HomeMy WebLinkAbout24-015 i MICHELLE R.MILLER.CLERK OF THE CIRCUIT COURT
SAINT LUCIE COUNTY
FILE# 5337969 05/15/2024 08:56:21 AM
OR BOOK 5149 PAGE 2299-2316 Doc Type:ORDN
RECORDING: $154.50
ORDINANCE 24-015
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF
ST. LUCIE COUNTY, FLORIDA, AMENDING ORDINANCE NO. 22-030
ENACTED BY THE COUNTY ON NOVEMBER 1, 2022 ESTABLISHING
THE SOLAERIS .COMMUNITY DEVELOPMENT DISTRICT, AND
AMENDING ARTICLE XVIII, SECTION 14-361 OF THE CODE OF
ORDINANCES OF ST. LUCIE COUNTY, FLORIDA, IN ORDER TO
EXPAND THE EXTERNAL BOUNDARIES OF THE DISTRICT AND
DESCRIBE THE REVISED EXTERNAL BOUNDARIES OF THE
DISTRICT; PROVIDING FOR SEVERABILITY; AND PROVIDING AN
EFFECTIVE DATE
WHEREAS, the Board of County Commissioners of St. Lucie County, Florida,based-on
the testimony and evidence, including, but not limited to the staff report, has made the following
determinations:
1. On November 1, 2022, the County enacted Ordinance No. 22-030 ("Original
Ordinance") amending Chapter 14 "Community Development'.' of the Code of Ordinances of St.
Lucie County, Florida, to establish the Solaeris Community Development District ("District") as
a community development district pursuant to the Uniform Community Development District
Act of 1980, Chapter 190, Florida Statutes, as amended ("Act"), and other applicable law,
including establishing its external boundaries, among other matters. The District currently
covers approximately 2,174.32 acres of real property located south of C-24 Canal and northwest
of Glades Cut Off Road and is entirely within the unincorporated boundaries of the County.
2. Pursuant to Sections 190.046 and 190.005 of the'Act, the Board of Supervisors of
the District has submitted a petition ("Petition") to the County requesting that the boundaries of
the District be expanded to add approximately 1,060.468 acres of real property to the District.
The Petition further requests that the County amend the Original Ordinance, as amended, to
reflect the revised boundaries of the District.
3. In accordance with Section 190.005(1)(d) and 2(b), Florida Statutes, the Board
held a public hearing on May 7, 2024, after publishing notice of such hearing in the Tribune on
April 9, 2024,April 16, 2024, April 23, 2024 and April 30, 2024, and hereby finds that:
(a) All statements in the Petition are true and correct;
(b) The Petition was submitted and processed in accordance with Sections
190.005 and 190.046(1)(f), Florida Statutes;
(c) Following the proposed amendment of its boundaries, the District will not
be inconsistent with any applicable element or portion of the State of Florida's
comprehensive plan or of the County's comprehensive plan;
1
(d) Following the proposed amendment of the District's boundaries, the
property comprising the District will be of sufficient size, compactness, and contiguity to
be developable as one functional interrelated community;
(e) The District is the best alternative available for delivering community
development services and facilities to the area that will be served by the District;
(f) The community development services and facilities of the District will not
be incompatible with the capacity and uses of existing local and regional community
development services and facilities; and
(g) The area that will be served by the District is amenable to separate special
district government.
4. The County now desires to grant the Petition by amending the Original
Ordinance, as amended, and Article XVIII, Section 14-361 of the Code of Ordinances of the
County, as more fully set forth in this Ordinance.
NOW THEREFORE, BE IT ORDAINED by the Board of County Commissioners of
St. Lucie County, Florida:
PART A. GRANT OF PETITION; AMENDMENT TO ORIGINAL
ORDINANCE, AS AMENDED, TO ESTABLISH NEW EXTERNAL BOUNDARIES OF
THE DISTRICT. The County hereby grants the Petition. Part A of the Original Ordinance, as
amended, is hereby amended to expand the external boundaries of the District by deleting
Exhibit A to the Original Ordinance in its entirety and replacing it with Exhibit A attached to this
Ordinance. Accordingly, Article XVIII, Section 14-361 of the Code of Ordinances of the
County establishing the boundaries of the District is hereby amended so that references therein to
Exhibit "A" shall mean Exhibit A attached to this Ordinance.
PART B. CONFLICTING PROVISIONS. Special acts of the Florida legislature
applicable only to unincorporated areas of St. Lucie County, County ordinances, and County
resolutions, or parts thereof, in conflict with this Ordinance are hereby superseded by this
Ordinance to the extent of such conflict.
PART C. SEVERABILITY. If any portion of this Ordinance is for any reason held
or declared to be unconstitutional, inoperative, or void, such holding shall not affect the
remaining portions of this Ordinance. If this Ordinance or any provision thereof shall be held to
be inapplicable to any person, property, or circumstance, such holding shall not affect its
applicability to any other person, property, or circumstance.
PART D. APPLICABILITY OF ORDINANCE. This Ordinance shall be
applicable throughout St. Lucie County's jurisdiction.
PART E. ADMINISTRATIVE CORRECTION OF SCRIVENER'S ERRORS.
The administrative correction of typographical an/or scrivener's errors in this Ordinance which
do not affect the intent may be authorized by the County Attorney or designee, without the need
of a public hearing, by filing a corrected or recodified copy of same with the Clerk of Courts.
2
PART F. FILING WITH THE DEPARTMENT OF STATE. The Clerk be and
is hereby directed forthwith to send a certified copy of this Ordinance to the Bureau of
Administrative Code and Laws, Department of State, The Capital, Tallahassee, Florida, 32304.
PART G. EFFECTIVE DATE. This ordinance shall take effect upon filing with the
Department of State.
PART H. ADOPTION. After motion and second, the vote on this ordinance was as
follows:
Commissioner Cathy Townsend, Chair AYE
Commissioner Chris Dzadovsky, Vice -Chair AYE
Commissioner Linda Bartz AYE
Commissioner Larry Leet AYE
Commissioner Jamie Fowler AYE
PART I. CODIFICATION. Provisions of this ordinance shall be incorporated in
the Code of Ordinances of St. Lucie County, Florida, and the word "ordinance" may be changed
to "section", "article", or other appropriate word, and the sections of this ordinance may be
renumbered or relettered to accomplish such intention; provided, however, that Parts B through
H shall not be codified.
PASSED AND DULY ADOPTED this 7th day of May 2024.
ATTEST:
Clerk
BOARD OF COUNTY COMMISSIONERS
ST. LUCIE COUNTY, FLORIDA
By:
Chair
APPROVED TO RM AND
CORRITNEISS
County Attorney
3
EXHIBIT A
EXTERNAL BOUNDARIES OF THE DISTRICT
0
LEGAL DESCRIPTION
BEING A PARCEL OF LAND LYING IN SECTIONS 23, 25, 26, 35, 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, AND SECTIONS
1 AND 2, TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 35; THENCE SOUTH 89°33'08" WEST ALONG THE
NORTH LINE OF SAID SECTION 35, A DISTANCE OF 846.24 FEET TO THE POINT OF BEGINNING OF C.D.D, PARCEL;
THENCE CONTINUE SOUTH 89"33'08" WEST ALONG SAID NORTH LINE, A DISTANCE OF 1438.27 FEET TO A POINT ON
THE EAST LINE OF THE WEST HALF (b OF THE SOUTHWEST ONE QUARTER t4) OF THE SOUTHWEST ONE QUARTER (4)
OF THE SOUTHEAST ONE QUARTER (4) OF SAID SECTION 26; THENCE NORTH 00°26'52" WEST ALONG SAID EAST LINE, A
DISTANCE OF 689.50 FEET TO A POINT ON THE NORTH LINE OF THE WEST HALF 6) OF THE SOUTHWEST QUARTER Q)
OF THE SOUTHWEST QUARTER c4i OF THE SOUTHEAST QUARTER 0) OF SAID SECTION 26; THENCE SOUTH 89°50'34"
WEST ALONG SAID NORTH LINE, A DISTANCE OF 328.41 FEET TO A POINT ON THE WEST LINE OF THE EAST HALF 6) OF
SAID SECTION 26; THENCE NORTH 00°09'26" WEST ALONG SAID EAST LINE, A DISTANCE OF 4808.82 FEET TO THE
SOUTH QUARTER CORNER OF SAID SECTION 23; THENCE NORTH 00°08'13" WEST ALONG THE WEST LINE OF THE EAST
HALF (j) OF SAID SECTION 23, A DISTANCE OF 5121.28 FEET TO A POINT ON THE SOUTH RIGHT OF WAY OF THE C-24
CANAL AS DESCRIBED IN DEED BOOK 24.3, PAGE 626 OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA;
THENCE NORTH 89057'08" EAST ALONG SAID SOUTH RIGHT OF WAY, A DISTANCE OF 369.00 FEET; THENCE SOUTH
89058'02" EAST ALONG SAID SOUTH RIGHT OF WAY, A DISTANCE OF 2225.15 FEET TO A POINT ON THE EAST LINE OF
SAID SECTION 23; THENCE SOUTH 00"14'49" EAST ALONG THE EAST LINE OF SAID SECTION 23, A DISTANCE OF 5119.73
FEET TO THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE SOUTH 89°19'00" EAST ALONG THE NORTH LINE OF
SAID SECTION 25, A DISTANCE OF 2616.94 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 25; THENCE
SOUTH 89"17'56" EAST ALONG SAID NORTH LINE OF SECTION 25, A DISTANCE OF 2547.36 FEET TO A POINT ON A LINE
THAT IS 70.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID SECTION 25; THENCE SOUTH 00°00'44"
WEST ALONG SAID PARALLEL LINE, A DISTANCE OF 5284.73 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION
36; THENCE NORTH 88°30'58" EAST ALONG SAID NORTH LINE OF SECTION 36, A DISTANCE OF 70.02 FEET TO THE
NORTHEAST CORNER OF SAID SECTION 36; THENCE SOUTH 00°08'55" EAST ALONG THE EAST LINE OF SAID SECTION
36, A DISTANCE OF 4946.78 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF GLADES CUT OFF
ROAD (SR 709) AS DESCRIBED IN OFFICIAL RECORD BOOK 587, PAGE 1117 OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA; THENCE SOUTH 44'46'11" WEST ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, A DISTANCE
OF 5136.76 FEET; THENCE NORTH 30"26'13" WEST, A DISTANCE OF 517.41 FEET TO THE POINT OF CURVATURE OF A
CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 235.78 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 82°53'13", A DISTANCE OF 341.09 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 60"00'20" WEST, A DISTANCE OF 129.73 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1517.25 FEET AND A CHORD BEARING OF SOUTH 49"37'38"
WEST ; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°15'46", A
DISTANCE OF 245.29 FEET TO A POINT OF TANGENCY; THENCE SOUTH 44°21'58" WEST, A DISTANCE OF 85.47 FEET;
THENCE NORTH 45°5546" WEST, A DISTANCE OF 475.69 FEET; THENCE NORTH 43039'21" EAST, A DISTANCE 828.93 FEET;
THENCE NORTH 45017'15" WEST, A DISTANCE OF 75.74 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 1275.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 30°53'26", A DISTANCE OF 687.40 FEET TO A POINT OF TANGENCY; THENCE NORTH
14°23'50" WEST, A DISTANCE OF 517.44 FEET; THENCE NORTH 68°02'49" WEST, A DISTANCE OF 448.84 FEET; THENCE
NORTH 07014'38" WEST, A DISTANCE OF 51.74 FEET THE POINT OF CURVATURE OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 192,38 FEET AND A CHORD BEARING OF NORTH 12°58'19" WEST; THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 138410" 9", A DISTANCE OF 463.93 FEET
TO THE POINT OF REVERSE CURVE, CONCAVE TO THE NORTHEASTERLY HAVING A RADIUS OF 35.00 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°57'04", A DISTANCE OF 18.91
FEET TO A POINT OF TANGENCY;
IELD BK"j r DRAWN BY. rF.R.S. & ASSOCIATES, INC.
NIA I T.C,MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUTHORVAT10N NO, LB 4241
15-015. G. P. WILLIAMS OF COD PARCEL FOR 2257VISTA PARKWAY, SUITE
SHEET: DATE: OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDA 33411
1 OF 7 05/23/2022 BY: DATE: REVISIONS PHONE (561)478-7178FAX (561)478.7922
D:\FRS-T\Draw\Ginn\Oak Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description\15-015 CDD Parcel Sketch & Legal Desciption_dwg, 5/25/2022 2:29:40 PM, AutoCAD PDF (High Qual
F.R.S. & Associates, Inc, (561) 478-7178
1A
LEGAL DESCRIPTION CONTINUED
THENCE NORTH 51 °06'24" WEST, A DISTANCE OF 150.09 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 390.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 28"27'34", A DISTANCE OF 193.72 FEET TO A POINT OF TANGENCY; THENCE NORTH
79°33'58" WEST, A DISTANCE OF 94.11 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 50.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 54°19'24", A DISTANCE OF 47.41 FEET TO A POINT OF TANGENCY; THENCE NORTH 25°14'34" WEST, A
DISTANCE OF 61.10 FEET; THENCE NORTH 75°37'40" EAST, A DISTANCE OF 11.69 FEET; THENCE NORTH 14°22'20" WEST,
A DISTANCE OF 130.00 FEET; THENCE SOUTH 75°37'40" WEST, A DISTANCE OF 319.37 FEET; THENCE NORTH 04°00'24"
WEST, A DISTANCE OF 252.90 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 1160.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 32-44-13", A DISTANCE OF 662.79 FEET TO A POINT OF TANGENCY; THENCE NORTH 36°44'37" WEST, A DISTANCE OF
297.61 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 340.00 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19°42'10", A DISTANCE OF
116.92 FEET TO A POINT OF TANGENCY; THENCE NORTH 17'02'27" WEST, A DISTANCE OF 130.91 FEET; THENCE NORTH
43-53-27" EAST, A DISTANCE OF 210.42 FEET; THENCE NORTH 54°4744" EAST, A DISTANCE OF 347.26 FEET; THENCE
NORTH 68"57'39" EAST, A DISTANCE OF 422.81 FEET; THENCE NORTH 77°54'32" EAST, 424.50 FEET; THENCE NORTH
61 "13'04" EAST, A DISTANCE OF 51.50 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE, CONCAVE
WESTERLY, HAVING A RADIUS OF 925.00 FEET AND A CHORD BEARING OF NORTH 17°46'18" WEST; THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04°26'5811, A DISTANCE OF 71.83 FEET
TO THE POINT OF TANGENCY; THENCE NORTH 19°59'47" WEST, A DISTANCE OF 389.13 FEET TO THE POINT OF
CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1075.00 FEET; THENCE NORTHERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17"51'42", A DISTANCE OF 335.12 FEET TO THE END POINT OF
SAID CURVE, SAID POINT HAVING A RADIAL BEARING OF NORTH 87'51'55" EAST; THENCE SOUTH 87"51'55" WEST, A
DISTANCE OF 67.80 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 310.00 FEET AND A CHORD BEARING OF NORTH 45°12'39" WEST; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89"34'45", A DISTANCE OF 484.67 FEET TO THE
POINT OF TANGENCY; THENCE SOUTH 89"59'58" WEST, A DISTANCE OF 32.19 FEET; THENCE NORTH 00"24'32" WEST, A
DISTANCE OF 652.43 FEET; THENCE NORTH 77'1949" EAST, A DISTANCE OF 50.12 FEET TO THE POINT OF CURVATURE
OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 471.81 FEET; THENCE NORTHEASTERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30"24'48", A DISTANCE OF 250.44 FEET TO THE POINT OF
TANGENCY; THENCE NORTH 46°55'01" EAST, A DISTANCE OF 266,43 FEET TO THE POINT OF CURVATURE OF A
NON -TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2075.00 FEET AND A CHORD BEARING OF
NORTH 18"37'14" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
12°25'52", A DISTANCE OF 450,20 FEET TO THE POINT OF TANGENCY; THENCE NORTH 24"50'10" EAST, A DISTANCE OF
341.18 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2075.00
FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°53'58", A
DISTANCE OF 105.00 FEET TO THE END POINT OF SAID CURVE, SAID POINT HAVING A RADIAL BEARING OF SOUTH
62"15'53" EAST; THENCE NORTH 46°47'44" WEST, A DISTANCE OF 231.03 FEET TO THE POINT OF CURVATURE OF A
CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 1012.90 FEET; THENCE NORTHWESTERLY ALONG THE ARC
OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43°12'16", A DISTANCE OF 763.79 FEET TO THE POINT OF TANGENCY
AND THE POINT OF BEGINNING OF C.D.D. PARCEL;
CONTAINING 94713412.97 SQUARE FEET (2,174.32 ACRES)± MORE OR LESS,
IELD BK1PG
DRAWN BY
N/A I
T. C. MULLIN
JOB NUMBER
APPROVED BY:
15-015.
G. P. WILLIAMS
SHEET:
DATE:
2 OF 7
06/23/2022
SKETCH AND
LEGAL DESCRIPTION
OF CDD PARCEL FOR
OAK RIDGE RANCHES, LLC
F R.S. & ASSOCIATES, INC.
LAND SURVEYORS AND LAND PLANNERS
CERTIFICATE OF AUTHORIZATION NO. LB 4241
2257 VISTA PARKWAY, SUITE 4
WEST PALM BEACH, FLORIDA 33411
PHONE (561) 478-7178 FAX (561) 478-7922
BY:
DATE:
REVISIONS
O:1FRS-T\DrawZinn\Oa1k Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description\15-015 CDD Parcel Sketch & Legal Description.dwg, 5/25/2022 2:29.40 PM, AutoCAD PDF (High Qual
F.R.S. & Associates, Inc, (561) 478-7178
H
SURVEYOR'S NOTES
1. THE BEARING SHOWN HEREON REFER TO A NORTH LINE OF SECTION 35, TOWNSHIP 36 SOUTH,
RANGE 38 EAST, BEING SOUTH 89°33'08" WEST, STATE PLANE COORDINATE SYSTEM 1983
DATUM WITH 2O11 ADJUSTMENT FOR FLORIDA EAST ZONE, ALL OTHER BEARINGS ARE
RELATIVE THERETO.
2_ THIS IS NOT A BOUNDARY SURVEY
3. THIS DESCRIPTION IS NOT VALID UNLESS ACCOMPANIED BY THE SKETCH ON SHEETS 4 THRU 7,
4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS FIRM FOR RIGHTS -OF -WAY,
EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD THAT MAY AFFECT THE
SUBJECT SITE.
5, BEARING AND DISTANCES SHOWN HEREON ARE GRID, NORTH AMERICAN DATUM OF 1983 / 2011
ADJUSTMENT (NAD 8312011), FLORIDA EAST ZONE, LINEAR UNITS ARE U.S. SURVEY FEET.
LAND SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION
OF THE ACCOMPANYING DESCRIPTION AND COMPLIES WITH THE TECHNICAL STANDARDS SET
FORTH IN CHAPTER 5J-17, F.A.C. BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. NOT VALID UNLESS SEALED WITH
SURVEYOR'S EMBOSSED SEAL AND SIGNATURE,
BY:
F.R.S. AND ASSOCIATES, INC.
Digitally signed by Gary P.
Gary P. Williams Williams
Date: 2022.05.25 14:31:05-04'00'
GARY P. WILLIAMS, P.S.M.
FLORIDA CERTIFICATION No, 4817
FOR THE FIRM
THIS IS NOT A BOUNDARY SURVEY
IELD BK/PG r DRAWN BY F R.S. & ASSOCIATES, INC.
N/A I T.C.MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUTHORIZATION NO, LB 4241
15-015. G. P. WILLIAMS OF CDD PARCEL FOR 2257VISTA PARKWAY, SUITE4
sHEET: DATE: OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDA33411
3 OF 7 05/23/2022 BY: DATE: REVISIONS PHONE(561)478.7178FAX (561)478.7922
D:\FRS-TOrawlGinnlOak Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description\15-015 CDD Parcel Sketch & Legal Description.dwg, 5/25/2022 2:29:41 PM, AutoCAD PDF (High Qual
F.R.S. & Associates, Inc, (561) 478-7178
H
7
I
2
11
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1 �
-SHEET 5 OF 7
o
z
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25 30I
35 I 36 I 31
I I
TOWNSHIP 36 SOUTH I SHEET 6 OF 7 I GRAPHIC SCALE
TOWNSHIP 37 SOUTH I 2t0 0 1250 2500
(SCALE IN FEET)
1" = 2500'
I
-- 2
IELD BK1PG DRAWN BY: F.R.S. & ASSOCIATES, INC.
NIA T. C. MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUIHORVATION NO. LB 4241
15-015. G. P. WILLIAMS OF CDD PARCEL FOR 2257 VISTA PARKWAY, SUITE 4
10
SHEET: DATE: OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDA 33411
4 OF 7 05/23/2022 BY: DATE: REVISIONS PHONE(561)478-7178FAX(561)478.7922
%
D:\FRS-T\DraW,Ginn\Oak Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description\15-015 ODD Parcel Sketch & Legal Description.dvvg, 5/25/2022 2:29:41 PM, AutoCAD PDF (High Quali
F.R.S. & Associates, Inc, (561) 478-7178
A
GRAPHIC SCALE
1500 0 750 1500
(SCALE IN FEET)
1" = 1500'
89'35'04" E 2593.86' +
a - 144.99'
N 89"35'04' E 2593.86'
— — j
S 89.58'02" E
2225.15'
N 69'57'08" E
369.00'
f3
Q
W
EAST LINE SECTION 23 +
N P.
N �
�. w
a
J O
g
z
J
z to
ws�
9
0
Z
S 89,591111 W
a 2603.99'
N
Oe
o
w �;
G Z z
y
SOUTH RIGHT OF WAY OF THE
C-24 CANAL (DB 243, PG 626)
13 18
164.76' �^
I
I �
2
I
I I I
SECTION CORNER TIE
FIND. 4"x 4� CONC. MON. -I FIND. 48x 4" CONC. MON.
2603.99' S 89'19'00" E 2616.94'
P ;R
7$8r1l7'56" E 2547,36'
>o
FND. 3"x 3" CONC. MON. NORTH LINE SECTION 25
%
70.00'
,LEGEND
CDD P RCEL
a
DELTA OF CURVE
R
RADIUS OF CURVE
N
L
= LENGTH OF CURVE
zz
iv
CH BRG = CHORD BEARING
O
CONC
= CONCRETE
v
FIND
= FOUND ;
co
g
MON
= MONUMENT
1=
LLo
N
DB
DEED BOOK c
w
ORB
= OFFICIAL RECORD BOOK o
PG
= PAGE C'
Q�Q
THE Wz OF THE SW a, OF THE
SW d, OF THE SE I, NOT - S 89°50'34" W
INCLUDED 328.41'
331.88' N 00'28'52" W
FIND. 41X 4' CONC. MON. 689 50
"CARTER" S 89'3TW' W
n a 2620.39' b zs i 1438 27'
35 735'-N
A = 43'1218", R =1012.90', L = 763.79' �
FND. IRON PIPE CH. BRG. = N 68'23'52" W
& CAP "GCY" N 46'47'44" W, 231.03'
A = 12'25'52", R = 2075.00'. L = 450.20'
CH. BRG. = N 18*37'14" E
- POINT OF BEGINNING
(BASIS OF BEARINGS)
FIND. IRON ROD AND CAP �
- S 89°33108" W, 846.24' "FRS LB4241"
(NORTH LI SECTION 35) REPLACES NAIL IN TREE STUMP
F . 3'x 3' CONC. MON.
or N 88'3958" E 5137.10' J0
3
POINT OF COMMENCEMENT N 88'30'58" E
NORTHEAST CORNER SECTION 35 70.07 w
TOWNSHIP 36 SOUTH, RANGE 38 EAST
m
- A = 02'53'58", R = 2075.00', L =105.00' c
CH. BRG. = N 26.17'O9" E o
�- N 24'50'10" E, 341.18'
ELD BK1PG DB: RAWN Y IF.R.S. 6 ASSOCIATES, INC.
N/A T. C. MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUTHORIZATION NO. LB 4241
A15-015.F G. P. WILLJAMS OF CDD PARCEL FOR 2257 VISTA PARKWAY, SUfTE 4
SHEET: DATE: OAK RIDGE RANCHES, LLC '�'� WEST PALM BEACH, FLORIDA 33411
5 OF 7 05/23/2022 BY: DATE: REVISIONS PHONE (561) 478-7178 FAX (561) 470922
D:\FRS-T\Dr-aw\Ginn\Oak Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description\16-015 CDD Parcel Sketch & Legal Description.dwg, 6/25/2022 2:29:42 PM, AutoCAD PDF (High Qual
F.R.S. & Associates, Inc, (561) 478-7178
'A
R=1012.90', L = 763.79' S6?°15,
CH. BRG. = N 68*23'S2" W
N 46.4744' W, ZS7.03' A = 02.5358', R = 2075.00', L=105.00'
CH. BRG. = N 26°17'09" E
A=12°2552" R = 2075.00', L = 450N 24'50'10" E, 341.18'
.20'
CH. BRG. = N 18°3714" E 48°55'01" E, 266AT
N 7701919" E A - 30°2448", R = 471.81', L = 250A4'
50.12' CH. BRG. = N 62107'25" E
N 00.24'32" W, 652.43'
S 89°59'58" W, 32.19'
So
ti
S 87'51'S9" W, 67.80'
N751''� r1
A = 89°3445" - - -
R = 310.00', L = 484.6T � Wit
51'42", R=1075.00', L = 335.12' .- - 'v'Z
CH. BRG. - N 45.1739" W CH. BRG. = N 11°03'56" W
N 61°13'04" E, 51.50, N 19.59'47- W, 389.13' c
N 77°54'32" E, 424.50' A = 04°26'58", R = 925.00', L = 71.83'
N 68°5T39" E CH. BRG. = N 1T46'18" W
422.81' N 54°044" E, 347.26'
N 43°5317" E, 210.42' CDD PARCEL
N 17°02'2T' W,130.91'
A = 19°42'10", R = 340.00', L =116.92'
CH. BRG. = N 26'53'32" W
N 36°44'37" W, 297.61'
A = 32°44'13", R=1160.00% L = 662.79', CH. BRG. = N 20°22 31" W
N 04'00'24" W, 252.90' FND 4°x 4" CONC. MON.
"BROKEN" o,
1008.68' % % TOWNSHIP 36 SOUTH 31 v
2 TOWNSHIP 37 SOUTH e
S 75.37'40" W FND 1' IRON PIPE/CAP 421.74'
319.37' "FRS LB 4241`
N 14°22'20" W
130.00'
N 68.02'4V W, a48.84'
FOR LINE DETAILS
N u°23'S0^ w, 517.44' SEE SHEET 6 OF 7
- LEGEND
A = 30°53'26" , R-1275.00', L = 687.40' S 5_c� ygA, A - DELTA OF CURVE
CH. BRG. = N 29°50'33" W �j 9 R = RADIUS OF CURVE
N 45'17'15" W, 75.74' �p �O� �� L = LENGTH OF CURVE
CH BRG = CHORD BEARING
CONC = CONCRETE
N 43-39-21" E, 828.93' FND = FOUND
MON = MONUMENT
DB = DEED BOOK
ORB = OFFICIAL RECORD BOOK
PG = PAGE
N 45°55'46" W, 475.69'
N 30°26'13" W, 517.41' GRAPH.._
~
1000 0 500 1000
/ (SCALE IN FEET)
- - - 1„ = 1000'
IELD BKIPG DRAWN BY: F.R.S. & ASSOCIATES, INC,
N/A T. C. MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER APPROVED BY: LEGAL DESCRIPTION ACERTIFICATE OF AUTHORIZATION NO. LB 4241
15-015. G. P. WILLIAMS OF CDD PARCEL FOR 2257 VISTA PARKWAY, SUITE 4
SHEET: DATE: OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDA33411
6 OF 7 05/23/2022 BY: DATE: REVISIONS PHONE (561)478-7178FAX (561)478-7M
D:1FRS-1\DraMGinn\0ak Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description115-015 CDD Parcel Sketch & Legal DewAption.dwg, 5/25/2022 2:29:42 PM, AutoCAD PDF (High Qual
F.R.S. &Associates, Inc, (561) 478-7178
fi
N 04°00'24" W, 252.90'
e = 32*"'13"
R=1160.00', L = 662.7W
CH. BRG. = N 20°22'31" W
165.31'
S 89°46'47" W 1008.69'
N 75°37'40" E
11.69'
S 75'37'40" W, 319.37'
N 51°06'24" W
N 14°22'20" W, 130.00'
150.09,
N 25°14'34" W, 61.10'
e - 54°19'24"
R = 50.00', L = 47.41' N 79°33'58" W
CH. BRG. = N 52°24'16" W 94.11'
e = 28.27'34", R = 390.00', L = 193.72'
CH. BRG. = N 65.20'11W
e = 30°57'04", R = 35.00', L = 18.91'
CH. BRG. - N 66°34'56" W
e = 13840'19", R=192.38', L = 463.93"
CH. BRG. = N 12'58'19" W
N D7°14'38" W,51.74'
LEGEND
A
= DELTA OF CURVE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
CH BRG
= CHORD BEARING
CONIC
= CONCRETE
FND
= FOUND
MON
= MONUMENT
DB
= DEED BOOK
ORB
= OFFICIAL RECORD BOOK
PG
= PAGE
IELD BKIPGMWILAMS
N/A
JOBNUMBER
15-015.
SHEET: 11 DATE
7 OF 7 05/23/2022
I
I
I
FND 13'X 3' CONC. MON.
TOWNSHIP 36 SOUTH
w \`
TOWNSHIP 37 SOUTH
ro
to
w
In
0
CDD PARCEL
0
rn
=
I--
31'
O
"w
Z
2
'a
GRAPHIC SCALE
500 0 250 500
(SCALE IN FEET)
1" = 500'
N 45-17-15- W,75.74'
N 45°55'46" W, 475.69'
S 44°21'58" W. 85A7'
e = 30°53 26", R=1275.00', L = 68TAW
CH. BRG. = N 29°60'33" W
S 60.00'20" W,129.73'
e = 82°53'13", R = 235.78'
L341.09', CH. BRG. = N 75°3877" W
i
e = 09°15'46" d'��
R=1517.25" y�
L = 245M
CH. BRG. = S 49°37'38" W
yg1
G
SKETCH AND
LEGAL DESCRIPTION
OF CDD PARCEL FOR
REVISIONS OAK RIDGE RANCHES, LLC
F.R.S. & ASSOCIATES, INC.
LAND SURVEYORS AND LAND PLANNERS
CERTIFICATE OF AUTHORIZATION NO. LB 4241
2257 VISTA PARKWAY, SUITE 4
WET PALM BCH, FRI33411
PHONE (561) 478E7 78 FAX (561)478.7922
D:\FRS-'RDrsw\Ginn\Oak Ridge Ranches\LEGALS\CDD Parcel Sketch & Legal Description\15-015 CDD Parcel Sketch & Legal Description.dwg, 5/25/2022 2:29:43 PM, AutoCAD PDF (High Qual
F.R.S. &Assoclates, Inc, (561) 478-7178
A
TOGETHER WITH: L-E(GAL- DESCRIPYION
BEING PARCEL OF LAND LYING IN SECTIONS 35, 36, TOWNSHIP 36 SOUTH, RANGE 38 EAST, AND SECTIONS 1, 2, AND 3
,TOWNSHIP 37 SOUTH, RANGE 38 EAST, ST. LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 35; THENCE SOUTH 89"33'08" WEST ALONG THE
NORTH LINE OF SAID SECTION 35, A DISTANCE OF 846.24 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE
SOUTH 89°33'08" WEST ALONG SAID NORTH LINE OF SECTION 35, A DISTANCE OF 1438.27 FEET TO A POINT ON THE
EAST LINE OF THE WEST HALF (') OF THE SOUTHWEST ONE QUARTER t4) OF THE SOUTHWEST ONE QUARTER (4} OF
THE SOUTHEAST ONE QUARTER (4) OF SAID SECTION 26; THENCE NORTH 00°26'52" WEST ALONG SAID EAST LINE,
689.50 FEET TO A POINT ON THE NORTH LINE OF THE WEST HALF (I) OF THE SOUTHWEST ONE QUARTER (4) OF THE
SOUTHWEST ONE QUARTER (4) OF THE SOUTHEAST ONE QUARTER (4) OF SAID SECTION 26;NORTH ONE QUARTER {4)
CORNER OF SAID SECTION 35; THENCE SOUTH 89°50'34" WEST ALONG SAID NORTH LINE, 328.41 FEET TO A POINT ON
THE EAST LINE OF THE SOUTHWEST ONE QUARTER (4) OF SAID SECTION 26; THENCE SOUTH 00"09'26" EAST ALONG
SAID EAST LINE, 691.17 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 35; THENCE SOUTH 89"29'41" WEST
CONTINUING ALONG SAID NORTH LINE OF SECTION 35, A DISTANCE OF 761,49 FEET; THENCE SOUTH 00'45'57" EAST
DEPARTING SAID NORTH LINE OF SECTION 35, A DISTANCE OF 897.42 FEET; THENCE SOUTH 53°23'19" WEST, A
DISTANCE OF 76.67 FEET; THENCE SOUTH 67°35'29" WEST, A DISTANCE OF 338.81 FEET; THENCE SOUTH 33°38'19"
WEST, A DISTANCE OF 107.30 FEET; THENCE SOUTH 24"07'24" WEST, A DISTANCE OF 363.57 FEET; THENCE SOUTH
01 05T24" WEST, A DISTANCE OF 176.10 FEET; THENCE SOUTH 02052'07" EAST, A DISTANCE OF 601.78 FEET; THENCE
SOUTH 56012'29" WEST, A DISTANCE OF 99.95 FEET; THENCE SOUTH 80°06'08" WEST, A DISTANCE OF 520.93 FEET;
THENCE SOUTH 00"48'40" WEST, A DISTANCE 718.51 FEET; THENCE SOUTH 30'17'48" WEST, A DISTANCE OF 240.01
FEET; THENCE SOUTH 73°20'54" WEST, A DISTANCE OF 344.58 FEET; THENCE NORTH 51'25'39" WEST, A DISTANCE OF
284.84 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 35; THENCE SOUTH 00°3341" EAST ALONG SAID WEST
LINE, A DISTANCE OF 1886.39 TO THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE SOUTH 00°08'05" EAST
ALONG THE WEST LINE OF NORTHWEST ONE QUARTER (4) OF SAID SECTION 2, A DISTANCE OF 2773.08 FEET TO THE
WEST ONE QUARTER (4) OF SAID SECTION 2; THENCE SOUTH 00`04'28" EAST ALONG WEST LINE OF THE SOUTHWEST
ONE QUARTER c4) OF SAID SECTION 2, A DISTANCE OF 1319.82 FEET TO A POINT ON THE NORTH LINE OF THE NORTH
ONE HALF 6) OF THE SOUTH ONE HALF 6) OF THE SOUTHEAST ONE QUARTER (4) OF SAID SECTION 3; THENCE SOUTH
87°59'30" WEST ALONG SAID NORTH LINE, A DISTANCE OF 1326.02 FEET TO A POINT ON THE WEST LINE OF THE NORTH
ONE HALF (') OF THE SOUTH ONE HALF 6) OF THE SOUTHEAST ONE QUARTER (4) OF SAID SECTION 3; THENCE SOUTH
00'10'43" WEST ALONG SAID WEST LINE, A DISTANCE OF 664,75 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH
ONE HALF OF THE SOUTH ONE HALF () OF THE SOUTHEAST ONE QUARTER (4) OF SAID SECTION 3; THENCE NORTH
87'47'15' EAST ALONG SAID SOUTH LINE, A DISTANCE OF 1329.13 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH
ONE HALF 6) OF THE SOUTH ONE HALF 6) OF THE SOUTHWEST ONE QUARTER (4) OF SAID SECTION 2; THENCE NORTH
89059'53" EAST ALONG SAID SOUTH LINE, A DISTANCE 2638.16 FEET TO A POINT ON THE EAST LINE OF THE
SOUTHWEST ONE QUARTER (4) OF SAID SECTION 2; THENCE NORTH 00°08'03" WEST ALONG SAID EAST LINE, A
DISTANCE 659.91 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH ONE HALF (!) OF THE SOUTHEAST ONE
QUARTER (41) OF SAID SECTION 2; THENCE NORTH 89°59'53" EAST ALONG SAID NORTH LINE, A DISTANCE 2538.01 FEET
TO A POINT ON A LINE THAT IS 100.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF THE SOUTHEAST ONE
QUARTER (41) OF SAID SECTION 2; THENCE SOUTH 00°10'14" EAST ALONG SAID PARALLEL LINE, A DISTANCE 803.91 FEET
TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF GLADES CUT OFF ROAD (SR 709), AS RECORDED IN
OFFICIAL RECORD BOOK 587, PAGE 1117 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE NORTH
44°46'11" EAST ALONG SAID NORTHERLY RIGHT OF WAY, A DISTANCE 2272.99 FEET; THENCE NORTH 30"26'13" WEST, A
DISTANCE OF 517.41 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF
235.78 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 82"53'13", A
DISTANCE OF 341.09 FEET TO A POINT OF TANGENCY;
ELD BK DRAWN BY. F R.S. & ASSOCIATES, INC.
N/A T. C. MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
B NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUTHORIZATION NO. LB 4241
15-015. G. R WILLIAMS pW 216/2 ADDED 5 ACRES SEC 26 F REMAINDER PARCEL FOR225TVISTA PARKWAY, SUITF4
SHEET: DATE: OAK RIDGE RANCHES, LLC AC, j WEST PALM BEACH, FLORIDA 33411
1 OF 7 01/28/23 BY: DATE: REVISIONS L j L PHONE (561) 478-7178 FAX (561) 478-70
D:\FRS--RDraw\Ginn\Oak Ridge Ranches\LEGALS\Remainder Parcel Sketch & Legal Description\15-015 Remainder Parcel Sketch & Legal Description.dwg, 12/6/2023 10:02:02 AM, AutoCAD PE
F.R.S. & Associates, Inc, (561) 478-7178
1A
THENCE SOUTH 60"00'20" WEST, A DISTANCE OF 129.73 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 1517.25 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 09"15-46", A DISTANCE OF 245.29 FEET TO A POINT OF TANGENCY; THENCE SOUTH
44°2158" WEST, A DISTANCE OF 85.47 FEET; THENCE NORTH 45°55'46" WEST, A DISTANCE OF 475.69 FEET; THENCE
NORTH 43"39'21" EAST, A DISTANCE 828.93 FEET; THENCE NORTH 45"17'15' WEST, A DISTANCE OF 75.74 FEET TO THE
POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1275.00 FEET; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30'53'26", A DISTANCE OF 687.40
FEET TO A POINT OF TANGENCY; THENCE NORTH 14°23'50" WEST, A DISTANCE OF 517.44 FEET; THENCE NORTH
68"02'49" WEST, A DISTANCE OF 448.84 FEET; THENCE NORTH 07"14'38" WEST, A DISTANCE OF 51.74 FEET TO THE
POINT OF CURVATURE OF A NON -TANGENT CURVE, HAVING A CHORD BEARING OF NORTH 12°5819" WEST, CONCAVE
WESTERLY, HAVING A RADIUS OF 192.38 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 138"1919", A DISTANCE OF 463.93 FEET TO THE POINT OF REVERSE CURVEVATURE, OF A CURVE
CONCAVE TO THE NORTHEASTERLY HAVING A RADIUS OF 35.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF
SAID CURVE THROUGH A CENTRAL ANGLE OF 30°5TO4", A DISTANCE OF 18.91 FEET TO A POINT OF TANGENCY;
THENCE NORTH 51 "06'24" WEST, A DISTANCE OF 150.09 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 390.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 28-27-34", A DISTANCE OF 193.72 FEET TO A POINT OF TANGENCY; THENCE NORTH
79°33'58" WEST, A DISTANCE OF 94.11 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY,
HAVING A RADIUS OF 50.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 54"19'24", A DISTANCE OF 47.41 FEET TO A POINT OF TANGENCY; THENCE NORTH 25"14'34" WEST, A
DISTANCE OF 61.10 FEET; THENCE NORTH 75"37'40" EAST, A DISTANCE OF 11.69 FEET; THENCE NORTH 14"22'20" WEST,
A DISTANCE OF 130.00 FEET; THENCE SOUTH 75'37'40" WEST, A DISTANCE OF 319.37 FEET;THENCE NORTH 04°00'24"
WEST, A DISTANCE OF 252.90 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY, HAVING
A RADIUS OF 1160.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE
OF 32'44'13", A DISTANCE OF 682.79 FEET TO A POINT OF TANGENCY; THENCE NORTH 36°44'37" WEST, A DISTANCE OF
297.61 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 340.00 FEET;
THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19"42-10", A DISTANCE OF
116.92 FEET TO A POINT OF TANGENCY; THENCE NORTH 17°OT2T' WEST, A DISTANCE OF 130.91 FEET; THENCE NORTH
43'53'27" EAST, A DISTANCE OF 210.42 FEET; THENCE NORTH 54"47'44" EAST, A DISTANCE OF 347.26 FEET; THENCE
NORTH 68°57'39" EAST, A DISTANCE OF 422.81 FEET; THENCE NORTH 77°54'32" EAST, 424.50 FEET; THENCE NORTH
61013'04" EAST, A DISTANCE OF 51-50 FEET TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE, HAVING A
CHORD BEARING OF NORTH 17°46'18" WEST, CONCAVE WESTERLY, HAVING A RADIUS OF 925.00 FEET; THENCE
NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04'26'58', A DISTANCE OF 71.83 FEET
TO THE POINT OF TANGENCY; THENCE NORTH 19059'47" WEST, A DISTANCE OF 389.13 FEET TO THE POINT OF
CURVATURE OF A CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1075.00 FEET; THENCE NORTHERLY ALONG THE
ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17'51'42", A DISTANCE OF 335.12 FEET TO A POINT OF
NON -TANGENCY; THENCE SOUTH 67°51'55" WEST, A DISTANCE OF 67.80 FEET TO THE POINT OF CURVATURE OF A
NON -TANGENT CURVE, HAVING A CHORD BEARING OF NORTH 45"12'39" WEST, CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 310.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
89034'45", A DISTANCE OF 484.67 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 89'5958' WEST, A DISTANCE OF
32.19 FEET; THENCE NORTH 00°24'32" WEST, A DISTANCE OF 652.43 FEET; THENCE NORTH 77"19'49" EAST, A DISTANCE
OF 50.12 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE NORTHWESTERLY, HAVING A RADI US OF 471.81
FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30°2448", A
DISTANCE OF 250.44 FEET TO THE POINT OF TANGENCY; THENCE NORTH 46°55'01" EAST, A DISTANCE OF 266.43 FEET
TO THE POINT OF CURVATURE OF A NON -TANGENT CURVE, HAVING A CHORD BEARING OF NORTH 18037'14" WEST,
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2075.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE THROUGH A CENTRAL ANGLE OF 12"25'52", A DISTANCE OF 450.20 FEET TO THE POINT OF TANGENCY;
ELD 70 r DRAWN BY; F.RS. &ASSOCIATES, INC.
N/A T. C. MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
B NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUTHORIZATION NO, LB 4241
15-016.F G. P. WILLIAMS pw 12/6/23 ADDED 5 ACRES SEC 26 OF REMAINDER PARCEL FO 2257 VISTA PARKWAY, SUITE 4
SHEET: DATE: OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDAW11
! OF 7 01/28/23 BY. DATE: REVISIONS - PHONE (561)478-7178FAX (561)478.7922
D:\FRS-T\Draw\Ginn\Oak Ridge Ranches\LEGALS\Remain der Parcel Sketch & Legal Description\15-015 Remainder Parcel Sketch & Legal Description.dwg, 12/6/2023 10:02:03 AM, AutoCAD PC
F.R.S. & Associates, Inc, (561) 478-7178
Ei
Ir R I t, l l` CON'TINUED
THENCE NORTH 24'50'10' EAST, A DISTANCE OF 341.18 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE
SOUTHEASTERLY, HAVING A RADIUS OF 2075.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 02'53'58", A DISTANCE OF 105.00 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH
46°47'44- WEST, A DISTANCE OF 231.03 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 1012.90 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 43°12'16", A DISTANCE OF 763.79 FEET TO THE POINT OF TANGENCY AND THE POINT OF BEGINNING.
CONTAINING 46193982.38 SQUARE FEET (1060.468 ACRES)t MORE OR LESS.
1. THE BEARING SHOWN HEREON REFER TO A NORTH LINE OF SECTION 35, TOWNSHIP 36 SOUTH,
RANGE 38 EAST, BEING SOUTH 89-33-08" WEST, STATE PLANE COORDINATE SYSTEM 1983
DATUM WITH 2O11 ADJUSTMENT FOR FLORIDA EAST ZONE, ALL OTHER BEARINGS ARE
RELATIVE THERETO.
2. THIS IS NOT A BOUNDARY SURVEY
3. THIS DESCRIPTION IS NOT VALID UNLESS ACCOMPANIED BY THE SKETCH ON SHEETS 4 THRU 7.
4. BEARINGS AND DISTANCES SHOWN HEREON ARE GRID, NORTH AMERICAN DATUM OF 19831
2011 ADJUSTMENT (NAVD 83111) , FLORIDA EAST ZONE, LINEAR UNITS ARE U.S. SURVEY FEET.
I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION
OF THE ACCOMPANYING DESCRIPTION AND COMPLIES WITH THE TECHNICAL STANDARDS SET
FORTH IN CHAPTER 5J-17, F.A.C, BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, NOT VALID UNLESS SEALED WITH
SURVEYOR'S EMBOSSED SEAL AND SIGNATURE.
F.R.S. AND ASSOCIATES, INC.
BY:
GARY P. WILLIAMS, P.S.M.
FLORIDA CERTIFICATION No. 4817
FOR THE FIRM
IELD BKIPG
WA
r DRAWN BY;
T. C. MULLIN
SKETCH AND
LEGAL DESCRIPTION
OF REMAINDER PARCEL FOI
OAK RIDGE RANCHES, LLC
38 NUMBER
15-015.F
APPROVED BY:
G. P. WILLIAMS
pw
1216/23
DATE:
ADDED 5 ACRES SEC 26
REVISIONS
SHEET:
3 OF 7
DATE:
01/28/23
BY:
THIS IS NOT A BOUNDARY SURVEY
F.R.S. & ASSOCIATES, INC.
LAND SURVEYORS AND LAND PLANNERS
CERTIFICATE OF AUTHOREATION NO. LB 4241
2257 VISTA PARKWAY, SUITE 4
WEST PALM BEACH, FLOPIDA 33411
,) PHONE (561) 478.7178 FAX (561) 478.7922
D:\FRS-T \Draw\Ginn\Oak Ridge Ranches\LEGALS\Remainder Parcel Sketch & Legal Description\15-015 Remainder Parcel Sketch & Legal Descnplion.dwg, 12i6i2023 10:02:03 AM, AutoCAD PC
F.R.S. & Associates, Inc, (561) 478-7178
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TOWNSHIP 3 OUTH
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0
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GRAPHIC SCALE
2500 0 1250 2500
I
(SCALE IN FEET)
1 " = 2500'
30
31
I
IELD BKIPGr DRAWN BY: F.R.S. & ASSOCIATES, INC.
NIA T. C. MULLIN SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER APPROVED BY: LEGAL DESCRIPTION CERTIFICATE OF AUTHORIZATION NO. LB 4241
15 015. G. P. WILLIAMS PW 2/6/2 ADDED 5 ACRES SEC 26 OF REMAINDER PARCEL FOR2Z57 VISTA PARKWAY, SUITE 4
SHEET: DATE: OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDA 33411
4 OF 7 01/28/23 BY: DATE: REVISIONS PHONE (561)478.7178 FAX (561) 478-7922
D:\FRS-T\Draw\Ginn\Oak Ridge Ranches\LEGALS\Remainder Parcel Sketch & Legal Descnption115-015 Remainder Parcel Sketch & Legal Description.dwg, 12/6/2023 10:02:04 AM, AutoCAD PE
F.R.S. & Associates,Inc,(561)478-7178
A
NORTH
GRAPHIC SCALE
1000 0 500 1000
z
Z
0
A
(SCALE IN FEET)
0 1 " = 1000'
z
M
m
E 1806.39'
OF SECTION 35
S 73'20'54" W, 344.58' —
8 30.1T48" W, 240.01'
N 51'25'39" W, 284.84'
8 80'06'08" W, 520.93'
D
u
z
z
Z
A
N
NN z
W
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r
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n
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A z
z
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a 0 0
x
c
x
S 00'48'40" W, 718.51'
LEGEND
A
= CENTRAL ANGLE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
CH BRG = CHORD BEARING
CONC
= CONCRETE
FIND
= FOUND
MON
= MONUMENT
FIND. IRON PIPE
& CAP "GCY'
n
la rx _
S 56'12'29" W, 99.95'
w
S 02'ST07" E, 601.78'
S 01'57'24" W $
176.10'
S 24'07'24" W
S 33'38'19" W,107.30' 363.57'
S 67'35"29" W, 338.81' S 00'4W5r E
S 53'23*19" W 76.6T 897.42'
co
rm
EAST LINE OF THE
1/4 sec. zs
NORTH QUARTER
a;
CORNER SEC 35�
S 00'09'26' E
FND. 4"X 4" CONC. MON.
i
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NO
A
I.— S 89'59158" W —`
32.19'
S 8r51'55" W, 67.80' -
- A=1r51'42"
R=1075.00', L = 335.12'
N 24'50'10" E, 341IA8'
A = 02'53'58" J
R = 2075.00', L-105.00'
POINT OF COMMENCEMENT
NORTHEAST CORNER SECTION 35
TOWNSHIP 36 SOUTH, RANGE 38 EAST
I
IELD BKIPG
DRAWN BY:
N/A
T. C. MULLIN
SKETCH AND
)B NUMBER
APPROVED BY:
LEGAL DESCRIPTION
15-015.
G. P. WILLIAMS
pw
12/6/23
ADDED 5 ACRES SEC 26
OF REMAINDER PARCEL F01
SHEET:
DATE:
OAK RIDGE RANCHES, LLC
5 OF 7
01/28/23
BY:
DATE:
REVISIONS
D
n
N
L S 89'50'34" W
328AV
y
NORTH LINE OF THEW
OF THE SW„OF THE SW
n, OF THESE' OF SEC. 26
L
z 11
m
N 00'26'52" W 689.50'
EAST LINE OF THE W jOF THE
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11—1
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POINT OF
p
BEGINNING
�+ fD
(BASIS OF BEARINGS)
S 89'33'08" W, 846.24'
(NORTH LINE SECTION 35)
FIND. 3"x 3" CONC. MON.
74
4
FIND. 311 IRON PIPE/CAP
F.R.S. &ASSOCIATES, INC.
LAND SURVEYORS AND LAND PLANNERS
CERTIFICATE OF AUTHORIZATION NO. LB 4241
2257 VISTA PARKWAY, SUITE 4
WEST PALM BEACH, FLORIDA 33411
PHONE (561) 478.7178 FAX (561) 478.7922
D:\FRS-T\Draw\Ginn\Oak Ridge Ranches\LEGALS\Remainder Parcel Sketch & Legal Description\15-015 Remainder Parcel Sketch & Legal Description.dwg, 12/6l2023 10:02:04 AM, AutoCAD PE
F.R.S. & Associates, Inc, (561) 478-7178
A
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I soa°1o'43" m o NORTH
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S 00°04'28" E 1319.82' S 00°08'05" E 2773.08'
j WEST LINE OF THE SW 4, WEST LINE OF THE NW ',,
SEC 2, TWN 37 S, RGE 38 E �\ SEC 2, TWN 37 S, RGE 38 E
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LEGEND 0o•1o'u^ E �^ —
A = CENTRAL ANGLE 803.91 100.00,
R = RADIUS OF CURVE I
AST LINE OF THE SE, OF SEC.
L =LENGTH OF CURVE 2, TWN 37 S, RGE 38 E
CH BRIG= CHORD BEARING 41
CONIC = CONCRETE G T
FND = FOUND �p S!y-Z O O
MON = MONUMENT
r0 G2 Fps F A x x
GRAPHIC SCALE �es6oScyp�� t Z w
1000 0 500 1000 A �O O'$ j �' " v CnO I
c c
09
(SCALE IN FEET) J N 30°26'13" W, 517.41'
1" - 1000,
IELD BKIPGE01/28/D23M
F.R.S. &ASSOCIATES, INC.
N/A SKETCH AND LAND SURVEYORS AND LAND PLANNERS
JOB NUMBER LEGAL DESCRIPTION CERTIFICATE OF AUTHORIZATION NO. LB 4241
15-015. S pw 2/6/2 ADDED 5 ACRES SEC 26 F REMAINDER PARCEL FOR2257 VISTA PARKWAY, SUITE 4
SHEET:DATE OAK RIDGE RANCHES, LLC WEST PALM BEACH, FLORIDA33411
6 OF 7BY: DATE: REVISIONS PHONE (561)478-7178FAX (561)478.7922
IN
D:\FRS-T\Draw\Ginn\Oak Ridge Ranches\LEGALS\Remainder Parcel Sketch & Legal Description\15-015 Remainder Parcel Sketch & Legal Description.dwg, 12/6/2023 10:02:05 AM, AutoCAD PE
F.R.S.& Associates,Inc,(561)478-7178
A
N 04°00'24" W,252,90'
S 75'37'40" W, 319.37' —
N 14°22'20" W, 130.00' —
N 25°1434" W, 61.10' —
A
— A = 32°"'13"
R-1160.00', L = 662.79'
165.31'
S 89°46'47" W 1008.69'
r N 75'3E
11.696w '
N 79'33'58" W�
94.11'
A = 28°27'34", R - 390.00', L = IllN 51°06'24"W 150.09'
A = 30157*04", R = 35.00', L = 18.91 /
A=138.1Oil 9", R in 192.38'. L= 463.93. J
CH. BRG. = N 12'58'19" W
N 0r14'38" W, 51.74'
LEGEND
A
= CENTRAL ANGLE
R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
CH BRG
= CHORD BEARING
CONC
= CONCRETE
FND
= FOUND
MON
= MONUMENT
IELD BKIPG
DRAWN BY:
N/A
T. C. MULLIN
JOB NUMBER
APPROVED BY:
15-015.
G. P. WILLIAMS
SHEET:
DATE:
7 OF 7 k 01/28/23
FND 1" IRON PIPEICAP
"FRS LB 4241"
TOWNSHIP 36 SOUTH
TOWNSHIP 37 SOUTH
�11
of
co 1
� (J
\T
w
0
S
En
7-
Of
V O
Z
a GRAPHIC SCALE
500 0 250 500
as
(SCALE IN FEET)
1 " = 500'
N 45*1715" W,75.74'
N 45'55'46" W, 475.69'
S 44°21'58- W,85AT
A - 30'53'26", R-1275.00
L = 687.40'
S 60'00'20" W, 129.73'
r A - 82°53'13", R = 235.78'
/ L = 341.09'
A = 09'15'46"
R=1517.25"
L = 245.29'
SKETCH AND
LEGAL DESCRIPTION
ADDED 5 ACRES SEC 26 OF REMAINDER PARCEL FOR
REVISIONS OAK RIDGE RANCHES, LLC
F.R.S. & ASSOCIATES, INC.
LAND SURVEYORS AND LAND PLANNERS
CERTIFICATE OF AUTHORIZATION NO. LB 4241
2257 VISTA PARKWAY, SUITE 4
WEST PAL11
PHONE (561) BEACH,478.7178 FAX (561) 478-7922
D:\FRS-T\Draw\Ginn\Oak Ridge Ranches\LEGALS\Remainder Parcel Sketch & Legal Description\15-015 Remainder Parcel Sketch & Legal Description.dwg, 12/6/2023 10:02:05 AM, AutoCAD PE
F.R.S. & Associates, Inc, (561) 478-7178
A
RON DESANTIS
Governor
CORD BYRD
Secretary of State
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270
May 14, 2024
Michelle R. Miller
Clerk & Comptroller
St. Lucie County
2300 Virginia Ave.
Fort Pierce, FL 34982
Dear Michelle Miller,
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of St. Lucie County Ordinance No. 24-015, which was filed in this office on May 13, 2024.
Sincerely,
Matthew Hargreaves
Administrative Code and Register Director
MJH/wlh