-WAY LINE, A DISTANCE OF 1,107.55 FEET; THENCE DEPARTING SAID SOUTHWESTERLY EXISTING LIMITED ACCESS RIGHT-OF-WAY RUN S 64°44'58" W, A DISTANCE OF 10.00 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THE JEFFERSON DAVIS WATERWAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 549, PAGE 966, PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, SAID POINT BEING ON A CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 975.00 FEET AND A CENTRAL ANGLE OF 43°00'34"; THENCE FROM A CHORD BEARING OF N 46°45'19" W, RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 731.89 FEET; THENCE DEPARTING SAID CURVE AND SAID NORTHEASTERLY LINE, RUN N 25°15'15" W, PARALLEL WITH SOUTHWESTERLY EXISTING LIMITED ACCESS RIGHT-OF-WAY LINE A DISTANCE OF 442.47 FEET; THENCE RUN NORTH 64°44'45" E, A DISTANCE OF 272.00 FEET TO THE POINT OF BEGINNING.

EXCEPTION CONTAINING 4.168 ACRES, MORE OR LESS.

PARCEL 217

FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTH 1/4 CORNER OF SECTION 28, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA. THENCE RUN S 89°01'24'' W ALONG THE SOUTH LINE OF SAID SECTION 28 A DISTANCE OF 235.41 FEET FOR A POINT OF BEGINNING ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1; THENCE CONTINUE S 89°01'24" W ALONG SAID SOUTH LINE 550.83 FEET; THENCE N 86°54'42'' W 166.65 FEET TO A POINT ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 545.00 FEET AND A CENTRAL ANGLE OF 12°15'15"; THENCE FROM A CHORD BEARING OF N 03°02'19" W RUN NORTHERLY ALONG THE ARC OF SAID CURVE 116.56 FEET TO A POINT; THENCE S 80°50'04'' W 200.00 FEET TO A POINT ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1,000.00 FEET AND A CENTRAL ANGLE OF 11°49'46"; THENCE FROM A CHORD BEARING OF N 03°15'03" W RUN NORTHERLY ALONG THE ARC OF SAID CURVE 206.46 FEET TO THE POINT OF TANGENCY; THENCE N 09°09'56" W 1,825.00 FEET; THENCE S 80°50'04" W 1,535.00 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILROAD; THENCE N 09°09'56" W ALONG SAID EASTERLY RIGHT-OF-WAY LINE 1,821.28 FEET; THENCE N 80°50'46" E 180.00 FEET; THENCE N 09°09'13" W 35.17 FEET; THENCE N 80°50'46" E 1,070.48 FEET; THENCE N 65°50'47" E 898.31 FEET; THENCE S 24°09'14" E 267.00 FEET; THENCE N 65°50'47" E 560.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90°00'00"; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE 78.54 FEET TO THE POINT OF TANGENCY; THENCE S 24°09'13" E 667.23 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 150.00 FEET AND A CENTRAL ANGLE OF 34°08'45"; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE 89.39 FEET TO THE POINT OF TANGENCY; THENCE S 09°59'31" W 217.87 FEET; THENCE S 80°00'29" E 325.00 FEET TO THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1; THENCE CONTINUE SOUTHERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING THREE COURSES: S 09°59'31" W 2,217.47 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1,960.08 FEET AND A CENTRAL ANGLE OF 24°05'00"; THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE 823.89 FEET TO THE POINT OF TANGENCY; THENCE S 14°05'30" E 513.00 FEET TO THE POINT OF BEGINNING.

CONTAINING THEREIN 194.759 ACRES, MORE OR LESS.

PARCEL 800.08

A PARCEL OF LAND LYING WEST OF U.S. HIGHWAY NO. 1 IN GOVERNMENT SECTIONS 3, 4, 9 AND 10, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF REFERENCE BEING THE NORTHEAST CORNER OF GOVERNMENT SECTION 9, TOWNSHIP 11 SOUTH, RANGE 30 EAST, THENCE NORTH 88°44'12" EAST A DISTANCE OF 63.80 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE SOUTH 22°47'15" EAST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 1706.64 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 67°12'45" WEST A DISTANCE OF 600.00 FEET, THENCE SOUTH 22°47'15" EAST A DISTANCE OF 385.00 FEET, THENCE NORTH 67°12'45" EAST A DISTANCE OF 600.00 FEET, THENCE SOUTH 22°47'15" EAST ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1 A DISTANCE OF 100.00 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 67°12'45" WEST ALONG THE NORTHERLY LINE OF LANDS RECORDED IN OFFICIAL RECORDS BOOK 352, PAGES 134 THROUGH 136, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, A DISTANCE OF 450.00 FEET, THENCE SOUTH 22°47'15" EAST A DISTANCE OF 298.90 FEET, THENCE SOUTH 67°12'21" WEST A DISTANCE OF 1,050.00 FEET, THENCE SOUTH 19°01'15" EAST A DISTANCE OF 1,352.35 FEET, THENCE SOUTH 67°38'10" WEST A DISTANCE OF 461.22 FEET, THENCE NORTH 22°47'18" WEST A DISTANCE OF 4,506.98 FEET, THENCE NORTH 67°12'42" EAST A DISTANCE OF 2,000.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE SOUTH 22°47'18" EAST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 623.41 FEET TO A POINT ON THE EAST LINE OF GOVERNMENT SECTION 4, THENCE NORTH 01°19'10" WEST ALONG SAID EAST LINE OF SECTION 4 A DISTANCE OF 136.90 FEET, THENCE DEPARTING THE EAST LINE OF SECTION 4 SOUTH 22°47'18" EAST ALONG THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 A DISTANCE OF 174.33 FEET TO THE POINT OF BEGINNING.

CONTAINING 155.3747 ACRES MORE OR LESS.

TOGETHER WITH A PORTION OF LAND DEEDED BY RAYONIER, INC. AS GRANTOR TO PALM COAST HOLDINGS, INC. AS GRANTEE, RECORDED IN OFFICIAL RECORDS BOOK 602, PAGES 1833 THROUGH 1835 OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A PARCEL OF LAND LYING WEST OF U.S. HIGHWAY NO. 1, WITHIN GOVERNMENT SECTION 3, TOWNSHIP 11 SOUTH, RANGE 30 EAST, A POINT OF BEGINNING BEING THE SOUTHWEST CORNER OF GOVERNMENT SECTION 3, TOWNSHIP 11 SOUTH, RANGE 30 EAST, THENCE NORTH 01º19'10" WEST ALONG THE WEST LINE OF SECTION 3 A DISTANCE OF 162.17 FEET, THENCE SOUTH 22º47'18" EAST A DISTANCE OF 174.33 FEET TO A POINT ON THE SOUTH LINE OF SECTION 3, THENCE SOUTH 88º44'12" WEST ALONG THE SOUTH LINE OF SECTION 3 A DISTANCE OF 63.80 FEET TO THE POINT OF BEGINNING.

CONTAINING 0.1188 ACRES MORE OR LESS.

PARCEL 901

A PARCEL OF LAND LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD RIGHT-OF-WAY AND WEST OF U.S. HIGHWAY NO. 1 (STATE ROAD NO. 5) BEING A PORTION OF THAT LAND RECORDED IN OFFICIAL RECORDS BOOK (ORB) 507, PAGES 1592 THROUGH 1617 AND ORB 552, PAGE 1341 AND LYING WITHIN GOVERNMENT SECTIONS 28, 29, 32 AND 33, TOWNSHIP 10 SOUTH, RANGE 30 EAST, AND GOVERNMENT SECTIONS 4, 9 AND 16, TOWNSHIP 11 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A PARCEL OF LAND WITHIN SECTION 28, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING WEST OF U.S. HIGHWAY NO. 1, BEGINNING AT THE SOUTHWEST CORNER OF SECTION 28, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE NORTH 00°42'44" WEST ALONG THE WEST LINE OF SECTION 28 A DISTANCE OF 1944.87 FEET, THENCE DEPARTING SAID WEST LINE NORTH 80°50'04" EAST A DISTANCE OF 1,173.01 FEET, THENCE SOUTH 09°09'56" EAST A DISTANCE OF 1,825.00 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 1000.00 FEET AND A CENTRAL ANGLE OF 11°49'46", THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 206.46 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS SOUTH 03°15'03" EAST, A DISTANCE OF 206.01 FEET TO THE POINT OF INTERSECTION WITH A NON-TANGENT LINE, THENCE NORTH 80°50'04" EAST A DISTANCE OF 200.00 FEET, TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 545.00 FEET AND A CENTRAL ANGLE OF 12°15'15", THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, FROM WHICH THE LOCAL TANGENT AT THE BEGINNING POINT BEARS SOUTH 09°09'56" EAST, A DISTANCE OF 116.56 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS SOUTH 03°02'19" EAST, A DISTANCE OF 116.34 FEET TO THE POINT OF INTERSECTION WITH A NON-TANGENT LINE, THENCE SOUTH 86°54'42" EAST A DISTANCE OF 166.65 FEET TO A POINT ON THE SOUTH LINE OF SECTION 28, THENCE SOUTH 89°01'23" WEST ALONG THE SOUTH LINE OF SECTION 28 A DISTANCE OF 1,806.53 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 29 LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD RIGHT-OF-WAY, BEGINNING AT THE SOUTHEAST CORNER OF SECTION 29, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE SOUTH 89°48'20" WEST ALONG THE SOUTH LINE OF SECTION 29 A DISTANCE OF 77.03 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID RAILROAD, THENCE DEPARTING SAID SOUTH LINE OF SECTION 29 NORTH 09°09'56" WEST ALONG THE EAST LINE OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY A DISTANCE OF 1,911.73 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY NORTH 80°50'04" EAST A DISTANCE OF 361.99 FEET TO A POINT ON THE EASTERLY LINE OF SECTION 29, THENCE SOUTH 00°42'44" EAST ALONG THE EAST LINE OF SECTION 29 A DISTANCE OF 1,944.87 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH THAT PORTION OF SECTION 32, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING EAST OF THE RIGHT-OF-WAY OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD;

TOGETHER WITH THAT PORTION OF SECTION 33, TOWNSHIP 10 SOUTH, RANGE 30 EAST; LYING EAST OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY AND WEST OF U.S. HIGHWAY NO. 1;

LESS AND EXCEPT THE NE 1/4 OF NE 1/4 OF NW 1/4 OF SECTION 33;

ALSO LESS AND EXCEPT THE FOLLOWING PORTION OF SECTION 33, A POINT OF REFERENCE BEING THE NORTHWEST CORNER OF SECTION 33, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE SOUTH 00°40'43" EAST ALONG THE WEST LINE OF SECTION 33 A DISTANCE OF 515.56 FEET, THENCE DEPARTING SAID WEST LINE SOUTH 09°09'56" EAST ALONG THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY (150'R/W) A DISTANCE OF 947.65 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE SOUTH 86°20'16" EAST A DISTANCE OF 884.48 FEET, THENCE SOUTH 09°09'56" EAST A DISTANCE OF 3673.91 FEET TO A POINT ON THE SOUTH LINE OF SECTION 33, THENCE SOUTH 89°02'28" WEST ALONG SAID SOUTH LINE OF SECTION 33 A DISTANCE OF 871.33 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RAILROAD, THENCE NORTH 09°09'56" WEST A DISTANCE OF 3745.90 FEET TO THE POINT OF BEGINNING,

EXCEPTION CONTAINING 73.4488 ACRES OF LAND MORE OR LESS;

ALSO LESS AND EXCEPT THE FOLLOWING PORTION OF SECTION 33, TOWNSHIP 10 SOUTH, RANGE 30 EAST, A POINT OF REFERENCE BEING THE NORTHWEST CORNER OF SAID GOVERNMENT SECTION 33, THENCE SOUTH 00º40'43" EAST ALONG THE WEST LINE OF SECTION 33 A DISTANCE OF 515.56 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD, THENCE DEPARTING SAID WEST LINE OF SECTION 33, RUN SOUTH 09º09'56" EAST ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID RAILROAD A DISTANCE OF 509.76 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE DEPARTING SAID RAILROAD RIGHT-OF-WAY RUN NORTH 80º50'04" EAST A DISTANCE OF 375.00 FEET, THENCE SOUTH 09º09'56" EAST A DISTANCE OF 472.00 FEET TO A POINT ON A LINE LYING 10 FEET NORTH OF AND PARALLEL TO THE NORTHERLY LINE OF PEAVY GRADE ACCORDING TO EASEMENT OF PEAVY GRADE RECORDED AT OFFICIAL RECORDS BOOK 586, PAGES 1501 THROUGH 1512 AND OFFICIAL RECORDS BOOK 592, PAGES 382 THROUGH 395, THENCE NORTH 86º20'16" WEST ALONG SAID LINE BEING 10 FEET NORTH OF AND PARALLEL TO SAID NORTHERLY LINE OF PEAVY GRADE A DISTANCE OF 384.60 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF SAID RAILROAD, THENCE DEPARTING SAID LINE AT PEAVY GRADE NORTH 09º09'56" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF RAILROAD A DISTANCE OF 386.61 FEET TO THE POINT OF BEGINNING,

EXCEPTION CONTAINING 3.6958 ACRES MORE OR LESS.

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD RIGHT-OF-WAY AND WEST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, A POINT OF REFERENCE BEING THE NORTHWEST CORNER OF SECTION 4, TOWNSHIP 11 SOUTH, RANGE 30 EAST, THENCE NORTH 89°02'28" EAST ALONG THE NORTH LINE OF SECTION 4 A DISTANCE OF 1564.04 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE CONTINUE NORTH 89°02'28" EAST ALONG THE NORTH LINE OF SECTION 4 A DISTANCE OF 1,083.47 FEET TO THE NORTH QUARTER (1/4) CORNER OF SECTION 4, THENCE NORTH 89°24'09" EAST ALONG THE NORTH LINE OF SECTION 4 A DISTANCE OF 889.37 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE SOUTH 14°05'29" EAST ALONG THE WEST RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1 A DISTANCE OF 1,857.38 FEET TO A POINT OF CURVATURE, CONCAVE EASTERLY, HAVING A RADIUS OF 5,829.65 FEET AND A CENTRAL ANGLE OF 08°41'49", THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 884.87 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS SOUTH 18°26'24" EAST, A DISTANCE OF 884.02 FEET TO A POINT OF TANGENCY, THENCE SOUTH 22°47'18" EAST A DISTANCE OF 2,192.67 FEET TO A POINT ON THE NORTH LINE OF PARCEL 800-08, OFFICIAL RECORDS BOOK 553, PAGES 1539 THROUGH 1840, PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, THENCE DEPARTING U.S. HIGHWAY NO. 1 SOUTH 67°12'42" WEST ALONG SAID NORTH LINE OF PARCEL 800-08 A DISTANCE OF 1,558.51 FEET TO A POINT ON THE SOUTH LINE OF SECTION 4, THENCE DEPARTING SAID PARCEL 800-08 SOUTH 89°52'32" WEST ALONG THE SOUTH LINE OF SECTION 4 A DISTANCE OF 998.75 FEET TO THE SOUTH QUARTER (1/4) CORNER OF SECTION 4, THENCE SOUTH 89°51'30" WEST ALONG THE SOUTH LINE OF SECTION 4 A DISTANCE OF 1,145.78 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RAILROAD, THENCE NORTH 09°09'56" WEST ALONG THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY A DISTANCE OF 3,249.03 FEET TO THE SOUTHWEST CORNER OF PARCEL 800-07, OFFICIAL RECORDS BOOK 553, PAGES 1539 THROUGH 1840, PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, THENCE DEPARTING SAID RAILWAY NORTH 57°08'17" EAST ALONG THE SOUTH LINE OF PARCEL 800-07 A DISTANCE OF 941.81 FEET, THENCE NORTH 09°09'56" WEST ALONG THE EAST LINE OF PARCEL 800-07 A DISTANCE OF 1,544.01 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 9, TOWNSHIP 11 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILROAD RIGHT-OF-WAY AND WEST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, A POINT OF REFERENCE BEING THE SOUTHWEST CORNER OF SECTION 9, TOWNSHIP 11 SOUTH, RANGE 30 EAST, THENCE NORTH 89°07'56" EAST ALONG THE SOUTH LINE OF SECTION 9 A DISTANCE OF 2,374.90 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY (150' R/W) AND THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE DEPARTING THE SOUTH LINE OF SECTION 9, NORTH 09°09'56" WEST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 5,354.70 FEET TO A POINT ON THE NORTH LINE OF SECTION 9, THENCE DEPARTING SAID RAILWAY NORTH 89°51'30" EAST ALONG THE NORTH LINE OF THE NW 1/4 OF SECTION 9 A DISTANCE OF 1,145.78 FEET TO THE NORTH QUARTER (1/4) CORNER OF SECTION 9, THENCE NORTH 89°52'32" EAST ALONG THE NORTH LINE OF SECTION 9 A DISTANCE OF 998.75 FEET TO A POINT ON THE NORTH LINE OF PARCEL 800-08, OFFICIAL RECORDS BOOK 553, PAGES 1539 THROUGH 1840, PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, THENCE SOUTH 67°12'42" WEST ALONG THE NORTH LINE OF PARCEL 800-08 A DISTANCE OF 441.49 FEET, THENCE SOUTH 22°47'18" EAST ALONG THE WEST LINE OF PARCEL 800-08 A DISTANCE OF 4,506.98 FEET, THENCE SOUTH 67°38'10" WEST A DISTANCE OF 2,524.88 FEET TO A POINT ON THE SOUTH LINE OF SECTION 9, THENCE SOUTH 89°07'56" WEST ALONG THE SOUTH LINE OF SECTION 9 A DISTANCE OF 295.30 FEET TO THE POINT OF BEGINNING.

LESS AND EXCEPT WELL SITE SW-61, A 60' x 60' PARCEL OF LAND WITHIN SECTION 9, TOWNSHIP 11 SOUTH, RANGE 30 EAST, RECORDED IN OFFICIAL RECORDS BOOK 566, PAGE 872, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

ALSO LESS AND EXCEPT WELL SITE SW-62, A 60' x 60' PARCEL OF LAND WITHIN SECTION 9, TOWNSHIP 11 SOUTH, RANGE 30 EAST, RECORDED IN OFFICIAL RECORDS BOOK 566, PAGE 857, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 16, TOWNSHIP 11 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD RIGHT-OF-WAY:

A POINT OF REFERENCE BEING THE NORTHWEST CORNER OF SECTION 16, TOWNSHIP 11 SOUTH, RANGE 30 EAST, THENCE NORTH 89°07'56" EAST ALONG THE NORTH LINE OF SECTION 16 A DISTANCE OF 2,374.90 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY (150' R/W) AND THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE CONTINUE NORTH 89°07'56" EAST ALONG THE NORTH LINE OF SECTION 16 A DISTANCE OF 295.30 FEET TO A POINT ON THE NORTH LINE OF PARCEL 101, RECORDED IN OFFICIAL RECORDS BOOK 553, PAGES 1539 THROUGH 1840, PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, THENCE SOUTH 67°38'10" WEST A DISTANCE OF 300.13 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY, THENCE NORTH 09°09'56" WEST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 111.14 FEET TO THE POINT OF BEGINNING,

PARCEL CONTAINING 0.3728 ACRES OF LAND MORE OR LESS.

PARCEL 1001

A PARCEL OF LAND BEING A PORTION OF THAT LAND RECORDED IN OFFICIAL RECORDS BOOK 507, PAGES 1592 THROUGH 1609, LYING IN GOVERNMENT SECTIONS 9, 16, 17, 20, 21, 28, 29 AND 47, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

ALL THAT PART OF GOVERNMENT SECTION 9, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING WEST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, AND SOUTH OF THE SOUTHERLY BOUNDARY LINE OF PARCEL CMP 2-17 RECORDED IN OFFICIAL RECORDS BOOK 546, PAGES 1197 THROUGH 1221, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA.

LESS AND EXCEPT THE FOLLOWING PARCEL OF LAND LYING WEST OF U.S. HIGHWAY NO. 1 IN GOVERNMENT SECTION 9, TOWNSHIP 10 SOUTH, RANGE 30 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

AS A POINT OF REFERENCE BEING THE SOUTHEAST CORNER OF SAID SECTION 9 TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE SOUTH 89°30'58" WEST ALONG THE SOUTHERLY LINE OF SECTION 9 A DISTANCE OF 2,657.97 FEET TO THE SOUTH QUARTER (1/4) CORNER OF SECTION 9, THENCE SOUTH 89°54'17" WEST ALONG THE SOUTH LINE OF SECTION 9 A DISTANCE OF 984.19 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, SAID POINT BEING THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE CONTINUE SOUTH 89°54'17" WEST ALONG THE SOUTHERLY LINE OF SECTION 9 A DISTANCE OF 74.52 FEET, THENCE DEPARTING SAID SOUTHERLY LINE OF SECTION 9 NORTH 08°29'47" WEST A DISTANCE OF 88.69 FEET, THENCE NORTH 20°56'30" EAST A DISTANCE OF 150.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, SOUTH 08°29'47" EAST ALONG THE WESTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1 A DISTANCE OF 230.21 FEET TO THE POINT OF BEGINNING;

TOGETHER WITH ALL THAT PART OF GOVERNMENT SECTION 47, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD RIGHT-OF-WAY, WEST OF THE RIGHT-OF-WAY FOR U.S. HIGHWAY NO. 1 AND SOUTH OF THE SOUTHERLY BOUNDARY LINE OF PARCEL CMP 2-17 RECORDED IN OFFICIAL RECORDS BOOK 546, PAGES 1197 THROUGH 1221, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA;

ALSO TOGETHER WITH THAT PORTION OF SECTION 16, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING WEST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1;

ALSO TOGETHER WITH THAT PORTION OF SECTION 17, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RAILROAD RIGHT-OF-WAY;

ALSO TOGETHER WITH THAT PORTION OF SECTION 20, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILWAY COMPANY’S RIGHT-OF-WAY, WITHIN FLAGLER COUNTY, FLORIDA;

ALSO TOGETHER WITH THAT PORTION OF SECTION 21, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING WEST OF U.S. HIGHWAY NO. 1.

LESS AND EXCEPT NE 1/4 OF NW 1/4 OF SECTION 21;

LESS AND EXCEPT THAT PORTION OF SW 1/4 OF THE NE 1/4 LYING WEST OF U.S. HIGHWAY NO. 1, ALL WITHIN FLAGLER COUNTY, FLORIDA;

TOGETHER WITH THE FOLLOWING PORTION OF SECTION 28, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING WEST OF U.S. HIGHWAY NO. 1, BEGINNING AT THE NORTHWEST CORNER OF SECTION 28, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE NORTH 89°16'00" EAST ALONG THE NORTH LINE OF SECTION 28 A DISTANCE OF 2,630.60 FEET TO THE NORTH QUARTER (1/4) CORNER OF SECTION 28, THENCE NORTH 89°43'02" EAST ALONG THE NORTH LINE OF SECTION 28 A DISTANCE OF 327.52 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1, THENCE SOUTH 09°59'31" WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 1,758.89 FEET, THENCE DEPARTING SAID RIGHT-OF-WAY NORTH 80°00'29" WEST A DISTANCE OF 325.00 FEET, THENCE NORTH 09°59'31" EAST A DISTANCE OF 217.87 FEET TO THE BEGINNING OF A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 150.00 FEET AND A CENTRAL ANGLE OF 34°08'45", THENCE NORTHERLY ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 89.39 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS NORTH 07°04'51" WEST A DISTANCE OF 88.08 FEET TO A POINT OF TANGENCY, THENCE NORTH 24°09'13" WEST A DISTANCE OF 667.23 FEET TO THE BEGINNING OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90°00'00", THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT A DISTANCE OF 78.54 FEET, SAID ARC SUBTENDED BY A CHORD WHICH BEARS NORTH 69°09'13" WEST A DISTANCE OF 70.71 FEET TO A POINT OF TANGENCY, THENCE SOUTH 65°50'47" WEST A DISTANCE OF 560.00 FEET, THENCE NORTH 24°09'14" WEST A DISTANCE OF 267.00 FEET, THENCE SOUTH 65°50'47" WEST A DISTANCE OF 898.31 FEET, THENCE SOUTH 80°50'46" WEST A DISTANCE OF 573.62 FEET, THENCE NORTH 00°42'44" WEST ALONG THE WEST LINE OF SECTION 28 A DISTANCE OF 1149.03 FEET TO THE POINT OF BEGINNING;

ALSO TOGETHER WITH THE FOLLOWING PORTION OF SECTION 29, TOWNSHIP 10 SOUTH, RANGE 30 EAST, LYING EAST OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY:

BEGINNING AT THE NORTHEAST CORNER OF SECTION 29, TOWNSHIP 10 SOUTH, RANGE 30 EAST, THENCE SOUTH 00°42'44" EAST ALONG THE EAST LINE OF SECTION 29 A DISTANCE OF 1,149.03 FEET, THENCE DEPARTING SAID LINE SOUTH 80°50'46" WEST A DISTANCE OF 496.86 FEET, THENCE SOUTH 09°09'14" EAST A DISTANCE OF 35.17 FEET, THENCE SOUTH 80°50'47" WEST A DISTANCE OF 180.00 FEET TO A POINT ON THE EAST LINE OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY, THENCE NORTH 09°09'13" WEST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 1,302.51 FEET, THENCE NORTH 89°38'15" EAST ALONG THE NORTH LINE OF SECTION 29 A DISTANCE OF 855.58 FEET TO THE POINT OF BEGINNING.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 9-13-05, Amended 9-3-08.

Fla. Admin. Code R. 42AAA-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: David Lusby, Carol Benedict, David Root, John V. “Jack” Kelly, and Marilyn Parker.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-13-05.

Division 42P Pelican Marsh Community Development District

Chapter 42P-1 PELICAN MARSH COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42P-1.001 Creation

Pelican Marsh Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 12-14-93.

Fla. Admin. Code R. 42P-1.002 Boundary

The boundaries of the district are as follows:

PARCEL IN

SECTIONS 25, 27, 34, 35 & 36 T.48S., R.25E

COLLIER COUNTY, FLORIDA

A tract or parcel lying in Sections 25, 27, 34, 35 and 36, Township 48. South, Range 25 East, Collier County, Florida, which tract or parcel is described as follows:

BEGINNING at the southwest corner of Section 27, Township 48 South, Range 25 East, Collier County, Florida; thence along the west line of said Section 27 and the easterly right-of-way line of U.S. 41 North 00°38'20'' West 2,623.40 feet to the west 1/4 corner of said Section 27; thence continue along the west line of said Section 27 and said right-of-way North 00°39'12'' West 827.69 feet; thence leaving said line North 89°20'45'' East 3,844.57 feet to the westerly right-of-way line of proposed Goodlette-Frank Road as recorded in Plat Book 13, page 58, Public Records of Collier County, Florida;

thence along said westerly right-of-way line in the following four (4) described courses;

South 05°34'48'' East 3,545.96 feet to the south line of said Section 27;
South 05°33'10'' East 2,642.17 feet;
Southerly 620.87 feet along the arc of a circular curve concave westerly having a radius of 2,799.93 feet through a central angle of 12°42'18'' and being subtended by a chord which bears South 00°47'59'' West 619.60 feet;
South 07°09'08'' West 1675.64 feet to the boundary line of the plat of Pine Ridge Second Extension as recorded in Plat Book 10, page 86 of the Public Records of Collier County, Florida;

thence along the boundary of said Pine Ridge Second Extension in the following eight (8) described courses;

South 89°50'58'' West 88.21 feet;
North 31°34'00'' West 120.19 feet;
North 05°37'10'' West 956.47 feet;
South 74°46'39'' West 379.98 feet;
South 12°04'43'' East 23.53 feet;
South 87°09'43'' West 272.40 feet;
Northwesterly 1,854.45 feet along the arc of a non-tangential circular curve concave southwesterly having a radius of 1,640.26 feet through a central angle of 64°46'40'' and being subtended by a chord which bears North 48°50'02'' West 1,757.26 feet;
North 81°13'22'' West 737.85 feet; thence leaving said plat boundary North 00°03'39'' West 707.85 feet; thence South 89°33'32'' East 336.81 feet; thence North 00°26'28'' East 180.64 feet; thence northerly 37.60 feet along the arc of a circular curve concave easterly having a radius of 130.00 feet through a central angle of 16°34'19'' and being subtended by a chord which bears North 08°43'37'' East 37.47 feet; thence North 17°00'47'' East 181.41 feet; thence northwesterly 654.92 feet along the arc of a circular curve concave southwesterly having a radius of 395.00 feet through a central angle of 94°59'52'' and being subtended by a chord which bears North 30°29'09'' West 582.44 feet thence North 77°59'05'' West 144.30 feet; thence northwesterly 418.87 feet along the arc of a circular curve concave northeasterly having a radius of 800.00 feet through a central angle of 29°59'57'' and being subtended by a chord which bears North 62°59'06'' West 414.10 feet thence North 47°59'08'' West 100.03 feet; thence westerly 615.18 feet along the arc of a circular curve concave southerly having a radius of 826.09 feet through a central angle of 42°40'04'' and being subtended by a chord which bears North 69°19'10'' West 601.07 feet; thence South 89°20'48'' West 204.55 feet to the west line of said Section 34, and the east right-of-way line of U.S. 41; thence along said line North 00°39'20'' West 665.92 feet to the Point of Beginning; containing 577.38 acres more or less; subject to easements and restrictions of record; AND TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL; BEGINNING at the northwest corner of said Section 35; thence along the north line of said Section 35 North 89°45'35'' East 5,231.69 feet to the west right-of-way line of Airport-Pulling Road (C.R. 31); thence along said westerly right-of-way line South 00°31'47'' East 5,258.31 feet to the south line of said Section 35; thence along said south line South 89°39'22'' West 2,541.65 feet to the south 1/4 corner of said Section 35; thence continue along said south line South 89°39'32'' West 2,641.33 feet to the southwest corner of said Section 35; thence along the south line of said Section 34 South 89°51'02'' West 391.57 feet to the boundary line of a parcel described in O.R. Book 524, page 121 of the Public Records of Collier County, Florida; thence along the boundary of said parcel North 01°03'33'' West 295.29 feet; thence continue along the boundary of said parcel South 89°51'02'' West 443.28 feet to the easterly right-of-way line of proposed Goodlette-Frank Road as recorded in Plat Book 13, page 58 of the Public Records of Collier County, Florida; thence along said easterly right-of-way line North 07°09'08'' East 1,729.52 feet; thence continue along said easterly right-of-way line northerly 577.63 feet along the arc of a circular curve concave westerly having a radius of 2,929.93 feet through a central angle of 11°17'45'' and being subtended by a chord which bears North 01°30'16'' East 576.70 feet to the southwesterly corner of a parcel described in O.R. Book 1048, page 1800; thence along the southerly line of said parcel along a non-tangential line South 89°47'25'' East 562.07 feet to the southeasterly corner of said parcel being a point on the easterly line of said Section 34; thence along the easterly line of said parcel described in O.R. Book 1048, page 1800 also being the east line of said Section 34, North 01°03'33'' West 50.01 feet to the east 1/4 of said Section 34; thence along the easterly line of said parcel described in O.R. Book 1048, page 1800 also being the east line of said Section 34 North 01°03'33'' West 50.01 feet; thence leaving said section line along the north line of said parcel, North 89°47'25'' West 569.06 feet to the easterly right-of-way line of proposed Goodlette-Frank Road as recorded in Plat Book 13, page 58 of the Public Records of Collier County, Florida; thence along said right-of-way line North 05°33'10'' West 2,600.08 feet to a point on the north line of said Section 34; thence leaving said right-of-way line and along the north line of said Section 34 South 89°31'31'' East 772.91 feet to the Point of Beginning; containing 707.09 acres more or less; subject to easements and restrictions of record; AND TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL BEGINNING at the northeast corner of said Section 36; thence along the east line of said Section, South 02°12'03'' East 2,671.63 feet to the east 1/4 corner of said Section 36; thence continue along the east line of said Section 36 South 02°06'28'' East 2,519.08 feet to a point on the northerly right-of-way line of Vanderbilt Beach Road; thence along said northerly right-of-way line North 89°39'39'' West 2,855.35 feet; thence continue along said line North 89°43'59'' West 2,544.87 feet to a point on the easterly right-of-way line of Airport-Pulling Road (C.R. 31); thence along said easterly right-of-way line North 00°31'47'' West 4,490.03 feet to the southwest corner of the east 15 feet of the west 115 feet of the south 80 feet of the north 619.49 feet of said Section 36; thence along the south line of said land North 89°28'13'' East 15.00 feet; thence along the east line of said land North 00°31'47'' West 80.00 feet; thence along the north line of said land South 89°28'13'' West 15.00 feet to the east right-of-way line of Airport Road (C.R. 31); thence along said right-of-way North 00°31'47'' West 539.49 feet to the north line of said Section 36; thence along said north line North 89°27'57'' East 3,914.28 feet to the southwest corner of the east 1/2 of the east 1/2 of said Section 25; thence along the west line of the east 1/2 of the east 1/2 of said Section 25 North 01°54'09'' West 2,668.19 feet; thence continue along the west line of the east 1/2 of the east of said Section 25 North 01°57'16'' West 2,567.06 feet to a point on the southerly right-of-way line of Immokalee Road (C.R. 846); thence along said right-of-way North 89°14'36'' East 1,325.57 feet to the east line of said Section 25; thence along said east line of Section 25 South 02°06'59'' East 2,569.75 feet to the east 1/4 corner of Section 25; thence continue along said east line of Section 25 South 02°00'46'' East 2,670.97 feet to the Point of Beginning; containing 789.67 acres more or less; total parcel contains 2,074.14 acres more or less; subject to easements and restrictions of record; bearings are based on the State Plane Coordinates 1983 datum 1990 adjustment, the north line of Section 35, being North 89°45'35'' East.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 12-14-93.

Fla. Admin. Code R. 42P-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: John Pistor; Carol Girardin; Pamela McKie, Edward J. Oates, and John Abbott.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 12-14-93.

Division 42BBB Pioneer Community Development District

Chapter 42BBB-1 Pioneer Community Development District

Fla. Admin. Code R. 42BBB-1.001 Establishment

The Pioneer Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 7-5-06.

Fla. Admin. Code R. 42BBB-1.002 Boundary

The boundaries of the District are as follows:

A PORTION OF SECTIONS 29, 30, 32 AND 33, TOWNSHIP 16 SOUTH, RANGE 33 EAST AND SECTIONS 4, 5, 8 AND 9, TOWNSHIP 17 SOUTH, RANGE 33 EAST, VOLUSIA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHEAST CORNER OF STERLING CHASE PHASE II, AS RECORDED IN MAP BOOK 44, PAGES 120-122, PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA; THENCE NORTHERLY ALONG THE WEST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29 TO THE SOUTHEAST CORNER OF MARTIN ROAD, AS DESCRIBED IN OFFICIAL RECORDS BOOK 5379, PAGE 15, OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA; THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE OF SAID MARTIN ROAD TO THE NORTHERLY LINE OF SAID MARTIN ROAD; THENCE WESTERLY ALONG SAID NORTHERLY LINE TO THE EASTERLY RIGHT OF WAY LINE OF SOUTH WILLIAMSON BOULEVARD AS DESCRIBED IN OFFICIAL RECORDS BOOK 3885, PAGE 41, SAID PUBLIC RECORDS; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE TO THE EASTERLY EXTENSION OF THE NORTH LINE OF THAT PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 1666, PAGE 440, SAID PUBLIC RECORDS; THENCE WESTERLY ALONG SAID EASTERLY EXTENSION AND SAID NORTH LINE AND ALONG THE WESTERLY EXTENSION THEREOF TO THE WESTERLY MEAN HIGH WATER LINE OF SPRUCE CREEK; THENCE SOUTHERLY AND WESTERLY ALONG SAID MEAN HIGH WATER LINE TO THE WEST LINE OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 30; THENCE NORTHERLY ALONG SAID WEST LINE TO THE NORTH LINE OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE EASTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF SAID SECTION 29; THENCE NORTHERLY ALONG SAID WEST LINE TO THE WESTERLY EXTENSION OF THE SOUTHERLY MEAN HIGH WATER LINE OF SPRUCE CREEK; THENCE EASTERLY ALONG SAID WESTERLY EXTENSION AND SAID SOUTHERLY MEAN HIGH WATER LINE TO THE NORTH LINE OF SAID SECTION 29; THENCE EASTERLY ALONG SAID NORTH LINE TO THE SOUTHERLY MEAN HIGH WATER LINE OF SPRUCE CREEK; THENCE SOUTHERLY AND EASTERLY ALONG SAID SOUTHERLY MEAN HIGH WATER LINE TO THE WESTERLY RIGHT OF WAY LINE OF INTERSTATE HIGHWAY 95, THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE TO THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 29; THENCE WESTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE SOUTHERLY ALONG SAID WEST LINE TO THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 29; THENCE EASTERLY ALONG SAID SOUTH LINE AND ALONG THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29 TO THE EAST LINE OF THE WEST 1/2 OF SAID SOUTHEAST 1/4; THENCE SOUTHERLY ALONG SAID EAST LINE TO THE SOUTH LINE OF THE NORTH 511 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 29; THENCE EASTERLY ALONG SAID NORTH LINE TO THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29; THENCE SOUTHERLY ALONG SAID EAST LINE AND ALONG THE EAST LINE OF THE EAST 1/2 OF SAID SECTION 32 TO THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 33; THENCE EASTERLY ALONG SAID NORTH LINE TO THE EAST LINE OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4; THENCE SOUTHERLY ALONG SAID EAST LINE AND THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 33 TO THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 33; THENCE EASTERLY ALONG SAID NORTHERLY LINE TO THE EAST LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE SOUTHERLY ALONG SAID EAST LINE AND THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 4 TO THE NORTH LINE OF THE SOUTH 578 FEET OF THE EAST 176 FEET OF SAID NORTHWEST 1/4; THENCE WESTERLY ALONG SAID NORTH LINE TO THE WEST LINE OF SAID EAST 176 FEET; THENCE SOUTHERLY ALONG SAID WEST LINE TO THE SOUTH LINE OF SAID SOUTH 578 FEET; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE EAST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 4; THENCE SOUTHERLY ALONG SAID EAST LINE AND THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 9 TO THE NORTH LINE OF TURNBULL BAY ROAD; THENCE WESTERLY ALONG THE NORTH LINE OF SAID TURNBULL BAY ROAD TO A LINE 10 FEET WESTERLY OF, WHEN MEASURED PERPENDICULAR TO, THE EAST LINE OF SAID NORTHWEST 1/4; THENCE SOUTHERLY ALONG SAID LINE, PARALLEL WITH THE EAST LINE OF SAID NORTHWEST 1/4 TO THE NORTHERLY LINE OF PIONEER TRAIL; THENCE NORTHERLY AND WESTERLY ALONG THE NORTHERLY LINE OF SAID PIONEER TRAIL TO THE WEST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 8; THENCE NORTHERLY ALONG SAID WEST LINE AND THE WEST LINE OF THE EAST 1/2 OF SAID SECTION 5 AND THE WEST LINE OF THE EAST 1/2 OF SAID SECTION 32 AND THE WEST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29 TO THE POINT OF BEGINNING.

LESS ANY PART OF THE ABOVE DESCRIBED WITHIN SAID INTERSTATE HIGHWAY 95 AND LESS ANY PART WITHIN SAID SOUTH WILLIAMSON BOULEVARD AND LESS ANY PART WITHIN SAID TURNBULL BAY ROAD AND LESS ANY PART WITHIN SPRUCE CREEK SOVEREIGN WATERS OF THE STATE OF FLORIDA.

CONTAINING 1,238.2 ACRES, MORE OR LESS.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 7-5-06.

Fla. Admin. Code R. 42BBB-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: J. Andrew Hagan, Jean Trinder, Richard Smith, Cheryl Hamilton and Cynthia Jones.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 7-5-06.

Division 42AA Poinciana Community Development District

Chapter 42AA-1 POINCIANA COMMUNITY DEVELOPMENT

Fla. Admin. Code R. 42AA-1.001 Establishment

Poinciana Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-1-99.

Fla. Admin. Code R. 42AA-1.002 Boundary

The boundaries of the district are as follows:

PARCEL A

PERIMETER DESCRIPTION

LEGAL DESCRIPTION

A PORTION OF SECTIONS 13, 14, 15, 22, 23, 24, 25, 26, 35 AND 36, IN TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT A POINT LOCATED AT THE NORTHWEST CORNER OF POINCIANA NEIGHBORHOOD 1 EAST, VILLAGE 4, IN TOWNSHIP 27 SOUTH, RANGE 28 EAST, AS RECORDED IN PLAT BOOK 56, PAGE 25, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, THENCE RUN S 04°40'45'' E FOR A DISTANCE OF 301.04 FEET TO THE POINT OF BEGINNING. SAID POINT OF BEGINNING BEING LOCATED ON THE SOUTHERLY SIDELINE OF CYPRESS PARKWAY AND THE EASTERLY SIDELINE OF RHODODENDRON AVENUE; THENCE RUN S 89°54'30'' E FOR A DISTANCE OF 2,930.85 FEET; THENCE RUN S 89°46'58'' E FOR A DISTANCE OF 5,321.93 FEET; THENCE RUN S 89°58'45'' E FOR A DISTANCE OF 886.32 FEET; THENCE RUN EASTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTH HAVING A RADIUS OF 2,059.86 FEET, THROUGH A CENTRAL ANGLE OF 19°04'49'' A DISTANCE OF 685.96 FEET; THENCE RUN EASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 93°12'37'' A DISTANCE OF 40.67 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 3,139.52 FEET, THROUGH A CENTRAL ANGLE OF 20°42'36'' A DISTANCE OF 1,134.80 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°58'35'' A DISTANCE OF 39.70 FEET; THENCE RUN N 84°09'21'' W FOR A DISTANCE OF 396.38 FEET; THENCE RUN WESTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE SOUTH HAVING A RADIUS OF 650.53 FEET, THROUGH A CENTRAL ANGLE OF 23°40'59'' A DISTANCE OF 268.90 FEET; THENCE RUN WESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 540.00 FEET, THROUGH A CENTRAL ANGLE OF 67°17'36'' A DISTANCE OF 634.23 FEET; THENCE RUN S 04°52'04'' W FOR A DISTANCE OF 1,734.81 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 560.00 FEET, THROUGH A CENTRAL ANGLE OF 28°42'35'' A DISTANCE OF 280.60 FEET; THENCE RUN S 33°34'39'' W FOR A DISTANCE OF 472.17 FEET; THENCE RUN S 56°25'21'' E FOR A DISTANCE OF 1,140.00 FEET; THENCE RUN EASTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE SOUTH HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00'' A DISTANCE OF 39.27 FEET; THENCE RUN S 33°34’39'' W FOR A DISTANCE OF 258.00 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 1825.00 FEET, THROUGH A CENTRAL ANGLE OF 35°13'56'' A DISTANCE OF 1,122.23 FEET; THENCE RUN S 01°39’17'' E FOR A DISTANCE OF 1,818.87 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 1,125.00 FEET; THROUGH A CENTRAL ANGLE OF 37°45'34'' A DISTANCE OF 741.41 FEET; THENCE RUN S 36°06'17'' W FOR A DISTANCE OF 469.92 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 1,525.00 FEET, THROUGH A CENTRAL ANGLE OF 46°06'17'' A DISTANCE OF 1,227.14 FEET; THENCE RUN S10°00'00''E FOR A DISTANCE OF 403.95 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 3,350.00 FEET, THROUGH A CENTRAL ANGLE OF 10°00'00'' A DISTANCE OF 584.69 FEET; THENCE RUN S 00°00'00'' E FOR A DISTANCE OF 1,200.84 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 2,075.00 FEET, THROUGH A CENTRAL ANGLE OF 20°19'55'' A DISTANCE OF 736.33 FEET; THENCE RUN S 20°19'55'' E FOR A DISTANCE OF 443.56 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 1,925.00 FEET, THROUGH A CENTRAL ANGLE OF 26°36'00'' A DISTANCE OF 893.70 FEET; THENCE RUN S 06°16'05'' W FOR A DISTANCE OF 520.38 FEET; THENCE RUN SOUTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 6,225.00 FEET, THROUGH A CENTRAL ANGLE OF 09°04'15’’ A DISTANCE OF 985.52 FEET; THENCE RUN S 15°20'20'' W FOR A DISTANCE OF 1,617.02 FEET; THENCE RUN N 74°39'40'' W FOR A DISTANCE OF 269.91 FEET; THENCE RUN WESTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE SOUTH HAVING A RADIUS OF 1,575.00 FEET, THROUGH A CENTRAL ANGLE OF 15°20'20'' A DISTANCE OF 421.65 FEET; THENCE RUN N 90°00'00" W FOR A DISTANCE OF 1,819.67 FEET; THENCE RUN WESTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTH HAVING A RADIUS OF 2,950.00 FEET, THROUGH A CENTRAL ANGLE OF 52°36'25" A DISTANCE OF 2,708.59 FEET; THENCE RUN N 37°23'35" W FOR A DISTANCE OF 502.05 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 2,300.00 FEET, THROUGH A CENTRAL ANGLE OF 11°48'13" A DISTANCE OF 473.83 FEET; THENCE RUN N 49°11'48" W FOR A DISTANCE OF 833.92 FEET; THENCE RUN WESTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTH HAVING A RADIUS OF 1,875.00 FEET, THROUGH A CENTRAL ANGLE OF 30°30'00" A DISTANCE OF 998.11 FEET; THENCE RUN N18°41'48"W FOR A DISTANCE OF 940.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 1,925.00 FEET, THROUGH A CENTRAL ANGLE OF 22°30'00" A DISTANCE OF 755.95 FEET; THENCE RUN N 41°11'48" W FOR A DISTANCE OF 1,295.00 FEET; THENCE RUN N 48°48'12" E FOR A DISTANCE OF 475.00 FEET; THENCE RUN EASTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTH HAVING A RADIUS OF 1,325.00 FEET, THROUGH A CENTRAL ANGLE OF 40°00'00" A DISTANCE OF 925.03 FEET; THENCE RUN N 08°48'12" E FOR A DISTANCE OF 3,153.37 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 1,825.00 FEET, THROUGH A CENTRAL ANGLE OF 24°02'18" A DISTANCE OF 765.68 FEET; THENCE RUN N 32°50'30" E FOR A DISTANCE OF 855.99 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 1,450.00 FEET, THROUGH A CENTRAL ANGLE OF 65°00'00" A DISTANCE OF 1,644.97 FEET; THENCE RUN N 32°09'30" W FOR A DISTANCE OF 749.99 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 1,300.00 FEET, THROUGH A CENTRAL ANGLE OF 16°30'00" A DISTANCE OF 374.37 FEET; THENCE RUN N 15°39'30" W FOR A DISTANCE OF 740.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 1,975.00 FEET, THROUGH A CENTRAL ANGLE OF 24°00'00" A DISTANCE OF 827.29 FEET; THENCE RUN N 39°39'30" W FOR A DISTANCE OF 765.00 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 1,225.00 FEET, THROUGH A CENTRAL ANGLE OF 39°45'00" A DISTANCE OF 849.87 FEET; THENCE RUN N 00°05'30" E FOR A DISTANCE OF 229.96 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00" A DISTANCE OF 39.27 FEET TO THE POINT OF BEGINNING. CONTAINING 2,875.650 ACRES MORE OR LESS.

ALSO INCLUDING:

PARCEL C

PERIMETER DESCRIPTION

LEGAL DESCRIPTION

A PORTION OF SECTIONS 13, 24 AND 25, IN TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWEST CORNER OF POINCIANA NEIGHBORHOOD 3, VILLAGE 3, IN TOWNSHIP 27 SOUTH, RANGE 28 EAST, AS RECORDED IN PLAT BOOK 52, PAGE 19, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA. SAID POINT BEING ON THE SOUTHERLY SIDELINE OF WALNUT STREET AND THE EASTERLY SIDELINE OF MARIGOLD AVENUE. THENCE RUN

FROM A TANGENT BEARING OF S 56°25'21" E RUN EASTERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTH HAVING A RADIUS OF 2,392.77 FEET, THROUGH A CENTRAL ANGLE OF 34°37'51" A DISTANCE OF 1,446.24 FEET; THENCE RUN N 88°56'48" E FOR A DISTANCE OF 97.67 FEET; THENCE RUN S 04°03'28" W FOR A DISTANCE OF 330.04 FEET; THENCE RUN S 54°03'28" W FOR A DISTANCE OF 153.75 FEET; THENCE RUN S 61°47'51" W FOR A DISTANCE OF 211.04 FEET; THENCE RUN S 08°01'02" E FOR A DISTANCE OF 40.95 FEET; THENCE RUN S 47°33'48" E FOR A DISTANCE OF 170.24 FEET; THENCE RUN S 05°05'14" W FOR A DISTANCE OF 170.69 FEET; THENCE RUN S 08°32'10" W FOR A DISTANCE OF 224.90 FEET; THENCE RUN S 01°40'55" W FOR A DISTANCE OF 227.80 FEET; THENCE RUN S 05°05'14" W FOR A DISTANCE OF 1230.28 FEET; THENCE RUN S 18°34'59" W FOR A DISTANCE OF 582.94 FEET; THENCE RUN S 37°56'48'' W FOR A DISTANCE OF 336.99 FEET; THENCE RUN S 00°06'26'' W FOR A DISTANCE OF 170.14 FEET; THENCE RUN S 38°18'16'' W FOR A DISTANCE OF 323.43 FEET; THENCE RUN S 49°40'20'' W FOR A DISTANCE OF 257.88 FEET; THENCE RUN S 56°44'06'' W FOR A DISTANCE OF 156.10 FEET; THENCE RUN S 7°17'59'' W FOR A DISTANCE OF 146.98 FEET; THENCE RUN S 46°42'14'' W FOR A DISTANCE OF 268.65 FEET; THENCE RUN S 61°53'00'' W FOR A DISTANCE OF 158.15 FEET; THENCE RUN N 78°20'54'' W FOR A DISTANCE OF 169.83 FEET; THENCE RUN N 53°53'43'' W FOR A DISTANCE OF 180.00 FEET; THENCE RUN S 36°06'17'' W FOR A DISTANCE OF 70.00 FEET; THENCE RUN S 52°45'05'' W FOR A DISTANCE OF 157.04 FEET; THENCE RUN N 81°15’40'' W FOR A DISTANCE OF 148.46 FEET; THENCE RUN N 77°03'48'' W FOR A DISTANCE OF 59.12 FEET; THENCE RUN S 12°56'12'' W FOR A DISTANCE OF 80.00 FEET; THENCE RUN N 77°03'48'' W FOR A DISTANCE OF 166.57 FEET; THENCE RUN FROM A TANGENT BEARING OF N 10°00'00'' W RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 1,375.00 FEET, THROUGH A CENTRAL ANGLE OF 24°50'04'' A DISTANCE OF 595.98 FEET; THENCE RUN N 36°06'17'' E FOR A DISTANCE OF 469.92 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE WEST HAVING A RADIUS OF 1,275.00 FEET, THROUGH A CENTRAL ANGLE OF 37°45'33'' A DISTANCE OF 840.25 FEET; THENCE RUN N 01°39'17'' W FOR A DISTANCE OF 1818.87 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 1,675.00 FEET, THROUGH A CENTRAL ANGLE OF 35°13'55'' A DISTANCE OF 1,029.98 FEET; THENCE RUN N 33°34'39'' E FOR A DISTANCE OF 258.09 FEET; THENCE RUN NORTHERLY ALONG THE ARC OF A CURVE, CONCAVE TO THE EAST HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00'' A DISTANCE OF 39.27 FEET TO THE POINT OF BEGINNING. CONTAINING 154.728 ACRES MORE OR LESS.

LESS AND EXCEPT:

LOT 1, BLOCK 302, “POINCIANA NEIGHBORHOOD 6 NORTH VILLAGE 3,” ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 52, PAGES 42 THROUGH 49 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHWEST CORNER OF SECTION 35, TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA, RUN NORTH 89°56'36'' EAST ALONG THE NORTH LINE OF SAID SECTION 35 A DISTANCE OF 644.07 FEET; THENCE DEPARTING SAID NORTH LINE, SOUTH 00°03'25'' EAST A DISTANCE OF 102.49 FEET TO THE NORTHERLYMOST CORNER OF SAID LOT 1 AND THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG THE EASTERLY LINE OF SAID LOT 1, BEING A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,519.00 FEET, A CENTRAL ANGLE OF 01°55'54'' AND A CHORD OF 84.92 FEET THAT BEARS SOUTH 41°32'37'' EAST; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 84.96 FEET; THENCE SOUTH 46°34'51’’ WEST, A DISTANCE OF 74.50 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 91°26'07'' AND A CHORD OF 35.80 FEET THAT BEARS NORTH 8°42'05'' WEST, SAID POINT BEING HEREAFTER REFERRED TO AS POINT “A”; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.90 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,619.00 FEET, A CENTRAL ANGLE OF 01°24'21'' AND A CHORD OF 64.25 FEET THAT BEARS NORTH 41°16'50'' WEST, THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 64.28 FEET; THENCE NORTH 49°25'20'' EAST A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. (CONTAINING 0.20 ACRES, MORE OR LESS.)

ALSO LESS AND EXCEPT:

AN APPROXIMATE 2 1/2 ACRE PARCEL LOCATED IN TRACT C, NEIGHBORHOOD 1-E VILLAGE 4, AS RECORDED IN PLAT BOOK 56, PAGE 31, BEING IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE 28 EAST, POLK COUNTY, FLORIDA.

TOGETHER WITH:

Description: Solivita – Phase VIA (Recorded in Plat Book 131, Pages 30-35 of the Public Records of Polk County, Florida).

All of Blocks 14, 15, 16 and 17; portions of Blocks 18, 19, 20, 21, 22, 23, 24, 25 and 26; all of Tracts K-1, K-2, K-3, K-4, K-6, K-7, K-8 and K-9, a portion of Tract K-5; all of the public right-of-way for Rough Lane; portions of the public right-of-ways for, Score Drive, Long Court and Spike Drive; a portion of Greenway 1 as shown on Page 34; a portion of Greenways 1, 2 and 3 as shown on Page 35; a portion of Greenways 1 and 2 as shown on Page 36; a portion of Greenways 2 and 3 as shown on Page 37 and a portion of Greenway 1 as shown on Page 38, the above as shown on Replat of a Portion of Poinciana Neighborhood 1, Village 3, as recorded in Plat Book 58, Pages 31 through 38, Public Records of Polk County, Florida, (Please note that the portions of the Replat of a Portion of Poinciana Neighborhood 1, Village 3 plat described above were vacated by the Polk County Board of County Commissioners at their July 13, 2005 meeting) being more particularly described as follows:

Commence at the Northwest corner of Section 13, Township 27 South, Range 28 East, Polk County, Florida; thence S 89°57'44" E along the North line of said Section 13 a distance of 2,472.78 feet to the Point of Beginning, said point being the Northeast corner of Golf Villas II at Poinciana, as recorded in Plat Book 72, Pages 16 through 18, Public Records of Polk County, Florida; thence continue S 89°57'44" E along said North line a distance of 2,369.24 feet to the most Northerly corner of Lot 8, Block 59, of said Replat of a Portion of Poinciana Neighborhood 1, Village 3; thence along the Westerly line of said Block 59 the following courses and distances : S 14°41'52" W a distance of 355.07 feet; thence S 19°01'09" E a distance of 256.27 feet to the Most Southerly corner of Lot 12 of said Block 59, said point being on a Northwesterly projection of the Southerly line of Block 55 as shown on said Plat; thence S 56°39'52" E along the Southerly line of said Block 55 a distance of 209.11 feet to the Southeast corner of Lot 5 of said Block 55, said point being on the Westerly line of Greenway 3 as shown on said Plat; thence S 58°57'28" W along the Westerly line of said Greenway 3 a distance of 78.56 feet to the Northeast corner of Lot 7, Block 54 as shown on said Plat; thence S 85°52'35" W along the Northerly line of said Block 54 a distance of 251.43 feet to a point on the Westerly line of said Block 54; thence along the Westerly line of said Block 54 the following courses and distances: S 53°27'40" W a distance of 129.38 feet; thence S 33°12'14" W a distance of 129.39 feet; thence S 10°10'36" W a distance of 150.32 feet to the Southwest corner of Lot 11 of said Block 54; thence S 06°23'29" E along the West line of Greenway 4 as shown on said Plat a distance of 59.99 feet to the Northwest corner of Lot 7, Block 52 as shown on said Plat; thence along the Westerly line of said Block 52 the following courses and distances: S 22°29'49" E a distance of 144.98 feet; thence S 31°54'09" E a distance of 138.60 feet to a point on the Southerly line of said Block 52; thence S 78°11'28" E along the Southerly line of said Block 52 a distance of 228.53 feet to the Southwest corner of Lot 3 of said Block 52; thence S 09°21'52" E along the West line of Greenway 5 as shown on said Plat a distance of 107.64 feet to the Northwest corner of Lot 2, Block 51 as shown on said Plat; thence along the Westerly line of said Block 51 the following courses and distances: S 39°07'24" W a distance of 267.65 feet; thence S 00°32'13" W a distance of 252.09 feet; thence S 31°54'27" E a distance of 135.03 feet to the most Westerly corner of Lot 8 of said Block 51; thence S 04°54'55" W along the West line of Greenway 4 lying South of said Lot 8, Block 51 and North of Lot 6, Block 47 as shown on said Plat, a distance of 64.55 feet to the Northwest corner of said Lot 6, Block 47; thence along the Northerly line of said Block 47 the following courses and distance: N 81°26'08" W a distance of 127.07 feet; thence S 69°09'12" W a distance of 129.16 feet to a point on the Westerly line of said Block 47; thence along the Westerly line of said Block 47 the following courses and distances: S 46°18'56" W a distance of 128.96 feet; thence S 23°22’07" W a distance of 129.08 feet; thence S 08°30'30" E a distance of 163.06 feet to the most Southerly corner of Lot 11 of said Block 47; thence S 26°23'05" E along the West line of Greenway 3 lying South of said Lot 11, Block 47 and North of Lot 11, Block 40 as shown on said Plat and along the Westerly line of said Block 40 a distance of 422.01 feet to the most Westerly corner of Lot 7 of said Block 40; thence S 41°02'16" E along the Southwesterly line of said Lot 7, Block 40 a distance of 120.64 feet to a point on the Southerly line of said Block 40; thence along the Southerly line of said Block 40 the following courses and distance: S 61°20'51" E a distance of 121.61 feet; thence S 76°39'46" E a distance of 121.62 feet; thence N 88°15'31" E a distance of 121.64 feet; thence N 77°08'44" E a distance of 91.93 feet; thence N 83°49'57" E a distance of 178.53 feet to a point on the Westerly right-of-way line of Country Club Road as shown on said Plat, said point being on the arc of a non tangent curve, concave Westerly, having a central angle of 06°44'44" and a radius of 4,010.00 feet; thence Southerly along the arc of said curve and along said Westerly right-of-way line a distance of 472.10 feet to the Northeast corner of Lot 1, Block 39 as shown on said Plat (chord bearing and distance between said points being S 05°51'52" E 471.83 feet); thence along the Northerly line of said Block 39 the following courses and distances : S 89°43'43" W a distance of 367.50 feet; thence S 73°05'33" W a distance of 125.80 feet to a point on the Westerly line of said Block 39; thence S 40°55'23" W along the Westerly line of said Block 39 a distance of 125.61 feet; thence continue along the Westerly line of said Block 39 and along the West line of Greenway 2, lying South of Lot 10 of said Block 39 and North of Lot 6, Block 37 as shown on said Plat, and along the Westerly line of said Block 37, S 27°19'09" W a distance of 614.17 feet; thence continue along the Westerly line of said Block 37 S 37°44'32" E a distance of 217.18 feet to the most Southerly corner of Lot 4 of said Block 37; thence S 22°32'13" W along the West line of Greenway 2 lying South of Lot 3 of said Block 37 and North of Lot 20, Block 27 as shown on said Plat, a distance of 115.01 feet to the most Easterly corner of Lot 19 of said Block 27; thence along the Northerly and Easterly lines of said Block 27 the following courses and distances: N 37°38'21" W a distance of 271.09 feet; thence S 88°52'22" W, a distance of 143.19 feet; thence S 64°58'04" W a distance of 303.42 feet; thence N 25°00'35" W a distance of 119.91 feet; thence S 65°08'34" W a distance of 192.00 feet; thence S 74°04'39" W a distance of 111.97 feet; thence S 82°08'35" W a distance of 43.45 feet; thence leaving the Northerly line of said Block 27, N 07°48'58" W a distance of 52.62 feet; thence N 11°19'01" W a distance of 119.72 feet; thence N 79°56'01" W a distance of 15.34 feet; thence N 06°46'04" E a distance of 65.11 feet; thence N 20°03'14" E a distance of 65.99 feet; thence N 87°19'26" E a distance of 12.72 feet to a point on a non tangent curve, concave Northwesterly, having a central angle of 40°55'26" and a radius of 359.00 feet; thence Northeasterly along the arc of said curve a distance of 256.42 feet to the point of reverse curvature of a curve (chord bearing and distance between said points being N 72°29'01" E a distance of 251.00 feet), concave Southeasterly, having a central angle of 43°07'10" and a radius of 180.00 feet; thence Northeasterly along the arc of said curve a distance of 135.46 feet to the point of reverse curvature of a curve, concave Northwesterly, having at central angle of 47°51'29" and a radius of 405.60 feet; thence Northeasterly along the arc of said curve a distance of 338.79 feet to a point (chord bearing and distance between said points being N 71°12'14" E 329.03 feet); thence N 38°55'40" W a distance of 175.50 feet; thence N 45°04'59" W a distance of 134.31 feet; thence S 70°54'23" W a distance of 77.22 feet; thence S 88°26'21" W a distance of 88.14 feet to a point on a non tangent curve, concave Southeasterly, having a central angle of 29°37'12" and a radius of 518.63 feet; thence Southwesterly along the arc of said curve a distance of 268.11 feet to the point of tangency of said curve (Chord bearing and distance between said points being S 68°44'26" W a distance of 265.14 feet), said point being on the arc of a non tangent curve, concave Northerly, having a central angle of 79°03'34" and a radius of 62.03 feet; thence Southwesterly and Northwesterly along the arc of said curve a distance of 85.57 feet to the point of curvature of a curve (chord bearing and distance between said points being N 86°30'33'' W 78.95 feet), concave Northeasterly, having a central angle of 29°32'58" and a radius of 104.83 feet; thence Northwesterly along the arc of said curve a distance of 54.06 feet to the point of reverse curvature of a curve, concave Southwesterly, having a central angle of 01°59'34" and a radius of 2,234.64 feet; thence Northwesterly along the arc of said curve a distance of 77.72 feet to the point of reverse curvature of a curve, concave Southeasterly, having a central angle of 82°36'31" and a radius of 50.00 feet; thence Northeasterly along the arc of said curve a distance of 72.09 feet to the point of tangency of said curve; thence N 62°38'41" E a distance of 131.11 feet to the point of curvature of a curve, concave Northwesterly, having a central angle of 91°36'50" and a radius of 144.00 feet; thence Northeasterly and Northwesterly along the arc of said curve a distance of 230.25 feet to the point of tangency of said curve; thence N 28°58'03" W a distance of 74.32 feet to the point of curvature of a curve, concave Southwesterly, having a central angle of 56°47'36" and a radius of 132.50 feet; thence Northwesterly along the arc of said curve a distance of 131.34 feet to the point of compound curvature of a curve, concave Southerly, having a central angle of 26°25'29" and a radius of 227.90 feet; thence Southwesterly along the arc of said curve a distance of 105.11 feet to the point of tangency of said curve; thence S 67°48'53" W a distance of 101.50 feet to the point of curvature of a curve, concave Northeasterly, having a central angle of 86°11'07" and a radius of 50.00 feet; thence Southwesterly and Northwesterly along the arc of said curve a distance of 75.21 feet to the point of reverse curvature of a curve, concave Southwesterly, having a central angle of 10°53'40" and a radius of 601.00 feet; thence Northwesterly along the arc of said curve a distance of 114.28 feet to the point of reverse curvature of a curve, concave Southeasterly, having a central angle of 104°14'28" and a radius of 50.00 feet; thence Northeasterly along the arc of said curve a distance of 90.97 feet to the point of reverse curvature of a curve, concave Northwesterly, having a central angle of 24°02'38" and a radius of 530.90 feet; thence Northeasterly along the arc of said curve a distance of 222.79 feet to the point of compound curvature of a curve, concave Westerly, having a central angle of 86°47'49" and a radius of 189.00 feet; thence Northeasterly and Northwesterly along the arc of said curve a distance of 286.31 feet to the point of tangency of said curve; thence N 43°29'39" W a distance of 91.36 feet to the point of curvature of a curve, concave Southerly, having a central angle of 82°30'10" and a radius of 157.50 feet; thence Northwesterly and Southwesterly along the arc of said curve a distance of 226.79 feet to the point of tangency of said curve; thence S 54°00'10" W a distance of 157.26 feet to the point of curvature of a curve, concave Northeasterly, having a central angle of 105°35'45" and a radius of 50.00 feet; thence Northwesterly along the arc of said curve a distance of 92.15 feet to the point of compound curvature of a curve, concave Easterly, having a central angle of 06°37'12" and a radius of 1,340.56 feet; thence Northwesterly along the arc of said curve, a distance of 154.89 feet to the point of compound curvature of a curve, concave Southeasterly, having a central angle of 92°01'56" and a radius of 50.00 feet; thence Northeasterly along the arc of said curve a distance of 80.31 feet to the point of reverse curvature of a curve, concave Northwesterly, having a central angle of 14°34'38" and a radius of 665.00 feet; thence Northeasterly along the arc of said curve a distance of 169.19 feet to the point of compound curvature of a curve, concave Northwesterly, having a central angel of 68°17'04" and a radius of 166.62 feet; thence Northeasterly along the arc of said curve a distance of 198.57 feet to the point of reverse curvature of a curve, concave Easterly, having a central angle of 26°34'37" and a radius of 100.78 feet; thence Northeasterly along the arc of said curve a distance of 46.75 feet to the point of tangency of said curve; thence N 21°57'58" E a distance of 13.30 feet; thence N 38°04'31" W a distance of 106.93 feet; thence N 46°46'59" W a distance of 98.41 feet; thence N 55°57'20" W a distance of 98.24 feet; thence N 65°07'34" W a distance of 98.24 feet; thence N 73°45'49" W a distance of 89.70 feet; thence N 62°57'12" W a distance of 70.73 feet; thence N 45°03'03" W a distance of 77.53 feet; thence N 16°59'23" W a distance of 74.56 feet; thence N 10°42'56" E a distance of 74.56 feet; thence N 38°46'36" E a distance of 77.53 feet; thence N 44°54'08" W a distance of 121.58 feet to a point on the arc of a non tangent curve, concave Southeasterly, having a central angle of 18°05'23" and a radius of 325.00 feet; thence Southwesterly along the arc of said curve a distance of 102.61 feet to a point (chord bearing and distance between said points being S 39°44'51" W 102.19 feet); thence N 59°17'51" W a distance of 50.00 feet to a point on a non tangent curve, concave Southeasterly, having a central angle of 02°33'13" and a radius of 375.00 feet; thence Southwesterly along the arc of said curve a distance of 16.71 feet to a point (chord bearing and distance between said points being S 29°25'32" W 16.71 feet); thence N 56°31'23" W a distance of 9.97 feet to a point on a non tangent curve, concave Southeasterly, having a central angle of 39°42'30" and a radius of 324.00 feet; thence Southwesterly along the arc of said curve a distance of 224.54 feet to a point (chord bearing and distance between said points being S 07°57'40" W 220.08 feet); thence S 79°10'49" W a distance of 18.50 feet to a point on the East right-of-way line of Fairway Road (80.00 foot right-of-way) as shown on said plat, said point being on the arc of a non tangent curve, concave Southwesterly, having a central angle of 72°13'02" and a radius of 590.00 feet; thence Northwesterly along the arc of said curve and along said East right-of-way line a distance of 743.65 feet to the point of tangency of said curve (chord bearing and distance between said points being N 48°02'30" W 695.39 feet); thence continue along said right-of-way line N 84°09’01" W a distance of 136.28 feet to the point of curvature of a curve, concave Northeasterly, having a central angle of 89°02'54" and a radius of 25.00 feet; thence Northwesterly along the arc of said curve and along said right-of-way line a distance of 38.85 feet to the point of tangency of said curve, said point being on the East right-of-way line of Marigold Avenue (150.00 foot right-of-way) as shown on said plat; thence N 04°53'53" E along the East right-of-way line of said Marigold Avenue a distance of 11.91 feet to the point of curvature of a curve, concave Westerly, having a central angle of 08°01'14" and a radius of 3289.52 feet; thence Northerly along the arc of said curve and along said East right-of-way line a distance of 460.48 feet to a point on the Southerly line of Greenway 1 as shown on the plat of said Golf Villas II at Poinciana, (chord bearing and distance between said points being N 00°53'16" E 460.11 feet); thence along the Southerly line of said Greenway 1 the following courses and distances: N 55°49'17" E, a distance of 269.01 feet; thence S 84°51'03" E a distance of 262.50 feet to a point on the East line of said Greenway 1; thence N 10°01'57" E along the East line of said Greenway 1 and along the East line of Tract A-1 as shown on said plat of Golf Villa II at Poinciana, a distance of 764.20 feet to the Point of Beginning.

Containing 177.61 acres more or less.

LESS AND EXCEPT:

Lot 67, Solivita – Phase VIA, according to the plat thereof, as recorded in Plat Book 131, Pages 30 through 35 of the Public Records of Polk County, Florida, being further described as follows:

Begin at the Northwest corner of said Lot 67; thence North 72°52'04'' East along the Northwesterly line of said lot, 125.38 feet; thence South 17°02'52'' East along the Northeasterly line of said lot, same being the Southwesterly line of Tract P-E18 as shown on said plat, 55.00 feet; thence South 72°52'04'' West along the Southeasterly line of said lot, 125.30 feet; thence North 17°07'56'' West along the Southwesterly line of said lot, same being the Northeasterly right-of-way line of Sorrento Road as shown on said plat, 55.00 feet to the Point of Beginning. Said lot contains 6,894 square feet, more or less.

LESS AND EXCEPT:

Lot 117, Solivita – Phase VIA, according to the plat thereof, as recorded in Plat Book 131, Pages 30 through 35 of the Public Records of Polk County, Florida, being further described as follows:

Begin at the Northwest corner of said Lot 117; thence North 80°34'33'' East along the Northerly line of said lot, 131.58 feet; thence South 11°36'32'' East along the Easterly line of said lot, same being the Westerly line of Tract G-4 as shown on said plat, 55.04 feet; thence South 80°34'33'' West along the Southerly line of said lot, 134.44 feet to a point on the arc of a non-tangent curve concave Westerly having a radius of 325.00 feet, a central angle of 03°55'26'' and a chord of 22.25 feet that bears North 07°27'44'' West; thence Northerly along the arc of said curve and the Westerly line of said lot, same being the Easterly right-of-way line of Vizcaya Court as shown on said plat, 22.26 feet; thence North 09°25'27'' West continuing along said lot line and said right-of-way line, 32.76 feet to the Point of Beginning. Said lot contains 7,300 square feet, more or less.

ALSO INCLUDING:

DESCRIPTION: SOLIVITA – PHASE VIB

A portion of Blocks 18 through 26, Tract K-5, Greenway 1 (lying Southeasterly and Easterly of Block 23), Greenway 1 (lying between Blocks 22 and 23), Greenway 1 (lying South of Block 26), Greenway 2 (lying between Blocks 24 and 26), Greenway 3 (lying between Blocks 21 and 22) and a portion of the following publicly dedicated road right-of-ways (all 60-foot-wide): Cart Lane, Long Court, Score Drive and Spike Drive, of the Replat of a Portion of Poinciana Neighborhood 1, Village 3, as recorded in Plat Book 58, Pages 31 through 38, Public Records of Polk County, Florida, (Please note that the portions of the Replat of a Portion of Poinciana Neighborhood 1, Village 3 plat described above were vacated by the Polk County Board of County Commissioners at their July 27, 2005 meeting) being more particularly described as follows:

Commence at the Northwest corner of Section 13, Township 27 South, Range 28 East, Polk County, Florida; thence South 89°57'44" East along the North line of said Section 13, 2,472.78 feet to the Northeast corner of Golf Villas II at Poinciana, as recorded in Plat Book 72, Pages 16 through 18, Public Records of Polk County, Florida; thence South 10°01'57" West along the East line of Tract A-1 as shown on said plat of Golf Villa II at Poinciana and along the East line of Greenway 1 as shown on said plat, 764.20 feet to a point on the Southerly line of said Greenway 1; thence along said Southerly line the following courses and distances: North 84°51'03" West, 262.50 feet; thence South 55°49'17" West, 269.01 feet to a point on a non-tangent curve, concave Westerly, having a central angle of 08°01'14" and a radius of 3,289.52 feet, said point being on the East right-of-way line of Marigold Avenue as shown on the plat of Poinciana Neighborhood 1 Village 3, as recorded in Plat Book 52, Pages 8 through 18 of the Public Records of Polk County, Florida; thence Southerly along the arc of said curve and along said East right-of-way line a distance of 460.48 feet to the point on tangency of said curve (chord bearing and distance between said points being South 00°53'16" West 460.11 feet); thence South 04°53'53" West along the East right-of-way line of said Marigold Avenue, 11.91 feet to the point of curvature of a curve, concave Northeasterly, having a central angle of 89°02'54" and a radius of 25.00 feet: thence Southeasterly along the arc of said curve and along said right-of-way line, 38.85 feet to the point of tangency of said curve, said point being on the North right-of-way line of Fairway Road as shown on said plat; thence along said North right-of-way line the following courses and distances: South 84°09'01" East a distance of 136.28 feet to the point of curvature of a curve, concave Southwesterly, having a central angle of 72°13'02" and a radius of 590.00 feet; thence Southeasterly along the arc of said curve and along said right-of-way line a distance of 743.65 feet to the Point of Beginning: thence North 79°10'56" East, 18.50 feet to a point on the arc of a non-tangent curve concave East having a radius of 324.00 feet and a chord bearing and distance of North 07°57'40" East, 220.08 feet; thence Northerly along the arc of said curve, through a central angle of 39°42'30", a distance of 224.55 feet; thence South 56°31'23" East, 9.97 feet to a point on the arc of a non-tangent curve concave Southeast having a radius of 375.00 feet and a chord bearing and distance of North 29°25'32" East, 16.71 feet; thence Northeasterly along the arc of said curve, through a central angle of 02°33'13", a distance of 16.71 feet; thence South 59°17'51" East, 50.00 feet to a point on the arc of a non-tangent curve concave Southeast having a radius of 325.00 feet and chord bearing and distance of North 39°44'51" East, 102.19 feet; thence Northeasterly along the arc of said curve, through a central angle of 18°05'23", a distance of 102.61 feet; thence South 44°54'08" East, 121.58 feet; thence South 38°46'36" West, 77.53 feet; thence South 10°42’56" West, 74.56 feet; thence South 16°59'23" East, 74.56 feet; thence South 45°03'03" East, 77.53 feet; thence South 62°57'12" East, 70.73 feet; thence South 73°45'49" East, 89.70 feet; thence South 65°07'34" East, 98.24 feet; thence South 55°57'20" East, 98.24 feet; thence South 46°46'59" East, 98.41 feet; thence South 38°04'31" East, 106.93 feet; thence South 21°57'58" West, 13.30 feet to the point of curvature of a curve concave East having a radius of 100.78 feet, a central angle of 26°34'37", and a chord bearing and distance of South 08°31'13" West, 46.33 feet; thence Southerly along the arc of said curve a distance of 46.75 feet to a point of reverse curvature of a curve concave Northwest having a radius of 166.62 feet and a central angle of 68°17'04"; thence Southwesterly along the arc of said curve, a distance of 198.57 feet to the point of compound curvature of a curve, concave North having a radius of 665.00 feet and a chord bearing and distance of South 70°53'44" West, 168.73 feet; thence Westerly along the arc of said curve, through a central angle of 14°34'38", a distance of 169.19 feet to a point of reverse curvature of a curve concave Southeast having a radius of 50.00 feet and a central angle of 92°01'56"; thence Southwesterly along the arc of said curve, a distance of 80.31 feet to a point of compound curvature of a curve concave East having a radius of 1,340.56 feet and a central angle of 06°37'12"; thence Southerly along the arc of said curve, a distance of 154.89 feet to a point of compound curvature of a curve concave North having a radius of 50.00 feet and a central angle of 105°35'45"; thence Easterly along the arc of said curve, a distance of 92.15 feet; thence North 54°00'10" East, 157.26 feet to a point on the arc of a curve concave South having a radius of 157.50 feet, a central angle of 82°30'10", and a chord bearing and distance of South 84°44'44" East, 207.70 feet; thence Easterly along the arc of said curve a distance of 226.79 feet; thence South 43°29'39" East, 91.36 feet to a point on the arc of a curve concave West having a radius of 189.00 feet, a central angle of 86°47'49", and a chord bearing and distance of South 00°05'45" East, 259.71 feet; thence Southerly along the arc of said curve a distance of 286.31 feet to a point of compound curvature of a curve concave Northwest having a radius of 530.90 feet and a central angle of 24°02'38"; thence Southwesterly along the arc of said curve, a distance of 222.79 feet to a point of reverse curvature of a curve concave East having a radius of 50.00 feet and a central angle of 104°14'28"; thence Southerly along the arc of said curve, a distance of 90.97 feet to a point of reverse curvature of a curve concave Southwest having a radius of 601.00 feet and a central angle of 10°53'40"; thence Southeasterly along the arc of said curve, a distance of 114.28 feet to a point of reverse curvature of a curve concave North having a radius of 50.00 feet and a central angle of 86°11'07"; thence Easterly along the arc of said curve, a distance of 75.21 feet; thence North 67°48'53" East, 101.50 feet to a point on the arc of a curve concave South having a radius of 227.90 feet, a central angle of 26°25'29", and a chord bearing and distance of North 81°01'37" East, 104.18 feet; thence Easterly along the arc of said curve a distance of 105.11 feet to a point of compound curvature of a curve concave Southwest having a radius of 132.50 feet and a central angle of 56°47'36"; thence Southeasterly along the arc of said curve, a distance of 131.34 feet; thence South 28°58'03" East, 74.32 feet to a point on the arc of a curve concave West having a radius of 144.00 feet, a central angle of 91°36'50", and a chord bearing and distance of South 16°50'22" West, 206.49 feet; thence Southerly along the arc of said curve a distance of 230.25 feet; thence South 62°38'47" West, 131.11 feet to a point on the arc of a curve concave East having a radius of 50.00 feet, a central angle of 82°36'31", and a chord bearing and distance of South 21°20'32" West, 66.01 feet; thence Southerly along the arc of said curve a distance of 72.09 feet to a point of reverse curvature of a curve concave West having a radius of 2234.64 feet and a central angle of 01°59'34"; thence Southerly along the arc of said curve, a distance of 77.72 feet to the point of reverse curvature of a curve concave Northeast having a radius of 104.83 feet and a chord bearing and distance of South 32°42'55" East, 53.47 feet; thence Southeasterly along the arc of said curve, through a central angle of 29°32'58", a distance of 54.06 feet to the point of tangency of said curve, said point being on the arc of a non-tangent curve concave North having a radius of 62.03 feet and a chord bearing and distance of South 86°31'17" East, 78.95 feet; thence Easterly along the arc of said curve, through a central angle of 79°04'28", a distance of 85.57 feet to the point of curvature of a curve concave South having a radius of 518.63 feet and a chord bearing and distance of North 68°44'26" East, 265.14 feet; thence Easterly along the arc of said curve, through a central angle of 29°37'12", a distance of 268.11 feet; thence North 88°26'21" East, 88.14 feet; thence North 70°54'23" East, 77.22 feet; thence South 45°04'59" East, 134.31 feet; thence South 38°55'40" East, 175.50 feet to the point on the arc of a non-tangent curve concave North having a radius of 405.60 feet and a chord bearing and distance of South 71°12'44" West, 329.03 feet; thence Westerly along the arc of said curve, through a central angle of 47°51'29", a distance of 338.79 feet to a point of reverse curvature of a curve concave South having a radius of 180.00 feet and a central angle of 43°07'10"; thence Westerly along the arc of said curve, a distance of 135.46 feet to a point of reverse curvature of a curve concave North having a radius of 359.00 feet and a central angle of 40°55'26"; thence Westerly along the arc of said curve, a distance of 256.42 feet; thence South 87°19'26" West, 12.72 feet; thence South 20°03'14" West, 65.99 feet; thence South 06°46'04" West, 65.11 feet; thence South 79°52'10" East, 15.34 feet; thence South 11°19'01" East, 119.72 feet; thence South 07°48'58" East, 52.62 feet; thence South 82°08'35" West, 273.79 feet to a point on the aforesaid Westerly right-of-way line of Fairway Road; thence North 01°02'42" West along said Westerly right-of-way line, 108.48 feet to a point on the arc of a curve concave West having a radius of 1,790.51 feet, a central angle of 30°48'08", and a chord bearing and distance of North 16°26'46" West, 951.03 feet; thence Northerly along the arc of said curve and said Westerly right-of-way line a distance of 962.58 feet; thence North 31°50'49" West along said right-of-way line, 414.62 feet to a point on the arc of a curve concave East having a radius of 1,660.00 feet, a central angle of 24°16'23", and a chord bearing and distance of North 19°42'38" West, 698.00 feet; thence Northerly along the arc of said curve and said Westerly Right-of-Way Line a distance of 703.25 feet; thence North 07°34'27" West, 566.77 feet to a point on the arc of a curve concave West having a radius of 590.00 feet, a central angle of 04°21'33", and a chord bearing and distance of North 09°45'13" West, 44.88 feet; thence Northerly along the arc of said curve and said Westerly right-of-way line a distance of 44.89 feet to the POINT OF BEGINNING.

Containing 35.03 acres, more or less.

LESS AND EXCEPT:

Lot 31, Solivita – Phase VIB, according to the plat thereof, as recorded in Plat Book 133, Pages 14 through 17 of the Public Records of Polk County, Florida, being further described as follows:

Begin at the Northwest corner of said Lot 31; thence North 57°47'34'' East along the Northwesterly line of said lot and the Southeasterly Right-of-Way line of Amalfi Lane as shown on said plat, 80.00 feet; thence South 32°15'06'' East along the Northeasterly line of said lot, 143.74 feet to a point on the arc of a non-tangent curve concave Northwesterly having a radius of 530.90 feet, a central angle of 08°40'30'' and a chord of 80.30 feet that bears South 60°45'09'' West; thence Southwesterly along the arc of said curve and the Northwesterly line of Tract P-E3, Solivita – Phase VIA, according to the plat thereof, as recorded in Plat Book 131, Pages 30 through 35 of the Public Records of Polk County, Florida, 80.38 feet; thence North 32°10'20'' West along the Southwesterly line of said lot, 139.60 feet to the Point of Beginning. Said lot contains 11,429 square feet, more or less.

ALL TOGETHER CONTAINING A TOTAL ACREAGE OF 3239.728 acres.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 11-1-99, Amended 6-18-08.

Fla. Admin. Code R. 42AA-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Lawrence R. Sherry, Harold Cohen, William Cowart, Anthony S. Iorio, and Dennis J. Getman

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-1-99.

Division 42D Port LaBelle Community Development District

Chapter 42D-1 PORT LABELLE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42D-1.001 Creation

The Port LaBelle Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 10-24-82, Formerly 42D-1.01, Technical Change 4-9-26.

Fla. Admin. Code R. 42D-1.002 Boundary

The boundaries of the district are as follows: A parcel of land lying in Township 42 South, Ranges 29, 30 and 31 East; Township 43 South, Ranges 29, 30 and 31 East; more particularly described as follows:

Beginning at the intersection of the Southerly Right-of-way line of the South Florida Water Control District Canal C-43 (Caloosahatchee River) and the East Line of Section 30, Township 42 South, Range 31 East; thence South along said East Line of Section 30, and along the East Line of Section 31, Township 42 South, Range 31 East, to the Southeast corner of said Section 31, within the Right-of-way of State Road 80; thence West along the South line of said Section 30, also being the North line of Section 6, Township 43 South, Range 31 East, to the East Line of said Section 6, Township 43 South, Range 31 East; thence South along said East Line of said Section 6 and along the East Line of Sections 7 and 18, Township 43 South, Range 31 East, to the North Line of Section 20, Township 43 South, Range 31 East; thence East along said North Line of said Section 20 to the North Line of Section 20, Township 43 South, Range 31 East; thence East along said North Line of said Section 20 to the East Line of said Section 20; thence South along said East Line of Section 20 and along the East Line of Sections 29 and 32, Township 43 South, Range 31 East, to the South Line of said Section 32; thence west along said South Line of Section 32 and along the South Line of Section 31, Township 43 South, Range 31 East, and along the South Line of Sections 36 and 35, Township 43 South, Range 30 East, to the West Line of said Section 35; thence North along said West Line of Section 35 to the South Line of Section 27, Township 43 South, Range 30 East; thence West along said South Line of Section 27 and along the South Line of Sections 28 and 29, Township 43 South, Range 30 East, to the Easterly Right-of-way line of the Seaboard Coastline Railroad; thence Northeast along said Easterly Right-of-way line of the Seaboard Coastline Railroad through said Section 29 and through Sections 28 and 21, Township 43 South, Range 30 East, to the South Line of Section 16, Township 43 South, Range 30 East; thence West along said South Line of Section 16 and West along the South Line of Sections 17 and 18, Township 43 South, Range 30 East, and along the South Line of Sections 13, 14 and 15, Township 43 South, Range 29 East, to the West Line of said Section 15; thence North along said West Line of Section 15 and North along the West Line of Sections 10 and 3, Township 43 South, Range 29 East, to the Southerly Right-of-way line of the South Florida Water Control District Canal C-43 (Caloosahatchee River); thence Eastward, along said Southerly Right-of-way line of the South Florida Water Control District Canal C-43 through said Section 3 and Eastward through Section 2, Township 43 South, Range 29 East, and Northeastward through Sections 35, 36 and 25, Township 42 South, Range 29 East, and Northeastward and Eastward through Sections 30, 29, 28, 27, 26 and 25, Township 42 South, Range 30 East, and Eastward through Section 30, Township 42 South, Range 31 East, to the East Line of said Section 30, and the Point of Beginning. LESS AND EXCEPT THE FOLLOWING PARCELS IN GLADES COUNTY:

(1) The “FIRST REPLAT IN PORT LABELLE VILLAS” as recorded in Plat Book 3, Page 112.

(2) Lot 42, Block 10, and Lots 19 and 20, Block 14, of the “SUBDIVISION OF SECTION 33, TOWNSHIP 42 SOUTH, RANGE 30 EAST,” as recorded in Plat Book 2, Page 126.

(3) Lots 83, 84, 85, 312, 313, 425, 426, Out Lot “F,” and the Right-of-way for Ortona Road, of “GOODNO SUBDIVISION” as recorded in Plat Book 1, Page 1.

(4) The South 1/2, the Southeast 1/4 of the Northwest 1/4, the South 3/4 of the South 1/2 of the Northeast 1/4, of Section 32, Township 42 South, Range 30 East.

(5) The Rights-of-way for State Road 80 and the Seaboard Coastline Railroad.

AND LESS AND EXCEPT THE FOLLOWING PARCELS IN HENDRY COUNTY:

(1) “PORT LABELLE UNIT 4” as recorded in Plat Book 3, Page 86.

(2) “PORT LABELLE UNIT 5” as recorded in Plat Book 3, Page 104.

(3) “PORT LABELLE HOLIDAY PARK UNIT 1” as recorded in Plat Book 4, Page 3.

(4) A portion of Section 10, Township 43 South, Range 29 East, described as follows: Commence at the Northwest corner of the Southwest 1/4 of said Section 10; thence South 708 feet to the Point of Beginning; thence Easterly, parallel with the North line of said Southwest 1/4, 300 feet; thence Southerly, 108 feet; thence Westerly, 300 feet; thence Northerly, 108 feet to the Point of Beginning.

(5) That portion of Section 1 and 12, Township 43 South, Range 29 East, more particularly described as follows:

(a) Section 1: Begin at the South quarter (S1/4) corner of said Section 1; thence, run N 89°20'09" E, 17.48 feet along the South line of said Section 1; thence, run N 01°08'17" W, 282.88 feet to the South Right-of-way of State Road 80; thence, Southwesterly along a curve to the right, being also along the South Right-of-way line of State Road 80 for 612.65 feet, more or less, to the South line of said Section 1; thence S 89°36'26" E, along the South line of said Section 1, for 530.67 feet to the Point of Beginning.

(b) Section 12: Begin at the North quarter (N1/4) corner of said Section 12; thence, run N 89°20'09" E, for 17.48 feet along the North line of said Section 12; thence, run S 01°08'17" E, for 3,412.79 feet; thence, run S 89°31'35" W, for 2,447.59 feet to the West line of said Section 12; thence, run N 00°39'41" W along the West line of said Section 12, for 3,329.58 feet to the South Right-of-way of State Road 80; thence, run along the South Right-of-way line of State Road 80 for 1,891 feet, more or less, to the North line of said Section 12, thence, run S 89°36'26" E, along said North line of Section 12, for 530.67 feet to the Point of Beginning.

(6) East 1/2 of the East 1/2 of the Northwest 1/4 of the Northwest 1/4 and the West 1/2 of the West 1/2 of the West 1/2 of the Northeast 1/4 of the Northwest 1/4 of Section 14, Township 43 South, Range 29 East.

(7) The North 1/2 of the Northwest 1/4 and the Northwest 1/4 of the Northeast 1/4 of Section 7, Township 43 South, Range 30 East.

(8) The Rights-of-way for State Road 80 and the Seaboard Coastline Railroad.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 10-24-82, Formerly 42D-1.02, Technical Change 4-10-26.

Fla. Admin. Code R. 42D-1.003 Supervisors

The following five persons are designated as the initial members of the Board of supervisors: C. C. Crump, Gordon Pfersich, James E. Clark, Wayne L. Allen, Lawrence W. Mobley.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 10-24-82, Formerly 42D-1.03, Technical Change 4-10-26.

Division 42YY River Hall Community Development District

Chapter 42YY-1 RIVER HALL COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42YY-1.001 Establishment

The River Hall Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 4-21-05.

Fla. Admin. Code R. 42YY-1.002 Boundary

The boundaries of the District are as follows:

Parcel in

Sections 25, 26, 27, 34, 35 and 36, Township 43 South, Range 26 East

Lee County, Florida

A tract or parcel of land lying in Sections 25, 26, 27, 34, 35 and 36, Township 43 South, Range 26 East, Lee County, Florida, said tract or parcel of land being more particularly described as follows:

Beginning at the Southeast corner of said Section 34 run N 00°59'34" W along the East line of the Southeast Quarter (SE 1/4) of said Section 34 for 2,654.70 feet to the East Quarter corner of said Section 34; thence run S 89°15'30" W along the North line of the South Half (S 1/2) of said Section 34 for 5,100.92 feet to a point on a non-tangent curve at the intersection with the Easterly line of lands described in a deed recorded in Official Record Book 4107, at Page 886, Lee County Records; thence run northwesterly along said Easterly line and along an arc of curve to the left of radius 240.00 feet (delta 21°30'24") (chord bearing N 34°21'11" W) (chord 89.56 feet) for 90.09 feet to a point of tangency; thence run N 45°06'23" W along said Easterly line for 156.71 feet to a point of curvature; thence run northwesterly along said Easterly line and along an arc of curve to the left of radius 240.00 feet (delta 06°54'55") (chord bearing N 48°33'50" W) (chord 28.95 feet) for 28.97 feet to an intersection with the West line of the Northwest Quarter (NW 1/4) of said Section 34; thence run N 00°49'55" W along said West line for 2,437.57 feet to the Southwest corner of said Section 27; thence run N 00°49'48" W along the West line of the Southwest Quarter (SW 1/4) of said Section 27 for 659.59 feet to the Southwest corner of the Northwest Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 27; thence run N 89°06'39" E along the South line of the North Half (N 1/2) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 27 for 1,318.66 feet to the Southeast corner of the Northeast Quarter (NE 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of said Section 27; thence run N 00°50'33" W along the East line of said Fraction for 660.48 feet to the Northeast corner of said Fraction; thence run S 89°04'20" W along the North line of said Fraction for 659.26 feet to the Southeast corner of the Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of said Section 27; thence run N 00°50'10" W along the East line of said Fraction for 660.23 feet to the Northeast Corner of said Fraction; thence run S 89°02'22" W along the North line of said Fraction for 659.19 feet to an intersection with the West line of the Southwest Quarter (SW 1/4) of said Section 27; thence run N 00°49'48" W along said West line for 659.85 feet to the West Quarter corner of said Section 27; thence run N 00°47'16" W along the West line of the Northwest Quarter (NW 1/4) of said Section 27 for 1,328.51 feet to an intersection with the Southerly right-of-way line of State Road 80, (150 feet wide); thence run N 77°10'14" E along said Southerly right-of-way line for 2,020.27 feet to an intersection with the West line of the Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 27; thence run S 00°50'17" E along said West line for 421.56 feet to the Southwest corner of said Fraction, being designated as POINT “A”; thence run N 88°54'52" E along the South line of said Fraction for 658.74 feet to an intersection with the West line of the East Half (E 1/2) of said Section 27; thence run S 00°51'17" E along said West line for 2,065.72 feet to an intersection with the Southwesterly line of Conservation Easement CE-5, described in a deed recorded in Official Record Book 3492, at Page 568, Lee County Records; thence run along said Southwesterly line the following courses: S 89°09'06" W for 37.27 feet to a point on a non-tangent curve; northwesterly along an arc of curve to the left of radius 544.11 feet (delta 28°08'56") (chord bearing N 29°19'43" W) (chord 264.63 feet) for 267.31 feet to a point on a non-tangent curve; northerly along an arc of curve to the right of radius 76.19 feet (delta 50°10'58") (chord bearing N 18°17'17" W) (chord 64.62 feet) for 66.73 feet to a point on a non-tangent curve; and northerly along an arc of curve to the left of radius 294.98 feet (delta 04°38'23") (chord bearing N 04°29'11" E) (chord 23.88 feet) for 23.89 feet; thence run S 89°59'57" W along a non-tangent line for 290.94 feet to a point on a non-tangent curve and an intersection with the Southerly line of Conservation Easement CE-6, described in a deed recorded in Official Record Book 3492, at Page 568, Lee County Records; thence run along said Southerly line the following courses: southerly along an arc of curve to the left of radius 366.19 feet (delta 02°13'10") (chord bearing S 03°58'21" W) (chord 14.18 feet) for 14.19 feet; S 69°32'12" W along a non-tangent line for 112.75 feet to a point on a non-tangent curve; southwesterly along an arc of curve to the left of radius 175.00 feet (delta 102°58'00") (chord bearing S 52°06'04" W) (chord 273.85 feet) for 314.49 feet; S 88°44'23" W along a non-tangent line for 23.42 feet; S 71°47'56" W for 48.67 feet; S 07°58'00" W for 35.55 feet; S 03°55'13" E for 56.03 feet; S 23°32'56" W for 47.94 feet; S 33°25'14" W for 36.18 feet; S 12°58'58" W for 61.88 feet; N 86°33'52" W for 89.92 feet; and S 82°52'46" W for 49.35 feet; thence run S 84°07'47" W along said Southerly line and the extension thereof for 87.43 feet to a point on a non-tangent curve; thence run southeasterly along an arc of curve to the left of radius 700.00 feet (delta 34°14'28") (chord bearing S 52°26'02" E) (chord 412.14 feet) for 418.33 feet to a point of tangency; thence run S 69°33'15" E for 283.26 feet to a point of curvature; thence run southeasterly along an arc of curve to the right of radius 550.00 feet (delta 53°24'45") (chord bearing S 42°50'53" E) (chord 494.36 feet) for 512.72 feet to a point of tangency; thence run S 16°08'30" E for 429.10 feet to a point of curvature; thence run southerly along an arc of curve to the left of radius 700.00 feet (delta 02°04'24") (chord bearing S 17°10'43" E) (chord 25.33 feet) for 25.33 feet to an intersection with the Northerly right-of-way line of the former Seaboard All Florida Railroad (100 feet wide) and Florida Power & Light Co. Easement (100 feet wide), described in a deed recorded in Deed Book 230, at Page 106, Lee County Records; thence run N 89°00'08" E along a non-tangent line and said Northerly right-of-way line for 112.79 feet to an intersection with the West line of the East Half (E 1/2) of said Section 27; thence run S 00°51'17" E along said West line for 50.00 feet to an intersection with the North line of the South 50 feet of said former Seaboard All Florida Railroad right-of-way (100 feet wide); thence run N 89°00'08" E along said North line for 7,949.61 feet to an intersection with the West line of the Southwest Quarter (SW 1/4) of said Section 25; thence run N 00°33'55" W along said West line for 50.00 feet to an intersection with the Northerly right-of-way line of the former Seaboard All Florida Railroad (100 feet wide); thence run N 89°00'08" E along said right-of-way line for 5,295.61 feet to an intersection with the East line of the Southeast Quarter (SE 1/4) of said Section 25; thence run S 01°39'28" E along said East line for 629.62 feet to the Northeast Corner of said Section 36 being designated as POINT “B”; thence run S 00°16'51" E along the East line of the Northeast Quarter (NE 1/4) of said Section 36 for 2,647.36 feet to the East Quarter Corner of said Section 36; thence run S 00°45'42" E along the East line of the Southeast Quarter (SE 1/4) of said Section 36 for 2,644.68 feet to the Southeast Corner of said Section 36; thence run S 89°12'27" W along the South line of the Southeast Quarter (SE 1/4) of said Section 36 for 2,644.62 feet to the South Quarter Corner of said Section 36; thence run S89°11'43"W along the South line of the Southwest Quarter (SW 1/4) of said Section 36 for 2,643.63 feet to the Southeast Corner of said Section 35; thence run S 88°54'06" W along the South line of the Southeast Quarter (SE 1/4) of said Section 35 for 2643.62 feet to the South Quarter Corner of said Section 35; thence run S 88°53'41" W along the South line of the Southwest Quarter (SW 1/4) of said Section 35 for 2,642.70 feet to the POINT OF BEGINNING.

LESS and EXCEPT the following described parcels.

From the point designated as POINT “A” run S 88°54'52" W along the South line of the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of said Section 27 for 658.74 feet to the Northeast Corner of the Northeast Quarter (NE 1/4) of the Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of said Section 27 and POINT OF BEGINNING.

From said Point of Beginning run S 00°49'17" E along the East line of said Fraction for 660.13 feet to the Southeast Corner of said Fraction; thence run S 88°57'38" W along the South line of said Fraction for 658.93 feet to the Southwest Corner of said Fraction; thence run N 00°48'16" W along the West line of said Fraction for 659.60 feet to the Northwest Corner of said Fraction; thence run N 88°54'52" E along the North line of said Fraction for 658.74 feet to the POINT OF BEGINNING.

AND

LESS and EXCEPT the following described parcel.

From the point designated as POINT “B” run S 88°44'46" W along the South line of the Southeast Quarter (SE 1/4) of said Section 25 for 2,674.22 feet to the South Quarter Corner of said Section 25; thence run S 89°12'44" W along the South line of the Southwest Quarter (SW 1/4) of said Section 25 for 2,633.46 feet to the Southeast Corner of said Section 26 and the POINT OF BEGINNING.

From said Point of Beginning run S 89°14'15" W along the South line of the Southeast Quarter (SE 1/4) of said Section 26 for 1,327.50 feet to the Southwest Corner of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of said Section 26; thence run N 00°23'46" W along the West line of said Fraction for 526.48 feet to an intersection with the Southerly right-of-way line of the former Seaboard All Florida Railroad (100 feet wide); thence run N 89°00'08" E along said Southerly right-of-way line for 1,325.98 feet to an intersection with the East line of the Southeast Quarter (SW 1/4) of said Section 26; thence run S 00°33'55" E along said East line for 531.91 feet to the POINT OF BEGINNING.

Containing a Total Area of 1958.43 Acres, more or less.

Bearings hereinabove mentioned are State Plane for the Florida West Zone (1983/90 adjustment) and are based on the West line of the Northwest Quarter (NW 1/4) of said Section 34 to bear N 00°49'55" W.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 4-21-05, Amended 7-20-06.

Fla. Admin. Code R. 42YY-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: James P. Harvey, Graydon Miars, Daniel Coe, Joe Carbonara, and Roger Postlethwaite.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 4-21-05.

Division 42FFF Rivers Edge Community Development District

Chapter 42FFF-1 Rivers Edge Community Development District

Fla. Admin. Code R. 42FFF-1.001 Establishment

The Rivers Edge Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 11-1-06.

Fla. Admin. Code R. 42FFF-1.002 Boundary of Surviving District

The boundaries of the district, as amended, are those set forth in Exhibit “4” to the Amended and Restated Petition to Amend the Boundary of the Rivers Edge Community Development District filed with the Commission on July 6, 2016, under Commission Case Number CDD-16-003. The Amended and Restated Petition to Amend the Boundary of the Rivers Edge Community Development District filed with the Commission on July 6, 2016, under Commission Case Number CDD-16-003, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-08355, and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Rivers Edge Community Development District = 1,676.79 acres, more or less.

History

Rulemaking Authority 190.004, 190.005, 190.046(1) FS. Law Implemented 190.004, 190.005, 190.046 FS. History-New 11-1-06, Amended 9-6-11, 6-25-17.

Fla. Admin. Code R. 42FFF-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: William Petkoski, Scott Parr, Michael Veazy, Harry Waldron, and Michael Davis.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 11-1-06.

Division 42DD Sampson Creek Community Development District

Chapter 42DD-1 SAMPSON CREEK COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42DD-1.001 Establishment

The Sampson Creek Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 8-1-00.

Fla. Admin. Code R. 42DD-1.002 Boundary

The boundaries of the district are as follows:

PARCEL A

A PART OF SECTIONS 17, 19, 20, 29 AND 41, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT A CONCRETE RAYONIER MONUMENT SITUATED IN THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210 (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED), AT THE MOST WESTERLY CORNER OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 215, PAGE 876 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY; THENCE S 32 DEGREES 12'14" E, ALONG THE SOUTHWESTERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 325.08 FEET TO A CONCRETE RAYONIER MONUMENT; THENCE S 78 DEGREES 39'07" E, ALONG THE SOUTHERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 444.40 FEET; THENCE S 23 DEGREES 06'51" W, A DISTANCE OF 4,424.78 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1,590.00 FEET; THENCE SOUTHWESTERLY 1,100.22 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING S 42 DEGREES 56'15" W AND A CHORD DISTANCE OF 1,078.40 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE S 62 DEGREES 45'39" W, A DISTANCE OF 427.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1,700.10 FEET; THENCE SOUTHWESTERLY 1,086.64 FEET ALONG THE ARC OF SAID CURVE A CHORD BEARING S 44 DEGREES 33'22" W AND A CHORD DISTANCE OF 1,068.45 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE S 26 DEGREES 21'05" W, A DISTANCE OF 429.59 FEET; THENCE DUE WEST 787.18 FEET; THENCE N 61 DEGREES 55'39" W, A DISTANCE OF 832.24 FEET; THENCE DUE NORTH A DISTANCE OF 600.00 FEET; THENCE DUE EAST, A DISTANCE OF 750.00 FEET; THENCE DUE NORTH, A DISTANCE OF 600.00 FEET; THENCE N 72 DEGREES 15'19" E, A DISTANCE OF 2,624.88 FEET; THENCE N 00 DEGREES 00'43" E, A DISTANCE OF 2,449.07 FEET; THENCE N 58 DEGREES 23'09" E, A DISTANCE OF 1,526.49 FEET; THENCE N 32 DEGREES 28'57" W, A DISTANCE OF 706.30 FEET; THENCE NORTHEASTERLY 187.88 FEET ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2,339.48 FEET, ALONG THE AFORESAID SOUTHEASTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210, A CHORD BEARING N 60 DEGREES 05'51" E, AND A CHORD DISTANCE OF 187.83 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N 57 DEGREES 47'48" E, ALONG SAID SOUTHEASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 438.25 FEET TO THE POINT OF BEGINNING CONTAINING 179.05 ACRES MORE OR LESS; BEING THE SAME LANDS DESCRIBED AS PARCEL A, IN OFFICIAL RECORDS BOOK 724, PAGE 1696 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY.

PARCEL B

A PART OF SECTIONS 20, 28 AND 29, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT A CONCRETE RAYONIER MONUMENT SITUATED IN THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210 (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED), AT THE MOST WESTERLY CORNER OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 215, PAGE 876 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY; THENCE S 32 DEGREES 12'14" E, ALONG THE SOUTHWESTERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 325.08 FEET TO A CONCRETE RAYONIER MONUMENT; THENCE S 78 DEGREES 39'07" E, ALONG THE SOUTHERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 566.97 FEET; THENCE S 23 DEGREES 06'51" W, A DISTANCE OF 1,621.90 FEET TO THE POINT OF BEGINNING; THENCE S 38 DEGREES 14'02" E, A DISTANCE OF 2,347.25 FEET; THENCE S 15 DEGREES 56'43" E, A DISTANCE OF 2,233.98 FEET; THENCE N 89 DEGREES 58'05" E, A DISTANCE OF 1,034.24 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 95 (I-95); THENCE SOUTHEASTERLY 1,394.21 FEET ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 3,926.77 FEET, A CHORD BEARING S 17 DEGREES 18'47" E AND A CHORD DISTANCE OF 1,386.90 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE S 27 DEGREES 29'04" E, CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF I-95, A DISTANCE OF 771.76 FEET; THENCE S 30 DEGREES 56'36" W, A DISTANCE OF 806.94 FEET; THENCE S 89 DEGREES 58'25" W, A DISTANCE OF 4301.90 FEET; THENCE N 00 DEGREES 00'09" W, A DISTANCE OF 805.66 FEET; THENCE N 63 DEGREES 38'55" W, A DISTANCE OF 2,590.10 FEET; THENCE N 26 DEGREES 21'05" E, A DISTANCE OF 429.59 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1,590.00 FEET; THENCE NORTHEASTERLY 1010.39 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING N 44 DEGREES 33'22" E, AND A CHORD DISTANCE OF 993.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N 62 DEGREES 45'39" E, A DISTANCE OF 427.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1,710.00 FEET; THENCE NORTHEASTERLY 1,183.26 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING N 42 DEGREES 56'15" E AND A CHORD DISTANCE OF 1,159.79 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N 23 DEGREES 06'51" E, A DISTANCE OF 648.62 FEET; THENCE S 89 DEGREES 43'40" E, A DISTANCE OF 387.99 FEET; THENCE N 00 DEGREES 14'32" E, A DISTANCE OF 603.56 FEET; THENCE N 82 DEGREES 20'31" W, A DISTANCE OF 127.59 FEET; THENCE N 23 DEGREES 06'51" E, A DISTANCE OF 1,506.34 FEET TO THE POINT OF BEGINNING CONTAINING 539.14 ACRES MORE OR LESS BEING THE SAME LANDS DESCRIBED AS PARCEL B, IN OFFICIAL RECORDS BOOK 724, PAGE 1696 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY.

PARCEL C

A PART OF SECTIONS 17, 20, 29 AND 41, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT A CONCRETE RAYONIER MONUMENT SITUATED IN THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210 (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED), AT THE MOST WESTERLY CORNER OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 215, PAGE 876 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY; THENCE S 32 DEGREES 12'14" E, ALONG THE SOUTHWESTERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 325.08 FEET TO A CONCRETE RAYONIER MONUMENT; THENCE S 78 DEGREES 39'07" E, ALONG THE SOUTHERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 444.40 FEET; THENCE S 23 DEGREES 06'51" W, A DISTANCE OF 1,531.33 FEET TO THE POINT OF BEGINNING; THENCE S 23 DEGREES 06'51" W, A DISTANCE OF 2,893.44 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1,590.00 FEET; THENCE SOUTHWESTERLY 1,100.22 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING S 42 DEGREES 56'15" W AND A CHORD DISTANCE OF 1,078.40 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE S 62 DEGREES 45'39" W, A DISTANCE OF 427.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1,710.00 FEET; THENCE SOUTHWESTERLY 1,086.64 FEET ALONG THE ARC OF SAID CURVE A CHORD BEARING S 44 DEGREES 33'22" W AND A CHORD DISTANCE OF 1,068.45 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE S 26 DEGREES 21'05" W, A DISTANCE OF 429.59 FEET; THENCE S 63 DEGREES 38'55" E, A DISTANCE OF 120.00 FEET; THENCE N 26 DEGREES 21'05" E, A DISTANCE OF 429.59 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 1,590.00 FEET; THENCE NORTHEASTERLY 1,010.39 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING N 44 DEGREES 33'22" E AND A CHORD DISTANCE OF 993.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N 62 DEGREES 45'39" E, A DISTANCE OF 427.87 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1,710.00 FEET; THENCE NORTHEASTERLY 1,183.26 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING N 42 DEGREES 56'15" E AND A CHORD DISTANCE OF 1,159.79 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N 23 DEGREES 06'51" E, A DISTANCE OF 2,827.87 FEET; THENCE N 66 DEGREES 53'09" W, A DISTANCE OF 120.00 FEET TO THE POINT OF BEGINNING CONTAINING 16.18 ACRES MORE OR LESS; BEING A PART OF THE SAME LANDS DESCRIBED AS PARCEL C, IN OFFICIAL RECORDS BOOK 724, PAGE 1696 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY.

PARCEL D

A PART OF SECTIONS 17, AND 20, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT A CONCRETE RAYONIER MONUMENT SITUATED IN THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210 (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED), AT THE MOST WESTERLY CORNER OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 215, PAGE 876 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY; THENCE S 57 DEGREES 47'48" W, ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 438.25 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2,339.48 FEET; THENCE SOUTHWESTERLY 187.88 FEET ALONG THE ARC OF SAID CURVE, A CHORD BEARING S 60 DEGREES 05'51" W AND A CHORD DISTANCE OF 187.83 FEET TO THE POINT OF BEGINNING; THENCE S 32 DEGREES 28'57" W, A DISTANCE OF 706.30 FEET; THENCE S 58 DEGREES 23'09" W, A DISTANCE OF 1,526.49 FEET; THENCE N 00 DEGREES 00'43" E, A DISTANCE OF 1,135.26 FEET; THENCE NORTHEASTERLY 963.47 FEET ALONG THE AFORESAID SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210, ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2,339.48 FEET, A CHORD BEARING N 74 DEGREES 11'46" E AND A CHORD DISTANCE OF 956.67 FEET TO THE POINT OF BEGINNING; CONTAINING 23.64 ACRES MORE OR LESS;

PARCEL E

A PART OF SECTIONS 28 AND 29, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT A CONCRETE RAYONIER MONUMENT SITUATED IN THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. 210 (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED), AT THE MOST WESTERLY CORNER OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 215, PAGE 876 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY; THENCE S 32 DEGREES 12'14" E, ALONG THE SOUTHWESTERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 325.08 FEET TO A CONCRETE RAYONIER MONUMENT THENCE S 78 DEGREES 39'07" E, ALONG THE SOUTHERLY BOUNDARY OF SAID LANDS, A DISTANCE OF 566.97 FEET; THENCE S 23 DEGREES 06'51" W, A DISTANCE OF 1,621.90 FEET; THENCE S 38 DEGREES 14'02" E, A DISTANCE OF 2,347.25 FEET; THENCE S 15 DEGREES 56'43" E, A DISTANCE OF 2233.98 FEET; THENCE N 89 DEGREES 58'05" E, A DISTANCE OF 1,034.24 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 95 (I-95); THENCE SOUTHEASTERLY 1,394.21 FEET ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 3,926.77 FEET, A CHORD BEARING S 17 DEGREES 18'47" E AND A CHORD DISTANCE OF 1,386.90 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE S 27 DEGREES 29'04" E, CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF I-95, A DISTANCE OF 771.76 FEET; THENCE S 30 DEGREES 56'36" W, A DISTANCE OF 806.94 FEET; THENCE S 89 DEGREES 58'25" W, A DISTANCE OF 177.43 FEET TO THE POINT OF BEGINNING; THENCE S 33 DEGREES 17'36" W, A DISTANCE OF 118.78 FEET; THENCE S 22 DEGREES 47'34" W, A DISTANCE OF 84.46 FEET; THENCE S 42 DEGREES 22'03" W, A DISTANCE OF 268.72 FEET; THENCE S 48 DEGREES 53'11" W, A DISTANCE OF 117.43 FEET; THENCE S 58 DEGREES 05'45" W, A DISTANCE OF 434.94 FEET; THENCE S 74 DEGREES 34'25" W, A DISTANCE OF 93.54 FEET; THENCE S 87 DEGREES 08'14" W, A DISTANCE OF 294.15 FEET; THENCE S 80 DEGREES 44'39" W, A DISTANCE OF 9.55 FEET; THENCE S 88 DEGREES 00'58" W, A DISTANCE OF 70.77 FEET; THENCE S 75 DEGREES 10'10" W, A DISTANCE OF 2,470.49 FEET; THENCE N 21 DEGREES 32'44" W, A DISTANCE OF 1457.75 FEET; THENCE N 89 DEGREES 58'25" E, A DISTANCE OF 4,124.47 FEET TO THE POINT OF BEGINNING CONTAINING 80.0 ACRES MORE OR LESS;

PARCEL F

A PART OF SECTIONS 28 AND 29, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE NORTHWEST CORNER OF A 38.00 ACRE CONSERVATION EASEMENT DESCRIBED IN EXHIBIT A RECORDED IN OFFICIAL RECORDS BOOK 1201, PAGE 1121 OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA; THENCE SOUTHERLY ALONG THE WEST LINE OF SAID CONSERVATION EASEMENT THE FOLLOWING SEVEN COURSES: COURSE (1) S 02 DEGREES 27'40" E, A DISTANCE OF 240.76 FEET; COURSE (2) S 86 DEGREES 46'19" E, A DISTANCE OF 315.11 FEET; COURSE (3) S 60 DEGREES 42'09" E, A DISTANCE OF 98.24 FEET; COURSE (4) S 88 DEGREES 36'23" E, A DISTANCE OF 161.94 FEET; COURSE (5) S 00 DEGREES 43'05" E, A DISTANCE OF 210.42 FEET; COURSE (6) S 54 DEGREES 21'35"W, A DISTANCE OF 565.23 FEET; COURSE (7) S 31 DEGREES 12'25" E, A DISTANCE OF 206.04 FEET; THENCE N 89 DEGREES 37'57" W, A DISTANCE OF 546.00 FEET; THENCE N 56 DEGREES 41'25" W, A DISTANCE OF 1217.03 FEET; THENCE N 75 DEGREES 10'10" E, A DISTANCE OF 1,386.59 FEET TO THE POINT OF BEGINNING CONTAINING 24.84 ACRES MORE OR LESS.

CONSERVATION EASEMENT

38.00 ACRE CONSERVATION EASEMENT DESCRIBED IN EXHIBIT A RECORDED IN OFFICIAL RECORDS BOOK 1201, PAGE 1121, OF THE PUBLIC RECORDS OF ST. JOHNS COUNTY, FLORIDA.

PARCEL G

A PARCEL OF LAND BEING A PORTION OF SECTIONS 20 AND 21, TOWNSHIP 5 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF THE F. J. FATIO GRANT, SECTION 40, SAID TOWNSHIP 5 SOUTH, RANGE 28 EAST, SAID POINT BEING MONUMENTED BY A LIGHTER WOOD POST; THENCE N 88 DEGREES 35'02" E, ALONG THE SOUTH LINE OF SAID SECTION 40 (BEING THE NORTH LINE OF SAID SECTIONS 20 AND 21), A DISTANCE OF 861.65 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 9, ALSO KNOWN AS INTERSTATE I-95 (A 300 FOOT LIMITED ACCESS RIGHT-OF-WAY AS PER THE STATE OF FLORIDA, STATE ROAD DEPARTMENT RIGHT-OF-WAY MAP SECTION NO. 78080-2403, RECORDED IN ROAD PLAT BOOK 1, PAGE 1 OF THE PUBLIC RECORDS OF SAID ST. JOHNS COUNTY, FLORIDA); THENCE S 03 DEGREES 07'28" E, ALONG THE WESTERLY LINE OF SAID STATE ROAD NO. 9, ALSO KNOWN AS INTERSTATE I-95, A DISTANCE OF 1,529.33 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE, THE FOLLOWING TWO (2) COURSES: COURSE NO. 1: S 03 DEGREES 07'28" E, A DISTANCE OF 2,724.01 FEET TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHERLY; COURSE NO. 2: THENCE SOUTHERLY ALONG AND AROUND THE ARC OF A CURVE BEING CONCAVE EASTERLY, HAVING A RADIUS OF 3,925.72 FEET, THROUGH A CENTRAL ANGLE OF 04 DEGREES 05'20" TO THE LEFT, AN ARC DISTANCE OF 280.15 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 21, LAST SAID LINE BEING SUBTENDED BY A CHORD BEARING A DISTANCE OF S 05 DEGREES 10'08" E, 280.09 FEET; THENCE S 89 DEGREES 58'05" W, ALONG THE AFORESAID SOUTH LINE OF SAID SECTION 21, AND THEN ALONG THE SOUTH LINE OF SAID SECTION 20, A DISTANCE OF 1,031.26 FEET TO A POINT; THENCE N 15 DEGREES 56'43" W, A DISTANCE OF 2,233.98 FEET TO A POINT; THENCE N 38 DEGREES 14'02" W, A DISTANCE OF 1,779.51 FEET; THENCE N 56 DEGREES 56'37" E, A DISTANCE OF 45.05 FEET; THENCE N 84 DEGREES 58'49" E, A DISTANCE OF 33.97 FEET; THENCE S 45 DEGREES 12'54" E, A DISTANCE OF 40.39 FEET; THENCE N 54 DEGREES 28'38" E, A DISTANCE OF 32.35 FEET; THENCE N 20 DEGREES 07'33" W, A DISTANCE OF 50.80 FEET; THENCE N 41 DEGREES 31'46" E, A DISTANCE OF 60.26 FEET; THENCE N 33 DEGREES 02'14" W, A DISTANCE OF 50.24 FEET; THENCE N 65 DEGREES 37'11" E, A DISTANCE OF 55.27 FEET; THENCE N 62 DEGREES 47'45" E, A DISTANCE OF 45.40 FEET; THENCE S 43 DEGREES 26'38" E, A DISTANCE OF 49.66 FEET; THENCE S 42 DEGREES 18'16" W, A DISTANCE OF 93.80 FEET; THENCE S 13 DEGREES 18'36" W, A DISTANCE OF 74.66 FEET; THENCE S 02 DEGREES 58'19" E, A DISTANCE OF 34.98 FEET; THENCE S 71 DEGREES 56'02" W, A DISTANCE OF 38.01 FEET; THENCE S 13 DEGREES 12'52" W, A DISTANCE OF 90.35 FEET; THENCE N 85 DEGREES 01'22" E, A DISTANCE OF 38.00 FEET; THENCE N 55 DEGREES 55'32" E, A DISTANCE OF 66.14 FEET; THENCE S 18 DEGREES 33'36" E, A DISTANCE OF 44.41 FEET; THENCE S 63 DEGREES 55'06" E, A DISTANCE OF 45.45 FEET; THENCE S 17 DEGREES 08'24" W, A DISTANCE OF 57.02 FEET; THENCE S 65 DEGREES 29'57" E, A DISTANCE OF 45.89 FEET; THENCE S 89 DEGREES 21'43" E, A DISTANCE OF 46.92 FEET; THENCE N 17 DEGREES 03'33" E, A DISTANCE OF 60.93 FEET; THENCE N 09 DEGREES 18'18" W, A DISTANCE OF 63.70 FEET; THENCE N 25 DEGREES 45'36" W, A DISTANCE OF 51.19 FEET; THENCE N 81 DEGREES 55'37" W, A DISTANCE OF 45.14 FEET; THENCE N 22 DEGREES 32'12" E, A DISTANCE OF 43.18 FEET; THENCE N 52 DEGREES 01'59" W, A DISTANCE OF 31.49 FEET; THENCE N 30 DEGREES 47'13" W, A DISTANCE OF 34.23 FEET; THENCE N 76 DEGREES 11'45" E, A DISTANCE OF 51.53 FEET; THENCE N 66 DEGREES 46'51" E, A DISTANCE OF 54.96 FEET; THENCE S 18 DEGREES 05'28" E, A DISTANCE OF 36.46 FEET; THENCE N 35 DEGREES 34'17" E, A DISTANCE OF 59.04 FEET; THENCE S 76 DEGREES 13'03" E, A DISTANCE OF 43.73 FEET; THENCE N 26 DEGREES 26'15" E, A DISTANCE OF 55.87 FEET; THENCE S 62 DEGREES 53'03" E, A DISTANCE OF 55.82 FEET; THENCE S 01 DEGREE 23'50" W, A DISTANCE OF 63.71 FEET; THENCE S 68 DEGREES 07'06" W, A DISTANCE OF 50.33 FEET; THENCE S 41 DEGREES 14'29" W, A DISTANCE OF 42.88 FEET; THENCE S 19 DEGREES 12'34" E, A DISTANCE OF 46.82 FEET; THENCE S 20 DEGREES 30'09" E, A DISTANCE OF 30.94 FEET; THENCE S 45 DEGREES 06'36" E, A DISTANCE OF 34.10 FEET; THENCE N 41 DEGREES 17'30" E, A DISTANCE OF 52.03 FEET; THENCE N 15 DEGREES 39'51" E, A DISTANCE OF 57.52 FEET; THENCE S 84 DEGREES 59'23" E, A DISTANCE OF 49.25 FEET; THENCE N 54 DEGREES 37'43" E, A DISTANCE OF 46.97 FEET; THENCE S 75 DEGREES 25'32" E, A DISTANCE OF 40.39 FEET; THENCE S 33 DEGREES 50'56" E, A DISTANCE OF 53.43 FEET; THENCE N 74 DEGREES 53'51" E, A DISTANCE OF 66.32 FEET; THENCE N 39 DEGREES 00'22" E, A DISTANCE OF 50.69 FEET; THENCE S 65 DEGREES 36'27" E, A DISTANCE OF 34.62 FEET; THENCE N 73 DEGREES 15'34" E, A DISTANCE OF 39.52 FEET; THENCE S 44 DEGREES 26'10" E, A DISTANCE OF 25.79 FEET; THENCE S 21 DEGREES 54'48" W, A DISTANCE OF 33.67 FEET; THENCE S 11 DEGREES 18'36" W, A DISTANCE OF 50.78 FEET; THENCE S 89 DEGREES 06'21" E, A DISTANCE OF 31.38 FEET; THENCE N 42 DEGREES 52'21" E, A DISTANCE OF 41.71 FEET; THENCE N 27 DEGREES 22'13" W, A DISTANCE OF 51.49 FEET; THENCE N 11 DEGREES 35'50" E, A DISTANCE OF 38.34 FEET; THENCE N 45 DEGREES 02'28" E, A DISTANCE OF 66.70 FEET; THENCE S 83 DEGREES 26'05" E, A DISTANCE OF 50.80 FEET; THENCE N 63 DEGREES 58'25" E, A DISTANCE OF 78.46 FEET; THENCE S 16 DEGREES 35'37" E, A DISTANCE OF 36.74 FEET; THENCE S 26 DEGREES 08'23" E, A DISTANCE OF 56.48 FEET; THENCE N 75 DEGREES 03'57" E, A DISTANCE OF 39.91 FEET; THENCE N 57 DEGREES 18'52" E, A DISTANCE OF 45.86 FEET; THENCE N 88 DEGREES 52'38" E, A DISTANCE OF 90.93 FEET; THENCE S 62 DEGREES 08'48" E, A DISTANCE OF 44.65 FEET; THENCE S 40 DEGREES 46'20" E, A DISTANCE OF 37.61 FEET; THENCE S 20 DEGREES 23'46" E, A DISTANCE OF 51.75 FEET; THENCE S 73 DEGREES 55'36" E, A DISTANCE OF 29.33 FEET; THENCE N 59 DEGREES 24'29" E, A DISTANCE OF 36.85 FEET; THENCE S 80 DEGREES 53'42" E, A DISTANCE OF 31.74 FEET; THENCE N 38 DEGREES 51'41" E, A DISTANCE OF 68.08 FEET; THENCE N 55 DEGREES 25'36" E, A DISTANCE OF 82.37 FEET; THENCE S 64 DEGREES 53'11" E, A DISTANCE OF 59.83 FEET; THENCE S 74 DEGREES 56'08" E, A DISTANCE OF 90.32 FEET; THENCE S 15 DEGREES 00'44" E, A DISTANCE OF 96.81 FEET; THENCE S 18 DEGREES 02'48" W, A DISTANCE OF 90.44 FEET; THENCE S 07 DEGREES 59'12" E, A DISTANCE OF 58.67 FEET; THENCE S 03 DEGREES 46'51" W, A DISTANCE OF 60.60 FEET; THENCE S 10 DEGREES 30'12" W, A DISTANCE OF 65.08 FEET; THENCE S 66 DEGREES 36'49" E, A DISTANCE OF 44.20 FEET; THENCE N 35 DEGREES 15'09" E, A DISTANCE OF 46.31 FEET; THENCE N 38 DEGREES 54'07" E, A DISTANCE OF 36.51 FEET; THENCE S 48 DEGREES 56'39" E, A DISTANCE OF 27.70 FEET; THENCE S 16 DEGREES 42'43" E, A DISTANCE OF 25.04 FEET; THENCE S 35 DEGREES 48'31" W, A DISTANCE OF 30.00 FEET; THENCE S 45 DEGREES 47'56" W, A DISTANCE OF 46.84 FEET; THENCE S 50 DEGREES 18'47" E, A DISTANCE OF 62.46 FEET; THENCE S 10 DEGREES 34'27" W, A DISTANCE OF 87.97 FEET; THENCE S 66 DEGREES 33'13" W, A DISTANCE OF 41.47 FEET; THENCE N 32 DEGREES 48'46" W, A DISTANCE OF 42.66 FEET; THENCE S 72 DEGREES 41'18" W, A DISTANCE OF 31.22 FEET; THENCE S 01 DEGREE 39'28" E, A DISTANCE OF 36.54 FEET; THENCE S 40 DEGREES 32'12" E, A DISTANCE OF 32.10 FEET; THENCE S 73 DEGREES 33'46" E, A DISTANCE OF 58.11 FEET; THENCE N 67 DEGREES 58'31" E, A DISTANCE OF 46.09 FEET; THENCE S 53 DEGREES 30'10" E, A DISTANCE OF 56.99 FEET; THENCE S 48 DEGREES 31'39" E, A DISTANCE OF 58.51 FEET; THENCE S 10 DEGREES 29'16" W, A DISTANCE OF 49.68 FEET; THENCE S 25 DEGREES 58'51" W, A DISTANCE OF 69.60 FEET; THENCE S 22 DEGREES 46'02" E, A DISTANCE OF 27.77 FEET; THENCE S 89 DEGREES 26'05" E, A DISTANCE OF 31.56 FEET; THENCE N 71 DEGREES 23'10" E, A DISTANCE OF 32.09 FEET; THENCE S 50 DEGREES 53'00" E, A DISTANCE OF 57.46 FEET; THENCE S 55 DEGREES 16'53" E, A DISTANCE OF 63.46 FEET; THENCE S 68 DEGREES 28'52" E, A DISTANCE OF 77.45 FEET; THENCE N 73 DEGREES 08'58" E, A DISTANCE OF 75.57 FEET; THENCE S 52 DEGREES 04'59" E, A DISTANCE OF 42.01 FEET; THENCE N 77 DEGREES 17'23" E, A DISTANCE OF 59.16 FEET; THENCE N 41 DEGREES 50'22" E, A DISTANCE OF 49.63 FEET; THENCE S 54 DEGREES 20'06" E, A DISTANCE OF 51.85 FEET; THENCE N 89 DEGREES 30'17" E, A DISTANCE OF 51.53 FEET; THENCE N 27 DEGREES 57'03" E, A DISTANCE OF 25.13 FEET; THENCE N 44 DEGREES 15'20" W, A DISTANCE OF 57.13 FEET; THENCE N 72 DEGREES 42'15" W, A DISTANCE OF 58.48 FEET; THENCE N 57 DEGREES 54'54" W, A DISTANCE OF 24.76 FEET; THENCE N 73 DEGREES 02'24" W, A DISTANCE OF 39.15 FEET; THENCE N 66 DEGREES 00'25" W, A DISTANCE OF 24.14 FEET; THENCE S 81 DEGREES 45'07" E, A DISTANCE OF 26.44 FEET; THENCE N 18 DEGREES 01'16" E, A DISTANCE OF 13.97 FEET; THENCE N 78 DEGREES 16'53" W, A DISTANCE OF 40.72 FEET; THENCE N 75 DEGREES 58'33" W, A DISTANCE OF 45.78 FEET; THENCE N 78 DEGREES 28'08" W, A DISTANCE OF 43.81 FEET; THENCE N 70 DEGREES 47'39" W, A DISTANCE OF 30.16 FEET; THENCE N 62 DEGREES 50'53" W, A DISTANCE OF 20.52 FEET; THENCE S 85 DEGREES 33'07" E, A DISTANCE OF 17.49 FEET; THENCE S 71 DEGREES 56'51" E, A DISTANCE OF 36.36 FEET; THENCE S 75 DEGREES 08'19" E, A DISTANCE OF 31.61 FEET; THENCE S 85 DEGREES 06'52" E, A DISTANCE OF 41.50 FEET; THENCE N 17 DEGREES 36'20" E, A DISTANCE OF 38.39 FEET; THENCE N 43 DEGREES 18'32" E, A DISTANCE OF 22.51 FEET; THENCE S 11 DEGREES 38'51" E, A DISTANCE OF 46.83 FEET; THENCE S 36 DEGREES 43'12" E, A DISTANCE OF 35.57 FEET; THENCE S 80 DEGREES 35'40" E, A DISTANCE OF 34.80 FEET; THENCE N 01 DEGREE 48'04" W, A DISTANCE OF 22.10 FEET; THENCE N 05 DEGREES 23'31" E, A DISTANCE OF 54.65 FEET; THENCE N 30 DEGREES 23'59" E, A DISTANCE OF 35.58 FEET; THENCE N 18 DEGREES 42'50" E, A DISTANCE OF 48.99 FEET; THENCE N 60 DEGREES 56'57" E, A DISTANCE OF 21.06 FEET; THENCE S 70 DEGREES 51'27" E, A DISTANCE OF 62.32 FEET; THENCE N 87 DEGREES 50'43" E, A DISTANCE OF 61.30 FEET; THENCE N 63 DEGREES 12'49" E, A DISTANCE OF 55.55 FEET; THENCE N 68 DEGREES 54'02" E, A DISTANCE OF 31.49 FEET; THENCE N 64 DEGREES 56'05" E, A DISTANCE OF 21.14 FEET TO THE POINT OF BEGINNING CONTAINING 114.57 ACRES MORE OR LESS.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 8-1-00.

Fla. Admin. Code R. 42DD-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Morgan S. Brown, David Tillis, Ed Hill, Harry Waldron, and Nancy Zyski.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 8-1-00.

Division 42EEE Sarasota National Community Development District

Chapter 42EEE-1 Sarasota National Community Development District

Fla. Admin. Code R. 42EEE-1.001 Establishment

The Sarasota National Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-1-06.

Fla. Admin. Code R. 42EEE-1.002 Boundary

The boundaries of the District are as follows:

A parcel of land lying in Sections 35 and 36, Township 39 South, Range 19 East, and Sections 1 and 2, Township 40 South, Range 19 East, Sarasota County, Florida, described as follows:

Commence at the Northeast Corner of Section 36, Township 39 South, Range 19 East, Sarasota County, Florida; thence S. 01º19'34" W., along the East line of said Section 36, a distance of 1,421.71 feet to the POINT OF BEGINNING; thence N. 89º39'01" W., leaving said East line of Section 36, a distance of 1,961.34 feet to a point on the East line of a 100.00 foot wide Easement (Taylor Ranch Trail), recorded in Official Records Book 2913, Page 1787, Public Records of Sarasota County, Florida; thence S. 00º20'59" W., along said East line of a 100.00 foot wide Easement, a distance of 933.32 feet; thence N. 89º39'01" W., along the South line of said 100.00 foot wide Easement, a distance of 100.00 feet to the Southeast corner of lands described in Official Records Book 2020, Page 2228 (Taylor Ranch Elementary School), Public Records of Sarasota County, Florida; thence along the boundary of said lands the following four (4) courses: (1) N. 89º39'01" W., a distance of 933.32 feet; (2) thence N. 00º20'59" E., a distance of 515.93 feet; (3) thence N. 89º39'01" W., a distance of 417.39 feet; (4) thence N. 00º20'59" E., along said boundary and it’s northerly extension, a distance of 1707.36 feet to the a point on the South Right of Way Line of State Road No. 45 (also known as U.S. Highway No. 41); thence along the South line of said Right of Way the following eleven (11) courses: (1) N. 89º38'21" W., a distance of 394.82 feet; (2) N. 83º55'43" W., a distance of 100.50 feet; (3) thence N. 89º38'20" W., a distance of 2,599.35 feet; (4) thence S. 84º40'37" W., a distance of 100.38 feet; (5) thence N. 89º41'50" W., a distance of 100.05 feet; (6) thence N. 83º53'08" W., a distance of 100.00 feet; (7) thence N. 89º38'01" W., a distance of 1,799.71 feet; (8) thence S. 84º43'32" W., a distance of 100.41 feet; (9) thence N. 89º39'57" W., a distance of 100.05 feet; (10) thence N. 84º04'16" W., a distance of 100.40 feet; (11) thence N. 89º38'23" W., a distance of 1,798.25 feet to a point on the West line of Section 35, Township 39 South, Range 19 East, Sarasota County, Florida; thence S. 00º17'41" W., along said West line of said Section 35, a distance of 5,099.43 feet to the Northwest corner of Section 2, Township 40 South, Range 19 East, Sarasota County, Florida; thence S. 01º00'41" W., along the West line of said Section 2, a distance of 1,318.65 feet to the Northwest corner of the Southwest Quarter of the Northwest Quarter of said Section 2; thence S. 89º15'33" E., along the North line of said Southwest Quarter of the Northwest Quarter, a distance of 1308.82 feet to the Northeast corner of said Southwest Quarter of the Northwest Quarter; thence S. 01º19'18" W., along the East line of said Southwest Quarter of the Northwest Quarter, a distance of 1,319.93 feet to the Southeast corner of said Southwest Quarter of the Northwest Quarter; thence N. 89º12'31" W., a distance of 1,301.94 feet to the West Quarter corner of said Section 2; thence S. 01º01'27" W., along the West line of the Southwest Quarter of said Section 2, a distance of 2,638.12 feet to the Southwest corner of said Section 2; thence S. 89º08'48" E., along the South line of the said Southwest Quarter of Section 2, a distance of 2,573.26 feet to the South Quarter corner of said Section 2; thence S. 89º10'04" E., along the South line of the Southeast Quarter of said Section 2, a distance of 2,572.48 feet to the Southwest corner of Section 1, Township 40 South, Range 19 East; thence S. 88º59'00" E., along the South line of the Southwest Quarter of the Southwest Quarter of said Section 1, a distance of 1,391.30 feet to said Southwest corner of the Southeast Quarter of the Southwest Quarter of said Section 1; thence S. 88°59'38" E. along the South line of the Southeast Quarter of the Southwest Quarter of said Section 1, a distance of 1,392.85 feet to the South Quarter corner of said Section 1; thence S. 88º56'44" E., along the South line of the Southeast Quarter of said Section 1, a distance of 2,783.84 feet the Southeast corner of Section 1; thence N. 00º08'44" E., along the East line of Section 1, a distance of 2,653.78 feet to the East Quarter corner of Section 1; thence continue along said East line of Section 1, N. 00º08'52" E., a distance of 2,653.77 feet to the Southeast corner of Section 36, Township 39 South, Range 19 East, Sarasota County, Florida; thence N. 01º19'34" E., along the East line of said Section 36, a distance of 3,876.89 feet to the POINT OF BEGINNING.

LESS the following described lands:

Parcel “A”

Being a parcel of land lying in Section 36, Township 39 South, Range 19 East, Sarasota County, Florida, being more particularly described as follows:

Commence at the Northeast corner of said Section 36; thence N. 89°32'13" W., along the North line of said Section 36, a distance of 1,985.57 feet; thence S. 00°20'59" W., leaving said North line of Section 36, a distance of 125.74 feet to a point on the South line of U.S. Highway No. 41, State Road No. 45, at its intersection with the East line of Taylor Ranch Trail, 100 feet wide, recorded in Official Records Book 2913, Page 1787 and Official Records Book 2020, Page 2228, Public Records of Sarasota County, Florida; thence S. 00º20'59" W., along said East line of Taylor Ranch Trail, a distance of 1,299.69 feet to the POINT OF BEGINNING; thence leaving said East line S. 89°39'01" E., a distance of 787.16 feet; thence S. 03°26'01" E., a distance of 50.24 feet; thence S. 05°10'03" E., a distance of 17.32 feet; thence S. 00°14'48" W., a distance of 27.87 feet; thence S. 01°56'54" W., a distance of 23.82 feet; thence S. 15°18'29" W., a distance of 17.04 feet; thence S. 24°48'08" W., a distance of 23.55 feet; thence S. 21°55'16" W., a distance of 16.90 feet; thence S. 14°25'32" W., a distance of 6.78 feet; thence S. 26°10'37" W., a distance of 33.01 feet; thence S. 34°52'48" W., a distance of 15.09 feet; thence N. 83°30'09" W., a distance of 20.50 feet; thence S. 48°55'36" W., a distance of 27.78 feet; thence S. 65°27'08" W., a distance of 26.04 feet; thence S. 74°19'03" W., a distance of 40.69 feet; thence S. 67°55'56" W., a distance of 19.96 feet; thence S. 61°24'49" W., a distance of 43.49 feet; thence S. 29°37'12" W., a distance of 34.15 feet; thence S. 06°51'04" W., a distance of 57.09 feet; thence S. 31°40'44" W., a distance of 42.60 feet; thence S. 18°35'01" W., a distance of 39.04 feet; thence S. 47°16'37" W., a distance of 30.81 feet; thence S. 00°20'59" W., a distance of 463.86 feet; thence N. 89°39'01" W., a distance of 64.55 feet; thence N. 00°25'30" E., a distance of 6.37 feet; thence N. 37°08'06" W., a distance of 42.05 feet; thence N. 84°11'44" W., a distance of 33.39 feet; thence S. 73°05'18" W., a distance of 32.59 feet; thence S. 71°17'14" W., a distance of 85.33 feet; thence S. 71°54'19" W., a distance of 16.98 feet; thence N. 89°39'01" W., a distance of 254.84 feet to a point on said East line of Taylor Ranch Trail; thence N. 00°20'59" E., along said East line, a distance of 933.32 feet to the

POINT OF BEGINNING.

ALSO LESS the following described lands:

PARCEL “B”

Being a parcel of land lying in Section 36, Township 39 South, Range 19 East, Sarasota County, Florida, being more particularly described as follows:

Commence at the Northeast corner of said Section 36; thence N. 89°32'13" W., along the North line of said Section 36, a distance of 1,985.57 feet; thence S. 00°20'59" W., leaving the said North line of Section 36, a distance of 125.74 feet to a point on the South line of U.S. Highway No. 41, State Road No. 45, at its intersection with the East line of Taylor Ranch Trail, 100 feet wide, recorded in Official Records Book 2913, Page 1787 and Official Records Book 2020, Page 2228, Public Records of Sarasota County, Florida; thence S. 00°20'59" W., along said East line of Taylor Ranch Trail, a distance of 2,233.01 feet to the POINT OF BEGINNING; thence leaving said East line S. 89°39'01" E., a distance of 254.84 feet; thence S. 71°54'19" W., a distance of 91.93 feet; thence S. 46°17'00" W., a distance of 40.16 feet; thence S. 49°01'33" W., a distance of 54.66 feet; thence S. 12°39'54" W., a distance of 72.63 feet; thence S. 87°10'18" W., a distance of 47.93 feet; thence N. 02°49'42" W., a distance of 60.97 feet to the point of curvature of a curve to the left, having: a radius of 60.00 feet, a central angle of 180°00'00", a chord bearing of S. 87°10'18" W. and a chord length of 120.00 feet; thence along the arc of said curve, a distance of 188.50 feet to the Point of Tangency of said curve; thence S. 02°49'42" E., a distance of 127.69 feet to the point of curvature of a curve to the right having: a radius of 340.00 feet, a central angle of 22°20'22", a chord bearing of S. 08°20'29" W. and a chord length of 131.73 feet; thence along the arc of said curve, a distance of 132.56 feet to a point on a curve to the left, having a radius of 2,967.82 feet, a central angle of 09°58'38", a chord bearing of N. 78°06'40" W., and a chord length of 516.15 feet; thence along the arc of said curve, a distance of 516.80 feet to the end of said curve; thence N. 13°44'02" E., a distance of 25.17 feet; thence N. 39°40'52" W., a distance of 41.86 feet; thence N. 25°22'25" W., a distance of 39.28 feet; thence N. 28°18'54" E., a distance of 30.86 feet; thence N. 00°20'59" E., a distance of 148.02 feet to a point on the South line of Taylor Ranch Elementary School, recorded in Official Records Book 2020, Page 2228, Public Records of Sarasota County, Florida; thence S. 89°39'01" E., along said South line, a distance of 629.46 feet to the POINT OF BEGINNING.

AND ALSO LESS the following described lands:

PARCEL “C”

Being a parcel of land lying in Section 36, Township 39 South, Range 19 East, Sarasota County, Florida, being more particularly described as follows:

Commence at the Northeast corner of said Section 36; thence N. 89°32'13" W., along the North line of said Section 36, a distance of 1,985.57 feet; thence S. 00°20'59" W., leaving said North line of Section 36, a distance of 125.74 feet to a point on the South line of U.S. Highway No. 41, State Road No. 45, at its intersection with the East Line of Taylor Ranch Trail, recorded in Official Records Book 2913, Page 1787, and Official Records Book 2020, Page 2228, Public Records of Sarasota County, Florida; thence along said East line of Taylor Ranch Trail S. 00°20'59" W. a distance of 2,233.01 feet; thence leaving said East line N. 89°39'01" W., a distance of 629.45 feet to a point on the South line of Taylor Ranch Elementary School, recorded in Official Records Book 2020, Page 2228, Public Records of Sarasota County, Florida, same being the POINT OF BEGINNING; thence leaving said South line S. 00°20'59" W., a distance of 148.02 feet; thence S. 28°18'54" W., a distance of 30.86 feet; thence S. 25°22'25" E., a distance of 39.28 feet; thence S. 39°40'52" E., a distance of 41.86 feet; thence S. 13°44'02" W., a distance of 66.60 feet; thence S. 06°41'23" W., a distance of 45.17 feet; thence S. 15°58'30" W., a distance of 50.94 feet; thence S. 37°00'49" E., a distance of 24.38 feet; thence S. 52°35'39" W., a distance of 66.89 feet; thence S. 58°32'41" W., a distance of 203.53 feet; thence N. 73°39'03" W., a distance of 515.97 feet; thence N. 38°42'21" W., a distance of 88.04 feet; thence N. 14°54'25" E., a distance of 31.23 feet; thence N. 31°07'47" W., a distance of 16.61 feet; thence N. 84°03'15" W., a distance of 42.28 feet; thence S. 80°03'20" W., a distance of 35.41 feet; thence N. 41°06'48" W., a distance of 50.23 feet; thence N. 14°31'17" W., a distance of 47.33 feet; thence N. 24°55'21" W., a distance of 56.24 feet; thence N. 26°55'29" W., a distance of 25.91 feet; thence N. 05°56'26" W., a distance of 65.54 feet; thence S. 52°39'15" E., a distance of 36.80 feet; thence N. 33°21'54" E., a distance of 31.52 feet; thence N. 22°42'14" W., a distance of 16.13 feet; thence N. 59°29'08" W., a distance of 47.42 feet; thence N. 27°14'29" W., a distance of 116.10 feet; thence N. 28°44'51" E., a distance of 46.29 feet; thence N. 22°32'30" W., a distance of 49.28 feet; thence N. 00°55'55" E., a distance of 47.90 feet; thence N. 25°06'47" E., a distance of 35.76 feet; thence N. 05°33'03" E., a distance of 66.39 feet; thence N. 19°09'55" E., a distance of 49.86 feet; thence N. 21°07'28" E., a distance of 71.10 feet; thence N. 21°45'21" E., a distance of 47.14 feet; thence N. 46°02'09" E., a distance of 59.77 feet; thence N. 35°47'19" E., a distance of 39.32 feet; thence S. 89°39'01" E., a distance of 18.22 feet to the Southwest corner of said Taylor Ranch Elementary School; thence along the boundary of said Taylor Elementary School the following three courses; (1) S. 89°39'01" E., a distance of 417.39 feet; (2) S. 00°20'59" W., a distance of 515.93 feet; (3) S. 89°39'01" E., a distance of 403.86 feet to the POINT OF BEGINNING.

Parcel contains 2353.7966 Acres more or less.

History

Rulemaking Authority 190.005, FS. Law Implemented 190.004, 190.005, FS. History–New 11-1-06.

Fla. Admin. Code R. 42EEE-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: R. Scott Griffith, Sally Hall, John C. Kunkel, Seth Boots, and Chris Vanzant.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 11-1-06.

Division 42NNN Seven Oaks Community Development District

Chapter 42NNN-1 Seven Oaks Community Development District

Fla. Admin. Code R. 42NNN-1.001 Establishment

Seven Oaks Community Development District I and Seven Oaks Community Development District II are hereby merged, with the surviving district being the Seven Oaks Community Development District I, which shall hereinafter be known as the Seven Oaks Community Development District.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 3-2-10.

Fla. Admin. Code R. 42NNN-1.002 Boundary

The boundary of the district is as follows:

A parcel of land lying in Sections 13, 23, 24, 25 and 26, Township 26 South, Range 19 East, Pasco County, Florida, said parcel also containing ALL of SEVEN OAKS PARCELS S-16 AND S-17A, according to the plat thereof as recorded in Plat Book 42, Pages 37 through 51, inclusive, SEVEN OAKS PARCELS S-11 AND S-15, according to the plat thereof as recorded in Plat Book 42, Pages 62 through 74, inclusive, SEVEN OAKS PARCELS S-13A AND S-13B, according to the plat thereof as recorded in Plat Book 44, Pages 54 through 67, inclusive, SEVEN OAKS PARCEL S-17D, according to the plat thereof as recorded in Plat Book 44, Pages 79 through 82, inclusive, SEVEN OAKS PARCEL S-9, according to the plat thereof as recorded in Plat Book 46, Pages 128 through 139, inclusive, SEVEN OAKS PARCEL S-7B, according to the plat thereof as recorded in Plat Book 47, Pages 74 through 85, inclusive, SEVEN OAKS PARCEL S-8A, according to the plat thereof as recorded in Plat Book 47, Pages 86 through 93, inclusive, SEVEN OAKS PARCEL S-8B1, according to the plat thereof as recorded in Plat Book 47, Pages 94 through 106, inclusive, SEVEN OAKS PARCEL S-6B, according to the plat thereof as recorded in Plat Book 47, Pages 107 through 115, inclusive, SEVEN OAKS PARCEL S-7A, according to the plat thereof as recorded in Plat Book 47, Pages 121 through 132, inclusive, SEVEN OAKS PARCEL S-8B2, according to the plat thereof as recorded in Plat Book 47, Pages 141 through 146, inclusive, SEVEN OAKS PARCEL S-4A/S-4B/S-5B, according to the plat thereof as recorded in Plat Book 51, Pages 100 through 114, inclusive, SEVEN OAKS PARCEL S-5A, according to the plat thereof as recorded in Plat Book 51, Pages 143 through 149, inclusive, SEVEN OAKS PARCEL S-4C, according to the plat thereof as recorded in Plat Book 56, Pages 116 through 123, inclusive, SEVEN OAKS PARCEL C-1C/C-1D, according to the plat thereof as recorded in Plat Book 57, Pages 42 through 54, inclusive, SEVEN OAKS PARCEL S-6A, according to the plat thereof as recorded in Plat Book 57, Pages 55 through 72, inclusive, SEVEN OAKS PARCEL S-14A, according to the plat thereof as recorded in Plat Book 59, Pages 1 through 8, inclusive, SEVEN OAKS PARCEL C-4A, according to the plat thereof as recorded in Plat Book 63, Pages 126 through 131, inclusive, and SEVEN OAKS PARCEL S-2, according to the plat thereof as recorded in Plat Book 64, Pages 1 through 18, inclusive, ALL of the Public Records of Pasco County, Florida, and being more particularly described as follows:

Commence at the Northeast corner of said Section 24, run thence along the North boundary of said Section 24, N.89°48'25''W., 107.97 feet to a point on the Westerly right-of-way line of STATE ROAD No. 581, as recorded in Official Records Book 123, Page 662 of the Public Records of Pasco County, Florida, said point also being the POINT OF BEGINNING; thence along said Westerly right-of-way line, a portion of which also being the East boundary of the aforesaid SEVEN OAKS PARCEL S-2 and SEVEN OAKS PARCEL S-14A, the following six (6) courses: 1) S.00°29'09"W., 9,036.57 feet; 2) N.89°30'51"W., 10.00 feet; 3) S.00°34'22"W., 500.97 feet; 4) S.00°30'06"W., 520.00 feet; 5) S.07°37'27"W., 80.62 feet; 6) S.00°30'06"W., 312.13 feet to a point on the Northerly boundary of the Additional Right-of-Way for STATE ROAD No. 56; thence along said Northerly boundary, the following ten (10) courses: 1) S.88°37'35"W., 193.55 feet; 2) N.84°14'55"W., 201.56 feet; 3) S.88°37'35"W., 500.00 feet; 4) S.86°28'43"W., 400.28 feet; 5) S.88°37'35"W., 1200.00 feet; 6) N.84°14'55"W., 201.56 feet; 7) S.88°37'35"W., 700.00 feet; 8) S.82°54'57"W., 100.50 feet; 9) S.88°37'35"W., 1505.66 feet to a point of curvature; 10) Westerly, 194.35 feet along the arc of a curve to the right having a radius of 2141.83 feet and a central angle of 05°11'56" (chord bearing N.88°46'27"W., 194.28 feet) to a point on the West boundary of the Southwest 1/4 of the aforesaid Section 25; thence along said West boundary of the Southwest 1/4 of Section 25, N.00°28'16"E., 2,532.40 feet to the Southwest corner of the Northwest 1/4 of said Section 25; thence along the West boundary of said Northwest 1/4 of Section 25, a portion of which also being the West boundary of the aforesaid SEVEN OAKS PARCELS S-11 AND S-15, N.00°28'31"E., 1762.89 feet; thence N.89°07'39"W., 1406.16 feet; thence N.89°08'17"W., 2283.79 feet to a point on a curve on the Easterly Limited Access right-of-way line of INTERSTATE HIGHWAY No. 75, per Florida Department of Transportation Right-of-way Map Section 14140-2401; thence along said Easterly Limited Access right-of-way line, a portion of which being the Westerly boundaries of the aforesaid SEVEN OAKS PARCEL S-7A, SEVEN OAKS PARCEL S-7B, SEVEN OAKS PARCEL S-6B and SEVEN OAKS PARCEL S-6A, the following seven (7) courses: 1) Northeasterly, 355.09 feet along the arc of a curve to the right having a radius of 2,620.45 feet and a central angle of 07°45'51" (chord bearing N.23°20'22"E., 354.82 feet); 2) N.20°27'12"E., 50.36 feet; 3) N.27°17'46"E., 750.00 feet; 4) N.62°42'14"W., 30.00 feet; 5) N.27°17'46"E., 1,696.32 feet to a point of curvature; 6) Northeasterly, 1965.20 feet along the arc of a curve to the right having a radius of 17,038.73 feet and a central angle of 06°36'30" (chord bearing N.30°36'01"E., 1,964.11 feet) to a point of tangency; 7) N.33°54'16"E., 2,265.44 feet to a point on the South boundary of Limited Access Right-of-way (Fee Simple) Parcel 101, as recorded in Official Records Book 1047, Page 802, of the Public Records of Pasco County, Florida; thence along said South boundary, and the East and Northerly boundaries of said Limited Access Right-of-way (Fee Simple) Parcel 101, in their respective order, a portion of which being the North boundary of the aforesaid SEVEN OAKS PARCEL S-6A and SEVEN OAKS PARCEL S-5A, the following four (4) courses: 1) S.88°10'41"E., 224.06 feet to a point on the West boundary of the aforesaid Section 24; 2) continue, S.88°10'41"E., 1400.28 feet; thence N.00°20'08"E., 1,132.21 feet; thence N.56°05'10"W., 750.23 feet to a point on the aforesaid Easterly Limited Access right-of-way line of INTERSTATE HIGHWAY No. 75; thence along said Easterly Limited Access right-of-way line, N.33°54'16"E., 2,347.87 feet; thence S.56°05'44"E., 619.36 feet; thence N.67°19'19"E., 378.25 feet to a point on a curve; thence Southeasterly, 212.51 feet along the arc of a curve to the left having a radius of 440.00 feet and a central angle of 27°40'19" (chord bearing S.36°30'51"E., 210.45 feet) to a point of tangency; thence S.50°21'01"E., 75.23 feet to a point on the Westerly boundary of the aforesaid SEVEN OAKS PARCEL C-1A/C-1D; thence along the Southerly right-of-way line of EAGLESTON BOULEVARD, as shown on said plat of SEVEN OAKS PARCEL C-1A/C-1D, and the Westerly prolongation thereof, the following eleven (11) courses: 1) continue S.50°21'01"E., 197.33 feet to a point of curvature; 2) Southeasterly, 171.35 feet along the arc of a curve to the right having a radius of 380.00 feet and a central angle of 25°50'10" (chord bearing S.37°25'56"E., 169.90 feet) to a point of tangency; 3) S.24°30'51"E., 139.98 feet to a point of curvature; 4) Southeasterly, 589.92 feet along the arc of a curve to the left having a radius of 520.00 feet and a central angle of 65°00'00" (chord bearing S.57°00'51"E., 558.79 feet) to a point of tangency; 5) S.89°30'51"E., 708.32 feet to a point of curvature; 6) Southeasterly, 39.27 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 90°00'00" (chord bearing S.44°30'51"E., 35.36 feet) to a point of tangency; 7) S.00°29'09"W., 3.00 feet; 8) S.89°30'51"E., 50.00 feet to a point on a curve; 9) Northeasterly, 39.27 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 90°00'00" (chord bearing N.45°29'09"E., 35.36 feet) to a point of tangency; 10) S.89°30'51"E., 480.00 feet to a point of curvature; 11) Southeasterly, 39.27 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 90°00'00'' (chord bearing S.44°30'51''E., 35.36 feet) to a point of tangency on the aforesaid Westerly right-of-way line of STATE ROAD No. 581; thence along said Westerly right-of-way line, S.00°29'09"W., 2,242.11 feet to the POINT OF BEGINNING.

Containing 1794.969 acres, more or less.

LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL:

WEST COAST REGIONAL WATER SUPPLY AUTHORITY PARCEL

DESCRIPTION: A parcel of land lying in Section 25, Township 26 South, Range 19 East, Pasco County, Florida, being more particularly described as follows:

Commence at the Northeast corner of said Section 25, run thence along the North boundary of said Section 25, S.89°42'03''W., 1,349.80 feet; thence S.00°20'16''E., 100.00 feet to a point on the South boundary of a 100 foot wide Florida Power Easement, as recorded in Official Records Book 169, Page 120, of the Public Records of Pasco County, Florida, said point also lying on the Northerly boundary of the aforesaid SEVEN OAKS PARCELS S-13A AND S-13B, said point also being the POINT OF BEGINNING; thence along said Northerly boundary of SEVEN OAKS PARCELS S-13A AND S-13B, the following three (3) courses: 1) S.00°17'57''E., 208.71 feet; 2) S.89°42'03''W., 208.71 feet; 3) N.00°17'57''W., 208.71 feet to a point on the aforesaid South boundary of a 100 foot wide Florida Power Easement; thence along said South boundary, N.89°42'03''E., 208.71 feet to the POINT OF BEGINNING;

Containing 1.000 acre, more or less.

ALSO LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL:

WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE PARCEL 1

DESCRIPTION: A parcel of land lying in Section 24, Township 26 South, Range 19 East, Pasco County, Florida, being more particularly described as follows:

Commence at the Southeast corner of said Section 24, run thence along the South boundary of said Section 24, the following two (2) courses: 1) S.89°42'03''W., 490.54 feet to the Southeast corner of Withlacoochee River Electric Cooperative Parcel 1, as recorded in official records Book 1767, page 1156, of the Public Records of Pasco County, Florida, said point also being the POINT OF BEGINNING; 2) along the South boundary of said Withlacoochee River Electric Cooperative Parcel 1, continue S.89°42'03''W., 345.00 feet to the Southwest corner thereof; thence along the West boundary of said Withlacoochee River Electric Cooperative Parcel 1, N.00°17'57''W., 295.32 feet to the Northwest corner thereof; thence along the North boundary of said Withlacoochee River Electric Cooperative Parcel 1, N.89°42'03''E., 345.00 feet to the Northeast corner thereof; thence along the East boundary of said Withlacoochee River Electric Cooperative Parcel 1, S.00°17'57''E., 295.32 feet to the POINT OF BEGINNING.

Containing 2.339 acres, more or less.

ALSO LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL:

SEVEN OAKS ELEMENTARY SCHOOL SITE

DESCRIPTION: A parcel of land lying in Section 24, Township 26 South, Range 19 East, Pasco County, Florida, and being more particularly described as follows:

Commence at the Southeast corner of said Section 24, run thence along the South boundary of said Section 24, S.89°42'03"W., 97.68 feet to a point on the Westerly right-of-way line of STATE ROAD No. 581, as recorded in Official Record Book 123, Page 662, of the Public Records of Pasco County, Florida; thence along said Westerly right-of-way line, N.00°29'09"E., 3,257.71 feet; thence N.89°30'51"W., 42.69 feet to a point of curvature; thence Northwesterly, 216.05 feet along the arc of a curve to the right having a radius of 250.00 feet and a central angle of 49°30'51" (chord bearing N.64°45'25"W., 209.39 feet) to a point of reverse curvature; thence Northwesterly, 349.07 feet along the arc of a curve to the left having a radius of 400.00 feet and a central angle of 50°00'00" (chord bearing N.65°00'00"W., 338.09 feet) to a point of tangency; thence WEST, 120.00 feet to a point of curvature; thence Westerly, 314.16 feet along the arc of a curve to the left having a radius of 400.00 feet and a central angle of 45°00'00" (chord bearing S.67°30'00"W., 306.15 feet) to a point of tangency; thence S.45°00'00"W., 435.57 feet; thence N.45°00'00"W., 60.00 feet to a point on a curve; thence Westerly, 429.15 feet along the arc of a curve to the right having a radius of 490.00 feet and a central angle of 50°10'52" (chord bearing S.70°05'26"W., 415.57 feet) to the POINT OF BEGINNING; thence continue, Westerly, 105.84 feet along said arc of a curve to the right having the same radius of 490.00 feet and a central angle of 12°22'33" (chord bearing N.78°37'51"W., 105.63 feet) to a point of cusp; thence Northeasterly, 40.96 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 93°52'45" (chord bearing N.60°37'03"E., 36.53 feet) to a point of reverse curvature; thence Northeasterly, 93.04 feet along the arc of a curve to the right having a radius of 125.00 feet and a central angle of 42°38'48" (chord bearing N.35°00'04"E., 90.91 feet) to a point of reverse curvature; thence Northeasterly, 95.67 feet along the arc of a curve to the left having a radius of 175.00 feet and a central angle of 31°19'28" (chord bearing N.40°39'44"E., 94.49 feet) to a point of tangency; thence N.25°00'00"E., 218.03 feet; thence N.52°54'00"W., 505.83 feet; thence S.38°03'17"W., 136.97 feet to a point of curvature; thence Southwesterly, 146.11 feet along the arc of a curve to the right having a radius of 525.00 feet and a central angle of 15°56'43" (chord bearing S.46°01'39"W., 145.63 feet) to a point of tangency; thence S.54°00'00"W., 14.50 feet to a point of curvature; thence Southerly, 37.68 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 86°20'53" (chord bearing S.10°49'33"W., 34.21 feet) to a point of cusp; thence Northwesterly, 43.60 feet along the arc of a curve to the left having a radius of 760.00 feet and a central angle of 03°17'13" (chord bearing N.33°59'30"W., 43.59 feet); thence N.38°03'17"E., 362.29 feet; thence N.52°54'00"W., 564.83 feet; thence N.31°43'51"E., 9.48 feet; thence N.07°07'14"E., 21.41 feet; thence N.14°52'18"W., 26.53 feet; thence N.22°07'13"E., 34.09 feet; thence N.20°33'02"W., 12.86 feet; thence N.41°58'02"W., 31.69 feet; thence N.24°12'45"W., 27.78 feet; thence N.06°58'06"W., 36.21 feet; thence N.27°17'12"E., 38.55 feet; thence N.01°36'09"E., 32.45 feet; thence N.16°01'21"E., 41.38 feet; thence N.37°00'55"E., 35.08 feet; thence N.69°01'33"E., 20.00 feet; thence S.87°17'12"E., 46.80 feet; thence S.28°56'08"E., 35.24 feet; thence S.49°59'51"E., 19.40 feet; thence S.36°22'31"E., 36.20 feet; thence S.54°05'38"E., 36.06 feet; thence S.65°56'24"E., 136.59 feet; thence S.86°45'51"E., 67.32 feet; thence S.64°07'17"E., 50.61 feet; thence S.87°13'01"E., 98.95 feet; thence N.79°28'00"E., 41.27 feet; thence S.86°08'57"E., 41.65 feet; thence S.38°13'28"E., 29.88 feet; thence S.71°06'02"E., 56.54 feet; thence S.51°33'01"E., 23.35 feet; thence S.29°49'53"E., 40.35 feet; thence S.60°05'18"E., 57.19 feet; thence S.80°59'19"E., 68.04 feet; thence S.71°24'30"E., 137.74 feet; thence S.62°05'19"E., 80.27 feet; thence S.50°48'49"E., 41.90 feet; thence S.33°12'25"E., 67.95 feet; thence S.16°03'28"W., 98.04 feet; thence S.02°12'30"W., 312.24 feet; thence S.16°54'02"W., 41.77 feet; thence S.36°58'29"W., 105.52 feet; thence S.24°39'24"W., 99.52 feet; thence N.52°54'00"W., 35.83 feet; thence S.25°00'00"W., 207.31 feet to a point of curvature; thence Southwesterly, 123.01 feet along the arc of a curve to the right having a radius of 225.00 feet and a central angle of 31°19'28" (chord bearing S.40°39'44"W., 121.48 feet) to a point of reverse curvature; thence Southwesterly, 49.76 feet along the arc of a curve to the left having a radius of 75.00 feet and a central angle of 38°00'51" (chord bearing S.37°19'02"W., 48.85 feet) to a point of compound curvature; thence Southeasterly, 45.00 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 103°07'45" (chord bearing S.33°15'16"E., 39.17 feet) to the POINT OF BEGINNING.

Containing 14.011 acres, more or less.

AND ALSO LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL:

SEVEN OAKS LIBRARY SITE

DESCRIPTION: A parcel of land lying in Section 24, Township 26 South, Range 19 East, Pasco County, Florida, and being more particularly described as follows:

Containing 4.197 acres, more or less.

ALTOGETHER containing 1773.422 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 3-2-10.

Fla. Admin. Code R. 42NNN-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Jeffrey Rosenberg, William Parsons, Susan Jurik, Stephen Wheeler, and John Cristenson.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 3-2-10.

Division 42GGG Six Mile Creek Community Development District

Chapter 42GGG-1 SIX MILE CREEK COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42GGG-1.001 Establishment

The Six Mile Creek Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-7-07.

Fla. Admin. Code R. 42GGG-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “4” to the Petition to Amend the Boundary of the Six Mile Creek Community Development District filed with the Commission on August 20, 2021, under Commission Case Number CDD-21-003. The Petition to Amend the Boundary of the Six Mile Creek Community Development District filed with the Commission on August 20, 2021, under Commission Case Number

CDD-21-003, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-14134 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Six Mile Creek Community Development District area = 1,358.93 total acres, more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 3-7-07, Amended 8-11-21, 5-23-22.

Fla. Admin. Code R. 42GGG-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Kelly Kulinski, Steward A. Sparks, III, Cynthia Jones, Kirk Wendland, and Margaret Jennesse.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 3-7-07.

Division 42TT Split Pine Community Development District

Chapter 42TT-1 SPLIT PINE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42TT-1.001 Establishment

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 7-29-04, Repealed 3-2-10.

Fla. Admin. Code R. 42TT-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 7-29-04, Repealed 3-2-10.

Fla. Admin. Code R. 42TT-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 7-29-04, Repealed 3-2-10.

Division 42I St. Lucie West Community Development District

Chapter 42I-1 THE ST. LUCIE WEST SERVICES DISTRICT

Fla. Admin. Code R. 42I-1.001 Creation

The St. Lucie West Services District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 1-1-90.

Fla. Admin. Code R. 42I-1.002 Boundary

The Boundaries of the District are as follows:

SOUTH ONE-HALF PARCEL

Being a portion of Sections 35, 25, 26 and all of Section 36 of Township 36 South, Range 39 East, AND a portion of Sections 31 and 30 of Township 36 South, Range 40 East, St. Lucie County, Florida, more particularly described as follows:

Begin at the Southwest corner of Section 35, Township 36 South, Range 39 East, thence run South 89°59'48" West a distance of 460.96 feet to the Easterly right-of-way line of I-95, also known as State Road 9, and shown on Right-of-Way Map No. Section 94001-2412, Sheet 4 of 14; thence Northerly along the East right-of-way line of said I-95 the following courses and distances:

thence North 23°34'44" East a distance of 1,538.27 feet to the Point of Curvature of a curve concave to the West, having a radius of 5,903.58 feet; thence Northerly along the arc of said curve 2,241.45 feet through a central angle of 21°45'14";

Thence North 01°49'30" East a distance of 4,295.10 feet to the Northwest corner of said SOUTH ONE-HALF PARCEL; thence North 89°54'30" East departing the Easterly right-of-way line of said I-95 a distance of 12,472.67 feet to a point in the Westerly right-of-way line of the Sunshine State Parkway as shown on the Florida State Turnpike Authority Right-of-Way Map of Section 6, St. Lucie County, Job and Contract No. 6.3, Sheet No. 8 of 12; thence run South 00° 18' 33" East along said West right-of-way line a distance of 2,541.48 feet to the South one-quarter (1/4) Section corner of Section 30, Township 36 South, Range 40 East; thence South 00°15'12" West along the North/South one-quarter (1/4) Section line of said Section 31 and along said West right-of-way line a distance of 5,334.47 feet to the South one quarter (1/4) Section corner of said Section 31 and the North line of the Plat of PORT ST. LUCIE SECTION 9, as recorded in Plat Book 12, Page 39, St. Lucie County Public Records; thence North 89°48'31" West along the South line of said Section 31 and the North line of said Plat of PORT ST. LUCIE SECTION 9, a distance of 2,631.43 feet to the Southwest corner of said Section 31. Thence South 89°44'44" West along the South line of Section 36, Township 36 South, Range 39 East and the North line of the Plat of PORT ST. LUCIE SECTION 8, as recorded in Plat Book 12, Page 38, St. Lucie County, Florida, a distance of 5,314.49 feet to the Southwest corner of said Section 36; thence South 89°56'26" West along the South line of Section 35, Township 36 South, Range 39 East and the North line of the Plat of PORT ST. LUCIE SECTION 20, as recorded in Plat Book 13, Page 21, St. Lucie Public Records, a distance of 5,297.97 feet to the Southwest corner of said Section 35 and the POINT OF BEGINNING.

Containing 2,307.175 acres, more or less.

NORTH ONE-HALF PARCEL

Being a portion of Sections 23, 25, 26 and all of Section 24 of Township 36 South, Range 39 East, AND a portion of Sections 19 and 30 of Township 36 South, Range 40 East, St. Lucie County, Florida, more particularly described as follows:

Commence at the Southwest corner of Section 35, Township 36 South, Range 39 East, thence run South 89°59'48" West a distance of 460.96 feet to the Easterly right-of-way line of I-95, also known as State Road 9, and shown on the Right-of-Way Map No. Section 94001-2412, Sheet 4 of 14; thence Northerly along the East right-of-way line of said I-95 the following courses and distances:

thence North 23°34'44" a distance of 1,538.27 feet to the Point of Curvature of a curve concave to the West, having a radius of 5,903.58 feet; thence Northerly along the arc of said curve 2,241.45 feet through a central angle of 21°45'14"; thence North 01°49'30" East a distance of 4,295.10 feet to the Northwest corner of the SOUTH ONE-HALF PARCEL and the:

POINT OF BEGINNING, thence continue North 01°49'30" East along the Easterly right-of-way line of aforementioned I-95, a distance of 3,396.92 feet to the Point of Curvature of a curve concave to the West and having a radius of 11,633.16 feet; thence Northerly along the arc of said curve a distance of 1,750.36 feet through a central angle of 08°37'15" to a Point of Tangency; thence North 06°47'46" West a distance of 1,054.70 feet to the Point of Curvature of a curve concave to the East having a radius of 11,285.16 feet; thence Northerly along the arc of said curve a distance of 1,338.58 feet through a central angle of 06°47'46" to the Point of Tangency; thence North 00°00'00" East a distance of 532.68 feet to the Intersection Point of said Easterly right-of-way line of I-95 and the North section line of Section 23, Township 36 South, Range 39 East, said point also being the Southwest corner of the Plat of PORT ST. LUCIE SECTION 44 as recorded in Plat Book 16, Page 23, St. Lucie County, Florida Public Records;

thence North 89º22'57" East along said South line of the Plat of PORT ST. LUCIE SECTION 44 and the North line of said Section 23, a distance of 2,020.07 feet to the North quarter corner of said Section 23; thence North 89º46'24" East a distance of 2,671.27 feet to the Northeast corner of said Section 23; thence South 89º44'41" East continuing along the South line of said Plat of PORT ST. LUCIE SECTION 44 and the North line of Section 24, Township 36 South, Range 39 East, a distance of 5,282.95 feet to the Northeast corner of said Section 24; thence North 89º43'32" East along the said South line of the Plat of PORT ST. LUCIE SECTION 44 and the North line of Section 19, Township 36 South, Range 40 East, a distance of 2,658.50 feet to the North quarter of said Section 19 and the Westerly right-of-way line of the Sunshine State Parkway, as shown on the Florida State Turnpike Authority Right-of-Way Map of Section 6, St. Lucie County, Job and Contract No. 6.3, Sheet 8 of 12; thence Southerly along the North/South one-quarter (1/4) line of Sections 19 and 30, Township South, Range 40 East, also being the Westerly right-of-way line of said Sunshine State Parkway the following courses and distances: thence South 00º02'01" West a distance of 5,291.20 feet to the South quarter of said Section 19; thence South 00º18'33" East a distance of 2,768.11 feet to the Southeast corner of the NORTH ONE-HALF PARCEL, also being the Northeast corner of the SOUTH ONE-HALF PARCEL;

thence South 89º54'30" West, a distance of 12,472.67 feet to the POINT OF BEGINNING.

Containing 2,307.175 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005, 190.006 FS. History–New 1-1-90.

Fla. Admin. Code R. 42I-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Betty Conner, David E. Scholl, Ricky L. Farrell, Christopher Fogal, and Michael J. Wisan.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005, 190.006 FS. History–New 1-1-90.

Division 42C Tampa Palms Community Development District

Chapter 42C-1 TAMPA PALMS COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42C-1.001 Creation

The Tampa Palms Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 6-13-82, Formerly 42C-1.01, Technical Change 4-9-26.

Fla. Admin. Code R. 42C-1.002 Boundary

The boundaries of the district are as follows:

Legal Description

The East 3/4 of Section 21; the West 1/2 and the Southeast 1/4 of Section 22; the South 1/2 of Section 23; the South 1/2 of Section 24; all of Sections 25, 26 and 27, and the East 1/2 of Section 28; the East 1/2 of Section 33; all of Sections 34 and 35; the West 1/2, the Northeast 1/4 and that part of the Southeast 1/4 lying North of the Hillsborough River in Section 36; all of the foregoing being in Township 27 South, Range 19 East, all lying and being in Hillsborough County, Florida.

ALSO

All of Section 1 lying North of the Hillsborough River; all of the North 1/2 of Section 2 lying North and West of the Hillsborough River; all of the North 1/2 of Section 3, less the South 1/2 of Government Lots 3 and 4; all of the Northeast 1/4 of Section 4, less the South 1/2 of Government Lots 1 and 2; all of the foregoing lying in Township 28 South, Range 19 East, all lying and being in Hillsborough County, Florida.

LESS AND EXCEPT:

That part of Sections 24 and 25, Township 27 South, Range 19 East, Hillsborough County, Florida, described as follows: Commence at the Southeast corner of said Section 25 for the POINT OF BEGINNING: thence N. 00°25'28"E., along the East boundary of said Section 25 a distance of 2,617.13 feet to the Northeast corner of the SE 1/4; thence N. 01°21'46" W., along the East boundary of said Section 25 a distance of 2,715.07 feet to the Northeast corner thereof; thence N. 00°25'03" E., along the East boundary of said Section 24 a distance of 2,664.72 feet to the Northeast corner of the South 1/2 of said Section 24; thence N. 89°27'50" W., along the North boundary of the South 1/2 of said Section 24 a distance of 4,494.89 feet; thence S. 00°35'04" W., a distance of 420.87 feet; thence S. 10°37'07" E., a distance of 1,366.34 feet; thence S. 00°35'04" W., a distance of 876.88 feet to a point on the South boundary of said Section 24; thence S. 00°35'04" W., a distance of 4,399.76 feet; thence S. 50°31'25" E., a distance of 1,435.33 feet to a point on the South boundary of said Section 25; thence S. 88°28'49" E., along the South boundary of said Section 25 a distance of 3,220.04 feet to the POINT OF BEGINNING.

ALSO LESS AND EXCEPT:

That part of Section 36, Township 27 South, Range 19 East, Hillsborough County, Florida, lying North and East of the Centerline of Trout Creek.

ALSO LESS AND EXCEPT:

That part of Section 36, Township 27 South, Range 19 East, Hillsborough County, Florida, lying South of Trout Creek, North of Hillsborough River and Northeasterly of the following described line: Commence at the Northwest corner of said Section 36; run thence S. 88°28'49" E., along the North boundary of said Section 36, 2,071.95 feet to the POINT OF BEGINNING; thence S. 50°31'25" E. a distance of 1,310.59 feet to the beginning of a curve, concave Southwesterly, having a central angle of 37°15'04" and a radius of 5,780.00 feet; thence Southeasterly along the arc of said curve, an arc distance of 3,757.90 feet (chord distance of 3,692.06 feet and chord bearing of S. 31°54'53" E.) to the North bank of the Hillsborough River and the Point of Termination.

ALSO LESS AND EXCEPT:

(A) That part of Sections 23, 26, 27, 33 and 34, Township 27 South, Range 19 East, deeded to the State of Florida for road right-of-way for State Road S-581 by instruments recorded in Official Record Book 227, on Page 707, in Official Record Book 226 on Page 556, and in Official Record Book 241 on Page 76, of the Public Records of Hillsborough County, Florida.

(B) That part of Sections 21, 22, 26, 27, 35 and 36, Township 27 South, Range 19 East, condemned for transmission lines by Tampa Electric Company in Suit Number 41987-L Circuit Court, Hillsborough County, Florida.

(C) That part of Sections 26, 27, 35 and 36, Township 27 South, Range 19 East, conveyed to the County of Hillsborough for use and benefit of Road Department by instruments recorded September 3, 1965, in Official Record Book 1501 on Page 480, and in Official Record Book 1501 on Page 482 of the Public Records of Hillsborough County, Florida.

ALSO LESS AND EXCEPT:

A parcel of land in the West one-half of the Southwest one-quarter of Section 24, Township 27 South, Range 19 East, Hillsborough County, Florida being more particularly described as follows:

Commence at the Northwest corner of said Section 24; said corner being marked by a 3" iron pipe; run thence South 00°18'32" W. along the West boundary of said Section 24 for a distance of 2,632.49 feet to the West quarter corner of said Section 24 and the POINT OF BEGINNING of the parcel of land hereinafter described; run thence South 89°27'50" E. along the quarter section line of said Section 24, for a distance of 679.56 feet; run thence South 00°35'04" W. for a distance of 420.88 feet; run thence South 10°37'07" E. for a distance of 1,166.17 feet; run thence South 88°59'25" W. for a distance of 898.87 feet to a point on the aforesaid West boundary line of Section 24; run thence North 00°18'32" E., along said West boundary line, for a distance of 1,589.27 feet to the POINT OF BEGINNING.

AND

A parcel of land lying in the East one-half of the Southeast one-quarter of Section 23, Township 27 South, Range 19 East, Hillsborough County, Florida, being more particularly described as follows:

Commence at the Northeast corner of said Section 23; run thence South 00°18'32" W., along the East boundary of said Section 23 for a distance of 2,632.49 feet to the East quarter corner of said Section 23 and the POINT OF BEGINNING of the parcel of land hereinafter described; thence continue South 00°18'32" W., along the East boundary of said Section 23, for a distance of 1,589.27 feet; run thence South 88°59'25" W., for a distance of 717.67 feet; run thence North 17°04'19" W., for a distance of 354.31 feet; run thence North 13°04'19" W., for a distance of 550.00 feet; run thence North 08°04'19" W., for a distance of 448.12 feet; run thence North 03°11'04" W., for a distance of 293.89 feet to a point on the quarter section line of said Section 23; run thence South 89°27'50" E., along said quarter section line, for a distance of 1,033.83 feet to the POINT OF BEGINNING.

ALSO LESS AND EXCEPT:

A parcel of land lying in Section 36, Township 27 South, Range 19 East, Hillsborough County, Florida, described as follows: Commence at the Southeast corner of said Section 36; thence South 89°25'23" W., along the South boundary of said Section 36, a distance of 800.00 feet; thence North 00°46'24" W., parallel to and 800.00 feet West of the East boundary of said Section 36, a distance of 1,609.58 feet to the Westerly right-of-way line of proposed Interstate Highway No. 75 for the POINT OF BEGINNING; thence return South 00°46'24" E., a distance of 293.00 feet, more or less, to the Northerly bank of the Hillsborough River; thence Westerly, along said river bank, a distance of 170.00 feet, more or less; thence North 10°50'51" W., a distance of 451.00 feet, more or less; thence North 25°01'34" W., a distance of 1,373.29 feet to the Southerly right-of-way line of a 200.00 foot Tampa Electric Company right-of-way; thence South 77°08'37" E., along said Southerly right-of-way line, a distance of 278.99 feet to said Westerly right-of-way line of Interstate Highway No. 75; thence along a curve to the right, along said Westerly right-of-way line, having a radius of 5,567.58 feet, a delta of 14°12'56", an arc of 1,381.35 feet, a chord of 1,377.81 feet, and a chord bearing of South 23°13'45" E., to the POINT OF BEGINNING.

Subject to easements, reservations and restrictions of record. All of the above described parcel, as created in Tampa Palms Community Development District, Chapter 42C-1, F.A.C., containing 5311 acres, more or less.

ALSO LESS AND EXCEPT:

DESCRIPTION: That part of the East 3/4 of Section 21, the West 1/2 and the Southeast 1/4 of Section 22, the South 1/2 of Section 23, and all of Sections 26 and 27, lying North and East of a 200 foot wide Tampa Electric Company right-of-way, as recorded in Official Record Book 1169, Page 54, of the Public Records of Hillsborough County, Florida, and lying Northwesterly of the right-of-way for County Road No. 581 (State Road No. S-581) as recorded in Official Record Book 227, Page 707, in Official Record Book 226, Page 556, and Official Record Book 241, Page 76, of the Public Records of Hillsborough County, Florida, and ALL lying in Township 27 South, Range 19 East, Hillsborough County, Florida.

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING at the Northwest corner of said Section 22, run thence along the North boundary of the Northwest 1/4 of said Section 22, S. 89°45'09" E., 2663.36 feet to the Northeast corner of said Northwest 1/4 of Section 22; thence along the East boundary of said Northwest 1/4 of Section 22, S. 00°04'06" W., 2640.14 feet to the center of said Section 22; thence along the North boundary of the Southeast 1/4 of said Section 22, S. 89°52'54" E., 2,659.65 feet to the Northeast corner of said Southeast 1/4 of Section 22; thence along the North boundary of the South 1/2 of the aforesaid Section 23, S. 89°30'00" E., 2868.10 feet to a point on the Northwesterly right-of-way line of County Road No. 581 (State Road S-581), as described in Official Record Book 226, Page 556, Official Record Book 227, Page 707 and Official Record Book 241, Page 76, Public Records of Hillsborough County, Florida; thence along said Northwesterly right-of-way line, S. 41°43'09" W., 7,169.22 feet to a point on the Northeasterly boundary of a 200 foot wide Tampa Electric Company right-of-way as described in Official Record Book 1169, Page 54, of the Public Records of Hillsborough County, Florida, N. 47°21'09" W., 4,677.06 feet; thence along the Northerly boundary of said property described in Official Record Book 1169, Page 54, N. 88°58'22" W., 3960.45 feet to a point on the West boundary of the Southeast 1/4 of the Southwest 1/4 of the aforesaid Section 21; thence along said West boundary, N. 00°01'33" E., 896.96 feet; thence along the West boundary of the Northeast 1/4 of said Southwest 1/4 of Section 21, N. 00°12'27" W., 1327.00 feet; thence along the West boundary of the Southeast 1/4 of the Northwest 1/4 of said Section 21, N. 00°23'57" W., 1326.75 feet; thence along the West boundary of the Northeast 1/4 of said Northwest 1/4 of Section 21, N. 00°27'27" W., 1,324.77 feet to the Northwest corner of said Northeast 1/4 of the Northwest 1/4 of Section 21, thence along the North boundary of said Northeast 1/4 of the Northwest 1/4 of Section 21, S. 88°40'19" E., 1,344.34 feet; thence along the North boundary of the Northeast 1/4 of said Section 21, S. 88°54'49" E., 2,663.84 feet to the BEGINNING.

Containing 1201.484 acres, more or less.

ALSO LESS AND EXCEPT:

DESCRIPTION: A portion of Sections 23, 25, 26, 27, 35 and 36, lying Northerly of the Northerly right-of-way line of a Tampa Electric Company 200 foot Transmission Line, as described in Official Record Book 1169, Page 54, of the Public Records of Hillsborough County, Florida, Westerly of the Westerly right-of-way line of Interstate Highway 75 (State Road 93A), and Easterly of the Easterly right-of-way line of County Road 581, all lying and being in Township 27 South, Range 19 East, Hillsborough County, Florida, being more particularly described as follows:

Commence at the Southeast corner of said Section 23, thence along the South boundary line of said Section 23, N. 89°30'46" W., for 923.32 feet, to a point of intersection with said Westerly right-of-way line of Interstate Highway 75, said point being the POINT OF BEGINNING; thence along said Westerly right-of-way line, for the following two (2) courses, S. 17°05'00" E., for 2927.23 feet, to a point of curvature of a curve concave to the Northeast; thence Southeasterly along the arc of said curve, having a radius of 5,891.58 feet, a central angle of 33°01'07", and arc length of 3,395.21 feet, and a chord, bearing S. 33°35'33"E., for 3,348.42 feet, thence leaving said Westerly right-of-way line, N. 88°24'29" W., for 2,563.10 feet; thence N. 71°42'07" W., for 425.04 feet; thence N. 53°07'23" W., for 370.87 feet; thence N. 81°06'54" W., for 1,663.76 feet; thence N. 65°55'53" W., for 1,399.60 feet; thence N. 76°30'58" W., for 318.55 feet, thence N. 75°30'42" W., for 893.57 feet; thence S. 42°40'36" W., for 133.49 feet, to a point on the Northerly right-of-way line of said Tampa Electric Company 200 foot Transmission Line; thence along said Northerly right-of-way line, N. 47°19'24" W., for 1,905.76 feet, to a Tampa Electric Company right-of-way monument, said monument being the point of intersection with the Easterly right-of-way line of said County Road 581; thence along said right-of-way line, N. 41°43'43" E., for 6,294.64 feet, to the point of intersection with the Westerly right-of-way line of said Interstate Highway 75; thence along said Westerly right-of-way line for the following ten (10) courses, S. 48°14'32" E., for 38.00 feet; thence N. 41°45'28" E., for 296.82 feet; thence N.45°34'19"E., for 463.03 feet; thence N. 70°14'42" E., for 180.33 feet; thence S. 60°24'32" E., for 180.33 feet; thence S. 35°44'09" E., for 298.37 feet; thence S. 33°26'43" E., for 480.71 feet to a point of curvature of a curve concave to the Southwest; thence Southeasterly along the arc of said curve, having a radius of 1,815.86 feet, a central angle of 15°12'58", an arc length of 482.24 feet, and a chord, bearing S. 25°50'14" E., for 480.82 feet; thence S. 18°13'45" E., for 1199.31 feet; thence S.17°05'00" E., for 140.09 feet to the POINT OF BEGINNING.

Containing 785.02 acres, more or less.

ALTOGETHER containing 3325 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 6-13-82, Formerly 42C-1.02, Amended 8-29-95, 4-19-01.

Fla. Admin. Code R. 42C-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Frank E. Mackle, III, Paul M. Schaefer, Richard F. Schulte, Edward G. Grafton, William I. Levingston.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 6-13-82, Formerly 42C-1.03, Technical Change 4-9-26.

Division 42VV Tern Bay Community Development District

Chapter 42VV-1 TERN BAY COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42VV-1.001 Establishment

The Tern Bay Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-15-04.

Fla. Admin. Code R. 42VV-1.002 Boundary

The boundaries of the District are as follows:

A parcel of land lying in Section 17, fractional Section 19, fractional Section 13, fractional Section 18 and Section 20, Township 42 South, Range 23 East, Charlotte County, Florida, being more particularly described as follows:

Commence at the Northeast corner of said Section 17; thence, North 89°24'04" West, along the North line of said Section 17, a distance of 55.00 feet to the Westerly right-of-way line of Burnt Store Road according to the Florida Department of Transportation Right-of-Way Map of State Road No. S-765 (Burnt Store Road) Section 01540-2601; thence, South 00°17'16" West, along said right-of-way line, a distance of 100.00 feet, for a Point Of Beginning; thence, South 00°17'16" West, along said right-of-way line, a distance of 157.76 feet; thence, South 89°42'44" East, along said right-of-way line, a distance of 15.00 feet; thence, South 00°17'16" West, along said right-of-way line, a distance of 1820.00 feet; thence, South 89°42'44" East, along said right-of-way line, a distance of 1.00 feet; thence, South 00°17'16" West, along said right-of-way line, a distance of 10.00 feet; thence, North 89°42'44" West, along said right-of-way line, a distance of 1.00 feet; thence, South 00°17'16" West, along said right-of-way line, a distance of 220.00 feet; thence, South 89°42'44" East, along said right-of-way line, a distance of 3.00 feet; thence, South 00°46'19" West, along said right-of-way line, a distance of 361.28 feet; thence, South 00°17'16" West, along said right-of-way line, a distance of 2304.01 feet to a point on a circular curve concave northwesterly, having as elements a radius of 1110.92 feet, a central angle of 14°05'30" and a chord bearing of South 12°46'18" West; thence, Southwesterly, along said right-of-way and the arc of said curve, a distance of 273.23 feet; thence, North 70°10'57" West, along said right-of-way line, a distance of 15.00 feet to a point on a circular curve concave northwesterly, having as elements a radius of 1095.92 feet, a central angle of 05°52'03" and a chord bearing of South 22°45'05" West; thence, Southwesterly, along said right-of-way and the arc of said curve, a distance of 112.23 feet to the South line of said Section 17; thence, North 89°36'39" West, along said South line, a distance of 1175.79 feet to the Northeast corner of the Northwest 1/4 of the Northeast 1/4 of said Section 20; thence, South 01°10'04'' West, along the East line of said Northwest 1/4, of the Northwest of 1/4 of Section 20, a distance of 1295.74 feet to the Southeast corner of the Northwest 1/4 of the Northeast 1/4; thence, South 01°25'14" West, along the East line of said North 1/2 of the North 1/2 of the Southwest 1/4 of the Northeast 1/4 of said Section 20, a distance of 26.65 feet to the said Westerly right-of-way line of Burnt Store Road; thence, South 44°54'56" West, along said right-of-way line, a distance of 883.62 feet to the South line of the South 1/2 of the North 1/2 of the Southwest 1/4 of the Northeast 1/4 of said Section 20; thence, South 89°34'53" West, along said South line a distance of 708.29 feet to the East line of the Northwest 1/4 of said Section 20; thence, South 00°48'01" West, along said East line, a distance of 654.15 feet to the North line of the South 1/2 of said Section 20; thence, North 89°08'41" East, along said North line, a distance of 61.00 feet to the said Westerly right-of-way line of Burnt Store Road; thence, South 44°54'56" West, along said right-of-way line, a distance of 500.42 feet; thence, North 45°05'57" West, perpendicular to said right-of-way line, a distance of 489.78 feet to the said South line of the Northwest 1/4 of said Section 20; thence, South 89°18'11" West, along said South line, a distance of 2015.19 feet to the Southwest corner of the Northwest 1/4 of said Section 20; thence, South 89°24'20" West along the South line of the North 1/2 of said fractional Section 19, a distance of 950.17 feet; thence, continue along the South line of the North 1/2 of said fractional Section 19, a distance of 3686.76 feet, to a point on the West line of said fractional Section 19; thence along the West line of said fractional Section 19, North 04°47'10" West, 2757.78 feet to the Southeast corner of said fractional Section 13, thence Westerly along the South line of fractional Section 13 to the Mean High Water Line of Charlotte Harbor; thence Northerly, meandering said Mean High Water Line to the North Line of said fractional Section 13; thence Easterly to the Northwest corner of said fractional Section 18; thence South 03°48'00" East, 112.91 feet; thence South 89°15'00" East, parallel with and 100.00 feet South of the North line of said fractional Section 18, a distance of 5294.27 feet to a point on the West line of said Section 17; thence, South 89°24'04" East, parallel with and 100.00 feet South of the North line of said Section 17, a distance of 2653.60 feet; thence, South 89°23'24" East, parallel with and 100.00 feet south of the North line of said Section 17, a distance of 2599.92 feet to the Point of Beginning.

Said land containing 1778.97 acres, more or less.

Said land situate, lying and being in Charlotte County, Florida.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-15-04.

Fla. Admin. Code R. 42VV-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: John Reisman, Ken Weiner, David Knizner, Maureen Nash, and Dana Gourley.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-15-04.

Division 42XX Tesoro Community Development District

Chapter 42XX-1 TESORO COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42XX-1.001 Establishment

The Tesoro Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 1-10-05.

Fla. Admin. Code R. 42XX-1.002 Boundary

The boundaries of the District are as follows:

Being a portion of TESORO PLAT NO. ONE Plat Book 40, Page 30, and a portion of Sections 21 and 22, Township 37 South, Range 40 East, all being in St. Lucie County, Florida and being more particularly described as follows:

Commence at the intersection of the East right-of-way line of the Sunshine State Parkway (a 300 foot right-of-way) and the North right-of-way line of Becker Road; thence S 89°47'18'' E a distance of 153.97 feet to the beginning of a curve concave to the north having a radius of 1,375.00 feet; thence easterly along the arc of said curve a distance of 588.36 feet through a central angle of 24°31'00''; thence S 24°8'18'' E a distance of 25.00 feet; thence N 65°42'01'' E a distance of 677.39 feet to the POINT OF BEGINNING of the following described Parcel; Thence continue N 65°41'12'' E a distance of 1,340.11 feet; thence N 65°43'15'' E a distance of 442.50 feet to the intersection with a non tangent curve concave to the south, having a radius of 3,075.00 feet, the chord of which bears N 74°09'07'' E; thence easterly along the arc of said curve, a distance of 907.70 feet through a central angle of 16°54'47''; thence N 00°13'10'' E a distance of 850.37 feet; thence N 40°59'10'' E a distance of 741.61 feet; thence N 49°07'47'' W a distance of 95.03 feet; thence N 40°52'13'' E a distance of 81.53 feet; thence N 49°07'47'' W a distance of 125.00 feet; thence N 40°52'13'' E a distance of 1,029.81 feet; thence N 00°07'35'' E a distance of 64.58 feet; thence N 00°13'28'' E a distance of 5,320.71 feet; thence N 89°33'21'' W a distance of 1,327.48 feet; thence N 00°13'28'' E a distance of 484.24 feet; thence S 88°44'06'' W a distance of 147.46 feet; thence S 80°21'05'' W a distance of 144.31 feet; thence S 62°44'55'' W a distance of 104.04 feet; thence S 55°35'49'' W a distance of 114.43 feet; thence N 75°36'33'' W a distance of 95.31 feet; thence N 22°15'48'' E a distance of 480.80 feet; thence N 40°31'26'' W a distance of 368.66 feet; thence N 14°12'03'' W a distance of 363.51 feet; thence N 79°07'54'' W a distance of 280.00 feet; thence N 59°42'38'' W a distance of 428.42 feet; thence N 46°00'51'' W a distance of 205.77 feet; thence N 21°35'51'' W a distance of 675.61 feet; thence N 84°25'23'' W a distance of 471.85 feet; thence S 35°26'38'' W a distance of 311.33 feet; thence S 58°54'27'' W a distance of 1,006.20 feet; thence S 38°44'32'' W a distance of 1,028.58 feet; thence S 52°41'08'' W a distance of 522.19 feet; thence S 73°21'41'' W a distance of 410.44 feet; thence S 85°27'55'' W a distance of 776.45 feet; thence S 77°57'28'' W a distance of 50.56 feet; thence N 03°30'04'' W a distance of 886.34 feet; thence S 86°29'56'' W a distance of 100.00 feet; thence S 03°30'04'' E a distance of 255.17 feet; thence S 86°29'49'' W a distance of 145.00 feet; thence S 03°30'11'' E a distance of 150.00 feet; thence S 86°29'49'' W a distance of 254.78 feet; thence S 34°33'30'' W a distance of 62.63 feet to the intersection with a non tangent curve concave to the southwest, having a radius of 250.00 feet, the chord of which bears N 66°56'53'' W; thence northwesterly along the arc of said curve, a distance of 100.39 feet through a central angle of 23°00'32'' to the point of reverse curvature with a curve concave to the northeast having a radius of 186.53 feet; thence northwesterly along the arc of said curve a distance of 100.79 feet, through a central angle of 30°57'36''; thence N 47°29'32'' W a distance of 263.50 feet; thence S 42°30'28'' W a distance of 100.00 feet; thence N 47°29'32'' W a distance of 195.31 feet to the beginning of a curve concave to the south having a radius of 70.00 feet; thence westerly along the arc of said curve a distance of 136.24 feet through a central angle of 111°30'41''; thence S 21°13'48'' W a distance of 75.59 feet; thence S 13°29'38'' E a distance of 96.31 feet; thence S 76°30'22'' W a distance of 270.80 feet; thence S 13°29'38'' E a distance of 3,565.06 feet to the beginning of a curve concave to the east having a radius of 11,286.16 feet; thence southerly along the arc of said curve a distance of 1,975.37 feet through a central angle of 10°01'42''; thence S 23°31'20'' E a distance of 1,417.06 feet; thence S 24°43'09'' E a distance of 1,089.58 feet to the beginning of a curve concave to the northeast having a radius of 2,741.00 feet; thence southeasterly along the arc of said curve a distance of 1,499.50 feet through a central angle of 31°20'40''; thence S 56°03'49'' E a distance of 710.10 feet to the beginning of a curve concave to the north having a radius of 860.00 feet; thence easterly along the arc of said curve a distance of 419.62 feet through a central angle of 27°57'22'' to the point of reverse curvature with a curve concave to the southwest having a radius of 540.00 feet; thence southeasterly along the arc of said curve a distance of 573.06 feet, through a central angle of 60°48'13'' to the intersection with a non tangent curve concave to the west, having a radius of 50.00 feet, the chord of which bears S 18°54'22'' W; thence southerly along the arc of said curve, a distance of 81.66 feet through a central angle of 93°34'43'' to the POINT OF BEGINNING.

LESS AND EXCEPT SOUTHBEND BOULEVARD RIGHT-OF-WAY

Beginning at a point, said point being the POINT OF BEGINNING; thence N 65°41'12'' E a distance of 220.01 feet to the intersection with a non tangent curve concave to the north, having a radius of 50.00 feet, the chord of which bears N 69°18'33'' W; thence westerly along the arc of said curve, a distance of 78.55 feet through a central angle of 90°00'30''; thence N 24°18'18'' W a distance of 13.35 feet to the beginning of a curve concave to the southwest having a radius of 660.00 feet; thence northwesterly along the arc of said curve a distance of 687.87 feet through a central angle of 59°42'53'' to the point of reverse curvature with a curve concave to the north, having a radius of 740.00 feet; thence westerly along the arc of said curve a distance of 361.06 feet, through a central angle of 27°57'22''; thence N 56°03'49'' W a distance of 710.10 feet to the beginning of a curve concave to the northeast having a radius of 2,621.00 feet; thence northwesterly along the arc of said curve a distance of 1,433.85 feet through a central angle of 31°20'40''; thence N 24°43'09'' W a distance of 1,088.33 feet; thence N 23°31'20'' W a distance of 1,415.81 feet to the beginning of a curve concave to the east having a radius of 11,166.16 feet; thence northerly along the arc of said curve a distance of 1,954.37 feet through a central angle of 10°01'42''; thence N 13°29'38'' W a distance of 1,696.84 feet to the intersection with a non tangent curve concave to the southeast, having a radius of 1,221.19 feet, the chord of which bears N 22°46'30'' E; thence northeasterly along the arc of said curve, a distance of 1,536.48 feet through a central angle of 72°05'19''; thence N 31°10'51'' W a distance of 10.00 feet to the intersection with a non tangent curve concave to the northwest, having a radius of 795.00 feet, the chord of which bears N 27°39'33'' E; thence northeasterly along the arc of said curve, a distance of 864.72 feet through a central angle of 62°19'13''; thence N 03°30'04'' W a distance of 146.34 feet; thence S 86°29'56'' W a distance of 100.00 feet; thence S 03°30'04'' E a distance of 255.17 feet; thence S 86°29'49'' W a distance of 50.00 feet; thence S 03°30'11'' E a distance of 150.00 feet to the intersection with a non tangent curve concave to the northwest, having a radius of 695.00 feet, the chord of which bears S 38°35'29'' W; thence southwesterly along the arc of said curve, a distance of 490.73 feet through a central angle of 40°27'19''; thence N 31°10'51'' W a distance of 10.00 feet to the intersection with a non tangent curve concave to the southeast, having a radius of 1,341.19 feet, the chord of which bears S 22°39'46'' W; thence southwesterly along the arc of said curve, a distance of 1,692.71 feet through a central angle of 72°18'47''; thence S 13°29'38'' E a distance of 1,692.07 feet to the beginning of a curve concave to the east having a radius of 11,286.16 feet; thence southerly along the arc of said curve a distance of 1,975.37 feet through a central angle of 10°01'42''; thence S 23°31'20'' E a distance of 1,417.06 feet; thence S 24°43'09'' E a distance of 1,089.58 feet to the beginning of a curve concave to the northeast having a radius of 2,741.00 feet; thence southeasterly along the arc of said curve a distance of 1,499.50 feet through a central angle of 31°20'40''; thence S 56°03'49'' E a distance of 710.10 feet to the beginning of a curve concave to the north having a radius of 860.00 feet; thence easterly along the arc of said curve a distance of 419.62 feet through a central angle of 27°57'22'' to the point of reverse curvature with a curve concave to the southwest, having a radius of 540.00 feet; thence southeasterly along the arc of said curve a distance of 573.06 feet, through a central angle of 60°48'13'' to the intersection with a non tangent curve concave to the west, having a radius of 50.00 feet, the chord of which bears S 18°54'22'' W; thence southerly along the arc of said curve, a distance of 81.66 feet through a central angle of 93°34'43'' to the POINT OF BEGINNING.

LESS AND EXCEPT THE WATERS OF BLAKESLEE CREEK

LESS AND EXCEPT THE WATERS OF WINTERS CREEK

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 1-10-05.

Fla. Admin. Code R. 42XX-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Robert Kerner; Cindy Ford; Thomas Knowles; Richard Hohman and Todd White.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 1-10-05.

Division 42H The Crossings at Fleming Island Community Development District

Chapter 42H-1 THE CROSSINGS AT FLEMING ISLAND COMMUNITY DEVELOPMENT DISTRICT (CDD)

Fla. Admin. Code R. 42H-1.001 Creation

The Crossings at Fleming Island Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 11-20-89.

Fla. Admin. Code R. 42H-1.002 Boundary

THE BOUNDARY OF THE DISTRICT IS AS FOLLOWS:

J-15588-R

JULY 20, 1987

AMENDED MARCH 8, 1989

PARCEL “A”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTIONS 32 AND 33, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHEAST CORNER OF SAID SECTION 32; THENCE SOUTH 00 DEGREES 26 MINUTES 27 SECONDS EAST ALONG THE DIVIDING LINE BETWEEN SECTIONS 32 AND 33, A DISTANCE OF 4,088.66 FEET; THENCE NORTH 89 DEGREES 38 MINUTES 28 SECONDS EAST 2,055.90 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15), SAID POINT BEING ON A CURVE, SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 23,050.31 FEET; THENCE SOUTHERLY ALONG THE SAID WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 ALONG AND AROUND SAID CURVE, AN ARC DISTANCE OF 451.30 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 03 DEGREES 36 MINUTES 08 SECONDS WEST 451.30 FEET; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 03 DEGREES 02 MINUTES 29 SECONDS WEST 749.54 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG AND AROUND SAID CURVE, AN ARC DISTANCE OF 113.31 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-220, THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 46 DEGREES 19 MINUTES 17 SECONDS WEST 102.83 FEET; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-220, THE FOLLOWING THREE (3) COURSES AND DISTANCES: (1) SOUTH 89 DEGREES 36 MINUTES 06 SECONDS WEST 1,903.64 FEET; (2) SOUTH 89 DEGREES 38 MINUTES 02 SECONDS WEST (3) SOUTH 89 DEGREES 56 MINUTES 53 SECONDS WEST 3,374.25 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF LAKESHORE DRIVE; THENCE NORTH 00 DEGREES 26 MINUTES 05 SECONDS EAST ALONG LAST SAID LINE 3,971.69 FEET TO THE SOUTH LINE OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF SAID SECTION 32; THENCE NORTH 89 DEGREES 50 MINUTES 37 SECONDS EAST ALONG LAST SAID LINE 1,974.08 FEET TO THE EAST LINE OF THE SAID NORTHWEST 1/4; THENCE NORTH 00 DEGREES 08 MINUTES 28 SECONDS WEST ALONG LAST SAID LINE 1,383.83 FEET TO THE NORTH LINE OF SAID SECTION 32; THENCE NORTH 89 DEGREES 47 MINUTES 24 SECONDS EAST ALONG LAST SAID LINE 2,734.03 FEET TO THE POINT OF BEGINNING, CONTAINING 578.74 ACRES, MORE OR LESS.

LESS AND EXCEPT:

A PARCEL OF LAND SITUATED IN THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 32; THENCE ON THE NORTH LINE THEREOF RUN SOUTH 89 DEGREES 47 MINUTES 24 SECONDS WEST 2,734.03 FEET TO THE EAST LINE OF SAID NORTHWEST 1/4; THENCE ON LAST SAID LINE RUN THE FOLLOWING TWO COURSES: (1) SOUTH 00 DEGREES 08 MINUTES 28 SECONDS EAST 1,383.83 FEET TO THE NORTH LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 AND THE POINT OF BEGINNING; (2) SOUTH 00 DEGREES 08 MINUTES 28 SECONDS EAST 242.58 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 37 SECONDS WEST 1,976.52 FEET; THENCE NORTH 00 DEGREES 26 MINUTES 05 SECONDS EAST 242.59 FEET TO SAID NORTH LINE OF THE SOUTH 1/2 OF THE NORTHWEST 1/4; THENCE ON LAST SAID LINE NORTH 89 DEGREES 50 MINUTES 37 SECONDS EAST 1,974.08 FEET TO THE POINT OF BEGINNING, BEING 11.00 ACRES, MORE OR LESS, IN AREA.

J-18947-R

MAY 22, 1989

(D. R. I. PARCEL NO. A-1)

(TRACT NO. 1)

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PARCEL OF LAND SITUATED IN SECTION 31, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 31 (ALSO BEING THE SOUTHWEST CORNER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 26 EAST); THENCE ON THE EAST LINE OF SAID SECTION 31 (ALSO BEING WEST LINE OF SAID SECTION 32) RUN NORTH 00 DEGREES 07 MINUTES 28 SECONDS EAST 70.00 FEET TO THE NORTHERLY LINE OF COUNTY ROAD NO. C-220; THENCE ON LAST SAID LINE RUN THE FOLLOWING FOUR COURSES: 1) SOUTH 89 DEGREES 57 MINUTES 02 SECONDS WEST 419.11 FEET; 2) SOUTH 89 DEGREES 27 MINUTES 02 SECONDS WEST 30.95 FEET; 3) SOUTH 00 DEGREES 32 MINUTES 58 SECONDS EAST 20.00 FEET; 4) SOUTH 89 DEGREES 27 MINUTES 02 SECONDS WEST 866.40 FEET TO THE WEST LINE OF THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 31; THENCE ON LAST SAID LINE NORTH 00 DEGREES 07 MINUTES 04 SECONDS WEST 2,598.03 FEET TO THE SOUTH LINE OF THE NORTH ONE-HALF OF SAID SECTION 31; THENCE ON LAST SAID LINE SOUTH 89 DEGREES 48 MINUTES 43 SECONDS WEST 2,519.75 FEET TO THE WEST LINE OF WEST LAKESHORE DRIVE (FORMERLY PARKGATE DRIVE) AND THE POINT OF BEGINNING; THENCE ON LAST SAID LINE NORTH 13 DEGREES 06 MINUTES 16 SECONDS WEST 311.98 FEET TO THE SOUTHERLY LINE OF CANTERBURY DRIVE; THENCE ON LAST SAID LINE RUN THE FOLLOWING SIX COURSES: 1) SOUTH 89 DEGREES 53 MINUTES 44 SECONDS WEST 124.77 FEET; 2) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEASTERLY AND HAVING A RADIUS OF 151.68 FEET, A CHORD DISTANCE OF 193.77 FEET, THE BEARING OF SAID CHORD BEING SOUTH 50 DEGREES 11 MINUTES 47 SECONDS WEST; 3) SOUTH 10 DEGREES 29 MINUTES 29 SECONDS WEST 19.35 FEET; 4) ON THE ARC OF A CURVE CONCAVE TO THE NORTHWESTERLY AND HAVING A RADIUS OF 1,200.00 FEET, A CHORD DISTANCE OF 279.99 FEET, THE BEARING OF LAST SAID CHORD BEING SOUTH 17 DEGREES 11 MINUTES 48 SECONDS WEST; 5) ON THE ARC OF A CURVE CONCAVE TO THE NORTHWESTERLY AND HAVING A RADIUS OF 435.00 FEET, A CHORD DISTANCE OF 130.00 FEET, THE BEARING OF LAST SAID CHORD BEING SOUTH 32 DEGREES 29 MINUTES 24 SECONDS WEST; 6) ON THE ARC OF A CURVE CONCAVE TO THE NORTHWESTERLY AND HAVING A RADIUS OF 1,066.00 FEET, A CHORD DISTANCE OF 30.33 FEET TO THE EAST LINE OF LAKE SHORE BOULEVARD, THE BEARING OF LAST SAID CHORD BEING SOUTH 51 DEGREES 05 MINUTES 12 SECONDS WEST; THENCE ON LAST SAID LINE SOUTH 07 DEGREES 21 MINUTES 40 SECONDS EAST 72.59 FEET; THENCE SOUTH 82 DEGREES 38 MINUTES 20 SECONDS WEST 80.00 FEET TO THE WEST LINE OF LAKE SHORE 1,401.82 FEET; BOULEVARD; THENCE ON LAST SAID LINE NORTH 07 DEGREES 21 MINUTES 40 SECONDS WEST 30 FEET, MORE OR LESS, TO THE WATERS OF MAINARD BRANCH; THENCE ALONG SAID WATERS IN A GENERAL WESTERLY DIRECTION 640 FEET, MORE OR LESS, TO THE WATERS OF DOCTORS LAKE; THENCE ALONG LAST SAID WATERS IN A GENERAL SOUTHWESTERLY DIRECTION 980 FEET, MORE OR LESS TO THE SOUTHERLY LINE OF GOVERNMENT LOT 3, OF SAID SECTION 31 (ALSO BEING THE NORTHERLY LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 840, PAGE 118 OF PUBLIC RECORDS OF SAID COUNTY); THENCE ON LAST SAID LINE SOUTH 89 DEGREES 07 MINUTES 59 SECONDS EAST 1950 FEET, MORE OR LESS, TO A CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF SAID GOVERNMENT LOT 3; THENCE CONTINUE ON THE NORTHERLY LINE OF LANDS DESCRIBED IN SAID OFFICIAL RECORDS BOOK 840, PAGE 118, SOUTH 88 DEGREES 53 MINUTES 48 SECONDS EAST 302.35 FEET TO A CONCRETE MONUMENT ON SAID WESTERLY LINE OF WEST LAKESHORE DRIVE; THENCE ON LAST SAID LINE RUN THE FOLLOWING THREE COURSES: 1) NORTH 04 DEGREES 12 MINUTES 16 SECONDS WEST 336.74 FEET; 2) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWESTERLY AND HAVING A RADIUS OF 6,391.78 FEET, A CHORD DISTANCE OF 991.88 FEET, THE BEARING OF LAST SAID CHORD BEING NORTH 08 DEGREES 39 MINUTES 16 SECONDS WEST; 3) NORTH 13 DEGREES 06 MINUTES 16 SECONDS WEST 25.73 FEET TO THE POINT OF BEGINNING, BEING 42.2 ACRES, MORE OR LESS, IN AREA.

J-18947-R

MAY 22, 1989

(D. R. I. PARCEL NO. A-1)

(TRACT NO. 2)

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PARCEL OF LAND SITUATED IN SECTIONS 29, 30, 31, AND 32, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 32; THENCE ON THE WEST LINE THEREOF RUN NORTH 00 DEGREES 07 MINUTES 28 SECONDS EAST 70.00 FEET TO THE NORTHERLY LINE OF COUNTY ROAD NO. C-220 AND THE POINT OF BEGINNING; THENCE ON LAST SAID LINE RUN THE FOLLOWING THREE COURSES: 1) NORTH 89 DEGREES 57 MINUTES 02 SECONDS EAST 50.63 FEET; 2) SOUTH 00 DEGREES 02 MINUTES 58 SECONDS EAST 20.00 FEET; 3) NORTH 89 DEGREES 57 MINUTES 02 SECONDS EAST 512.52 FEET TO THE WEST LINE OF EAST LAKESHORE DRIVE; THENCE ON LAST SAID LINE RUN THE FOLLOWING TWO COURSES: 1) NORTH 00 DEGREES 25 MINUTES 02 SECONDS EAST 3,971.70 FEET; 2) NORTH 00 DEGREES 30 MINUTES 22 SECONDS EAST 3,053.80 FEET TO THE SOUTH LINE OF LAKESHORE DRIVE; THENCE ON LAST SAID LINE RUN THE FOLLOWING FOUR COURSES 1) NORTH 89 DEGREES 37 MINUTES 15 SECONDS WEST 417.86 FEET; 2) NORTH 00 DEGREES 22 MINUTES 45 SECONDS EAST 20.00 FEET; 3) NORTH 89 DEGREES 37 MINUTES 15 SECONDS WEST 1,231.36 FEET; 4) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHERLY AND HAVING A RADIUS OF 1,799.71 FEET; A CHORD DISTANCE OF 113.61 FEET TO THE WESTERLY LINE OF BLOCK 5, NEILHURST SECTION 3, ACCORDING TO PLAT BOOK 2, PAGE 48 OF THE PUBLIC RECORDS OF SAID COUNTY, THE BEARING OF SAID CHORD BEING SOUTH 88 DEGREES 34 MINUTES 14 SECONDS WEST; THENCE ON LAST SAID LINE AND ON THE ARC OF A CURVE CONCAVE TO THE NORTHEASTERLY AND HAVING A RADIUS OF 1,825.00 FEET, RUN A CHORD DISTANCE OF 726.58 FEET TO A NORTHEASTERLY PROLONGATION OF THE NORTHERLY LINE OF BLOCK 10, SAID NEILHURST SECTION 3, THE BEARING OF LAST SAID CHORD BEING SOUTH 12 DEGREES 28 MINUTES 20 SECONDS EAST; THENCE ON SAID PROLONGATION AND THEN ON SAID NORTHERLY LINE SOUTH 66 DEGREES 47 MINUTES 59 SECONDS WEST 275.03 FEET TO THE EASTERLY LINE OF LOT 126, SAID BLOCK 10; THENCE ON LAST SAID LINE SOUTH 25 DEGREES 24 MINUTES 11 SECONDS EAST 112.02 FEET TO THE NORTHEASTERLY CORNER OF LOT 127, SAID BLOCK 10; THENCE ON THE EASTERLY LINE THEREOF SOUTH 27 DEGREES 56 MINUTES 03 SECONDS EAST 72.88 FEET TO THE NORTHEASTERLY CORNER OF LOT 128, SAID BLOCK 10; THENCE ON THE EASTERLY LINE THEREOF SOUTH 29 DEGREES 47 MINUTES 50 SECONDS EAST 63.77 FEET TO THE SOUTHEASTERLY CORNER OF SAID LOT 128; THENCE ON THE SOUTHERLY LINE THEREOF SOUTH 59 DEGREES 19 MINUTES 57 SECONDS WEST 205.09 FEET TO THE SOUTHWESTERLY LINE OF SAID BLOCK 10; THENCE ON LAST SAID LINE AND THEN ON A SOUTHEASTERLY PROLONGATION THEREOF AND ON THE ARC OF A CURVE CONCAVE TO THE NORTHEASTERLY AND HAVING A RADIUS OF 2,305.00 FEET, RUN A CHORD DISTANCE OF 600.47 FEET TO THE MOST WESTERLY CORNER OF BLOCK 16, SAID NEILHURST SECTION 3, THE BEARING OF LAST SAID CHORD BEING SOUTH 38 DEGREES 07 MINUTES 39 SECONDS EAST; THENCE SOUTH 45 DEGREES 22 MINUTES 52 SECONDS WEST 550.07 FEET TO THE MOST NORTHERLY CORNER OF BLOCK 14, SAID NEILHURST SECTION 3; THENCE ON THE SOUTHWESTERLY LINE OF AN UNNAMED ROAD ACCORDING TO SAID PLAT BOOK 2, PAGE 48, AND ON THE ARC OF A CURVE CONCAVE TO THE NORTHEASTERLY AND HAVING A RADIUS OF 2,855.00 FEET, RUN A CHORD DISTANCE OF 768.48 FEET, THE BEARING OF LAST SAID CHORD BEING NORTH 37 DEGREES 41 MINUTES 09 SECONDS WEST; THENCE ON THE NORTHERLY LINE OF BLOCK 1, SAID NEILHURST SECTION 3, RUN THE FOLLOWING TWO COURSES: 1) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWESTERLY AND HAVING A RADIUS OF 410.00 FEET, A CHORD DISTANCE OF 436.62 FEET, THE BEARING OF LAST SAID CHORD BEING NORTH 62 DEGREES 07 MINUTES 26 SECONDS WEST; 2) ON THE ARC OF A CURVE CONCAVE TO THE NORTHERLY AND HAVING A RADIUS OF 524.99 FEET; A CHORD DISTANCE OF 36.14 FEET TO THE EAST LINE OF LOT 336, SAID BLOCK 1, THE BEARING OF LAST SAID CHORD BEING SOUTH 87 DEGREES 41 MINUTES 06 SECONDS WEST; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 14 MINUTES 34 SECONDS EAST 249.88 FEET TO THE SOUTH LINE OF SAID LOT 336; THENCE ON LAST SAID LINE AND THEN ON THE SOUTH LINE OF LOTS 335, 334, AND 333 OF SAID BLOCK 1, SOUTH 89 DEGREES 02 MINUTES 59 SECONDS WEST 404.04 FEET TO THE EAST LINE OF THE EAST ONE-HALF OF THE EAST THREE-QUARTERS OF THE EAST ONE-HALF OF GOVERNMENT LOT 3 OF SAID SECTION 30; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 14 MINUTES 34 SECONDS EAST 300.22 FEET TO THE SOUTH LINE OF SAID SECTION 30; THENCE ON LAST SAID LINE SOUTH 89 DEGREES 01 MINUTE 09 SECONDS WEST 247.50 FEET TO THE WEST LINE OF SAID EAST ONE-HALF OF THE EAST THREE-QUARTERS OF THE EAST ONE-HALF OF GOVERNMENT LOT 3; THENCE ON LAST SAID LINE RUN THE FOLLOWING TWO COURSES: 1) NORTH 00 DEGREES 16 MINUTES 03 SECONDS WEST 932.14 FEET; 2) NORTH 00 DEGREES 11 MINUTES 44 SECONDS WEST 336.88 FEET TO THE SOUTH LINE OF LAKESHORE DRIVE; THENCE ON LAST SAID LINE RUN THE FOLLOWING TWO COURSES: 1) SOUTH 79 DEGREES 54 MINUTES 14 SECONDS WEST 1,292.35 FEET; 2) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEASTERLY AND HAVING A RADIUS OF 1,740.10 FEET, A CHORD DISTANCE OF 145.97 FEET TO A NORTHWESTERLY PROLONGATION OF THE WESTERLY LINE OF LOT 3, BLOCK “L”, NEILHURST SECTION 1, ACCORDING TO PLAT BOOK 2, PAGE 45 OF SAID PUBLIC RECORDS, THE BEARING OF LAST SAID CHORD BEING SOUTH 77 DEGREES 30 MINUTES 00 SECONDS WEST; THENCE ON SAID PROLONGATION AND THEN ON SAID WESTERLY LINE SOUTH 18 DEGREES 40 MINUTES 12 SECONDS EAST 825.10 FEET TO THE SOUTHWEST CORNER OF SAID LOT 3; THENCE ON THE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY LINES OF LOTS 4 THOUGH 16 INCLUSIVE, SAID BLOCK “L”, RUN THE FOLLOWING FIVE COURSES: 1) SOUTH 76 DEGREES 26 MINUTES 51 SECONDS WEST 180.00 FEET; 2) SOUTH 47 DEGREES 43 MINUTES 50 SECONDS WEST 220.00 FEET; 3) SOUTH 28 DEGREES 31 MINUTES 51 SECONDS WEST 225.00 FEET; 4) SOUTH 09 DEGREES 22 MINUTES 43 SECONDS WEST 110.00 FEET; 5) SOUTH 04 DEGREES 43 MINUTES 36 SECONDS WEST 100.00 FEET TO THE NORTH LINE OF LOT 18, SAID BLOCK “L”; THENCE ON LAST SAID LINE AND THEN ON AN EASTERLY PROLONGATION THEREOF NORTH 89 DEGREES 56 MINUTES 50 SECONDS EAST 259.51 FEET TO THE EASTERLY LINE OF PARKGATE DRIVE; THENCE ON LAST SAID LINE AND THEN ON THE EASTERLY LINE OF WEST LAKESHORE DRIVE (FORMERLY PARKGATE DRIVE) RUN THE FOLLOWING FOUR COURSES: 1) ON THE ARC OF A CURVE CONCAVE TO THE EASTERLY AND HAVING A RADIUS OF 319.48 FEET, A CHORD DISTANCE OF 17.30 FEET, THE BEARING OF LAST SAID CHORD BEING SOUTH 00 DEGREES 51 MINUTES 12 SECONDS EAST; 2) SOUTH 02 DEGREES 24 MINUTES 16 SECONDS EAST 304.45 FEET; 3) ON THE ARC OF A CURVE CONCAVE TO THE EASTERLY AND HAVING A RADIUS OF 1,562.97 FEET, A CHORD DISTANCE OF 291.45 FEET; THE BEARING OF LAST SAID CHORD BEING SOUTH 07 DEGREES 45 MINUTES 15 SECONDS EAST; 4) SOUTH 13 DEGREES 06 MINUTES 16 SECONDS EAST 754.90 FEET TO THE NORTHERLY LINE LOT 9, BLOCK “Q”, SAID NEILHURST SECTION 1; THENCE ON LAST LINE NORTH 76 DEGREES 53 MINUTES 44 SECONDS EAST 200.00 FEET TO THE EASTERLY LINE OF SAID LOT 9; THENCE ON LAST SAID LINE SOUTH 13 DEGREES 06 MINUTES 16 SECONDS EAST 80.00 FEET TO THE SOUTHERLY LINE OF SAID LOT 9; THENCE ON LAST SAID LINE SOUTH 76 DEGREES 53 MINUTES 44 SECONDS WEST 200.00 FEET TO THE EASTERLY LINE OF SAID WEST LAKESHORE DRIVE; THENCE ON LAST SAID LINE SOUTH 13 DEGREES 06 MINUTES 16 SECONDS EAST 955.49 FEET TO THE SOUTH LINE OF THE NORTH ONE-HALF OF SAID SECTION 31; THENCE ON LAST SAID LINE NORTH 89 DEGREES 48 MINUTES 43 SECONDS EAST 2,452.04 FEET TO THE WEST LINE OF THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 31; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 07 MINUTES 04 SECONDS EAST 2,598.03 FEET TO THE NORTHERLY LINE OF COUNTY ROAD NO. C-220; THENCE ON LAST SAID LINE RUN THE FOLLOWING FOUR COURSES: 1) NORTH 89 DEGREES 27 MINUTES 02 SECONDS EAST 866.40 FEET; 2) NORTH 00 DEGREES 32 MINUTES 58 SECONDS WEST 20.00 FEET; 3) NORTH 89 DEGREES 27 MINUTES 02 SECONDS EAST 30.95 FEET; 4) NORTH 89 DEGREES 57 MINUTES 02 SECONDS EAST 419.11 FEET TO THE POINT OF BEGINNING, BEING 515.34 ACRES, MORE OR LESS, IN AREA.

J-18947-R

MAY 22, 1989

(D. R. I. PARCEL NO. A-1)

(TRACT NO. 3)

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PARCEL OF LAND SITUATED IN SECTIONS 29 AND 30, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 26 EAST; THENCE ON THE WEST LINE THEREOF RUN NORTH 00 DEGREES 07 MINUTES 28 SECONDS EAST 70.00 FEET TO THE NORTHERLY LINE OF COUNTY ROAD NO. C-220; THENCE ON LAST SAID LINE RUN THE FOLLOWING THREE COURSES: 1) NORTH 89 DEGREES 57 MINUTES 02 SECONDS EAST 50.63 FEET; 2) SOUTH 00 DEGREES 02 MINUTES 58 SECONDS EAST 20.00 FEET; 3) NORTH 89 DEGREES 57 MINUTES 02 SECONDS EAST 512.52 FEET TO THE WEST LINE OF EAST LAKESHORE DRIVE; THENCE ON LAST SAID LINE RUN THE FOLLOWING FOUR COURSES: 1) NORTH 00 DEGREES 25 MINUTES 02 SECONDS EAST 3,971.70 FEET; 2) NORTH 00 DEGREES 30 MINUTES 22 SECONDS EAST 3,053.80 FEET; 3) SOUTH 89 DEGREES 37 MINUTES 15 SECONDS EAST 12.32 FEET; 4) NORTH 00 DEGREES 22 MINUTES 05 SECONDS EAST 100.00 FEET TO THE POINT OF BEGINNING (BEING THE INTERSECTION OF SAID WEST LINE OF EAST LAKESHORE DRIVE WITH THE NORTH LINE OF LAKESHORE DRIVE); THENCE ON SAID NORTH LINE RUN THE FOLLOWING TWO COURSES: 1) NORTH 89 DEGREES 37 MINUTES 15 SECONDS WEST 1,661.52 FEET; 2) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHERLY AND HAVING A RADIUS OF 1,879.71 FEET, A CHORD DISTANCE OF 100.57 FEET TO THE EAST LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 251, PAGE 368, OF THE PUBLIC RECORDS OF SAID COUNTY, THE BEARING OF SAID CHORD BEING SOUTH 88 DEGREES 50 MINUTES 46 SECONDS WEST; THENCE ON SAID EAST LINE NORTH 00 DEGREES 23 MINUTES 23 SECONDS EAST 307 FEET MORE OR LESS TO THE WATERS OF DOCTORS LAKE; THENCE ALONG SAID WATERS IN A GENERAL EASTERLY DIRECTION 1,990 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SAID EAST LAKESHORE DRIVE, SAID POINT BEARS NORTH 00 DEGREES 22 MINUTES 05 SECONDS EAST 472 FEET, MORE OR LESS, FROM THE POINT OF BEGINNING; THENCE ON SAID WEST LINE SOUTH 00 DEGREES 22 MINUTES 05 SECONDS WEST 472 FEET, MORE OR LESS, TO THE POINT OF BEGINNING, BEING 13.2 ACRES, MORE OR LESS, IN AREA.

J-15588-R

JULY 21, 1987

PARCEL “B”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTION 33, TOWNSHIP 4 SOUTH RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF PETERS CREEK AS RECORDED IN PLAT BOOK 18, PAGES 60 THRU 64, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 89 DEGREES 38 MINUTES 28 SECONDS EAST ALONG THE SOUTHERLY LINE OF SAID PETERS CREEK, 383.29 FEET; THENCE SOUTH 00 DEGREES 14 MINUTES 55 SECONDS EAST 1,268.49 FEET TO THE NORTH RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-15-A; THENCE SOUTH 89 DEGREES 36 MINUTES 06 SECONDS WEST ALONG LAST SAID LINE, 381.29 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 75.00 FEET; THENCE NORTHWESTERLY ALONG AND AROUND SAID CURVE AND ARC DISTANCE OF 122.31 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15), THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 43 DEGREES 40 MINUTES 43 SECONDS WEST 109.20 FEET; THENCE NORTH 03 DEGREES 02 MINUTES 29 SECONDS EAST ALONG THE SAID EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17, A DISTANCE OF 728.50 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE EASTERLY AND HAVING A RADIUS OF 22,850.31 FEET; THENCE CONTINUE ALONG SAID EASTERLY RIGHT-OF-WAY, ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 463.21 FEET TO THE POINT OF BEGINNING, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 03 DEGREES 37 MINUTES 19 SECONDS EAST 463.20 FEET, CONTAINING 12.31 ACRES, MORE OR LESS.

J-15588-R

AUGUST 14, 1987

PARCEL “C”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTION 4, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 45 MINUTES 40 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 4, BEING ALSO THE CENTERLINE OF COUNTY ROAD NO. C-15-A, A DISTANCE OF 520.29 FEET; THENCE SOUTH 89 DEGREES 45 MINUTES 37 SECONDS WEST A DISTANCE OF 50.01 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89 DEGREES 45 MINUTES 37 SECONDS WEST A DISTANCE OF 1,281.23 FEET; THENCE SOUTH 00 DEGREES 45 MINUTES 44 SECONDS EAST A DISTANCE OF 850.14 FEET; THENCE SOUTH 89 DEGREES 45 MINUTES 37 SECONDS WEST A DISTANCE OF 254.97 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 19 SECONDS EAST A DISTANCE OF 1,555.21 FEET; THENCE SOUTH 89 DEGREES 45 MINUTES 04 SECONDS WEST A DISTANCE OF 634.07 FEET TO AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15); THENCE NORTHERLY ALONG THE SAID EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17, THE FOLLOWING THREE (3) COURSES: (1) NORTH 03 DEGREES 01 MINUTE 40 SECONDS EAST 702.75 FEET; (2) NORTH 03 DEGREES 02 MINUTES 29 SECONDS EAST 2,101.32 FEET; (3) ALONG AND AROUND A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 75.00 FEET, AN ARC DISTANCE OF 113.31 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF AFOREMENTIONED COUNTY ROAD NO. C-15-A, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 46 DEGREES 19 MINUTES 17 SECONDS EAST 102.83 FEET; THENCE ALONG LAST SAID LINE NORTH 89 DEGREES 36 MINUTES 06 SECONDS EAST 1,879.94 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 50.00 FEET; THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-15-A, ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 78.22, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 45 DEGREES 34 MINUTES 38 SECONDS EAST 70.48 FEET; THENCE SOUTH 00 DEGREES 45 MINUTES 40 SECONDS EAST ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD NO. C-15-A, A DISTANCE OF 420.46 FEET TO THE POINT OF BEGINNING, CONTAINING 57.94 ACRES, MORE OR LESS.

J-15588-R

AUGUST 14, 1987

PARCEL “D”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTION 4, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

J-15588-R

AUGUST 14, 1987

PARCEL “E”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTIONS 4 AND 9, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWEST CORNER OF ISLAND FOREST, AS RECORDED IN PLAT BOOK 18, PAGES 5 THRU 11, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 04 DEGREES 28 MINUTES 47 SECONDS WEST ALONG THE WESTERLY LINE OF SAID ISLAND FOREST, A DISTANCE OF 1,884.03 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ISLAND FOREST DRIVE AS SHOWN ON SAID PLAT OF ISLAND FOREST; THENCE ALONG THE NORTHERLY AND WESTERLY RIGHT-OF-WAY LINES OF SAID ISLAND FOREST DRIVE, THE FOLLOWING FOUR (4) COURSES: (1) NORTH 85 DEGREES 35 MINUTES 15 SECONDS WEST A DISTANCE OF 73.15 FEET TO THE POINT OF A CURVE TO THE LEFT, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 260.00 FEET; (2) THENCE SOUTHWESTERLY ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 408.41 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 49 DEGREES 24 MINUTES 45 SECONDS WEST 367.70 FEET; (3) SOUTH 04 DEGREES 24 MINUTES 45 SECONDS WEST 335.64 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 32.17 FEET; (4) THENCE SOUTHWESTERLY ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 47.67 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF WATER OAK LANE, AS SHOWN ON SAID PLAT OF ISLAND FOREST, THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 46 DEGREES 51 MINUTES 46 SECONDS WEST 43.43 FEET; THENCE ALONG LAST SAID LINE SOUTH 89 DEGREES 18 MINUTES 47 SECONDS WEST 215.34 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 30.00 FEET; THENCE NORTHWESTERLY ALONG AND AROUND SAID CURVE AND ARC DISTANCE OF 49.07 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15), THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 43 DEGREES 49 MINUTES 47 SECONDS WEST 43.77 FEET; THENCE ALONG LAST SAID LINE NORTH 03 DEGREES 01 MINUTE 40 SECONDS EAST 4,381.46 FEET TO A POINT ON THE SOUTH LINE OF A PRIVATE ROAD KNOWN AS PINE FOREST DRIVE, AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 210, PAGE 361, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG LAST SAID LINE NORTH 89 DEGREES 42 MINUTES 00 SECONDS EAST 287.79 FEET; THENCE SOUTH 05 DEGREES 40 MINUTES 11 SECONDS WEST 586.83 FEET; THENCE NORTH 89 DEGREES 32 MINUTES 09 SECONDS EAST 447.08 FEET; THENCE SOUTH 04 DEGREES 29 MINUTES 07 SECONDS WEST 1,353.45 FEET TO THE POINT OF BEGINNING, CONTAINING 57.13 ACRES, MORE OR LESS.

J-15588-R

AUGUST 14, 1987

PARCEL “F”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHWEST CORNER OF ISLAND FOREST, AS RECORDED IN PLAT BOOK 18, PAGES 5 THRU 11, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 04 DEGREES 28 MINUTES 47 SECONDS WEST ALONG THE WESTERLY LINE OF SAID ISLAND FOREST, A DISTANCE OF 1,944.03 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF ISLAND FOREST DRIVE, AS SHOWN ON SAID PLAT OF ISLAND FOREST AND THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WESTERLY LINE OF ISLAND FOREST, SOUTH 04 DEGREES 28 MINUTES 47 SECONDS WEST 250 FEET TO THE SOUTHWESTERLY CORNER OF SAID ISLAND FOREST, BEING ALSO THE NORTHWESTERLY CORNER OF FLEMING OAKS UNIT 5, AS RECORDED IN PLAT BOOK 15, PAGES 15 THRU 17, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 04 DEGREES 24 MINUTES 45 SECONDS WEST ALONG THE WESTERLY LINE OF SAID FLEMING OAKS UNIT 5, A DISTANCE OF 299.50 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF WATER OAK LANE, AS SHOWN ON SAID PLAT OF ISLAND FOREST; THENCE ON LAST SAID LINE THE FOLLOWING THREE (3) COURSES: (1) NORTH 85 DEGREES 35 MINUTES 15 SECONDS WEST 158.37 FEET; (2) SOUTH 89 DEGREES 18 MINUTES 46 SECONDS WEST 82.08 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 30.00 FEET; (3) THENCE NORTHWESTERLY ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 49.79 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF SAID ISLAND FOREST DRIVE, THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 43 DEGREES 08 MINUTES 14 SECONDS WEST 44.28 FEET; THENCE ALONG THE EASTERLY AND SOUTHERLY RIGHT-OF-WAY LINES OF SAID ISLAND FOREST DRIVE THE FOLLOWING THREE (3) COURSES: (1) NORTH 04 DEGREES 24 MINUTES 45 SECONDS EAST 326.91 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 200.00 FEET; (2) THENCE NORTHEASTERLY ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 314.16 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 49 DEGREES 24 MINUTES 45 SECONDS EAST 282.84 FEET; (3) SOUTH 85 DEGREES 35 MINUTES 15 SECONDS EAST 73.08 FEET TO THE POINT OF BEGINNING, CONTAINING 3.25 ACRES, MORE OR LESS.

J-15588-R

AUGUST 14, 1987

PARCEL “G”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTIONS 9 AND 16, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWESTERLY CORNER OF LOT 19, AS SHOWN ON THE PLAT OF FLEMING OAKS UNIT 5, AS RECORDED IN PLAT BOOK 15, PAGES 15 THRU 17, OF THE PUBLIC RECORDS OF SAID COUNTY, SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WATER OAK LANE AS SHOWN ON THE PLAT OF ISLAND FOREST, AS RECORDED IN PLAT BOOK 18, PAGES 5 THRU 11, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 04 DEGREES 24 MINUTES 45 SECONDS WEST ALONG THE WESTERLY LINE OF SAID FLEMING OAKS UNIT 5, A DISTANCE OF 1,428.81 FEET TO THE SOUTHWESTERLY CORNER THEREOF; THENCE SOUTH 04 DEGREES 29 MINUTES 05 SECONDS WEST ALONG THE DIVIDING LINE BETWEEN SECTIONS 9 AND 37, TOWNSHIP 5 SOUTH, RANGE 26 EAST, A DISTANCE OF 759.72 FEET; THENCE CONTINUE ALONG SAID DIVIDING LINE SOUTH 04 DEGREES 25 MINUTES 13 SECONDS WEST 667.94 FEET TO THE SOUTHEASTERLY CORNER OF SAID SECTION 9; THENCE ALONG THE DIVIDING LINE BETWEEN SAID SECTIONS 16 AND 37, SOUTH 86 DEGREES 18 MINUTES 55 SECONDS EAST, 1,017.18 FEET TO THE MOST EASTERLY CORNER OF SAID SECTION 16; THENCE SOUTH 47 DEGREES 08 MINUTES 40 SECONDS WEST ALONG THE DIVIDING LINE BETWEEN SECTIONS 16 AND 38, TOWNSHIP 5 SOUTH, RANGE 26 EAST, A DISTANCE OF 1,603.13 FEET TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-15-A (FORMERLY STATE ROAD NO. S-15-A); THENCE NORTH 63 DEGREES 10 MINUTES 52 SECONDS WEST ALONG LAST SAID LINE A DISTANCE OF 426.49 FEET TO AN ANGLE POINT THEREIN; THENCE CONTINUE ALONG SAID NORTHEASTERLY RIGHT-OF-WAY LINE NORTH 30 DEGREES 04 MINUTES 36 SECONDS WEST 67.01 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15); THENCE ALONG LAST SAID LINE THE FOLLOWING THREE (3) COURSES: (1) NORTH 03 DEGREES 01 MINUTE 40 SECONDS EAST 158.03 FEET; (2) NORTH 86 DEGREES 58 MINUTES 20 SECONDS WEST 12.00 FEET; (3) NORTH 03 DEGREES 01 MINUTE 40 SECONDS EAST 3,578.27 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 30.00 FEET; THENCE NORTHEASTERLY ALONG AND AROUND SAID CURVE, AN ARC DISTANCE OF 45.18 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE SAID SOUTHERLY RIGHT-OF-WAY LINE OF WATER OAK LANE, THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 46 DEGREES 10 MINUTES 13 SECONDS EAST 41.03 FEET; THENCE ALONG LAST SAID LINE THE FOLLOWING TWO (2) COURSES: (1) NORTH 89 DEGREES 18 MINUTES 46 SECONDS EAST 424.98 FEET; (2) SOUTH 85 DEGREES 35 MINUTES 15 SECONDS EAST 155.69 FEET TO THE POINT OF BEGINNING, CONTAINING 63.02 ACRES, MORE OR LESS.

J-15588-R

AUGUST 14, 1987

PARCEL “H”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTION 16, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE MOST EASTERLY CORNER OF SAID SECTION 16; THENCE SOUTH 47 DEGREES 08 MINUTES 40 SECONDS WEST ALONG THE DIVIDING LINE BETWEEN SECTIONS 16 AND 38, A DISTANCE OF 1,709.77 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-15-A, AND THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 47 DEGREES 08 MINUTES 40 SECONDS WEST ALONG SAID DIVIDING LINE 479.15 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15); THENCE NORTH 03 DEGREES 01 MINUTE 40 SECONDS EAST ALONG LAST SAID LINE 451.05 FEET; THENCE NORTH 59 DEGREES 55 MINUTES 24 SECONDS EAST 43.69 FEET TO A POINT ON THE SAID SOUTHWESTERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-15-A; THENCE SOUTH 63 DEGREES 10 MINUTES 52 SECONDS EAST ALONG LAST SAID LINE 324.53 FEET TO THE POINT OF BEGINNING, CONTAINING 1.86 ACRES, MORE OR LESS.

J-15588-R

AUGUST 14, 1987

PARCEL “I”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTIONS 4 AND 5, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 5; THENCE NORTH 89 DEGREES 52 MINUTES 02 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 5, A DISTANCE OF 1,331.10 FEET; THENCE SOUTH 04 DEGREES 23 MINUTES 00 SECONDS WEST 52.04 FEET TO A POINT IN THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD NO. C-220 AND THE POINT OF BEGINNING; THENCE ALONG THE LAST SAID LINE RUN THE FOLLOWING FOUR (4) COURSES AND DISTANCES: (1) NORTH 89 DEGREES 56 MINUTES 53 SECONDS EAST 2,710.88 FEET; (2) NORTH 89 DEGREES 38 MINUTES 02 SECONDS EAST 1,402.22 FEET; (3) NORTH 89 DEGREES 36 MINUTES 06 SECONDS EAST 1,888.54 FEET TO THE POINT OF A CURVE TO THE RIGHT, SAID CURVE BEING CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 75.00 FEET; (4) THENCE SOUTHEASTERLY ALONG AND AROUND SAID CURVE AN ARC DISTANCE OF 122.31 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT BEING ON THE WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. S-15), THE AFOREMENTIONED ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 43 DEGREES 40 MINUTES 43 SECONDS EAST 109.20 FEET; THENCE SOUTH 03 DEGREES 02 MINUTES 29 SECONDS WEST ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 17, A DISTANCE OF 2,080.28 FEET TO AN ANGLE POINT THEREIN; THENCE CONTINUE ALONG SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 03 DEGREES 01 MINUTE 40 SECONDS WEST 1,426.87 FEET TO THE NORTH LINE OF AN EASEMENT FOR ROADWAY AND UTILITIES KNOWN AS RADAR ROAD AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 43, PAGES 300 THRU 307, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE ALONG LAST SAID LINE AND A WESTERLY PROJECTION THEREOF SOUTH 89 DEGREES 44 MINUTES 17 SECONDS WEST 2,147.34 FEET; THENCE SOUTH 89 DEGREES 38 MINUTES 57 SECONDS WEST 1,330.58 FEET TO THE SOUTHEASTERLY CORNER OF LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1067, PAGES 629 THRU 632, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 00 DEGREES 21 MINUTES 03 SECONDS WEST ALONG THE EAST LINE OF SAID LANDS, 724.44 FEET TO THE NORTHEASTERLY CORNER THEREOF; THENCE SOUTH 89 DEGREES 38 MINUTES 57 SECONDS WEST ALONG THE NORTH LINE OF SAID LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1067 PAGES 629 THRU 632, A DISTANCE OF 1,295.06 FEET TO THE NORTHWESTERLY CORNER THEREOF, BEING ON THE WEST LINE OF THE EAST 1/2 OF SAID SECTION 5; THENCE ON LAST SAID LINE NORTH 04 DEGREES 27 MINUTES 26 SECONDS EAST 1,464.00 FEET TO THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE ON LAST SAID LINE SOUTH 89 DEGREES 55 MINUTES 15 SECONDS WEST 1,335.01 FEET TO THE EAST LINE OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE ON LAST SAID LINE NORTH 04 DEGREES 23 MINUTES 00 SECONDS EAST 1,404.50 FEET TO THE POINT OF BEGINNING, CONTAINING 414.20 ACRES, MORE OR LESS.

J-15588-R

AUGUST 24, 1987

PARCEL “J”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF GOVERNMENT LOT 3, SECTION 6, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE NORTH 04 DEGREES 19 MINUTES 35 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 2,969.49 FEET TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3 AND THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 29 MINUTES 30 SECONDS WEST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3, A DISTANCE OF 2,658 FEET, MORE OR LESS, TO THE WATERS OF SWIMMING PEN CREEK; THENCE SOUTHWESTERLY, SOUTHERLY AND EASTERLY ALONG SAID WATERS, 3300 FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE AFOREMENTIONED WEST LINE OF SECTION 6; THENCE NORTH 04 DEGREES 19 MINUTES 35 SECONDS EAST ALONG LAST SAID LINE 360 FEET, MORE OR LESS, TO THE POINT OF BEGINNING, CONTAINING 19.1 ACRES, MORE OR LESS.

J-15588-R

AUGUST 24, 1987

AMENDED, SEPTEMBER 3, 1987

PARCEL “K”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

A PART OF SECTION 5 AND A PART OF GOVERNMENT LOTS 3 AND 4, SECTION 6, ALL IN TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 6; THENCE NORTH 04 DEGREES 19 MINUTES 35 SECONDS EAST ALONG THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 123.07 FEET TO THE NORTHEAST CORNER OF LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 585, PAGE 506, OF THE PUBLIC RECORDS OF SAID COUNTY AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 04 DEGREES 19 MINUTES 35 SECONDS EAST ALONG SAID EAST LINE OF SECTION 6, A DISTANCE OF 990.72 FEET TO THE SOUTHWEST CORNER OF LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 237, PAGES 674 THRU 676, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE ON THE SOUTHERLY LINE OF LAST SAID LANDS, NORTH 89 DEGREES 12 MINUTES 42 SECONDS EAST 1,919.78 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE ON THE EASTERLY LINE OF SAID LANDS NORTH 18 DEGREES 52 MINUTES 45 SECONDS WEST 84.16 FEET TO THE NORTHEAST CORNER THEREOF; THENCE ON THE NORTHERLY LINE OF SAID LANDS, SOUTH 89 DEGREES 12 MINUTES 42 SECONDS WEST 1,886.47 FEET TO THE NORTHWEST CORNER THEREOF, BEING ALSO THE SAID EAST LINE OF SECTION 6; THENCE NORTH 04 DEGREES 19 MINUTES 35 SECONDS EAST ALONG SAID EAST LINE OF SECTION 6, A DISTANCE OF 1,390 FEET, MORE OR LESS, TO THE WATERS OF SWIMMING PEN CREEK; THENCE WESTERLY ALONG SAID WATERS 2,100 FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE DIVIDING LINE BETWEEN SAID SECTION 6 AND SECTION 43, TOWNSHIP 5 SOUTH, RANGE 26 EAST; THENCE ALONG LAST SAID LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES: (1) SOUTH 26 DEGREES 12 MINUTES 10 SECONDS EAST 1,470 FEET, MORE OR LESS, TO THE MOST EASTERLY CORNER OF SAID SECTION 43; (2) SOUTH 63 DEGREES 46 MINUTES 59 SECONDS WEST 2,324.77 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF SAID LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 585, PAGE 506; THENCE ALONG LAST SAID LINE NORTH 89 DEGREES 26 MINUTES 55 SECONDS EAST 3,296.88 FEET TO THE POINT OF BEGINNING, CONTAINING 112.6 ACRES, MORE OR LESS.

J-15588-R

AUGUST 24, 1987

PARCEL “L”

DESCRIPTION FOR: CHAMPION REALTY CORPORATION

ALL OF SECTIONS 7 AND 18, AND A PART OF SECTIONS 6, 8, 17, AND 20, ALL IN TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE CORNER COMMON TO SAID SECTIONS 5, 6, 7, AND 8, SAID TOWNSHIP 5 SOUTH, RANGE 26 EAST; THENCE SOUTH 06 DEGREES 35 MINUTES 17 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 7, A DISTANCE OF 2,029.96 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 42 SECONDS EAST 1,999.48 FEET; THENCE SOUTH 06 DEGREES 31 MINUTES 06 SECONDS WEST 3,365.92 FEET TO THE DIVIDING LINE BETWEEN SAID SECTIONS 8 AND 17; THENCE SOUTH 00 DEGREES 21 MINUTES 16 SECONDS EAST 4,858 FEET, MORE OR LESS, TO THE WATERS OF BLACK CREEK; THENCE NORTHWESTERLY, SOUTHEASTERLY, NORTHWESTERLY AND WESTERLY ALONG SAID WATERS 16,000 FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE DIVIDING LINE BETWEEN SAID SECTION 7 AND SECTION 12, TOWNSHIP 5 SOUTH, RANGE 25 EAST; THENCE NORTH 15 DEGREES 47 MINUTES 20 SECONDS EAST ALONG LAST SAID LINE 1,185 FEET, MORE OR LESS, TO THE CORNER COMMON TO SAID SECTIONS 7 AND 12, AND SECTIONS 41 AND 43, TOWNSHIP 5 SOUTH, RANGE 25 EAST; THENCE NORTH 63 DEGREES 46 MINUTES 58 SECONDS EAST ALONG THE DIVIDING LINE BETWEEN SECTIONS 7 AND 43, A DISTANCE OF 2,168.59 FEET TO THE SOUTHWEST CORNER OF LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 585, PAGE 506, OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 89 DEGREES 26 MINUTES 55 SECONDS EAST ALONG THE SOUTH LINE OF LAST SAID LANDS 3,496.45 FEET TO THE SOUTHEAST CORNER THEREOF, LYING IN THE EAST LINE OF SAID SECTION 6; THENCE SOUTH 04 DEGREES 19 MINUTES 35 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 6, A DISTANCE OF 22.71 FEET TO THE POINT OF BEGINNING, CONTAINING 687.3 ACRES, MORE OR LESS.

J-26218-R 26218NEL.LGL D46: 9

SEPTEMBER 20, 1996

PARCEL “M”

DESCRIPTION FOR: LANDERS-ATKINS, PLANNERS (NEILHURST)

LOTS 7 & 8, BLOCK “B”

NEILHURST SECTION ONE

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

TOGETHER WITH:

LOTS 11 & 12, BLOCK “B”

NEILHURST SECTION ONE

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

TOGETHER WITH:

BLOCKS “H” & “M”, TOGETHER WITH

THAT PORTION OF WOODLAND DRIVE LYING

BETWEEN SAID BLOCKS, ALL IN

NEILHURST SECTION ONE

ACCORDING TO PLAT BLOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

TOGETHER WITH:

LOTS 8 THRU 17, BLOCK “A”

NEILHURST SECTION ONE

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

TOGETHER WITH:

LOT 4, BLOCK “A”

NEILHURST SECTION ONE

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

TOGETHER WITH:

O.R.B. 1353, PAGE 663

“ALL THAT LAND LYING WEST OF LOT 11, BLOCK

“Z”, TO THE EAST LINE OF LOT 1, BLOCK “A”

AND EXTENDING FROM DOCTORS LAKE TO

LAKESHORE BOULEVARD, AS SHOWN ON THE PLAT

OF SECTION ONE, NEILHURST, ACCORDING TO

PLAT THEREOF RECORDED IN PLAT BOOK 2,

PAGE 45 OF THE PUBLIC RECORDS OF CLAY

COUNTY, FLORIDA.”

TOGETHER WITH:

A PARCEL OF LAND CONSISTING OF A PORTION OF BLOCKS “I” AND “L”, NEILHURST SECTION ONE, ACCORDING TO PLAT BOOK 2, PAGE 45, OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, TOGETHER WITH A PORTION OF WOODLAND DRIVE; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHWEST CORNER OF LOT 21, SAID BLOCK “I”; THENCE ON THE EASTERLY LINE OF LAKESHORE DRIVE NORTH RUN THE FOLLOWING 4 COURSES: 1) NORTH 02 DEGREES 16 MINUTES 16 SECONDS WEST 235.74 FEET; 2) NORTHERLY ON THE ARC OF A CURVE CONCAVE TO THE EASTERLY AND HAVING A RADIUS OF 1,478.15 FEET, A CHORD DISTANCE OF 703.30 FEET, THE BEARING OF SAID CHORD BEING NORTH 11 DEGREES 29 MINUTES 29 SECONDS EAST; 3) NORTHEASTERLY ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEASTERLY AND HAVING A RADIUS OF 1,005.00 FEET, A CHORD DISTANCE OF 720.32 FEET, THE BEARING OF SAID CHORD BEING NORTH 46 DEGREES 15 MINUTES 14 SECONDS EAST; 4) EASTERLY ON THE ARC OF A CURVE CONCAVE TO THE SOUTHERLY AND HAVING A RADIUS OF 1,740.10 FEET, A CHORD DISTANCE OF 237.99 FEET TO A NORTHWESTERLY PROLONGATION OF THE WESTERLY LINE OF LOT 3, SAID BLOCK “L”, THE BEARING OF SAID CHORD BEING NORTH 71 DEGREES 10 MINUTES 30 SECONDS EAST; THENCE ON SAID PROLOGATION AND THEN ON SAID WESTERLY LINE SOUTH 18 DEGREES 40 MINUTES 12 SECONDS EAST 825.10 FEET TO THE SOUTHWEST CORNER OF SAID LOT 3; THENCE ON THE SOUTHERLY, SOUTHEASTERLY, AND EASTERLY LINES OF LOTS 4 THRU 16, SAID BLOCK “L”, RUN THE FOLLOWING 5 COURSES: 1) SOUTH 76 DEGREES 26 MINUTES 51 SECONDS WEST 180.00 FEET; 2) SOUTH 47 DEGREES 43 MINUTES 50 SECONDS WEST 220.00 FEET; 3) SOUTH 28 DEGREES 31 MINUTES 51 SECONDS WEST 225.00 FEET; 4) SOUTH 09 DEGREES 22 MINUTES 43 SECONDS WEST 110.00 FEET; 5) SOUTH 04 DEGREES 43 MINUTES 36 SECONDS WEST 100.00 FEET TO THE NORTH LINE OF LOT 18, SAID BLOCK “L”; THENCE ON LAST SAID LINE NORTH 89 DEGREES 56 MINUTES 50 SECONDS EAST 192.98 FEET TO THE WEST LINE OF LAKESHORE DRIVE WEST; THENCE ON LAST SAID LINE SOUTH 02 DEGREES 24 MINUTES 16 SECONDS EAST 80.02 FEET TO THE NORTH LINE OF LAKESHORE DRIVE WEST; THENCE ON LAST SAID LINE SOUTH 87 DEGREES 12 MINUTES 44 SECONDS WEST 866.47 FEET.

TOGETHER WITH:

A PORTION OF NEILHURST SECTION THREE, ACCORDING TO PLAT BOOK 2, PAGE 48, OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, SAID PORTION ALSO BEING PART OF SECTIONS 30 AND 31, TOWNSHIP 4 SOUTH, RANGE 26 EAST; SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE EAST LINE OF GOVERNMENT LOT 3, SAID SECTION 30, WITH THE SOUTH LINE OF LAKESHORE DRIVE NORTH; THENCE ON LAST SAID LINE RUN THE FOLLOWING 5 COURSES: 1) NORTH 79 DEGREES 54 MINUTES 14 SECONDS EAST 26.07 FEET; 2) EASTERLY ON THE ARC OF A CURVE CONCAVE TO THE NORTHERLY AND HAVING A RADIUS OF 2,634.10 FEET, A CHORD DISTANCE OF 200.68 FEET TO THE WEST LINE OF LOT 322, BLOCK 2, SAID NEILHURST SECTION THREE, AND THE POINT OF BEGINNING, THE BEARING OF SAID CHORD BEING NORTH 77 DEGREES 45 MINUTES 21 SECONDS EAST; 3) EASTERLY ON THE ARC OF A CURVE CONCAVE TO THE NORTHERLY AND HAVING A RADIUS OF 2,634.10 FEET, A CHORD DISTANCE OF 446.64 FEET, THE BEARING OF SAID CHORD BEING NORTH 70 DEGREES 42 MINUTES 33 SECONDS EAST; 4) NORTH 65 DEGREES 50 MINUTES 45 SECONDS EAST 219.34 FEET; 5) EASTERLY ON THE ARC OF A CURVE CONCAVE TO THE SOUTHERLY AND HAVING A RADIUS OF 1,799.71 FEET, A CHORD DISTANCE OF 653.35 FEET TO THE WESTERLY LINE OF BLOCK 5, SAID NEILHURST SECTION THREE, THE BEARING OF SAID CHORD BEING NORTH 76 DEGREES 18 MINUTES 14 SECONDS EAST; THENCE ON LAST SAID LINE AND SOUTHERLY ON THE ARC OF A CURVE CONCAVE TO THE EASTERLY AND HAVING A RADIUS OF 1,825.00 FEET, RUN A CHORD DISTANCE OF 726.58 FEET TO A NORTHEASTERLY PROLONGATION OF THE NORTHERLY LINE OF BLOCK 10, SAID NEILHURST SECTION THREE, THE BEARING OF SAID CHORD BEING SOUTH 12 DEGREES 28 MINUTES 20 SECONDS EAST; THENCE ON SAID PROLOGATION AND THEN ON SAID NORTHERLY LINE SOUTH 66 DEGREES 47 MINUTES 59 SECONDS WEST 275.03 FEET TO THE EASTERLY LINE OF LOT 126, SAID BLOCK 10; THENCE ON LAST SAID LINE SOUTH 25 DEGREES 24 MINUTES 11 SECONDS EAST 112.02 FEET TO THE NORTHEASTERLY CORNER OF LOT 127, SAID BLOCK 10; THENCE ON THE EASTERLY LINE THEREOF SOUTH 27 DEGREES 56 MINUTES 03 SECONDS EAST 72.88 FEET TO THE NORTHEASTERLY CORNER OF LOT 128, SAID BLOCK 10; THENCE ON THE EASTERLY LINE THEREOF SOUTH 29 DEGREES 47 MINUTES 50 SECONDS EAST 63.77 FEET TO THE SOUTHERLY LINE OF SAID LOT 128; THENCE ON LAST SAID LINE SOUTH 59 DEGREES 19 MINUTES 57 SECONDS WEST 205.09 FEET TO THE SOUTHWESTERLY LINE OF SAID BLOCK 10; THENCE ON LAST SAID LINE AND THEN ON A SOUTHEASTERLY PROLONGATION THEREOF AND ON THE ARC OF A CURVE CONCAVE TO THE NORTHEASTERLY AND HAVING A RADIUS OF 2,305.00 FEET, RUN A CHORD DISTANCE OF 600.47 FEET TO THE MOST WESTERLY CORNER OF BLOCK 16, SAID NEILHURST SECTION THREE, THE BEARING OF SAID CHORD BEING SOUTH 38 DEGREES 07 MINUTES 39 SECONDS EAST; THENCE SOUTH 45 DEGREES 22 MINUTES 52 SECONDS WEST 550.07 FEET TO THE MOST NORTHERLY CORNER OF BLOCK 14, SAID NEILHURST SECTION THREE; THENCE ON THE SOUTHWESTERLY LINE OF AN UN-NAMED ROAD ACCORDING TO SAID PLAT BOOK 2, PAGE 48, AND NORTHWESTERLY ON THE ARC OF A CURVE CONCAVE TO THE NORTHEASTERLY AND HAVING A RADIUS OF 2,855.00 FEET, RUN A CHORD DISTANCE OF 768.48 FEET, THE BEARING OF SAID CHORD BEING NORTH 37 DEGREES 41 MINUTES 09 SECONDS WEST; THENCE ON THE NORTHERLY LINE OF BLOCK 1, SAID NEILHURST SECTION THREE, RUN THE FOLLOWING 2 COURSES: 1) NORTHWESTERLY ON THE ARC OF A CURVE CONCAVE TO THE SOUTHWESTERLY AND HAVING A RADIUS OF 410.00 FEET, A CHORD DISTANCE OF 436.62 FEET, THE BEARING OF SAID CHORD BEING NORTH 62 DEGREES 07 MINUTES 26 SECONDS WEST; 2) WESTERLY ON THE ARC OF A CURVE CONCAVE TO THE NORTHERLY AND HAVING A RADIUS OF 524.99 FEET, A CHORD DISTANCE OF 36.14 FEET TO THE EAST LINE OF LOT 336, SAID BLOCK 1, THE BEARING OF SAID CHORD BEING SOUTH 87 DEGREES 41 MINUTES 06 SECONDS WEST; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 14 MINUTES 34 SECONDS EAST 249.88 FEET TO THE SOUTH LINE OF SAID LOT 336; THENCE ON LAST SAID LINE, AND THEN ON THE SOUTH LINE OF LOTS 335, 334 AND 333 OF SAID BLOCK 1, SOUTH 89 DEGREES 02 MINUTES 59 SECONDS WEST 404.04 FEET TO SAID EAST LINE OF GOVERNMENT LOT 3; THENCE ON LAST SAID LINE NORTH 00 DEGREES 14 MINUTES 34 SECONDS WEST 583.59 FEET TO THE NORTH LINE OF LOT 332, OF SAID BLOCK 2; THENCE ON LAST SAID LINE AND THEN ON THE NORTH LINE OF LOTS 331 AND 330, SAID BLOCK 2, NORTH 79 DEGREES 37 MINUTES 09 SECONDS EAST 314.69 FEET TO THE WEST LINE OF LOT 326, SAID BLOCK 2; THENCE ON LAST SAID LINE, AND THEN ON THE WEST LINE OF LOTS 325, 324, 323 AND SAID LOT 322, ALL OF SAID BLOCK 2, NORTH 12 DEGREES 09 MINUTES 51 SECONDS WEST 425.00 FEET TO THE POINT OF BEGINNING.

LESS AND EXCEPT:

LOT 6, BLOCK “H”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 7, BLOCK “H”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 8, BLOCK “H”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOTS 9, 10 & 16, BLOCK “H”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 11, BLOCK “H”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 4, BLOCK “M”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOTS 25 & 26, BLOCK “M”

NEILHURST SECTION 1

ACCORDING TO PLAT BOOK 2, PAGE 45

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 36, BLOCK 3

NEILHURST SECTION 3

ACCORDING TO PLAT BOOK 2, PAGE 48

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOTS 110 & 111, BLOCK 4

NEILHURST SECTION 3

ACCORDING TO PLAT BOOK 2, PAGE 48

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOTS 120 & 121, BLOCK 4

NEILHURST SECTION 3

ACCORDING TO PLAT BOOK 2, PAGE 48

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 122, BLOCK 4

NEILHURST SECTION 3

ACCORDING TO PLAT BOOK 2, PAGE 48

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOT 123, (EX. E. 1.0'), BLOCK 4

NEILHURST SECTION 3

ACCORDING TO PLAT BOOK 2, PAGE 48

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

LOTS 53 & 59, BLOCK 11

NEILHURST SECTION 3

ACCORDING TO PLAT BOOK 2, PAGE 48

OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA

BEING 90.5 ACRES MORE OR LESS IN AREA.

PARCEL “N” (HOLMES)

DESCRIPTION FOR: LANDERS-ATKINS, PLANNERS

A PARCEL OF LAND SITUATED IN GOVERNMENT LOTS 3, 4 AND 5, TOGETHER WITH A PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, ALL IN SECTION 29, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF LOT 21, DOCTORS LAKE SOUTH UNIT TWO, ACCORDING TO PLAT BOOK 6, PAGE 1 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 78 DEGREES 17 MINUTES 23 SECONDS EAST 10.19 FEET; THENCE NORTH 00 DEGREES 36 MINUTES 57 SECONDS EAST 274.29 FEET; THENCE SOUTH 89 DEGREES 23 MINUTES 03 SECONDS EAST 720.00 FEET; THENCE NORTH 00 DEGREES 36 MINUTES 57 SECONDS EAST 481 FEET MORE OR LESS, TO THE WATERS OF DOCTORS LAKE; THENCE ALONG SAID WATERS, IN A GENERAL NORTHEASTERLY DIRECTION 1,185 FEET, MORE OR LESS, TO THE SOUTHWESTERLY LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1101, PAGE 108, (PARCEL “J-3”), OF SAID PUBLIC RECORDS; THENCE ON LAST SAID LINE, AND THEN ON THE SOUTHWESTERLY LINE OF PACE ISLAND UNIT TEN, ACCORDING TO PLAT BOOK 23, PAGES 67 THROUGH 72 OF SAID PUBLIC RECORDS, SOUTH 44 DEGREES 29 MINUTES 06 SECONDS EAST 1,535 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4 OF THE SOUTHEAST 1/4; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 29 MINUTES 36 SECONDS EAST 1,030.60 FEET TO THE NORTH LINE OF LANDS DESCRIBED ON OFFICIAL RECORDS BOOK 1252, PAGE 425, OF SAID PUBLIC RECORDS; THENCE ON LAST SAID LINE SOUTH 89 DEGREES 47 MINUTES 24 SECONDS WEST 300.00 FEET TO THE WEST LINE THEREOF; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 29 MINUTES 36 SECONDS EAST 300.00 FEET TO THE SOUTH LINE OF SAID SECTION 29; THENCE ON LAST SAID LINE, SOUTH 89 DEGREES 47 MINUTES 24 SECONDS WEST 2,434.55 FEET TO THE EAST LINE OF PICKWICK, ACCORDING TO PLAT BOOK 28, PAGES 5 THROUGH 13, OF SAID PUBLIC RECORDS; THENCE ON LAST SAID LINE, NORTH 00 DEGREES 26 MINUTES 13 SECONDS WEST 978.44 FEET TO THE SOUTH LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1409, PAGE 292, (PARCEL 2), OF SAID PUBLIC RECORDS; THENCE ON LAST SAID LINE SOUTH 78 DEGREES 17 MINUTES 23 SECONDS EAST 82.01 FEET TO THE EAST LINE OF SAID LANDS; THENCE ON LAST SAID LINE AND THEN ON EAST LINE OF SAID DOCTORS LAKE SOUTH UNIT TWO, NORTH 00 DEGREES 36 MINUTES 57 SECONDS EAST 103.94 FEET TO THE POINT OF BEGINNING, AND BEING 106 ACRES, MORE OR LESS, IN AREA.

J-26218-R 24953.LGL D43: 202

AUGUST 16, 1995

DESCRIPTION FOR: PARCEL “O” (AGRESTI – ARENA ROAD)

A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 31, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA; SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHEAST CORNER OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE ON THE EAST LINE THEREOF RUN SOUTH 00 DEGREES 07 MINUTES 04 SECONDS EAST 1,254.53 FEET TO THE NORTH LINE OF COUNTY ROAD NO. C-220 (AS NOW ESTABLISHED); THENCE ON LAST SAID LINE RUN THE FOLLOWING 3 COURSES: 1) SOUTH 89 DEGREES 27 MINUTES 02 SECONDS WEST 911.14 FEET; 2) WESTERLY ON THE ARC OF A CURVE CONCAVE TO THE SOUTHERLY AND HAVING A RADIUS OF 5,802.58 FEET, A CHORD DISTANCE OF 384.16 FEET, THE BEARING OF SAID CHORD BEING SOUTH 87 DEGREES 33 MINUTES 13 SECONDS WEST; 3) NORTHWESTERLY ON THE ARC OF A CURVE CONCAVE TO THE NORTHEASTERLY AND HAVING A RADIUS OF 18.75 FEET, A CHORD DISTANCE OF 27.41 FEET TO THE WEST LINE OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, THE BEARING OF SAID CHORD BEING NORTH 47 DEGREES 23 MINUTES 01 SECOND WEST; THENCE ON LAST SAID LINE NORTH 00 DEGREES 25 MINUTES 27 SECONDS WEST 1,256.25 FEET TO THE NORTHWEST CORNER OF SAID SOUTHWEST 1/4 OF THE SOUTHEAST 1/4; THENCE ON THE NORTH LINE THEREOF NORTH 89 DEGREES 47 MINUTES 17 SECONDS EAST 1,321.80 FEET TO THE POINT OF BEGINNING, BEING 38.13 ACRES, MORE OR LESS, IN AREA.

LESS THE FOLLOWING DESCRIBED PARCEL:

A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE NORTHWESTERLY CORNER OF LOT 19, FLEMING OAKS UNIT 5, ACCORDING TO PLAT BOOK 15, PAGES 15 THRU 17 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE OF THE WESTERLY LINE OF SAID FLEMING OAKS UNIT 5 RUN SOUTH 04 DEGREES 24 MINUTES 45 SECONDS WEST 465.26 FEET TO THE CENTERLINE OF A 50 FOOT WIDE LATERAL DITCH EASEMENT ACCORDING TO OFFICIAL RECORDS BOOK 225, PAGE 235 OF SAID PUBLIC RECORDS; THENCE ON LAST SAID LINE RUN THE FOLLOWING FOUR COURSES; 1) NORTH 72 DEGREES 16 MINUTES 58 SECONDS WEST 124.67 FEET; 2) NORTH 86 DEGREES 23 MINUTES 20 SECONDS WEST 181.79 FEET; 3) NORTH 76 DEGREES 30 MINUTES 20 SECONDS WEST 225.43 FEET; 4) NORTH 86 DEGREES 58 MINUTES 20 SECONDS WEST 72.50 FEET TO THE EASTERLY LINE OF U.S. HIGHWAY NO. 17 (STATE ROAD NO. 15); THENCE ON LAST SAID LINE NORTH 03 DEGREES 01 MINUTE 40 SECONDS EAST 336.99 FEET TO THE SOUTHERLY LINE OF WATER OAK LANE, ACCORDING TO PLAT BOOK 18, PAGES 5 THRU 11 OF SAID PUBLIC RECORDS; THENCE ON LAST SAID LINE RUN THE FOLLOWING THREE COURSES: 1) ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEASTERLY AND HAVING A RADIUS OF 30.00 FEET, A CHORD DISTANCE OF 41.03 FEET, THE BEARING OF SAID CHORD BEING NORTH 46 DEGREES 10 MINUTES 13 SECONDS EAST; 2) NORTH 89 DEGREES 18 MINUTES 46 SECONDS EAST 424.99 FEET; 3) SOUTH 85 DEGREES 35 MINUTES 15 SECONDS EAST 155.69 FEET TO THE POINT OF BEGINNING, BEING 5.74 ACRES, MORE OR LESS, IN AREA.

ALSO INCLUDING THE FOLLOWING DESCRIBED PARCELS:

A PARCEL OF LAND CONSISTING OF PART OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4, TOGETHER WITH PART OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4, ALL IN SECTION 5, TOWNSHIP 5 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE INTERSECTION OF THE SOUTHERLY LINE OF SAID NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 WITH THE NORTHEASTERLY RIGHT OF WAY LINE OF OLD HARD ROAD; THENCE ON LAST SAID LINE NORTH 19 DEGREES 01 MINUTE 30 SECONDS WEST 389.81 FEET; THENCE NORTH 89 DEGREES 45 MINUTES 10 SECONDS EAST, 484.74 FEET; THENCE NORTH 04 DEGREES 10 MINUTES 05 SECONDS EAST, 1,825.00 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 5; THENCE ON LAST SAID LINE NORTH 89 DEGREES 45 MINUTES 10 SECONDS EAST 835.01 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4; THENCE ON THE EASTERLY LINE THEREOF AND THEN ON THE EASTERLY LINE OF SAID NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4, SOUTH 04 DEGREES 15 MINUTES 28 SECONDS WEST, 2,189.12 FEET TO SAID SOUTHERLY LINE OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4; THENCE ON LAST SAID LINE SOUTH 89 DEGREES 26 MINUTES 34 SECONDS WEST 1,162.84 FEET TO THE POINT OF BEGINNING, BEING 45.239 ACRES, IN AREA, MORE OR LESS.

A PARCEL OF LAND CONSISTING OF A PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1367, PAGE 675 OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, TOGETHER WITH A PORTION OF LAKESHORE DRIVE NORTH, ALL IN SECTION 29, TOWNSHIP 4 SOUTH, RANGE 26 EAST, CLAY COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGIN AT THE SOUTHWEST CORNER OF SAID LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1367, PAGE 675; THENCE SOUTH 00 DEGREES 22 MINUTES 45 SECONDS WEST 80.00 FEET TO THE SOUTH LINE OF SAID LAKESHORE DRIVE NORTH; THENCE ON LAST SAID LINE SOUTH 89 DEGREES 37 MINUTES 15 SECONDS EAST 11.68 FEET; THENCE NORTH 00 DEGREES 22 MINUTES 45 SECONDS EAST 458 FEET, MORE OR LESS, TO THE WATERS OF DOCTORS LAKE; THENCE ALONG SAID WATERS IN A GENERAL WESTERLY DIRECTION 15 FEET, MORE OR LESS, TO THE WEST LINE OF SAID LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1367, PAGE 675; THENCE ON LAST SAID LINE SOUTH 00 DEGREES 22 MINUTES 45 SECONDS WEST 368 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.

TOGETHER WITH:

LOTS 109, 110, 111, 124 and 125, block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows: begin at the northwest corner of said block 4; thence on the southerly line of lakeshore drive north run easterly on the arc of a curve concave to the southerly and having a radius of 1,799.71 feet, a chord distance of 305.00 feet to the northeasterly corner of said lot 124, the bearing of said chord being north 76 degrees 06 minutes 29 seconds east; thence on the easterly line thereof south 05 DEGREES 57 MINUTES 32 SECONDS EAST 204.95 FEET to the SOUTHEASTERLY CORNER THEREOF; THENCE ON THE SOUTHERLY LINE THEREOF SOUTH 78 degrees 51 minutes 07 seconds west 96.22 feet to the southwesterly corner THEREOF; THENCE ON THE SOUTHERLY LINE OF SAID LOT 125 SOUTH 74 DEGREES 57 minutes 27 seconds west 3.41 feet to the northwesterly corner of lot 122, said block 4; thence on the westerly line thereof south 08 degrees 44 minutes 18 seconds east 90.52 feet to the southwesterly corner thereof; thence on the westerly line of lot 121, said block 4, SOUTH 11 DEGREES 11 MINUTES 07 SECONDS EAST 88.65 FEET TO THE SOUTHWESTERLY CORNER THEREOF; THENCE ON THE WESTERLY LINE OF LOT 120, SAID BLOCK 4, south 13 degrees 35 minutes 46 seconds east 4.96 feet to the southeasterly corner of said lot 111; thence on the southerly line thereof south 77 degrees 28 minutes 20 seconds west 205.11 feet to the easterly line of shadowood lane; thence on last said line and northerly on the arc of a curve concave to the easterly and having a radius of 2,305.00 feet, run a chord distance of 379.37 feet to the point of beginning, the bearing of said chord being north 07 degrees 48 minutes 33 seconds west, being 2.2907 acres, more or less, in area.

Together with:

parcel 1a: a portion of that certain un-named road (now known as shadowood lane) lying between block 3 and block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows:

begin at the most easterly corner of lot 71, river trace unit two at eagle harbor, according to plat book 34, pages 58 through 66, of said public records; thence on the easterly line thereof, run northerly on the arc of a curve concave to the easterly and having a radius of 2,375.00 feet, a chord distance of 91.07 feet to the northeast corner thereof, the bearing of said chord being north 10 degrees 14 minutes 23 seconds west; thence on the easterly projection of the northerly line of said lot 71, north 80 degrees 51 minutes 32 seconds east 35.00 feet to the centerline of said shadowood lane; thence on last said line and southerly on the arc of a curve concave to the easterly and having a radius of 2,340.00 feet, run a chord distance of 77.56 feet to the northeasterly projection of the southeasterly line of said lot 71, the bearing of said chord being south 10 degrees 05 minutes 26 seconds east; thence on last said northeasterly projection, south 59 degrees 30 minutes 24 seconds west 37.08 feet to the point of beginning, being 2,951 square feet, more or less, in area.

together with:

parcel 2a: a portion of that certain un-named road (now known as shadowood lane) lying between block 3 and block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows:

begin at the most easterly corner of lot 72, river trace unit two at eagle harbor, according to plat book 34, pages 58 through 66, of said public records; thence on the easterly line thereof, run northerly on the arc of a curve concave to the easterly and having a radius of 2,375.0 feet, a chord distance of 49.38 feet to the most northerly corner thereof, the bearing of said chord being north 11 degrees 56 minutes 02 seconds west; thence on the northeasterly projection of the northwesterly line of said lot 72, north 59 degrees 30 minutes 24 seconds east 37.08 feet to the centerline of said shadowood lane; thence on last said line and southerly on the arc of a curve concave to the easterly and having a radius of 2,340.00 feet, run a chord distance of 31.48 feet to the northeasterly projection of the southeasterly line of said lot 72, the bearing of said chord being south 11 degrees 25 minutes 32 seconds east; thence on last said northeasterly projection, south 37 degrees 38 minutes 47 seconds west 45.81 feet to the point of beginning, being 1,416 square feet, more or less, in area.

together with:

parcel 3a: a portion of that certain un-named road (now known as shadowood lane) lying between block 3 and block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows:

begin at the northeast corner of lot 73, rivertrace unit two at eagle harbor, according to plat book 34, pages 58 through 66, of said public records; thence on the northerly line thereof, run south 77 degrees 28 minutes 20 seconds west 24.69 feet to the northwest corner thereof; thence on the northeasterly projection of the northwesterly line of said lot 73, north 37 degrees 38 minutes 47 seconds east 45.81 feet to the centerline of said shadowood lane; thence on last said line and southerly on the arc of a curve concave to the easterly and having a radius of 2,340.00 feet, run a chord distance of 3.39 feet to the northerly projection of the easterly line of said lot 73, the bearing of said chord being south 11 degrees 51 minutes 09 seconds east; thence on last said northerly projection, south 09 degrees 24 minutes 32 seconds west 27.98 feet to the point of beginning, being 379 square feet, more or less, in area.

together with:

parcel 4a: a portion of that certain un-named road (now known as shadowood lane) lying between block 3 and block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows:

commence at the northeast corner of lot 74, rivertrace unit two at eagle harbor, according to plat book 34, pages 58 through 66, of said public records; thence on the northerly line thereof, run the following 2 courses: 1) south 77 degrees 28 minutes 20 seconds west 24.76 feet to the easterly right-of-way line of said shadowood lane and the point of beginning; 2) south 77 degrees 28 minutes 20 seconds west 45.31 feet to the northwest corner of said lot 74; thence on the northerly projection of the westerly line of said lot 74, north 09 degrees 24 minutes 32 seconds east 27.98 feet to the centerline of said shadowood lane; thence south 65 degrees 51 minutes 33 seconds east 43.46 feet to the point of beginning, being 588 square feet, more or less, in area.

together with:

parcel 5a-6a: a portion of that certain un-named road (now known as shadowood lane) lying between block 3 and block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows:

begin at the southeast corner of tract c, rivertrace unit two at eagle harbor, according to plat book 34, pages 58 through 66, of said public records; thence on the easterly line thereof and then on the easterly line of tract d, run northerly on the arc of a curve concave to the easterly and having a radius of 2,375.00 feet, a chord distance of 229.64 feet to the southerly right-of-way line of lakeshore drive north, the bearing of said chord being north 06 degrees 22 minutes 12 seconds west; thence on last said line and easterly on the arc of a curve concave to the southerly and having a radius of 1,799.71 feet, run a chord distance of 36.60 feet to the centerline of said shadowoOd lane, the bearing of said chord being north 69 degrees 30 minutes 16 seconds east; thence on last said line and southerly on the arc of a curve concave to the easterly and having a radius of 2,340.00 feet, run a chord distance of 236.88 feet to the easterly projection of the southerly line of said tract c, the bearing of said chord being south 06 degrees 14 minutes 23 seconds east; thence on last said projection south 80 degrees 51 minutes 32 seconds west 35.00 feet to the point of beginning, being 8,170 square feet, more or less, in area.

together with:

parcel 7a-8a: a portion of that certain un-named road (now known as shadowood lane) lying between block 3 and block 4, neilhurst section three, according to plat book 2, page 48, of the public records of clay county, florida; being more particularly described as follows:

commence at the northeast corner of lot 74, rivertrace unit two at eagle harboR, according to plat book 34, pages 58 through 66, of said public records; thence on the northerly line thereof, run south 77 degrees 28 minutes 20 seconds west 24.76 feet to the easterly right-of-way line of said shadowood lane and the point of beginning; thence on last said line and northerly on the arc of a curve concave to the easterly and having a radius of 2,305.00 feet, run a chord distance of 379.37 feet to the southerly right-of-way line of lakeshore drive north, the bearing of said chord being north 07 degrees 48 minutes 33 seconds west; thence on last said line and westerly on the arc of a curve conCave to the southerly and having a radius of 1,799.71 feet, run a chord distance of 36.34 feet to the centerline of said shadowood lane, the bearing of said chord being south 70 degrees 40 minutes 02 seconds west; thence on last said line and southerly on the arc of a curve concave to the easterly and having a radius of 2,340.00 feet, run a chord distance of 349.09 feet to the northerly projection of the westerly line of said lot 74, the bearing of said chord being south 07 degrees 36 minutes 58 seconds east; thence south 65 degrees 51 minutes 33 seconds east 43.46 feet to the point of beginning, being 12,763 square feet, more or less, in area.

TOGETHER WITH:

Lot 6, Block 4, NEILHURST SECTION ONE, ACCORDING TO PLAT BOOK 2, PAGE 45, OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

commence at the northeast corner of said block n; thence on the westerly line of lakeshore drive west run the following 2 courses: 1) south 13 degrees 06 minutes 16 seconds east 380.35 feet to the northeasterly corNer of said lot 6 and the point of beginning; 2) south 13 degrees 06 minutes 16 seconds east 170.00 feet to the southeasterly corner thereof; thence on the southerly line thereof south 77 degrees 57 minutes 44 seconds west 197.17 feet to the southwesterly corner thereof; thence on the westerly line thereof north 13 degrees 02 minutes 46 seconds west 170.00 feet to the northwesterly corner thereof; thence on the northerly line thereof north 77 degrees 57 minutes 44 seconds east 196.99 feet to the point of beginning, being 0.7690 acres, more or less, in area.

TOGETHER WITH:

lot 16, block h, neilhurst section one, according to plat book 2, page 45, of the public records of clay county, florida; being more particularly described as follows:

commence at the southeast corner of said block h; thence on the westerly line of woodland drive run the following 2 courses: 1) north 12 degrees 57 minutes 20 seconds west 239.72 feet to southeasterly corner of said lot 16 and the point of beginning; 2) north 12 degrees 57 minutes 20 seconds west 80.00 feet to the northeasterly corner thereof; thence on the northerly line thereof south 77 degrees 58 minutes 45 seconds west 200.37 feet to the northwesterly corner thereof; thence on the westerly line thereof south 13 degrees 04 minutes 12 seconds east 80.00 feet to the southwesterly corner thereof; thence on the southerly line thereof north 77 degrees 58 minutes 45 seconds east 200.21 feet to the point of beginning, being 0.3678 acres, more or less, in area.

TOGETHER WITH:

lots 4, 25 and 26, block m, neilhurst section one, according to plat book 2, page 45, of the public records of clay county, florida; being more particularly described as follows:

commence at the northeast corner of said block m; thence on the west line of lakeshore drive west run the following 3 courses: 1) south 02 degrees 24 minutes 16 seconds east 150.01 feet to the northeast corner of said lot 26 and the point of beginning; 2) south 02 degrees 24 minutes 16 seconds east 28.43 feet; 3) southerly on the arc of a curve concave to the easterly and having a radius of 1,628.97 feet, a chord distance of 121.55 feet to the southeast corner of said lot 25, the bearing of said chord being south 04 degrees 32 minutes 33 seconds east; thence on the southerly line thereof and then on the south line of said lot 4, south 84 degrees 19 minutes 43 seconds west 396.08 feet to the east line of woodland drive; thence on last said line and northerly on the arc of a curve concave to the easterly and having a radius of 2,141.21 feet, run a chord distance of 79.99 feet to the northwest corner of said lot 4, the bearing of said chord being north 06 degrees 40 minutes 01 second west; thence on the northerly line thereof north 85 degrees 01 minute 45 seconds east 199.13 feet to the northeast corner thereof; thence on the west line of said lot 26, north 03 degrees 48 minutes 05 seconds west 77.49 feet to the northwest corner thereof; thence on the northerly line thereof north 85 degrees 47 minutes 01 second east 199.92 feet to the point of beginning, being 1.0549 acres, more or less, in area.

TOGETHER WITH:

(portion of “black creek railroad right-of-way” to be annexed by CDD)

that portion of those lands descriBed as “black creek railroad right-of-way” in official records book 2176, page 1351, of the public records of clay county, florida, which lie within eagle creek at eagle harbor, according to plat book 42, pages 17 through 27 of said public records, said portion being more particularly described as follows:

commence at the southeast corner of section 6, township 5 south, range 26 east, clay county, florida; thence on the easterly line thereof run the following 2 courses: 1) north 04 degrees 19 minutes 35 seconds east 22.71 feet to the southeast corner of said “black creek railroad right-of-way” and the point of beginning; 2) north 04 degrees 19 minutes 35 seconds east 100.36 feet to the northeast corner thereof; thence on the north line thereof south 89 degrees 26 minutes 55 seconds west 578.63 feet to the westerly line of said eagle creek at eagle harbor; thence on last said line south 11 degrees 31 minutes 08 seconds east 101.86 feet to the south line of said “black creek railroad right-of-way”; thence on last said line north 89 degrees 26 minutes 55 seconds east 550.71 feet to the point of beginning, being 1.296 acres, more or less, in area.

TOGETHER WITH:

a parcel of land situated in southwest 1/4 of section 5, township 5 south, range 26 east, clay county, florida; said parcel being more particularly described as follows:

commence at the southwest corner of said section 5, thence on the westerly line thereof run north 04 degrees 19 minutes 35 seconds east 1,194.11 feet to the northerly line of eagle creek drive (an 80 foot right-of-way according to plaT booK 42, pages 17 through 27, of the public records of said county); thence on last said line run the following 2 courses: 1) north 89 degrees 12 minutes 42 seconds east 407.55 feet to the point of beginning; 2) north 89 degrees 12 minutes 42 seconds east 196.39 feet; thence north 60 degrees 05 minutes 09 seconds east 21.55 feet; thence north 57 degrees 30 minutes 34 seconds east 26.46 feet; thence north 39 degrees 00 minutes 55 seconds east 54.75 feet; thence north 84 degrees 47 minutes 27 seconds east 34.65 feet; thence north 64 degrees 01 minute 22 seconds east 41.07 feet; thence north 40 degrees 28 minutes 45 seconds east 34.72 feet; thence north 24 degrees 44 minutes 11 seconds east 19.96 feet; thence north 16 degrees 17 minutes 32 seconds east 43.73 feet; thence north 15 degrees 53 minutes 18 seconds east 58.34 feet; thence north 38 degrees 29 minutes 18 seconds east 63.39 feet; thence north 73 degrees 20 minutes 21 seconds east 61.35 feet; thence north 35 degrees 51 minutes 44 seconds east 39.07 feet; thence north 21 degrees 01 minute 14 seconds west 38.48 feet; thence north 58 degrees 07 minutes 45 seconds west 40.12 FEET; THENCE SOUTH 84 DEGREES 56 MINUTES 59 SECONDS WEST 34.94 feet; thence south 82 degrees 37 minutes 15 seconds 74.75 feet; thence north 87 degrees 38 minutes 02 seconds west 21.01 feet; thence south 87 degrees 28 minutes 10 seconds west 59.90 feet; thence north 54 degrees 10 minutes 48 seconds west 50.52 feet; thence north 56 degrees 15 minutes 37 seconds west 80.30 feet; thence north 26 degrees 02 minutes 28 seconds west 8.84 feet; thence north 06 degrees 39 minutes 46 seconds east 83.19 feet; thence north 26 degrees 02 minutes 28 seconds west 155.00 feet; thence south 63 degrees 57 minutes 32 seconds west 92.81 feet; thence north 25 degrees 56 minutes 04 seconds west 106.50 feet; thence south 64 degrees 03 minutes 56 seconds west 170.00 feet; thence south 25 degrees 56 minutes 04 seconds east 97.54 feet; thence south 63 degrees 57 minutes 32 seconds west 92.15 feet; thence south 26 degrees 02 minutes 28 seconds east 394.36 feet; thence southerly on the arc of a curve concave to the westerly and having a radius of 345.00 feet, run a chord distance of 180.88 feet to the point of beginning, the bearing of said chord being south 10 degrees 50 minutes 38 seconds east, being 6.17 acres, more or less, in area.

TOGETHER WITH:

a parcel of land situated in southwest 1/4 of section 5, township 5 south, range 26 east, clay county, florida; said parcel being more particularly described as follows:

commence at the southwest corner of said section 5, thence on the westerly line thereof run north 04 degrees 16 minutes 09 seconds east 1,113.79 feet to the north line of former u.s. navy’s fleming island field; thence on last said line north 89 degrees 09 minutes 16 seconds east 1,885.63 feet to the northwest corner of fleming plantation – fourth roadway plat, according to plat book 35, pages 29 through 31, of the public records of said county; thence on the westerly line of old hard road run the following 2 courses: 1) north 18 degrees 54 minutes 40 seconds west 84.15 feet to the northerly line of those lands described in official records book 237, page 674, of said public records and the point of beginning; 2) north 18 degrees 54 minutes 40 seconds west 149.90 feet to the southerly line of those lands described in official records book 364, page 548, of said public records; thence on last said line run the following 2 courses: 1) south 72 degrees 53 minutes 13 seconds west 446.65 feet; 2) south 89 degrees 02 minutes 16 seconds west 370.52 feet to the easterly line of those lands described in official records book 483, page 118, of said public records; thence on last said line south 05 degrees 49 minutes 16 seconds west 16.75 feet to said northerly line of lands described in official records book 237, page 674; thence on last said line north 89 degrees 09 minutes 16 seconds east 847.72 feet to the point of beginning, being 1.008 acres, more or less, in area.

(being the same lands as those described in official records book 1199, page 24, of said public records.)

TOGETHER WITH:

a parcel of land situated in the east 1/2 of the east 3/4 of the east 1/2 of government lot 3, section 30, township 4 south, range 26 east, clay county, florida, being more particularly desribed as follows:

commence at the intersection of the southerly right-of-way line of lake shore boulevard, according to plat book 2, page 44 thru 48 of the public records of said county, with the east line of said government lot 3; thence on last said line run the following 2 courses: 1) south 00 degrees 14 minutes 34 seconds east 200.00 feet to the southeast corner of lands described in official records book 119, page 640, of said public records and the point of beginning; 2) south 00 degrees 14 minutes 34 seconds east 1,108.84 feet to the southeast corner of said government lot 3; thence on the south line thereof south 89 degrees 01 minutes 09 seconds west 247.50 feet to the west line of said east 1/2 of the east 3/4 of the east 1/2 of government lot 3; thence on last said line run the following 2 courses: 1) thence north 00 degrees 16 minutes 03 seconds west 932.14 FEET; THENCE NORTH 00 DEGREES 11 MINUTES 44 SECONDS WEST 336.88 feet to said southerly right-of-way line of lake shore boulevard; thence on last said line north 79 degrees 54 minutes 14 seconds east 201.31 feet to the northwest corner of said lands described in official records book 119, page 640; thence on the westerly line thereof south 00 degrees 14 minutes 34 seconds east 200.00 feet to the southwesterly corner thereof; thence on the southerly line thereof north 79 degrees 54 minutes 14 seconds east 50.00 feet to the point of beginning, being 7.10, more or less, in area.

ALL TOGETHER CONTAINING A TOTAL ACREAGE OF 2,868.7 acres, more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 11-20-89, Amended 3-23-98, 3-17-99, 7-7-09.

Fla. Admin. Code R. 42H-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Gary Howell, William O. (Bill) Cannon, Joan Meeks, G. Preston Keyes, and Frank E. Westmark.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 11-20-89.

Division 42J The Tampa Palms Open Space and Transportation Community Development District

Chapter 42J-1 THE TAMPA PALMS OPEN SPACE AND TRANSPORTATION COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42J-1.001 Creation

The Tampa Palms Open Space and Transportation Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 1-31-90.

Fla. Admin. Code R. 42J-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “4” to the Petition to Amend the Boundary of the Tampa Palms Open Space and Transportation Community Development District dated October 27, 2015, assigned Commission Case number CDD-15-008, and entered into the record during the January 22, 2016, administrative hearing conducted by the Division of Administrative Hearings. The Petition to Amend the Boundary of the Tampa Palms Open Space and Transportation Community Development District dated October 27, 2015, assigned Commission Case number CDD-15-008, and entered into the record during the January 22, 2016, administrative hearing conducted by the Division of Administrative Hearings, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-07023, and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Tampa Palms Open Space and Transportation Community Development District area = 3,130 ± acres, more or less.

History

Rulemaking Authority 190.005, 190.046(1) FS. Law Implemented 190.004, 190.005, 190.046(1) FS. History–New 1-31-90, Amended 7-31-97, 9-5-16.

Fla. Admin. Code R. 42J-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: William I. Livingston, James W. Apthorp, Steve J. Kuzma, Joseph W. House, and Charles Davis.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 1-31-90.

Division 42SS Tolomato Community Development District

Chapter 42SS-1 TOLOMATO COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42SS-1.001 Establishment

The Tolomato Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 7-29-04.

Fla. Admin. Code R. 42SS-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “4” to the Petition to Amend the Boundary of the Tolomato Community Development District filed with the Commission on August 4, 2020, under Commission Case Number CDD-20-001. The Petition to Amend the Boundary of the Tolomato Community Development District filed with the Commission on August 4, 2020, under Commission Case Number CDD-20-001, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-12746 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Tolomato Community Development District area = 13,933.86 total acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.046, 190.005 FS. History–New 7-29-04, Amended 3-2-10, 7-17-13, 6-11-18, 5-13-21.

Fla. Admin. Code R. 42SS-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Richard T. Ray, Jed V. Davis, Ronald W. Fussell, Richard H. O’Steen, and Austin F. Barbour.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 7-29-04.

Division 42LL Tomoka Community Development District

Chapter 42LL-1 TOMOKA COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42LL-1.001 Establishment

The Tomoka Community Development District is hereby established.

History

Specific Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-2-03.

Fla. Admin. Code R. 42LL-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “4” to the Petition to Amend the Boundary of Tomoka Community Development District filed with the Commission on June 23, 2021, under Commission Case Number CDD-21-002. The Petition to Amend the Boundary of Tomoka Community Development District filed with the Commission on June 23, 2021, under Commission Case Number CDD-21-002, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-13895 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Tomoka Community Development District area = 2,048 total acres, more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 10-2-03, Amended 12-19-06, 5-23-22.

Fla. Admin. Code R. 42LL-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Mark Ambach, Doug Ross, Andy Hagen, Dick Smith, and Jean Trindler.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-2-03.

Division 42JJ Town Center at Palm Coast Community Development District

Chapter 42JJ-1 TOWN CENTER AT PALM COAST COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42JJ-1.001 Establishment

The Town Center at Palm Coast Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 12-22-03.

Fla. Admin. Code R. 42JJ-1.002 Boundary

The boundaries of the District are as follows:

DESCRIPTION: PARCEL “A”

A PARCEL OF LAND LYING WITHIN GOVERNMENT SECTIONS 29 AND 32, TOWNSHIP 11 SOUTH, RANGE 31 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;

A POINT OF REFERENCE BEING THE SOUTHWEST CORNER OF SECTION 32, TOWNSHIP 11 SOUTH, RANGE 31 EAST, FLAGLER COUNTY, FLORIDA, THENCE NORTH 88°24'49" EAST A DISTANCE OF 2642.88 FEET TO THE SOUTH QUARTER CORNER OF SECTION 32 BEING THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE NORTH 00°40'50" WEST ALONG THE WEST LINE OF THE NORTHEAST QUARTER (1/4) A DISTANCE OF 221.03 FEET, THENCE DEPARTING SAID WEST LINE SOUTH 89°15'49" WEST A DISTANCE OF 510.00 FEET TO A POINT ON THE EASTERLY BOUNDARY OF THE PLAT PINE GROVE SECTION 28, MAP BOOK 9, PAGES 51 THROUGH 66, OF THE PUBLIC RECORDS OF FLAGLER COUNTY, FLORIDA, THENCE NORTH 00°40'55" WEST ALONG THE EASTERLY BOUNDARY OF AND DEPARTING SAID PLAT SECTION-28 A DISTANCE OF 4,569.91 FEET, THENCE NORTH 21°00'44" EAST A DISTANCE OF 1,028.92 FEET TO A POINT ON THE WESTERLY LINE OF THE LIMITED ACCESS RIGHT-OF-WAY OF INTERSTATE 95, THENCE SOUTH 18°20'58" EAST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 1,809.43 FEET, THENCE NORTH 89°52'23" EAST A DISTANCE OF 290.97 FEET, THENCE SOUTH 33°20'58" EAST A DISTANCE OF 502.28 FEET, THENCE SOUTH 18°20'58" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE 95 A DISTANCE OF 3,752.21 FEET TO A POINT ON THE SOUTH LINE OF SECTION 32, THENCE DEPARTING INTERSTATE 95 SOUTH 88°46'16" WEST ALONG THE SOUTH LINE OF SECTION 32 A DISTANCE OF 2,120.40 FEET TO THE POINT OF BEGINNING;

PARCEL “A” CONTAINING 202.3081 ACRES OF LAND MORE OR LESS.

DESCRIPTION: PARCEL “B”

A PARCEL OF LAND LYING WITHIN GOVERNMENT SECTIONS 4, 5, 6, 7, 8 AND 9, TOWNSHIP 12 SOUTH, RANGE 31 EAST, FLAGLER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A POINT OF REFERENCE BEING THE NORTHWEST CORNER OF SAID GOVERNMENT SECTION 5, TOWNSHIP 12 SOUTH, RANGE 31 EAST, BEING COMMON AS THE SOUTHWEST CORNER OF SECTION 32, TOWNSHIP 11 SOUTH, RANGE 31 EAST, THENCE SOUTH 01°31'08" EAST ALONG THE WEST LINE OF SECTION 5 A DISTANCE OF 163.78 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE DEPARTING SAID WEST LINE NORTH 89°15'49" EAST A DISTANCE OF 1,595.15 FEET, THENCE SOUTH 00°39'41" EAST A DISTANCE OF 1,318.27 FEET, THENCE NORTH 89°20'19" EAST A DISTANCE OF 1,320.00 FEET, THENCE NORTH 00°39'41" WEST A DISTANCE OF 1,320.00 FEET, THENCE NORTH 89°15'49" EAST A DISTANCE OF 1,915.75 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF INTERSTATE 95, THENCE SOUTH 18°20'58" EAST ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 4,927.55 FEET TO THE NORTHEAST CORNER OF MEMORIAL HOSPITAL FLAGLER INC. LANDS, RECORDED IN OFFICIAL RECORDS BOOK 657, PAGE 1835, THENCE DEPARTING INTERSTATE 95 SOUTH 71°39'02" WEST ALONG THE NORTHERLY BOUNDARY LINE OF SAID HOSPITAL LANDS A DISTANCE OF 281.01 FEET, THENCE SOUTH 36°24'53" WEST A DISTANCE OF 947.44 FEET, THENCE DEPARTING SAID BOUNDARY OF HOSPITAL NORTH 53°36'18" WEST A DISTANCE OF 61.27 FEET, THENCE NORTH 08°33'46" EAST A DISTANCE OF 99.48 FEET, THENCE NORTH 63°16'51" WEST A DISTANCE OF 51.99 FEET, THENCE NORTH 35°29'45" WEST A DISTANCE OF 69.86 FEET, THENCE NORTH 56°55'46" EAST A DISTANCE OF 72.16 FEET, THENCE NORTH 10°50'19" WEST A DISTANCE OF 128.52 FEET, THENCE SOUTH 68°47'25" WEST A DISTANCE OF 43.05 FEET TO A POINT ON THE WEST LINE OF SECTION 9, THENCE DEPARTING SAID WEST LINE CONTINUE SOUTH 68°47'25" WEST A DISTANCE OF 688.97 FEET, THENCE SOUTH 39°53'49" EAST A DISTANCE OF 291.02 FEET, THENCE SOUTH 76°28'18" EAST A DISTANCE OF 64.12 FEET, THENCE NORTH 67°07'05" EAST A DISTANCE OF 72.01 FEET, THENCE SOUTH 39°14'51" EAST A DISTANCE OF 153.66 FEET, THENCE SOUTH 62°37'27" EAST A DISTANCE OF 59.26 FEET, THENCE NORTH 46°11'10" EAST A DISTANCE OF 36.29 FEET, THENCE NORTH 51°11'25" WEST A DISTANCE OF 74.59 FEET, THENCE NORTH 31°41'14" EAST A DISTANCE OF 38.19 FEET, THENCE NORTH 69°00'23" EAST A DISTANCE OF 148.98 FEET, THENCE SOUTH 78°58'19" EAST A DISTANCE OF 101.53 FEET TO A POINT ON THE NORTHWEST BOUNDARY LINE OF SAID HOSPITAL LANDS RECORDED IN OFFICIAL RECORDS BOOK 657, PAGE 1835, THENCE SOUTH 36°24'53" WEST A DISTANCE OF 336.01 FEET, THENCE SOUTH A DISTANCE OF 320.20 FEET, THENCE SOUTH 74°31'57" WEST A DISTANCE OF 196.13 FEET, THENCE DEPARTING SAID NORTHWEST BOUNDARY LINE OF HOSPITAL SOUTH 02°47'32" EAST A DISTANCE OF 109.00 FEET, THENCE SOUTH 49°04'23" EAST A DISTANCE OF 109.00 FEET, THENCE SOUTH 00°50'55" EAST A DISTANCE OF 190.00 FEET, THENCE SOUTH 89°09'05" WEST A DISTANCE OF 924.56 FEET, THENCE SOUTH 21°34'23" EAST A DISTANCE OF 370.29 FEET, THENCE SOUTH 89°07'49" WEST A DISTANCE OF 181.73 FEET, THENCE SOUTH 21°34'21" EAST A DISTANCE OF 695.14 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF STATE ROAD 100 (200'R/W), THENCE SOUTH 89°09'05" WEST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 928.54 FEET, THENCE DEPARTING STATE ROAD 100 NORTH 02°23'06" WEST A DISTANCE OF 1,356.48 FEET, THENCE SOUTH 88°41'00" WEST A DISTANCE OF 663.41 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST (NE) QUARTER (1/4) OF SECTION 8, THENCE SOUTH 88°49'35" WEST A DISTANCE OF 668.63 FEET, THENCE SOUTH 02°08'49" EAST A DISTANCE OF 692.67 FEET, THENCE SOUTH 88°59'33" WEST A DISTANCE OF 1,344.70 FEET, THENCE SOUTH 01°32'05" EAST A DISTANCE OF 650.61 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF STATE ROAD 100, THENCE SOUTH 89°09'05" WEST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 297.82 FEET, THENCE DEPARTING STATE ROAD 100 NORTH 01°13'40" WEST ALONG THE EASTERLY BOUNDARY LINE OF PLAT OF MIDWAY PARK, MAP BOOK 5, PAGE 25, A DISTANCE OF 1,337.58 FEET, THENCE SOUTH 88°49'35" WEST ALONG THE NORTH LINE OF MIDWAY PARK A DISTANCE OF 378.00 FEET TO A POINT ON THE WEST LINE OF GOVERNMENT SECTION 8, THENCE NORTH 01°13'33" WEST ALONG SAID WEST LINE OF SECTION 8 A DISTANCE OF 786.73 FEET, THENCE DEPARTING SAID WEST LINE OF SECTION 8 SOUTH 88°17'00" WEST A DISTANCE OF 125.00 FEET, THENCE NORTH 01°13'33" WEST A DISTANCE OF 140.00 FEET, THENCE SOUTH 88°17'00" WEST ALONG THE NORTH LINE OF FLAGLER COUNTY SCHOOL BOARD LANDS A DISTANCE OF 1,571.20 FEET, THENCE SOUTH 01°55'36" WEST ALONG THE WEST LINE OF SAID SCHOOL BOARD LANDS A DISTANCE OF 2,205.60 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF STATE ROAD 100, THENCE NORTH 88°04'24" WEST A DISTANCE OF 2,535.95 FEET TO THE SOUTHEAST CORNER OF LIL' CHAMP FOOD STORE LAND RECORDED IN OFFICIAL RECORDS BOOK 594, PAGES 648 AND 649, THENCE DEPARTING STATE ROAD 100 NORTH 01°55'36" EAST ALONG THE EAST BOUNDARY LINE OF SAID LIL' CHAMP LAND A DISTANCE OF 250.00 FEET, THENCE NORTH 78°46'38" WEST ALONG THE NORTH LINE OF SAID LIL' CHAMP LANDS A DISTANCE OF 250.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF BELLE TERRE PARKWAY, THENCE DEPARTING LIL' CHAMP LANDS NORTH 11°13'22" EAST ALONG SAID RIGHT-OF-WAY OF BELLE TERRE PARKWAY A DISTANCE OF 1,828.63 FEET TO A POINT OF CURVATURE, CONCAVE WESTERLY, THENCE NORTHERLY A DISTANCE OF 824.97 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 29°32'31", A RADIUS OF 1,600.00 FEET, A CHORD BEARING OF NORTH 03°32'53" WEST AND A CHORD DISTANCE OF 815.86 FEET TO A POINT OF TANGENCY, THENCE NORTH 18°19'09" WEST A DISTANCE OF 1,118.45 FEET TO A POINT OF CURVATURE, CONCAVE EASTERLY, THENCE NORTHERLY A DISTANCE OF 1,037.37 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 42°27'17", A RADIUS OF 1,400.00 FEET, A CHORD BEARING OF NORTH 02°54'30" EAST AND A CHORD DISTANCE OF 1,013.80 FEET TO A POINT OF TANGENCY, THENCE NORTH 24°08'08" EAST A DISTANCE OF 559.85 FEET, THENCE DEPARTING BELLE TERRE PARKWAY NORTH 89°15'49" EAST A DISTANCE OF 2,810.00 FEET, THENCE NORTH 00°44'11" WEST A DISTANCE OF 2015.00 FEET, THENCE NORTH 89°15'49" EAST A DISTANCE OF 1,400.26 FEET TO THE POINT OF BEGINNING.

PARCEL “B” CONTAINING 1,354.9228 ACRES MORE OR LESS.

PARCEL “A” TOGETHER WITH PARCEL “B” CONTAINING 1557.2309 ACRES OF LAND MORE OR LESS.

BEARINGS LOCALLY REFERENCED TO THE WEST LINE OF THE NORTHWEST QUARTER (1/4) OF GOVERNMENT SECTION 5, TOWNSHIP 12 SOUTH, RANGE 31 EAST, BEING SOUTH 01°31'08" EAST.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 12-22-03.

Fla. Admin. Code R. 42JJ-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Dave Lusby, Carol Benedict, Dave Root, John Seibel, and John “Jack” Kelly.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 12-22-03.

Division 42GG Tuscany Community Development District

Chapter 42GG-1 TUSCANY COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42GG-1.001 Establishment

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 6-18-03, Repealed 4-8-13.

Fla. Admin. Code R. 42GG-1.002 Boundary

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 6-18-03, Amended 3-9-08, Repealed 4-8-13.

Fla. Admin. Code R. 42GG-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 6-18-03, Repealed 4-8-13.

Division 42DDD Twin Creeks Community Development District

Chapter 42DDD-1 Twin Creeks Community Development District

Fla. Admin. Code R. 42DDD-1.001 Establishment

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 9-5-07, Repealed 6-25-12.

Fla. Admin. Code R. 42DDD-1.002 Boundary

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 9-5-07, Repealed 6-25-12.

Fla. Admin. Code R. 42DDD-1.003 Supervisors

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History-New 9-5-07, Repealed 6-25-12.

Division 42M Viera East Community Development District

Chapter 42M-1 VIERA EAST COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42M-1.001 Creation

Viera East Community Development District is hereby created.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.005 FS. History–New 4-16-91.

Fla. Admin. Code R. 42M-1.002 Boundary

The boundaries of the District are as follows:

DESCRIPTION: PARCEL 1

All of Section 27 and portions of Sections 22, 26, 28, 33, 34 and 35, Township 25 South, Range 36 East, and portions of Sections 2, 3, 4, 10 and 11, Township 26 South, Range 36 East, all in Brevard County, Florida, being more particularly described as follows: Commence at the Southeast corner of said Section 10 and run N 00°58'45'' W along the East line of said Section 10, for a distance of 50.04 feet to the North right of way line of Wickham Road and the POINT OF BEGINNING of the following described parcel; thence S 86°40'00'' W along said North right of way line of Wickham Road 1,791.05 feet; thence continue along said North right of way line S 89°31'32'' W for 1,232.48 feet to the East line of Official Records Book 876, Page 569 of the Public Records of Brevard County, Florida; thence N 14°32'54'' W along said East line for 766.98 feet to the North line of said Official Records Book 876, page 569; thence S 75°27'06'' W along said North line for a distance of 768.49 feet to the Easterly right of way line of Interstate 95; thence N 26°01'27'' W along said Easterly right of way line for a distance of 745.31 feet; thence N 14°32'54'' W along said Easterly right of way line for a distance of 2,308.02 feet; thence N 60°44'50'' E for 346.47 feet; thence N 37°49'35'' E for 170.97 feet; thence N 52°08'55'' E for 84.63 feet; thence N 75°27'05'' E for 550.00 feet; thence N 77°47'23'' E for 75.00 feet; thence S 83°03'16'' E for 75.00 feet; thence S 83°00'14'' E for 410.74 feet; thence N 06°59'46'' E for 104.22 feet to a point on a curve concave to the North, having a radius of 813.27 feet and to which a radial line bears S 01°09'22'' W; thence Easterly along the arc of said curve for 328.78 feet, through a central angle of 23°09'46'' to the point of tangency; thence N 67°59'36'' E for 243.76 feet to a point lying 30.00 feet West of the Westerly right of way line of Murrell Road, (a 120.00 foot wide right of way), as described in Official Records Book 2953, Page 2101 of the Public Records of Brevard County, Florida; thence Northerly and 30.00 feet West of said Westerly right of way line the following seven (7) courses: (1) thence N 22°00'24'' W for 742.63 feet to the point of curvature of a curve concave to the East and having a radius of 1,235.92 feet; (2) thence Northerly along the arc of said curve for 582.56 feet, through a central angle of 27°00'24'' to the point of tangency; (3) thence N 05°00'00'' E for 468.53 feet to the point of curvature of a curve concave to the West, having a radius of 1,055.92 feet; (4) thence Northerly along the arc of said curve for 497.59 feet, through a central angle of 27°00'00'' to the point of tangency; (5) thence N 22°00'00'' W for 1,399.77 feet to the point of curvature of a curve concave to the East, having a radius of 1,235.92 feet; (6) thence Northerly along the arc of said curve for 593.20 feet, through a central angle of 27°30'00'' to the point of tangency; (7) thence N 05°30'00'' E along said line lying 30.00 feet West of the Westerly right of way line of Murrell Road and its Northerly extension thereof, said line being the Westerly right of way line of proposed Murrell Road (150.00 foot wide right of way) for a distance of 1,365.19 feet; thence run N 84°30'00'' W for 600.00 feet, to the point of curvature of a curve to the left, having a radius of 640.00 feet and a central angle of 48°08'20''; thence run Southwesterly, along said curve, an arc distance of 537.72 feet; thence run N 42°38'20'' W, a distance of 493.95 feet; thence run N 14°33'28'' W, a distance of 580.00 feet; thence S 75°26'32'' W for a distance of 1,437.64 feet to said Easterly right of way line of Interstate 95; thence N 14°32'54'' W along said Easterly right of way line of Interstate 95 for a distance of 8,929.18 feet to the point of curvature of a curve concave to the Southwest, having a radius of 5,879.65 feet; thence Northwesterly along the arc of said curve and said Easterly right of way line, for a distance of 2,502.25 feet, through a central angle of 24°23'02'' to the North line of the Northwest 1/4 of Section 28, Township 25 South, Range 36 East; thence N 89°34'55'' E along said North line 2,011.71 feet to the North 1/4 corner of said Section 28; thence N 89°35'49'' E along the North line of the Northeast 1/4 of said Section 28 for a distance of 2,649.14 feet to the Southwest corner of said Section 22; thence N 89°44'33'' E along the South line of said Section 22, for a distance of 4,533.48 feet to the West line of lands described in Official Records Book 2237, Page 2896 of the Public Records of Brevard County, Florida; thence N 00°15'56'' W along said West line of Official Records Book 2237, Page 2896 for a distance of 1,969.91 feet to the South right of way line of Barnes Boulevard; thence S 89°47'58'' E along said South right of way line of Barnes Boulevard for a distance of 800.00 feet to the East line of said Section 22; thence S 00°15'56'' E along said East line of Section 22, for a distance of 1,963.51 feet to the Southeast corner of said Section 22, said corner also being the Northeast corner of Section 27, Township 25 South, Range 36 East, Brevard County, Florida; thence S 00°21'41'' E along the East line of the Northeast 1/4 of said Section 27, for a distance of 2,659.87 feet to the Northeast corner of the Southeast 1/4 of said Section 27; thence S 00°40'49'' W along the East line of the Southeast 1/4 of said Section 27, for a distance of 2,181.04 feet; thence S 38°50'18'' E for 1,283.83 feet; thence South for 1,950.00 feet; thence S 40°14'11'' E for 170.29 feet; thence South for 1,020.00 feet; thence S 40°36'05'' E for 322.68 feet; thence S 39°42'36'' W for 383.47 feet; thence S 01°47'24'' E for 160.08 feet; thence S 56°18'36'' E for 396.61 feet; thence S 60°38'32'' E for 91.79 feet; thence S 03°16'14'' E for 350.57 feet; thence S 40°27'54'' W for 467.47 feet to the South line of aforesaid Section 35, Township 25 South, Range 36 East, Brevard County, Florida; thence S 88°57'29'' W along said South line of Section 35, for a distance of 1,034.11 feet to the Northeast corner of Section 3, Township 26 South, Range 36 East; thence S 01°17'09'' W along the East line of said Section 3, for a distance of 1,245.78 feet to the Northeast corner of INDIAN RIVER COLONY CLUB, P.U.D., PHASE 2, UNIT 1, as recorded in Plat Book 34, Page 92 of the Public Records of Brevard County, Florida; thence S 88°35'03'' W along the North line of said INDIAN RIVER COLONY CLUB, P.U.D., PHASE 2, UNIT 1, and along the North line of INDIAN RIVER COLONY CLUB, P.U.D., PHASE 1, UNIT 2, as recorded in Plat Book 34, Page 36 of the Public Records of Brevard County, Florida, for 2,634.30 feet; thence S 88°28'04'' W along the North line of said INDIAN RIVER COLONY CLUB, P.U.D., PHASE 1, UNIT 2, and along the North lines of INDIAN RIVER COLONY CLUB, P.U.D., PHASE 1, UNIT 1, as recorded in Plat Book 34, Pages 31 and 32 of the Public Records of Brevard County, Florida and INDIAN RIVER COLONY CLUB, P.U.D., PHASE 1, UNIT 3, as recorded in Plat Book 35, Page 91 of the Public Records of Brevard County, Florida, for a distance of 883.63 feet to the Easterly right of way line of Murrell Road, as recorded in Official Records Book 2953, Page 2101 of the Public Records of Brevard County, Florida; thence for the following seven (7) courses along said Easterly right of way line: (1) S 05°30'00'' W for 785.19 feet to the point of curvature of a curve concave to the East, having a radius of 1,085.92 feet; (2) thence Southerly 521.20 feet along the arc of said curve through a central angle of 27°30'00'' to the point of tangency; (3) thence S 22°00'00'' E for 1,399.77 feet to the point of curvature of a curve concave to the West, having a radius of 1,205.92 feet; (4) thence Southerly 568.28 feet along the arc of said curve, through a central angle of 27°00'00'' to the point of tangency; (5) thence S 05°00'00'' W for 468.53 feet to the point of curvature of a curve concave to the East, having a radius of 1,085.92 feet; (6) thence Southerly 511.85 feet along the arc of said curve through a central angle of 27°00'24'' to the point of tangency; (7) thence S 22°00'24'' E for 592.63 feet to the point of curvature of a curve concave to the Northeast, having a radius of 50.00 feet; thence Southeasterly 78.54 feet along the arc of said curve, through a central angle of 90°00'00'' to the point of tangency; thence N 67°59'36'' E for 423.19 feet to the point of curvature of a curve concave to the South, having a radius of 960.00 feet; thence Easterly 318.71 feet along the arc of said curve, through a central angle of 19°01'19'' to the point of tangency; thence N 87°00'55'' E for 221.13 feet; thence N 02°59'05'' W for 692.95 feet to the South line of INDIAN RIVER COLONY CLUB, P.U.D., PHASE 2, UNIT 4, as recorded in Plat Book 35, Pages 65 thru 67 of the Public Records of Brevard County, Florida; thence N 86°30'29'' E along said South line of said INDIAN RIVER COLONY CLUB, P.U.D., PHASE 2, UNIT 4, for a distance of 1,620.78 feet to the Southwest corner of said Section 2; thence N 01°17'32'' E along the West line of said Section 2, for a distance of 2,506.96 feet to the North line of the West 1/2 of the Southwest 1/4 of said Section 2; thence N 87°27'20'' E along said North line of the West 1/2 of the Southwest 1/4 of Section 2, for a distance of 1,347.22 feet to the East line of the West 1/2 of the Southwest 1/4 of said Section 2; thence S 00°55'23'' W along said East line of the West 1/2 of the Southwest 1/4 of Section 2, for a distance of 2,563.88 feet to the Southeast corner of the West 1/2 of the Southwest 1/4 of said Section 2, said Southeast corner also being the Northeast corner of the Northwest 1/4 of the Northwest 1/4 of Section 11, Township 26 South, Range 36 East; thence S 00°31'25'' E along the East line of said Northwest 1/4 of the Northwest 1/4 of Section 11, for a distance of 1,336.40 feet to the South line of said Northwest 1/4 of the Northwest 1/4 of Section 11; thence N 89°31'57'' W along said South line 1,350.78 feet to the Southwest corner of said Northwest 1/4 of the Northwest 1/4 of Section 11, said corner being on the East line of said Section 10; thence S 00°58'45'' E along said East line of Section 10, for a distance of 1,322.94 feet to the East 1/4 corner of said Section 10; thence continue along said East line S 00°58'45'' E for 541.60 feet to the North line of lands described in Official Records Book 2812, Page 2063 of the Public Records of Brevard County, Florida; thence for the following eight (8) courses along the Northerly line of said lands described in Official Records Book 2812, Page 2063: (1) S 87°55'44'' W for 650.12 feet; (2) thence S 00°58'45'' E for 288.82 feet; (3) thence S 59°01'15'' W for 245.81 feet; (4) thence N 88°24'23'' W for 501.94 feet; (5) thence S 59°01'15'' W for 503.09 feet; (6) thence S 00°58'45'' E for 575.00 feet; (7) thence S 44°01'15'' W for 159.04 feet; (8) thence S 87°55'44'' W for 359.20 feet to the East right of way line of said Murrell Road; thence S 12°28'28'' E along said East right of way line 152.51 feet to the South line of said lands described in Official Records Book 2812, Page 2063; thence N 87°55'44'' E along said South line for 2,241.61 feet to the East line of said Section 10; thence S 00°58'45'' E along said East line 600.08 feet to the POINT OF BEGINNING, said lands containing 2,790.73 acres, more or less.

TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL 2

A parcel of land lying in Section 33, Township 25 South, Range 36 East, Brevard County, Florida, more particularly described as follows: Commence at the Northwest corner of Section 28, Township 25 South, Range 36 East, Brevard County, Florida; thence N 89°34'55'' E along the North line of said Section 28, a distance of 236.62 feet to the Westerly right of way line of Interstate 95, (a 300.00 foot wide right of way), and a point of intersection with a non-tangent curve, concave Southwesterly, having a radius of 5,579.65 feet and a central angle of 26°52'46''; thence Southeasterly along said Westerly right of way line and along the arc of said curve to the right, a distance of 2,617.62 feet, (said arc subtended by a chord which bears S 27°59'17'' E a distance of 2,593.68 feet) to a point of tangency; thence S 14°32'54'' E along said Westerly right of way line, a distance of 3,416.81 feet to the POINT OF BEGINNING of the herein described parcel; thence continue along said Westerly right of way line S 14°32'54'' E, a distance of 4,994.84 feet; thence N 15°41'39'' W a distance of 1,203.33 feet to the point of curvature of a curve to the left, having a radius of 1,051.92 feet, a central angle of 35°21'15''; thence North Westerly along the arc of said curve, an arc length of 649.08 feet to the point of tangency of said curve; thence N 51°02'54'' W, a distance of 978.47 feet to the point of curvature of a curve to the left, having a radius of 1,051.92 feet, a central angle of 33°00'00''; thence Westerly along the arc of said curve, an arc length of 605.86 feet to the point of tangency of said curve; thence N 84°4'' W a distance of 136.38 feet; thence N 88°02'54'' W a distance of 76.74 feet; thence N 01°57'06'' E a distance of 247.75 feet; thence S 88°02'54'' E a distance of 600.00 feet; thence N 43°30'28'' E a distance of 193.49 feet; thence N 21°15'19'' E, a distance of 750.65 feet to the point of curvature of a curve to the left, having a radius of 1,051.92 feet, a central angle of 31°48'13''; thence Northerly along the arc of said curve, an arc length of 583.89 feet to the Point of Tangency of said curve; thence N 10°32'54'' W, a distance of 652.65 feet to the POINT OF BEGINNING, parcel contains 35.03 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 4-16-91.

Fla. Admin. Code R. 42M-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Jack Maloy, Don Spotts, David Duda, Tracy Duda and Gordon P. Masterson.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.006(1) FS. History–New 4-16-91.

Division 42PPP Village Community Development District 10

Chapter 42PPP-1 Village Community Development District 10

Fla. Admin. Code R. 42PPP-1.001 Amended District

The boundaries of Village Community Development District No. 10, initially established by county ordinance, are hereby amended to exceed the amount of land specified in Section 190.046(1)(e)2., F.S.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005, 190.046 FS. History‒New 1-5-14.

Fla. Admin. Code R. 42PPP-1.002 Boundary of the Amended District

The boundaries of the district are those set forth in Exhibit “6” dated July 2013 and entered into the record during the August 14, 2013, administrative hearing conducted by the Division of Administrative Hearings (DOAH). The legal description of the boundaries of the amended district described in Exhibit “6” is hereby incorporated by reference, and available at https://www.flrules.org/Gateway/reference.asp?No=Ref-03358, and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1801, The Capitol, Tallahassee, Florida 32399-0001.

The total Village Community Development District No. 10 area = 1,588.8 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005, 190.046 FS. History‒New 1-5-14.

Fla. Admin. Code R. 42PPP-1.003 Supervisors of the Amended District

The following five persons are the members of the Board of Supervisors at the time of the boundary amendment that caused the amount of land within the District to exceed that specified in Section 190.046(1)(e)2., F.S: Dennis Stradinger, Brad Brown, Heather Figlow, Roz Harris, and Don Waggoner.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005, 190.046 FS. History‒New 1-5-14.

Division 42QQ Villages of Westport Community Development District

Chapter 42QQ-1 VILLAGES OF WESTPORT COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42QQ-1.001 Establishment

The Villages of Westport Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Fla. Admin. Code R. 42QQ-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “5” to the Joint Petition to Amend the Boundary of the Villages of Westport Community Development District filed with the Commission on September 1, 2020, under Commission Case Number CDD-20-002. The Joint Petition to Amend the Boundary of the Villages of Westport Community Development District filed with the Commission on September 1, 2020, under Commission Case Number CDD-20-002, is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-12903 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Villages of Westport Community Development District area = 421.03 total acres, more or less.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 6-14-04, Amended 4-16-07, 7-13-21.

Fla. Admin. Code R. 42QQ-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: Nat Hughes, Andy Hagan, Cindy Jones, Mark Ambach and Maurice Rudolph.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-14-04.

Division 42OOO Westchase Community Development District

Chapter 42OOO-1 WESTCHASE COMMUNITY DEVELOPMENT DISTRICT

Fla. Admin. Code R. 42OOO-1.001 Surviving District

Westchase Community Development District and Westchase East Community Development District are hereby merged, with the surviving district being the Westchase Community Development District. The surviving district shall hereinafter be known as the Westchase Community Development District.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 History–New 9-20-11.

Fla. Admin. Code R. 42OOO-1.002 Boundary of Surviving District

The boundaries of the surviving Westchase Community Development District are as follows:

DESCRIPTION: (TRACT “A” – Community Development District boundary before less out parcels) a parcel of land lying in Sections 8, 16, 17, 19 & 20, Township 28 South, Range 17 East, Hillsborough County, Florida being more particularly described as follows:

BEGINNING at the Southwest corner of said Section 17, run thence along the Easterly boundary of TWIN BRANCH ACRES UNIT TWO according to the map or plat thereof as recorded in Plat Book 50, Page 67 of the Public Records of Hillsborough County, Florida, the Easterly boundary of TWIN BRANCH ACRES UNIT THREE according to the map or plat thereof as recorded in Plat Book 52, Page 21 of the Public Records of Hillsborough County, Florida, and the Easterly boundary of TWIN BRANCH ACRES UNIT FOUR, according to the map or plat thereof as recorded in Plat Book 53, Page 49 of the Public Records of Hillsborough County, Florida, said Easterly boundaries also being the West boundary of the said Section 17, N.00°41'44''E., 3,957.56 feet; thence continue along said West boundary of Section 17, said West boundary also being the Easterly boundary of TWIN BRANCH ACRES UNIT FIVE, according to the map or plat thereof as recorded in Plat Book 55, Page 20 of the Public Records of Hillsborough County, Florida, N.00°43'45''E., 1,373.07 feet to the Northwest corner of said Section 17; thence along the North boundary of the West 1/2 of said Section 17, S.88°50'00''E., 1,309.20 feet; thence along the West boundary of the Southeast 1/4 of the Southwest 1/4 of the aforesaid Section 8, N.01°26'18''E., 1,329.44 feet; thence along the North boundary of said Southeast 1/4 of the Southwest 1/4 of Section 8, S.88°48'06''E., 1,312.36 feet to a point on the West boundary of the Southeast 1/4 of said Section 8, thence along said West boundary, N.01°34'30''E., 1,328.84 feet; thence along the North boundary of said Southeast 1/4 of Section 8, S.89°29'25''E., 2,694.72 feet; thence along the East boundary of said Southeast 1/4 of Section 8, S.01°02'58''W., 2,644.25 feet to the Southeast corner of said Section 8, also being the Northwest corner of the aforesaid Section 16; thence along the North boundary of said Section 16, S.88°30'45''E., 300.00 feet; thence S.17°43'00''E., 516.28 feet; thence S.50°00'00''W., 550.35 feet; thence SOUTH, 300.00 feet; thence S.60°47'00''W., 350.00 feet; thence S.41°09'24''W., 156.46 feet; thence S.75°53'14''E., 1225.09 feet; thence S.01°29'15''W., 1929.71 feet; thence S.71°29'15''W., 3,714.89 feet to a point on the West boundary of the East 1/2 of the aforesaid Section 17; thence along said West boundary, S.00°27'11''W., 434.11 feet to the Northeast corner of said Northwest 1/4 of Section 20; thence along the East boundary of the Northwest 1/4 of the aforesaid Section 20, S.00°01'03''E., 666.06 feet to a point on the North boundary of a 100.00 foot wide right-of-way for C.S.X. Transportation Inc.; thence along said North boundary, S.89°14'03''W., 3,241.93 feet to a point on the Easterly boundary of the aforesaid TWIN BRANCH ACRES UNIT TWO; thence along said Easterly boundary the following two (2) courses: 1) N.00°00'02''E., 735.63 feet to a point on the North boundary of the aforesaid Section 19; 2) along the North boundary of said Section 19, S.89°10'54''E., 600.00 feet to the POINT OF BEGINNING.

Containing 897.454 acres, more or less.

LESS THE FOLLOWING DESCRIBED PARCEL:

WESTCHASE CLUBHOUSE SITE

DESCRIPTION: A parcel of land lying in Sections 16 & 17, Township 28 South, Range 17 East, Hillsborough County, Florida, said parcel being more particularly described as follows:

From the Southeast corner of said Section 17, run thence N.01°17'13''E., 2408.40 feet along the East boundary of said Section 17 to the POINT OF BEGINNING; thence WEST, 313.83 feet; thence S.72°36'13''W., 277.40 feet to a point of curvature; thence Northwesterly, 129.87 feet along the arc of a curve to the right having a radius of 100.00 feet and a central angle of 74°24'27'' (chord bearing N.70°11'34''W., 120.93 feet) to a point of tangency; thence N.32°59'20''W., 306.27 feet to a point of curvature; thence Northwesterly, 34.24 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 78°27'47'' (chord bearing N.72°13'13''W., 31.62 feet) to a point of cusp; thence Northeasterly, 118.75 feet along the arc of a curve to the left having a radius of 225.00 feet and a central angle of 30°14'23'' (chord bearing N.53°25'42''E., 117.38 feet) to a point of cusp; thence Southeasterly, 33.73 feet along the arc of a curve to the left having a radius of 25.00 feet and a central angle of 77°18'30'' (chord bearing S.00°20'45''E., 31.23 feet) to a point of tangency; thence S.39°00'00''E., 80.37 feet to a point of curvature; thence Southeasterly, 101.27 feet along the arc of a curve to the right having a radius of 213.00 feet and a central angle of 27°14'30'' (chord bearing S.25°22'45''E., 100.32 feet) to a point of reverse curvature; thence Southeasterly, 135.08 feet along the arc of a curve to the left having a radius of 375.00 and a central angle of 20°38'17'' (chord bearing S.22°04'38''E., 134.35 feet) to a point of compound curvature; thence Southeasterly, 65.45 feet along the arc of a curve to the left having a radius of 50.00 feet and a central angle of 75°00'00'' (chord bearing S.69°53'47''E., 60.88 feet) to a point of tangency; thence N.72°36'13''E., 141.63 feet; thence N.04°58'00''E., 689.48 feet; thence N.43°54'00''E., 188.14 feet; thence S.48°42'00''E., 359.70 feet; thence S.31°10'00''E., 408.40 feet; thence S.58°50'00''W., 246.36 feet to a point on the aforesaid East boundary of Section 17; thence along said East boundary, S.01°17'13''W., 115.26 feet to the POINT OF BEGINNING.

Containing 9.227 acres, more or less.

ALSO LESS THE FOLLOWING DESCRIBED PARCEL:

WESTCHASE GOLF COURSE PARCEL “GC-1”

DESCRIPTION: A parcel of land lying in Section 17, Township 28 South, Range 17 East, Hillsborough County, Florida, being more particularly described as follows:

Containing 37.072 acres, more or less.

ALSO LESS THAT PART OF THE FOLLOWING DESCRIBED PARCEL LYING WITHIN THE ABOVE DESCRIBED TRACT “A”.

WESTCHASE GOLF COURSE PARCEL “GC-2”

DESCRIPTION: A parcel of land lying in Sections 16 and 17, Township 28 South, Range 17 East, Hillsborough County, Florida, being more particularly described as follows:

From the Northeast corner of said Section 17, run thence along the North boundary of the East 1/2 of said Section 17, N.89°45'50''W., 2,719.25 feet; thence along the West boundary of the East 1/2 of said Section 17, S.00°27'11''W., 3,743.22 feet to the POINT OF BEGINNING; thence N.66°00'00''E., 122.31 feet; thence S.84°00'00''E., 450.00 feet; thence S.01°50'00''E., 134.00 feet; thence N.88°10'00''E., 185.00 feet; thence N.01°50'00''W., 38.20 feet to a point of curvature; thence Northeasterly, 136.16 feet along the arc of a curve to the right having a radius of 100.00 feet and a central angle of 78°01'00'' (chord bearing N.37°10'30''E., 125.89 feet) to a point of tangency; thence N.76°11'00''E., 117.78 feet; thence S.57°30'00''E., 130.00 feet; thence S.14°00'00''E., 67.33 feet; thence S.75°22'04''E., 635.13 feet; thence S.87°22'09''E., 242.95 feet; thence N.46°00'00''E., 150.02 feet; thence N.00°23'14''W., 179.14 feet; thence N.89°36'46''E., 108.00 feet to a point of curvature; thence Easterly, Northerly and Westerly 642.28 feet along the arc of a curve to the left having a radius of 200.00 feet and a central angle of 184°00'00'' (chord bearing N.02°23'14''W., 399.76 feet) to a point of tangency; thence S.85°36'46''W., 404.54 feet; thence N.75°22'04''W., 232.57 feet; thence N.36°00'00''W., 290.00 feet; thence N.50°20'00''W., 231.83 feet; thence N.72°43'16''W., 335.08 feet; thence N.17°16'44''E., 90.00 feet; thence N.23°52'30''E., 81.06 feet; thence N.52°04'36''W., 130.00 feet to a point on a curve; thence Northeasterly, 268.66 feet along the arc of a curve to the right having a radius of 275.00 feet and a central angle of 55°58'26'' (chord bearing N.65°54'37''E., 258.10 feet) to a point of tangency; thence S.86°06'10''E., 72.20 feet; thence S.03°53'50''W., 131.84 feet; thence S.86°06'10''E., 86.01 feet; thence S.61°50'51''E., 79.17 feet; thence S.51°56'08''E., 288.51 feet; thence S.71°30'00''E., 150.29 feet; thence N.01°31'08''W., 148.01 feet to a point on a curve; thence Northeasterly, 32.48 feet along the arc of a curve to the left having a radius of 150.00 feet and a central angle of 12°24'28'' (chord bearing N.82°16'38''E., 32.42 feet) to a point of tangency; thence N.76°04'24''E., 139.81 feet to a point of curvature; thence Northeasterly, 29.55 feet along the arc of a curve to the left having a radius of 225.00 feet and a central angle of 07°31'31'' (chord bearing N. 72°18'39''E., 29.53 feet) to a point of reverse curvature; thence Southeasterly, 34.24 feet along the arc of a curve to the right having a radius of 25.00 and a central angle of 78°27'47'' (chord bearing S.72°13'13''E., 31.62 feet) to point of tangency; thence S.32°59'20''E., 306.27 feet to a point of curvature; thence Southeasterly, 129.87 feet along the arc of a curve to the left having a radius of 100.00 feet and a central angle of 74°24'27'' (chord bearing S.70°11'34''E., 120.93 feet) to a point of tangency; thence N.72°36'13''E., 277.40 feet; thence EAST, 313.83 feet to a point on the Easterly boundary of the aforesaid Section 17; thence along said Easterly boundary, N.01°17'13''E., 115.26 feet; thence N.58°50'00''E., 246.36 feet; thence N.31°10'00''W., 408.40 feet; thence N.48°42'00''W., 359.70 feet; thence S.43°54'00''W., 188.14 feet; thence S.04°58'00''W., 689.48 feet; thence S.72°36'13''W., 141.63 feet to a point of curvature; thence Northwesterly, 65.45 feet along the arc of a curve to the right having a radius of 50.00 feet and a central angle of 75°00'00'' (chord bearing N.69°53'47''W., 60.88 feet) to a point of compound curvature; thence Northwesterly, 135.08 feet along the arc of a curve to the right having a radius of 375.00 feet and a central angle of 20°38'17'' (chord bearing N.22°04'38''W., 134.35 feet) to a point of reverse curvature; thence Northwesterly, 101.27 feet along the arc of a curve to the left having a radius of 213.00 feet and a central angle of 27°14'30'' (chord bearing N.25°22'45''W., 100.32 feet) to a point of tangency; thence N.39°00'00''W., 80.37 feet to a point of curvature; thence Northerly, 33.73 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 77°18'30'' (chord bearing N.00°20'45''W., 31.23 feet) to a point of reverse curvature; thence Northeasterly, 145.00 feet along the arc of a curve to the left having a radius of 225.00 feet and a central angle of 36°55'24'' (chord bearing N.19°50'48''E., 142.50 feet) to a point of tangency; thence N.01°23'06''E., 151.02 feet to a point of curvature; thence Northeasterly, 352.47 feet along the arc of a curve to the right having a radius of 1065.00 feet and a central angle of 18°57'45'' (chord bearing N.10°51'59''E., 350.86 feet); thence S.67°30'00''E., 136.89 feet; thence N.22°30'00''E., 177.23 feet; thence N.67°30'00''W., 128.77 feet to a point on a curve; thence Northeasterly, 209.18 feet along the arc of a curve to the right having a radius of 1,065.00 feet and a central angle of 11°15'13'' (chord bearing N.35°31'48''E., 208.84 feet) to a point of tangency; thence N.41°09'24''E., 16.95 feet to a point of curvature; thence Northeasterly, 38.65 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 88°34'05'' (chord bearing N.85°26'27''E., 34.91 feet) to a point of reverse curvature; thence Southeasterly, 47.00 feet along the arc of a curve to the left having a radius of 2,376.00 feet and a central angle of 01°08'00'' (chord bearing S.50°50'31''E., 47.00 feet); thence S.57°11'16''E., 258.29 feet to a point on a curve; thence Southeasterly, 752.50 feet along the arc of a curve to the left having a radius of 2,364.00 feet and a central angle of 18°14'17'' (chord bearing S.66°46'05''E., 749.32 feet) to a point of tangency; thence S.75°53'14''E., 1,596.65 feet to a point of curvature; thence Southeasterly, 743.33 feet along the arc of a curve to the right having a radius of 2,436.00 feet and a central angle of 17°29'00'' (chord bearing S.67°08'44''E., 740.44 feet) to a point of tangency; thence S.58°24'14''E., 701.00 feet; thence S.58°59'59''E., 347.56 feet to a point on a curve; thence Southeasterly, 71.35 feet along the arc of a curve to the left having a radius of 3,876.00 feet and a central angle of 01°03'17'' (chord bearing S.64°04'33''E., 71.35 feet) to a point of reverse curvature; thence Southeasterly, 38.89 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 89°07'07'' (chord bearing S.20°02'37''E., 35.08 feet) to a point of tangency; thence S.24°30'56''W., 115.88 feet to a point of curvature; thence Southwesterly, 386.55 feet along the arc of a curve to the left having a radius of 835.00 feet and a central angle of 26°31'28'' (chord bearing S.11°15'12''W., 383.11 feet) to a point of tangency; thence S.02°00'32''E., 245.39 feet to a point of curvature; thence Southwesterly, 472.42 feet along the arc of a curve to the right having a radius of 775.00 feet and a central angle of 34°55'34'' (chord bearing S.15°27'15''W., 465.14 feet) to a point of tangency; thence S.32°55'02''W., 142.05 feet to a point of curvature; thence Southwesterly, 646.30 feet along the arc of a curve to the right having a radius of 620.00 feet and a central angle of 59°43'35'' (chord bearing S.62°46'50''W., 617.44 feet); thence S.00°19'58''W., 138.78 feet to a point of curvature; thence Southwesterly, 157.08 feet along the arc of a curve to the right having a radius of 100.00 feet and a central angle of 90°00'00'' (chord bearing S.45°19'58''W., 141.42 feet) to a point of tangency; thence N.89°40'02''W., 180.00 feet; thence N.00°19'58''E., 120.00 feet; thence N.89°40'02''W., 160.00 feet; thence N.81°36'50''W., 314.00 feet; thence N.75°00'00''W., 360.47 feet; thence S.66°04'00''W., 277.87 feet; thence S.82°16'00''W., 150.05 feet; thence N.89°40'10''W., 403.20 feet; thence S.50°25'00''W., 160.00 feet; thence N.53°57'00''W., 453.47 feet; thence N.00°26'10''W., 179.49 feet; thence N.23°39'35''W., 164.39 feet; thence N.46°53'00''W., 158.86 feet to a point hereinafter referred to as POINT “A”; thence S.43°07'06''W., 79.51 feet to a point of curvature; thence Southwesterly, 114.59 feet along the arc of a curve to the right having a radius of 225.00 feet and a central angle of 29°10'52'' (chord bearing S.57°42'32''W., 113.36 feet) to a point of tangency; thence S.72°17'58''W., 51.48 feet; thence N.17°42'00''W., 137.00 feet; thence N.84°48'46''W., 1,641.93 feet; thence N.16°50'00''W., 450.00 feet; thence S.88°10'00''W., 380.00 feet; thence S.01°50'00''E., 199.47 feet; thence S.42°00'00''W., 174.18 feet; thence S.85°06'00''W., 761.45 feet; thence S.71°43'30''W., 140.00 feet; thence S.58°45'30''W., 160.00 feet; thence S.46°48'50''W., 395.00 feet; thence S.53°17'32''W., 76.72 feet; thence S.71°43'02''W., 140.76 feet; thence N.84°23'22''W., 140.76 feet; thence N.70°32'14''W., 77.71 feet to a point on a curve; thence Northeasterly, 616.83 feet along the arc of a curve to the left having a radius of 1,825.00 feet and a central angle of 19°21'55'' (chord bearing N06°12'57''E., 613.89 feet) to a point of tangency; thence N.03°28'00''W., 584.71 feet to a point of curvature; thence Northeasterly, 39.27 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 90°00'00'' (chord bearing N.41°32'00''E., 35.36 feet) to a point of tangency; thence N.86°32'00''E., 146.52 feet to a point of curvature; thence Northeasterly, 46.67 feet along the arc of a curve to the right having a radius of 500.00 feet and a central angle of 05°20'54'' (chord bearing N.89°12'27''E., 46.66 feet); thence S.04°46'54''W., 292.36 feet; thence S.29°39'08''E., 369.31 feet; thence N.66°00'00''E., 946.62 feet to the POINT OF BEGINNING.

Containing 280.395 acres, more or less, of which 105.091 acres, more or less, lies within the above described TRACT “A.”

ALSO LESS THE FOLLOWING DESCRIBED PARCEL:

WESTCHASE SECTION “233”

PARCEL “1”

DESCRIPTION: A parcel of land lying in Section 8, Township 28 South, Range 17 East, Hillsborough County, Florida, and being more particularly described as follows:

BEGINNING at the Northwest corner of the Southeast 1/4 of said Section 8, run thence along the North boundary of said Southeast 1/4 of Section 8, S.89°29'25''E., 637.18 feet to the Northwest corner of Parcel “A”, as recorded in Official Records Book 7531, Page 1307, Public Records of Hillsborough County, Florida; thence along the Northwesterly boundary of said PARCEL “A,” the following two (2) courses: 1) S.48°35'52''W., 723.55 feet to a point of curvature; 2) Westerly, 57.34 feet along the arc of a curve to the right having a radius of 35.00 feet and a central angle of 93°52'01'' (chord bearing N.84°28'08''W., 51.14 feet) to a point of tangency on the Easterly boundary of COUNTRYWAY BOULEVARD 4th EXTENSION, as recorded in Official Records Book 7531, Page 1307, Public Records of Hillsborough County, Florida; thence along said Easterly boundary the following two (2) courses: 1) N.37°32'07''W., 69.28 feet to a point of curvature; 2) Northwesterly, 20.78 feet along the arc of a curve to the right having a radius of 1,950.00 feet and a central angle of 00°36'38'' (chord bearing N.37°13'48''W., 20.78 feet) to a point on the West boundary of the aforesaid Southeast 1/4 of Section 8; thence along said West boundary, N.01°34'46''E., 407.93 feet to the POINT OF BEGINNING.

Containing 4.087 acres, more or less.

ALSO LESS THE FOLLOWING DESCRIBED PARCEL:

WESTCHASE SECTION “233”

PARCEL “2”

DESCRIPTION: A parcel of land lying in Section 8, Township 28 South, Range 17 East, Hillsborough County, Florida, and being more particularly described as follows:

From the Northwest corner of the Southeast 1/4 of said Section 8, run thence along the North boundary of said Southeast 1/4 of Section 8, the following two (2) courses: 1) S.89°29'25''E., 822.81 feet to the Northeast corner of PARCEL “A,” as recorded in Official Records Book 7531, Page 1307, Public Records of Hillsborough County, Florida, said point also being the POINT OF BEGINNING; 2) continue, S.89°29'25''E., 36.78 feet; thence S.35°19'55''W., 82.76 feet; thence S.12°41'41''W., 62.95 feet; thence S.46°50'08''E., 29.97 feet; thence S.16°03'45''W., 86.19 feet; thence S.30°19'13''W., 87.16 feet; thence S.42°30'19''W., 75.03 feet; thence S.48°24'30''W., 45.44 feet to a point on the Southerly boundary of the 30 foot wide HOUSTON TEXAS GAS AND OIL (Florida Gas Transmission) MAIN EASEMENT, as recorded in Official Records Book 256, Page 175, Public Records of Hillsborough County, Florida; thence along said Southerly boundary, S.86°55'09''W., 309.83 feet to a point on the Southeasterly boundary of the aforesaid PARCEL “A”; thence along said Southeasterly boundary, N.48°35'52''E., 619.87 feet to the POINT OF BEGINNING.

Containing 1.726 acres, more or less.

ALSO LESS THE FOLLOWING DESCRIBED PARCEL:

WESTCHASE ERLICH ROAD PARCEL “A”

DESCRIPTION: A parcel of land lying in Section 8, Township 28 South, Range 17 East, Hillsborough County, Florida, and being more particularly described as follows:

From the Northwest corner of the Southeast 1/4 of said Section 8, run thence along the West boundary of said Southeast 1/4 of Section 8, S.01°34'30''W., 408.14 feet; thence S.37°32'07''E., 89.87 feet to a point of curvature, said point also being the POINT OF BEGINNING; thence Easterly, 57.34 feet along the arc of a curve to the left having a radius of 35.00 feet and a central angle of 93°52'01'' (chord bearing S.84°28'08''E., 51.14 feet) to a point of tangency; thence N.48°35'52''E., 723.55 feet to a point on the North boundary of the aforesaid Southeast 1/4 of Section 8; thence along said North boundary, S.89°29'25''E., 185.63 feet; thence S.48°35'52''W., 874.80 feet to a point of curvature; thence Southerly, 52.62 feet along the arc of a curve to the left having a radius of 35.00 feet and a central angle of 86°07'59'' (chord bearing S.05°31'52''W., 47.80 feet) to a point of cusp; thence N.37°32'07''W., 194.44 feet to the POINT OF BEGINNING.

Containing 2.387 acres, more or less.

TOGETHER WITH THE FOLLOWING DESCRIBED PARCEL:

WESTCHASE SECTION “214”

DESCRIPTION: A parcel of land lying in Section 17, Township 28 South, Range 17 East, Hillsborough County, Florida, and being more particularly described as follows:

From the Southeast corner of said Section 17, run thence along the East boundary of said Section 17, N.01°17'13''E., 2,523.66 feet; thence N.58°50'00''E., 246.36 feet; thence N.31°10'00''W., 408.40 feet; thence N.48°42'00''W., 25.22 feet to a point on a curve, said point also being the POINT OF BEGINNING; thence Southwesterly, 132.81 feet along the arc of a curve to the left having a radius of 373.00 feet and a central angle of 20°24'02'' (chord bearing S.37°52'07''W., 132.11 feet); thence N.68°20'00''W., 139.56 feet to a point on a curve; thence Southerly, 232.65 feet along the arc of said curve to the left having a radius of 512.00 feet and a central angle of 26°02'07'' (chord bearing S.13°01'03''W., 230.66 feet) to a point of tangency; thence SOUTH, 102.00 feet; thence EAST, 15.06 feet to a point of curvature; thence Southeasterly, 4.71 feet along the arc of a curve to the right having a radius of 5.00 feet and a central angle of 54°00'00'' (chord bearing S.63°00'00''E., 4.54 feet) to a point of tangency; thence S.36°00'00''E., 0.76 feet to a point of curvature; thence Southerly, 27.74 feet along the arc of a curve to the right having a radius of 20.00 feet and a central angle of 79°28'32'' (chord bearing S.03°44'16''W., 25.57 feet) to a point of tangency, said point also being the Northerlymost corner of a PERPETUAL ACCESS EASEMENT, as recorded in Official Records Book 9667, Page 27, Public Records of Hillsborough County, Florida, and also being the Northerlymost corner of a PERPETUAL UTILITY EASEMENT, as recorded in Official Record Book 9667, Page 37, Public Records of Hillsborough County, Florida; thence along the Northerly boundaries of said PERPETUAL ACCESS EASEMENT and PERPETUAL UTILITY EASEMENT, S.43°28'32''W., 58.87 feet; thence N.46°31'28''W., 77.65 feet; thence WEST, 81.91 feet; thence N.04°58'00''E., 483.99 feet; thence N.43°54'00''E., 188.14 feet; thence S.48°42'00''E., 334.48 feet to the POINT OF BEGINNING.

Containing 2.954 acres, more or less.

ALTOGETHER CONTAINING 740.818 ACRES, MORE OR LESS.

END OF DESCRIPTION OF FORMER WESTCHASE COMMUNITY DEVELOPMENT DISTRICT

TOGETHER WITH:

DESCRIPTION OF FORMER WESTCHASE EAST COMMUNITY DEVELOPMENT DISTRICT

DESCRIPTION: A parcel of land lying in Sections 15, 16, 17, 20 and 21, Township 28 South, Range 17 East, Hillsborough County, Florida, said parcel being more particularly described as follows:

BEGINNING at the Northeast corner of said Section 21, run thence along the East boundary of said Section 21, S.01°05'14''W., 459.89 feet; thence S.89°14'03''W., 7975.53 feet; thence N.00°01'03''W., 666.06 feet to a point on the South boundary of the aforesaid Section 17; thence along the East boundary of the Southwest 1/4 of said Section 17, N.00°27'11''E., 434.11 feet; thence N.71°29'15''E., 1,575.79 feet; thence S.84°48'46''E., 1,229.47 feet; thence N.60°56'55''E., 1,195.58 feet; thence N.01°29'15''E., 863.45 feet; thence N.88°30'45''W., 246.54 feet; thence N.01°29'15''E., 1,269.71 feet; thence S.77°00'00''E., 2,005.13 feet; thence N.01°17'13''E., 1,121.81 feet; thence WEST, 478.80 feet; thence N.01°29'15''E., 1,009.77 feet to a point on the North boundary of the aforesaid Section 16; thence along said North boundary of Section 16, the following two (2) courses: 1) S.88°30'45''E., 325.16 feet; 2) S.89°35'59''E., 2,644.04 feet to the Northwest corner of the aforesaid Section 15; thence along the North boundary of said Section 15, S.88°48'52''E., 1,322.20 feet to a point on the East boundary of the West 1/2 of the Northwest 1/4 of said Section 15; thence along said East boundary of the West 1/2 of the Northwest 1/4 of Section 15, S.00°46'39''W., 2,650.02 feet; thence along the North boundary of the Southwest 1/4 of said Section 15, S.89°07'44''E., 1,105.25 feet; thence along the West boundary of the East 225.00 feet of the East 1/2 of the Northeast 1/4 of the Southwest 1/4 of said Section 15, S.01°09'09''W., 1,321.32 feet; thence along the South boundary of said Northeast 1/4 of the Southwest 1/4 of Section 15, S.89°04'44''E., 225.00 feet; thence along the East boundary of the Northeast 1/4 of the Southeast 1/4 of said Section 15, N.01°09'09''E., 1,021.51 feet; thence S.89°03'57''E., 798.61 feet; thence N.01°09'09''E., 300.00 feet to a point on the North boundary of said Southeast 1/4 of Section 15; thence along said North boundary of the Southeast 1/4 of Section 15, S.89°03'57''E., 852.89 feet; thence along the East boundary of the West 1/4 of the Northwest 1/4 of said Southeast 1/4 of Section 15, S.00°54'49''W., 928.94 feet; thence along the North boundary of the South 3/10 of the East 1/2 of the West 1/2 of the Northeast 1/4 of said Southeast 1/4 of Section 15, S.88°55'50''E., 331.08 feet; thence along the West boundary of the East 1/2 of said Northeast 1/4 of the Southeast 1/4 of Section 15, N.00°51'58''E., 929.72 feet to a point on the aforesaid North boundary of the Southeast 1/4 of Section 15; thence along said North boundary of the Southeast 1/4 of Section 15, S.89°03'56''E., 578.60 feet; thence along a line lying 82.00 feet West of and parallel with the East boundary of said Section 15, S.00°46'16''W., 1,294.31 feet; thence S.00°13'48''E., 228.95 feet; thence along a line lying 78.00 West of and parallel with said East boundary of Section 15, S.00°46'16''W., 637.03 feet; thence along the North boundary of the South 500.00 feet of the East 1,085.00 feet of said Section 15, N88°40'58''W., 1,007.05 feet; thence along the West boundary of said South 500.00 feet of the East 1085.00 feet of Section 15, S.00°46'16''W., 500.04 feet to a point on the South boundary of said Section 15; thence along said South boundary of Section 15, N.88°40'58''W., 1,575.06 feet; thence along a line lying 25.00 feet East of and parallel with the East boundary of a Tampa Electric Company Easement, as recorded in Official Record Book 1978, Page 95, Public Records of Hillsborough County, Florida, N.01°09'09''E., 1,025.34 feet to a point on the South right-of-way line of Linebaugh Avenue, according to the plat of LINEBAUGH AVENUE 1st EXTENSION, as recorded in Plat Book 70, Page 53, Public Records of Hillsborough County, Florida; thence along said South right-of-way line, S.80°40'00''W., 228.82 feet to a point on the West boundary of the aforesaid Tampa Electric Company Easement; thence along said West boundary of the Tampa Electric Company Easement, S.01°09'09''W., 984.44 feet to a point on the aforesaid South boundary of Section 15; thence along said South boundary of Section 15, N89°02'14''W., 2,426.07 feet to the POINT OF BEGINNING.

Containing 996.759 acres, more or less.

LESS THE FOLLOWING:

DESCRIPTION: A parcel of land lying in Section 16, Township 28 South, Range 17 East, Hillsborough County, Florida, said parcel being more particularly described as follows:

From the Southwest corner of said Section 16, run thence along the West boundary of Section 16, N.01°17'13''E., 846.94 feet; thence S.84°48'46''E., 61.34 feet to the POINT OF BEGINNING; thence N.60°56'55''E., 301.61 feet; thence S.30°00'00''W., 92.16 feet; thence S.46°53'00''E., 230.01 feet; thence N.43°07'00''E., 131.77 feet; thence S.51°10'00''E., 454.77 feet; thence S.71°40'00''E., 196.65 feet; thence N.88°00'00''E., 175.74 feet; thence N.72°00'00''E., 887.86 feet; thence S.34°05'28''E., 48.78 feet to a point of curvature; thence Southeasterly, 313.00 feet along the arc of a curve to the left having a radius of 780.00 feet and a central angle of 22°59'30'' (chord bearing S.45°35'13''E., 310.90 feet) to a point of tangency; thence S.57°04'58''E., 229.48 feet to a point of curvature; thence Southeasterly, 227.73 feet along the arc of a curve to the left having a radius of 680.00 feet and a central angle of 19°11'16'' (chord bearing S.66°40'36''E., 226.66 feet); thence N.40°48'00''E., 719.79 feet; thence N.21°20'00''E., 692.50 feet; thence N.01°42'30''E., 214.46 feet; thence N.37°32'30''W., 214.46 feet; thence N.57°10'00''W., 1,102.47 feet; thence N.77°00'00''W., 1,092.91 feet; thence S.55°00'44''W., 173.49 feet; thence S.07°01'29''W., 448.56 feet; thence N.82°58'30''W., 31.68 feet; thence N.01°29'15''E., 99.93 feet; thence N.88°30'45''W., 246.54 feet; thence N.01°29'15''E., 831.11 feet to a point on the South right-of-way line of Linebaugh Avenue, according to the plat of LINEBAUGH AVENUE 1ST EXTENSION, as recorded in Plat Book 70, Page 53, Public Records of Hillsborough County, Florida; thence along said South right-of-way line, the following six (6) courses: 1) S.75°53'14''E., 1,224.71 feet to a point of curvature; 2) Southeasterly, 743.33 feet along the arc of a curve to the right having a radius of 2,436.00 feet and a central angle of 17°29'00'' (chord bearing S.67°08'44''E., 740.44 feet) to a point of tangency; 3) S.58°24'14''E., 701.00 feet; 4) S.58°59'59''E., 347.56 feet to a point on a curve; 5) Southeasterly, 71.35 feet along the arc of a curve to the left having a radius of 3876.00 feet and a central angle of 01°03'17'' (chord bearing S.64°04'33''E., 71.35 feet) to a point of reverse curvature; 6) Southerly, 38.89 feet along the arc of a curve to the right having a radius of 25.00 feet and a central angle of 89°07'07'' (chord bearing S.20°02'37''E., 35.08 feet) to a point of tangency; thence S.24°30'56''W., 115.88 feet to a point of curvature; thence Southerly, 386.55 feet along the arc of a curve to the left having a radius of 835.00 feet and a central angle of 26°31'28'' (chord bearing S.11°15'12''W., 383.11 feet) to a point of tangency; thence S.02°00'32''E., 245.39 feet to a point of curvature; thence Southerly, 472.42 feet along the arc of a curve to the right having a radius of 775.00 feet and a central angle of 34°55'34'' (chord bearing S.15°27'15''W., 465.14 feet) to a point of tangency; thence S.32°55'02''W., 142.05 feet to a point of curvature; thence Southwesterly, 646.30 feet along the arc of a curve to the right having a radius of 620.00 feet and a central angle of 59°43'35'' (chord bearing S.62°46'50''W., 617.44 feet); thence South 00°19'58''W., 138.78 feet to a point of curvature; thence Southwesterly 157.08 feet along the arc of a curve to the right having a radius of 100.00 feet and a central angle of 90°00'00'' (chord bearing S.45°19'58''W., 141.42 feet); thence N.89°40'03''W., 180.00 feet; thence N.00°19'58''E., 120.00 feet; thence N.89°40'02''W., 160.00 feet; thence N.81°36'50''W., 314.00 feet; thence N.75°00'00''W., 360.47 feet; thence S66°04'00''W., 277.87 feet; thence S.82°16'00''W., 150.05 feet; thence N.89°40'10''W., 403.20 feet; thence S.50°25'00''W., 160.00 feet; thence N.53°57'00''W., 453.47 feet; thence N.00°26'10''W., 179.49 feet; thence N.23°39'35''W., 164.39 feet; thence N.46°53'00''W., 158.86 feet; thence S.43°07'06''W., 79.51 feet to a point of curvature; thence Southwesterly, 114.59 feet along the arc of a curve to the right having a radius of 225.00 feet and a central angle of 29°10'52'' (chord bearing S.57°42'32''W., 113.36 feet) to a point of tangency; thence S.72°17'58''W., 51.48 feet; thence N.17°42'00''W., 137.00 feet to the POINT OF BEGINNING.

Containing 50.521 acres, more or less.

TOGETHER WITH THE FOLLOWING:

TAMPA ELECTRIC COMPANY SUB-STATION PROPERTY

SOUTH OF WESTCHASE

DESCRIPTION: A parcel of land lying in Section 22, Township 28 South, Range 17 East, Hillsborough County, Florida, and being more particularly described as follows:

BEGINNING at the Northwest corner of said Section 22, run thence along the North boundary of said Section 22, S.89°02'14''E., 1929.66 feet; thence S.00°57'46''W., 401.62 feet to a point on the North boundary of a 100 foot wide C.S.X. Transportation Inc. Railroad Right-of-Way; thence along said North boundary, S.89°14'03''W., 1931.54 feet to a point on the West boundary of the aforesaid Section 22; thence along said West boundary, N.01°05'14''E., 459.89 feet to the POINT OF BEGINNING.

Containing 19.087 acres, more or less.

ALSO TOGETHER WITH THE FOLLOWING:

WESTCHASE EAST COMMUNITY DEVELOPMENT DISTRICT ADDITION

CHARLES EMERY THOMAS and BETTY W. THOMAS

O.R. BOOK 4853, PAGE 1036

The North Seven Tenths (N 7/10) of the East Half (E 1/2) of the West Half (W 1/2) of the Northeast Quarter (NE 1/4) of the Southeast Quarter (SE 1/4) of Section Fifteen (15), Township Twenty-eight (28) South, Range Seventeen (17) East, Hillsborough County, Florida; containing 7.055 acres, more or less; together with all other rights, privileges, easements and appurtenances thereunto belonging.

ALTOGETHER containing 972.380 acres, more or less.

END OF DESCRIPTION OF FORMER WESTCHASE EAST COMMUNITY DEVELOPMENT DISTRICT

TOTAL ACREAGE FOR ONE WESTCHASE CDD AFTER MERGER = 1,713.198 AC

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 9-20-11.

Fla. Admin. Code R. 42OOO-1.003 Supervisors of the Surviving District

The following five persons are the members of the Board of Supervisors of the surviving Westchase Community Development District at the time of merger: Mark Ragusa, William Casale, Robert Argus, Joseph Lechman and Keith Heinemann.

History

Rulemaking Authority 190.005, 190.046 FS. Law Implemented 190.004, 190.005, 190.046 FS. History–New 9-20-11.

Division 42SSS Westview South Community Development District

Chapter 42SSS-1 Westview South Community Development District

Fla. Admin. Code R. 42SSS-1.001 Establishment

The Westview South Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-24-22.

Fla. Admin. Code R. 42SSS-1.002 Boundary

The boundaries of the district are those set forth in Exhibit “2” to the Amended Petition to Establish the Westview South Community Development District filed with the Commission on March 14, 2022 (“Amended Petition”), under Commission Case Number CDD-21-005. The Petition to Establish the Westview South Community Development District was filed with the Commission on November 29, 2021 (“Petition”) and revised on January 6, 2022 (“Revised Petition”). The Amended Petition is hereby incorporated by reference, and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-14793 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001. Copies of the Petition and Revised Petition are also available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida 32399-0001.

The total Westview South Community Development District = 1,015.431 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-24-22.

Fla. Admin. Code R. 42SSS-1.003 Supervisors of the District

The following five persons are designated as the initial members of the Board of Supervisors: Heather Isaacs, Nora Schuster, Damon Cascio, Julie Aragona, and Jeff Stalder.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 10-24-22.

Division 42MMM Wiregrass Community Development District

Chapter 42MMM-1 Wiregrass Community Development District

Fla. Admin. Code R. 42MMM-1.001 Establishment

The Wiregrass Community Development District is hereby established.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-24-09.

Fla. Admin. Code R. 42MMM-1.002 Boundary

The boundaries of the district, as amended, are those set forth in Exhibit “4” of the Petition to Amend the Boundary of the Wiregrass Community Development District filed with the Commission on January 29, 2018, under Commission Case number CDD-18-001. The Petition to Amend the Boundary of the Wiregrass Community Development District filed with the Commission on January 29, 2018, under Commission Case number CDD-18-001, is hereby incorporated by reference and available at http://www.flrules.org/Gateway/reference.asp?No=Ref-09824 and copies of which are available by contacting the Clerk of the Florida Land and Water Adjudicatory Commission at Office of the Governor, Room 1802, The Capitol, Tallahassee, Florida, 32399-0001.

The total amended Wiregrass Community Development District area = 1,777.448 acres, more or less.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-24-09, Amended 10-9-18.

Fla. Admin. Code R. 42MMM-1.003 Supervisors

The following five persons are designated as the initial members of the Board of Supervisors: James Don Porter, Tom McDonald Porter, William Hatcher Porter, Joseph Michael Gramling, and David Jay Evans.

History

Rulemaking Authority 190.005 FS. Law Implemented 190.004, 190.005 FS. History–New 6-24-09.