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ORDINANCE 14-007 ° ~ # ~ "_'
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AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF ~ ° ~ "' N
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ST. LUCIE COUNTY, FLORIDA, AMENDING ORDINANCE NO. 01-012 0 ~ c =
ENACTED BY THE COUNTY ON AUGUST 21, 2001, ESTABLISHING ~ A A
TRADITION COMMUNITY DEVELOPMENT DISTRICT NO. 3, AS ~ ~ "'
AMENDED BY ORDINANCE NO. 02-012 ENACTED BY THE COUNTY ° j ~
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ON MARCH 26, 2002, AND ORDINANCE NO. 06-035 ENACTED BY THE -~
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COUNTY ON AUGUST 15, 2006, AND AMENDING SECTION 1-6.5-101 ~ ~
OF THE CODE OF ORDINANCES OF ST. LUCIE COUNTY, FLORIDA, A
-IN ORDER TO CONTRACT THE EXTERNAL BOUNDARIES OF THE Z c
DISTRICT AND DESCRIBE THE REVISED EXTERNAL BOUNDARIES o
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 August 21, 2001, the County enacted Ordinance No. 01-012 ("Original
Ordinance") amending Section 1-6.5 "Community Development" of the Code of Ordinances of
St. Lucie County, Florida to establish Tradition Community Development District No. 3
(formerly known as Westchester Community Development District No. 3) ("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. On March 26, 2002, the County
enacted Ordinance No. 02-012 ("Amending Ordinance") amending Section 1-6.5-101
"Community Development" of the Code of Ordinances of St. Lucie County, Florida to revise the
external boundaries of the District. Subsequent to the enactment of the Amending Ordinance, all
of the real property within the boundaries of the District was annexed into the boundaries of the
City of Port St. Lucie, Florida ("City"). On August 15, 2006, the County enacted Ordinance No.
06-035 ("Second Amending Ordinance") amending Section 1-6.5-101 "Community
Development" of the Code of Ordinances of St. Lucie County, Florida, to revise the external
boundaries of the District and change the name of the District. The external boundaries of the
District currently contain approximately 569.202 acres of real property located entirely within
the jurisdictional boundaries of the City.
2. Pursuant to Section 190.046(1) 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 contracted, so that thereafter approximately 560.629 acres of real property will be located
within the external boundaries of boundaries of the District. The Petition further requests that the
County amend the Original Ordinance, as amended, to reflect the revised boundaries of the
District.
3. The County has conducted a public hearing on the Petition in accordance with the
requirements of Section 190.0046(1)(b) and has considered the record of the public hearing and
the factors set forth in Section 190.005(1)(e) of the Act, among other factors, and hereby finds
that:
(a) All statements in the Petition are true and correct;
(b) The land to be excluded from the boundaries of the District, when
aggregated with the boundary changes effected by the Amending Ordinance and the
Second Amending Ordinance, does not exceed a cumulative net total greater than 50
percent of the acres initially located within the boundaries of the District and does not
exceed 500 acres;
(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 City's comprehensive plan;
(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 City has submitted to the County a resolution consenting to the County's
approval of the boundary changes requested in the Petition.
5. The County now desires to grant the Petition by amending the Original
Ordinance, as amended, and Section 1-6.5-101 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 Second Amending Ordinance in its entirety and replacing it with Exhibit A
attached to this Ordinance. Accordingly, Section 1-6.5-101 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
2
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. 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 F. EFFECTIVE DATE. This Ordinance shall take effect upon filing with
the Department of State.
After motion and second, the vote on this ordinance was as follows:
Chair Frannie Hutchinson AYE
Vice-Chair Paula Lewis AYE
Commissioner Chris Dzadovsky AYE
Commissioner Tod Mowery AYE
Commissioner Kim Johnson AYE
PASSED AND DULY ADOPTED this 4th day of February, 2014.
(9-~
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BOARD OF COUNTY COMMISSIONERS
ST. LUCIE COUNTY, FLQRIDA
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Chair
APPROVED AS TO FORM AND
CORRECTNESS
'~, --~ ~~
~~ County Attorney
LEGAL DESCRIPTION
THIS IS NOT A SURVEY
DESCRIPTION: REVISED 09-03-2013 C.D.D. NO. 3 (TRADITION)
A PARCEL OF LAND LYING IN SECTIONS 8, 9, 10, 16 AND 17, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ST. LUgE COUNTY,
FLORIDA AND ALSO BEING ALL OF TRADITION PLAT N0. 2, RECORDED 1N PLAT BOOK 42, PAGES 3, 3A THRU 3D,
TRADITION PLAT No. 3, RECORDED IN PLAT BOOK 43, PAGES 4, 4A AND 4B, TRADITION PLAT No. 4, RECORDED IN PLAT
HOOK 43, PAGES 5 AND 5A, TRADITION PLAT N0. 5, RECORDED IN PLAT BOOK 42, PAGES 4, 4A THRU 41, TRADITION
PLAT NO, 8, RECORDED IN PLAT BOOK 44, PAGES 25 AND 26, TRADITION PLAT NO. 11, RECORDED IN PLAT BOOK 45,
PAGES 22 AND 23, TRADITION PLAT N0. 13, RECORDED tN PLAT BOOK 43, PAGES 20 AND 20A, TRADITION PLAT N0. 16,
RECORDED IN PLAT BOOK 44, PAGES 12, 12A THRU 12J AND TRADITION PLAT N0. 21, RECORDED 1N PLAT BOOK 44,
PAGES 27 THRU 29 AND PORTIONS OF TRADITION PLAT N0. 6, RECORDED IN PLAT BOOK 42, PAGES 5, 5A THRU 5F,
TRADIT]ON PLAT Np. 9, RECORDED IN PLAT BOOK 44, PAGES 2, 2A AND 2B, TRADITION PLAT N0. 12, RECORDED 1N PLAT
BOOK 44, PAGES 3, 3A THTU 3D AND TRADITION PLAT N0. 17, RECORDED 1N PLAT BOOK 43, PAGES 22, 22A THRU 22F,
ALL RECORDED IN THE PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGIN AT THE NORTHEAST CORNER OF COMMUNITY BOULEVARD (TRACT R-3) AS SHOWN ON SAID TRADITION PLAT NO. 6;
THENCE SOUTH 00'14'07" WEST AS A BASIS OF BEARINGS ALONG THE EAST RIGHT-OF-WAY UNE OF SAID COMMUNITY
BOULEVARD, A DISTANCE OF 833.93 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE
SOUTH AND HAVING A RADIUS OF 300.00 FEET (THE RADIUS POINT OF SAID CURVE BEARS SOUTH 11'46'20" WEST FROM
THIS PO)NT}; THENCE WESTERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE DEPARTING SAID EAST
RIGHT-OF-WAY UNE, THRU A CENTRAL ANGLE OF 23'04'26", AN ARC DISTANCE OF 120.81 FEET TO A POINT OF
INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF SAID COMMUNITY BOULEVARD, SAID POINT ALSO BEING THE
WESTERLY LINE OF SAID TRADITION PLAT N0. 6; THENCE CONTINUE SOUTHWESTERLY, SOUTHERLY AND SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE NOW CONCAVE TO THE SOUTHEAST AND SAID WESTERLY LINE, THRU A CENTRAL ANGLE
OF 98'13'05", AN ARC DISTANCE OF 514.27 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A LINE (THE RADIUS
POINT OF SAID CURVE BEARS NORTH 70'28'48" EAST FROM THIS POINT), SAID POINT ALSO BEING THE SOUTHEAST CORNER
OF SAID TRADITION PLAT NO. 11; THENCE SOUTH 89'57'05" WEST ALONG SAID NON RADIAL LINE AND SOUTH UNE OF SAID
TRADITION PLAT NO. 11, DEPARTING SAID WESTERLY LINE, A DISTANCE OF 1328.92 FEET TO A POINT OF CURVATURE 'MTH
A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 1650.00 FEET; THENCE NORTHWESTERLY ALDNG THE
ARC OF SAID CURVE AND SAID SOUTH UNE, THRU A CENTRAL ANGLE OF 11'23'46", AN ARC DISTANCE OF 337.79 FEET 70
THE SOUTHWEST CORNER OF SAID TRADITION PLAT N0. 1f; THENCE CONTINUE ALONG THE ARC OF SAID CURVE DEPARTING
SAID SOUTH UNE, THRU A CENTRAL ANGLE OF 00'22'19", AN ARC DISTANCE OF 10.79 FEET TO A POINT OF REVF7t5E
CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 1500.00 FEET; THENCE
NORTHWESTERLY AND WESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 12'06'05",- AN ARC
DISTANCE OF 316.82 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 89'57'05" WEST ALONG SAID UNE, A
DISTANCE OF 2094.54 FEET TO A POINT QF CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A
RADIUS OF 1530.00 FEET; THENCE WESTERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL
ANGLE OF 17'00'06", AN ARC DISTANCE OF 454.00 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A UNE (THE
RADIUS POINT OF SAID CURVE BEARS SOUTH 17'03'01" EAST FROM THIS POINT}; THENCE NORTH 00'06'55" EAST ALONG
SAID NON RADIAL UNE, A DISTANCE OF 19fi.87 FEET TO THE SOUTHWEST CORNER OF SAID TRADITION PLAT N0. 16;
THENCE TRAVERSING THE BOUNDARY OF SAID TRADITION PLAT N0. 16 BY THE FOLLOWING ELEVEN (11) COURSES;
1. CONTINUE NORTH 00'06'55" EAST, A DISTANCE OF 2489.94 FEET;
2. NORTH 89'44'44° EAST, A DISTANCE OF 51.84 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE
SOUTHWEST AND HAVING A RADIUS OF 1465.00 FEET;
3. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 32'21'05", AN ARC DISTANCE OF 827.19
FEET TO A POINT OF TANGENCY WITH A LINE;
4. SOUTH 57'54'11" EAST ALONG SAID UNE, A DISTANCE OF 361.38 FEET 70 A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 960.00 FEET;
5. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 42 31'23", AN ARC DISTANCE OF 712.48
FEET TO A POINT OF RADIAL INTERSECTION WITH A UNE;
6. NORTH 10'25'34" WEST ALONG SAID RADIAL LINE, A DISTANCE OF 9.23 FEET;
7. NORTH 32'46'15" EAST, A DISTANCE OF 33.95 FEET;
' I SEE SHEETS 6 THROUGH 9 FOR SKETCH Sheet 1 of 9 I I
DESCRIPTION
OF
CDD-3
Flle:
08-242-WA-05 CUL.PEPPER S. TERPENING, INC
DOte: CONSU LTINO ENOiN EE RS' LAND SURVEYORS
9-03-2013 19f0 SUL?R 25th STRF•F.T • FORT PIFRCFi PW R IbA N'181
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LEGAL DESCRIPTION
TH{S {S NOT A SURVEY
8. NORTH 12'20'57" WEST, A DISTANCE OF 104.38 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE
CONCAVE TO THE NORTHWEST AND HAVING A RAD1U5 OF 250.00 FEET (THE RADIUS POINT OF SAID CURVE BEARS NORTH
24'00'38" WEST FROM THIS POINT);
9. NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 40'26'09", AN ARC DISTANCE OF
176.44 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS
OF 250.00 FEET;
10. NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 59'03'56", AN ARC DISTANCE OF
257.72 FEET TO A POINT OF TANGENCY WITH A UNE;
11. NORTH 84'37'09" EAST ALONG SAID LINE, A DISTANCE OF 138.94 FEET;
THENCE NORTH 41'11'03" WEST DEPARTING SAID BOUNDARY, A DISTANCE OF 242.60 FEET; THENCE NORTH 27'38'00" WEST,
A DISTANCE OF 286.71 FEET;THENCE NORTH 09'59'53" WEST, A DISTANCE OF 220.16 FEET; THENCE NORTH 01'35'43"
EAST, A DISTANCE OF 77.02 FEET; THENCE NORTH 06'49'06" WEST, A DISTANCE OF 152.13 FEET; THENCE NORTH
00'45'41" EAST, A DISTANCE OF 132.15 FEET; THENCE NORTH 35'24'00" EAST, A DISTANCE OF 87.48 FEET; THENCE
NORTH 71 44'37" EAST, A DISTANCE OF 34.33 FEET; THENCE SOUTH 80'53'39" EAST, A DISTANCE OF 125.53 FEET;
THENCE SOUTH 59'06'35" EAST, A DISTANCE OF 143.79 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE
CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 2862.48 FEET (THE RADIUS POINT OF SAID CURVE BEARS SOUTH
54'20'17" WEST FROM THIS POINT); THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE
OF 02'47'56", AN ARC DISTANCE OF 139.83 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO
THE SOUTHWEST AND HAVING A RADIUS OF 978.88 FEET (THE RADIUS POINT OF SAID CURVE HAVING A RADIUS OF
2862.48 FEET BEARS 50UTH 57'08'13" WEST FROM THIS POINT AND THE RADIUS POINT OF SAID CURVE HAVING A RADIUS
OF 978.88 FEET BEARS SOUTH 59'36'24" WEST FROM THIS POINT); THENCE SOUTHEASTERLY ALONG THE ARC OF SAID
CURVE HAVING A RADIUS OF 978.88 FEET, THRU A CENTRAL ANGLE OF 10'}5'47", AN ARC DISTANCE OF 175.34 FEET TO
A POINT OF NON RADIAL INTERSECTION WITH A LINE (THE RADIUS POINT OF SAIb CURVE BEARS SOUTH 69'52')1" WEST
FROM THIS POINT); THENCE SOUTH 21'40'18" EAST ALONG SAID NON RADIAL LINE, A DISTANCE OF 37.55 FEET; THENCE
SOUTH 25'56'47" EAST, A DISTANCE OF 44.50 FEET; THENCE SOUTH 30'01'43" EAST, A DISTANCE OF 33.86 FEET; THENCE
SOUTH 33'19'33" EAST, A DISTANCE OF 29.44 FEET; THENCE SOUTH 36'21'17" EAST, A DISTANCE OF 26.71 FEET; THENCE
SOUTH 40'44'37" EAST, A DISTANCE OF 55.53 FEET; THENCE SOUTH 43'38'14" EAST, A DISTANCE OF 22289 FEET TD A
POINT OF NON RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 269.77 FEET (THE
RADIUS POINT OF SAID CURVE BEARS NORTH 57'35'39" EAST FROM THIS POINT); THENCE NORTHWESTERLY, NORTHERLY
AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 55'31'39", AN ARC DISTANCE OF
261.44 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS
OF 727.91 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 15'09'16", AN
ARC DISTANCE OF 192.53 FEET 70 A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND
HAVING A RADIUS OF 1243.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE
OF t0 21'37", AN ARC DISTANCE OF 225.13 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE
SOUTHEAST AND HAVING A RADIUS OF 1155.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A
CENTRAL ANGLE OF 36'16'33", AN ARC DISTANCE OF 730.93 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE
NORTH 64'10'30' EAST ALONG SAID LINE, A DISTANCE OF 527.49 FEET TO A POINT OF NON RADIAL INTERSECTION WITH A
CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 3050.00 FEET (THE RADIUS POINT OF SAID CURVE BEARS
SOUTH 45'27'22" WEST FROM THIS POINT), SAID CURVE ALSO BEING THE EASTERLY RIGHT-OF-WAY LINE OF COMMUNITY
BOULEVARD (TRACT R-2) AS SHOWN ON SAID TRADITION PLAT N0. 12; THENCE TRAVERSING THE BOUNDARY OF SAID
TRADITION PLAT N0. 12 BY THE FOLLOWING TEN (10) COURSES;
1. SOUTHEASTERLY ALDNG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 00'27'22", AN ARC DISTANCE OF 24.28
FEET TO A POINT OF TANGENCY WITH A LINE
2 NORTH 45'00'00' WEST, A DISTANCE OF 534.68 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO 1HE
SOUTHEAST AND HAVING A RADIUS OF 70.00 FEET;
3. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
116'38'21°, AN ARC DISTANCE OF 14250 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE
SOUTH AND HAVING A RADIUS OF 410.00 FEET;
4. EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 35'24'20", AN ARC
DISTANCE OF 253.36 FEET TO A POINT OF TANGENCY WITH A LINE;
5. SOUTH 72'57'19° EAST ALONG SAID LINE, A DISTANCE OF 299.89 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE NORTH AND HAVING A RADIUS OF 420.00 FEET;
6. SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
30'22'14", AN ARC DISTANCE OF 222.63 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE
NORTHWEST AND HAVING A RADIUS OF 2766.70 FEET;
7. NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 20'12'33", AN ARC DISTANCE OF 975.86
FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF
750.00 FEET;
I~SEE SHEETS 6 THROUGH 9 FOR SKETCH Shest 2 of 911
DESCRIPTION
OF
CDD-3
File:
OS-242-WA-05 CULPEPPER & TERPENING, INC
Dote: _ CONSULTING ENGINEERS ~ t.AND SHRVEYORS
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LEGAL DESCRIPT{ON
tHIS IS HOT A SURVEY
B. NORTHEASTERLY ALONG THE AR4C OF SAID CURVE, THRU A CENTRAL ANGLE OF 26'32'27", AN ARC bISTANCE OF
347.42 FEET TO A POINT OF TANGENCY WITH A LINE;
9. NORTH 29'55'27" EAST ALONG SAID LINE, A DISTANCE OF 116.1 B FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 4.00 FEET;
10. NORTHEASTERLY, EASTERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
88'28'37", AN ARC DISTANCE OF 6.18 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE
NORTHEAST ANb HAVING A RADIUS OF 1200.00 FEET, SAID CURVE AL50 BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF
VILLAGE PARKWAY (TRACT R-1) AS SHOWN ON TRADITION PLAT N0. 10, RECORDED IN PLAT BOOK 43, PAGES 19, 19A
THRU 19C, PUBLIC RECORDS OF SAID ST. LUCIE COUNTY, FLORIDA;
THENCE TRAVERSING THE SOUTHERLY AND WESTERLY RIGHT-OF-WAY LINE BY THE FOLLOWING THIRTEEN (13} COURSES;
1. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 10'47'56", AN ARC DISTANCE OF 226.17
FEET TO A pOiNT OF TANGENCY WITH A LINE;
2. SOUTH 72'23'51" EAST ALONG SAID LINE, A DISTANCE OF 736.53 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF fi02.61 FEET;
3. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 67'45'48", AN ARC DISTANCE OF 712.70
FEET TO A POINT OF TANGENCY WITH A LINE;
4. 50UTIi 04'38'03" EAST ALQNG SAID LINE, A DISTANCE OF 346.26 FEET TO A POINT OF CURVATURE MATH A CURVE
CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 1050.00 FEET;
5. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 13'30'09", AN ARC DISTANCE OF 247.44
FEET TO A POINT OF TANGENCY WITH A LINE;
6. SOUTH 18'08'12" EAST ALONG SAID LINE, A DISTANCE OF 627.33 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE WEST AND HAYING A RADIUS OF 58.00 FEET;
7. SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
49'08'12", AN ARC DISTANCE OF 49.74 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE
NORTHEAST AND HAVING A RADIUS OF 130.04 FEET;
8. SOUTHWESTERLY, SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
95'54'38", AN ARC DISTANCE OF 217.61 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE
SOUTHWEST AND HAVING A RADIUS OF 58.00 FEET;
9. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 53'54'58", AN ARC DISTANCE OF 54.58
FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 800.00
FEET;
10. SOUTHERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 10'58'48", AN ARC DISTANCE OF 153.31
FEET TO A POINT OF TANGENCY N7TH A LINE;
11, SOUTH 00'00'52" EAST ALONG SAID LINE, A DISTANCE OF 608.90 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 2D5o.DO FEET;
12. 50U7HEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 13'01'86", AN ARC DISTANCE OF
466.28 FEET TO A POINT OF TANGENCY WITH A LINE;
13. SOUTH 13'02'47" EAST ALONG SAID LINE, A DISTANCE OF 213.79 FEET 70 THE SOUTHWEST CORNER OF SAID VILLAGE
PARKWAY (TRACT R-1) AS SHOWN ON SAID TRADITION PLAT N0. 10, SAID POINT ALSO BEING THE NORTHWEST CORNER OF
VILLAGE PARKWAY (TRACT R-i} AS SHOWN ON SAID TRADITION PLAT NO. 6;
THENCE CONTINUE SOUTH 13'02'47" EAST DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE OF TRADITION PLAT N0. 10,
ALONG THE WESTERLY RIGHT-OF-WAY OF SAID VILLAGE PARKWAY (TRACT R-1) OF TRADITION PLAT N0. 6, A DISTANCE
OF 64.77 FEET TO A POINT OF CUSP WITH A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 4.00 FEET,
SAID CURVE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF STEPHANIE WAY (TRACT PR-1) AS SHOWN ON SAID
TRADITION PLAT N0. 17; THENCE TRAVERSING SAID SOUTHERLY RIGHT-OF-WAY LINE BY THE FOLLOWING THREE (3)
COURSES;
t. NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 76'57'13", AN ARC DISTANCE OF 5.37
FEET TO A POINT OF TANGENCY WITH A LINE;
2. NORTH 90'00'00" WEST ALONG SAID LINE, A DISTANCE OF 1249.56 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 4.00 FEET;
3. 50UTHWE5TERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 90'00'00", AN ARC DISTANCE OF 6.28
FEET TO A POINT OF INTERSECTION WITH THE WEST LINE OF PARCEL "1" AS SHOWN ON SAID TRADITION PLAT NO. 17;
' l SEE SHEETS 6 THROUGH 9 FOR SKETCH Sheet 3 of 9I
~~iPnoN
CDD-3
Fde:
08-242-WA-05 CUL.PEPPER ~ TERPENINC3, INC
Date; GON SULTlNO ENOIN EERS I LAND SURVEYORS
296b tiOf
^7H 25il, ]TRLL•7 • 1 VlT i J • FLORID
l9A
9- D3-2013 .
A S
1
YFIONL 772~6~3537 • FA.\ 77&4A~9~97 • wWw.uwnq.com
I sl s~v I4 AGIFAt nv~~;n • sn: nxr. FuIaIDn 319v~
T9Ch: BKW 1'HOVE?72-ZZIYS]76•IAX T/lift-9197 u+aw.ecc~.rnm
scmforru~e:n+~amu-.~m,;n..~..r„
LEGAL DESCRIPTION
THIS {S NOT A SURVEY
THENCE TRAVER5ING SAID WEST LINE BY THE FOLLOWING TWO (2} COURSES;
1. SOUTH 00'00'00" WEST ALONG SAID UNE, A DISTANCE OF 231.96 FEET TO A POINT OF CURVATURE YVITH A CURVE
CONCAVE TO THE NORTEAS7 AND HAVING A RADIUS OF 4.00 FEET;
2. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 90'00'00", AN ARC DISTANCE OF 6.28
FEET TO A POINT OF CUSP WITH A LINE, SAID LINE ALSO BEING THE NORTHERLY RIGHT-OF-WAY UNE OF MEETING STREET
(TRACT PR-1) AS SHOWN ON SAID TRADITION PLAT N0. 17;
THENCE TRAVERSING SAIp NORTHERLY RIGHT-OF-WAY LINE BY THE FOLLOWING 7W0 (2) COURSES;
1. SOUTH 89'59'59" WEST ALONG SAID LINE, A DISTANCE OF 349.02 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE 50UTHEAST AND HAVING A RADIUS OF 275.00 FEET;
2. SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 18'02'57", AN ARC DISTANCE OF 86.63
FEET TO A P01NT OF RADIAL INTERSECTION WITH A LINE;
THENCE 50U71•I 18'02'57" EAST ALONG SAID RADIAL LINE, DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, A DISTANCE
OF fi0.00 FEET TO THE NORTHEAST CORNER OF PARCEL "A" AS SHOWN ON SAID TRADITION PLAT NO. 17; THENCE
TRAVERSING THE BOUNDARY OF SAID PARCEL "A" BY THE FOLLOWING THIRTEEN (13) COURSES;
1, CONTINUE SOUTH 18'02'57" EAST, A DISTANCE OF 20.00 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE
CONCAVE TO THE 5OUTHEAST AND HAVING A RADIUS OF 195.00 FEET;
2. SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 13'17'3D", AN ARC DISTANCE OF 45.24
FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST ANb HAVING A RADIUS OF
20.00 FEET;
3. SOUTHWESTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 51'37'48", AN ARC
DISTANCE OF 18.02 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND
HAVING A RADIUS OF 183.77 FEET;
4. SOUTHERLY AND SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 49'43'45", AN ARC
DISTANCE OF 159.50 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST AND
HAVING A RADIUS OF 215.00 FEET;
5. SOUTHEASTERLY, SOUTHERLY AND SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
62'11'57°, AN ARC DISTANCE OF 233.40 FEET TO A POINT OF TANGENCY NRTH A UNE;
6. SOUTH 19'29'57" WEST ALONG SAID UNE, A DISTANCE OF 130.44 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE NORTHWEST AND HAVING A RAD)U5 OF 220.00 FEET;
7. SOUTHWESTERLY. WESTERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
9209'00", AN ARC DISTANCE OF 353.83 FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE
SOUTHWEST AND HAVING A RADIUS OF 479.85 FEET;
8. NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 20'45'17", AN ARC DISTANCE OF 173.82
FEET TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF
210.00 FEET;
9. NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
101'15'23", AN ARC DISTANCE OF 371.12 FEET TO A POINT OF TANGENCY WITH A UNE;
10. NORTH 12'09'03" EAST ALONG SAID UNE, A DISTANCE OF 75.28 FEET TO A POINT OF CURVATURE WITH A CURVE
CONCAVE TO THE WEST AND HAVING A RADIUS OF 180.00 FEET;
11. NORTHEASTERLY, NORTHERLY AND NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF
33"47'55", AN ARC DISTANCE OF 106.18 FEET TO A POINT OF REVERSE CURATURE WITH A CURVE CONCAVE TO THE
NORTHEAST AND HAVING A RADIUS OF 220.00 FEET;
12. NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 20'11'09", AN ARC DISTANCE OF 77.51
FEET TO A POINT OF TANGENCY WITH A LINE;
13. NORTH 01'27'44" WEST ALONG SAID UNE, A DISTANCE OF 28.90 FEET TO THE NORTHWEST CORNER OF SAID PARCEL
"A", SAID POINT ALSO LYING ON THE SOUTHERLY RIGHT-OF-WAY UNE OF SAID MEETING STREET;
THENCE TRAVERSING SAID SOUTHERLY RIGHT-OF-WAY UNE BY THE FOLLOWING TWO (2) COURSES;
1. NORTH 90'00'00" WEST DEPARTING SAID BOUNDARY, A DISTANCE OF 150.64 FEET;
2. 50UTH 45'07'04" WEST, A DISTANCE OF 35.44 FEET TO A POINT OF INTERSECTION WITH THE EAST RIGHT-OF--WAY UNE
OF COMMUNITY BOULEVARD (TRACT R-2) AS SHOWN ON SAID TRADITION PLAT N0. 17;
' ~ SEE SHEETS 6 THROUGH 9 FOR SKETCH Sheet 4_ of 9
DESCRIPTION
OF
CDD-3
File:
08-242-WA-05 CULPEPPER & TERPENiNG, INC
Date: _
CONSULTING ENOINEERS~LAND SUgyEYORS
z,ausi7Lrni
mcar
9-03- 2013 n~n
r.aonrP ce,rzcrtcrun3MU1
PIIOV S 77LM1-]537 • F.4T: 77261-9A97 • awv.ct-.ry,.vm,
151 SW PIaC[YB AYL+I~Ul: • STI]AKT, 1•'LUIUDA 31TN
Tech: BKH Pfi0.Yli 77~-121~3376~F.~1)C 77T-4644177 w~w•,a~mR,a„n
SL9LUFFf/Y"Ix\(E~YIFIfAIIUY W.fd on
LEGAL DESCRIPTION
THIS IS NOT A SURVEY
THENCE SOUTH 0014'07" WEST DEPARTING SAID SOUTHERLY RIGHT—OF—WAY LINE, ALONG SAID EASTERLY RIGHT—OF—WAY
LINE, A DISTANCE OF 19.80 FEET TO THE POINT OF BEGINNING.
EXCEPTING FROM THE ABOVE DESCRIBED PARCEL ALL OF PARCEL "A" AS SHOWN ON THE PLAT OF TRADITION PLAT NO.
17, RECORDED IN PLAT BOOK 43, PAGES 22, 22A — 22F, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
CONTAINING 560.629 ACRES OF LAND, MORE OR LESS.
I j SEE SHEETS 6 THROUGH 9 FOR SKETCH Sheet 5 of 911
DESCRIPTION
OF
CDD -3
Ffle' CULPEPPER & TERPENING, INC
08-242—WA-05
Date. CONSULTING ENGINEERS LAND SURVEYORS
M 29a115UUTH 25A Y RuET. Foin PI • CQ, PLORIDA 3+991
n
9-03-2013 PTIONv 7-464-3517. FAX 772.464.9497.
131 SW FI.AGI.ER AVENUS . RIVART. FTIORIDA 74994
!'11UNL n2 -?161776. FAX 71246+9497 �we.ct-cry(aun
Tech: BKH sra7u M'n woa axnra.mu a i%
SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
THIS lS NOT A SURVEY
LEGEND:
R =RADIUS
4 = DELTA
L =LENGTH
N.R. =NON RADIAL
O.S.T.= OPEN SPACE TRACT
P.B. =PLAT BOOK
PGS. =PAGES
P.0.8~ POINT OF BEGINNING
P.O.C~- POINT OF COMMENCMENT II
RAD. =RADIAL
COD =COMMUNITY DEVELOPMENT
DISTRICT TRADITION PLAT N0.
P.B. 43, PGS. 5 & SI
-"
LINE CHART SCALE: 1" = 550' ~~
u D!R c asrANCE
U 589'59 39 349.02 f
12 Si8'02 60 00
LJ •o ' 20 CDD - 3 TRAOIn
4 N12'0805 E 75.2 P.B. 43, PGS. 4, 4A
i5 Nor2 44 w 28.90 560.629 ACRES +~--
LB N90 64 f
L8 scoro o w i9.eo N71'57'03"E 231,52'
R=593.00'
d=18'02'57" ~ -
L=186.81'
UN PLATTED FZJTURE I (w
_ ,6~
L5 =183.77'
D= 49'43' 4~" J
L=159.50
~? Rm180.OD'
r7 L4 33'47'55"
M L=1os.1a
TNAOIApI~r N4 17
\ 6S7J
'
R~27o.po
'
'
'C'---d= IOt
15 2~3
o - =371.17/
a
a R=479.85'
y ts/ 20'4`i 17"
'
L=173.82' R=220.00
92'09'00'
L=353.83'
~ m 7RADITI6N ~. R-4.00
D o~ P.O.B. PUT NO. 3o ~
I o~
~ -
TRAOInON PLAT N --d=9o•oa'1
C7
w ~
~ NORTHEAST CORN132
OF TRADITION PLAT N0.
1
~~ .& 42, P . 3, 3A L=6.28
~ P.B. 42, PGS. 5, 5A-5F ` 2
f z
~ I L2
>= ~ L7 L6 _
z ~ , `
r71
m ~ _ _ _
~ R~220.00'-
m r ~--' ~ A=20'11'D9`
z + L=77.51"
~~
m ~ r
'1 f AanON PLAT N0.
J L ,+~
.B. 42, PGS. 4, 4A-41
~ • \ ~-' ~
D \ ~
~ _
Na
= SECnO
9 E 1/4 SECnON 9
z TRAOmoN
CT1 (TOTAL PLAT No. 11
m r (N.R,) P•e. 45, PGs. zz-z
m 589'57 05 W 1328.92'
= TRADITIO PLAT N0. 19
'r*~ P.B. 4 PGS 32-64"~
~ NY! 1/4 NE 1/4 1.
secs to secnD 1s
J
MATCH LINE
SEE SHEET 8
I•
al
-1 Z N 1
1 aN~
3
NI
z~
o~
Fa
~~
1
R=58.OD'
6=49'08'12"
L=49.74
WAY TRACT PR-9
N18'08'12"W
627.33'
(TOTAL)
R=130.00'
1>_=95'54'38"
iL=217.61'
R=58.Q0'
d=53'54 5
"
$
L=54.58
R=800100'
"
d=10'58 48
sw t/4 La153.31' o
0
sECno 9 se t/4 sECnoN o 0
Sw 7/4 SE 1/4 SECnON 9 CO O
°~ SECnON 9 ~ Cri
i { TRADITION 1
I PLAT NO. 21
P.B. 44, PGS. 27-29
UNPLATTED I R=2050.00'
d=13'01'56"
' ~ L-466.28'
S13'02'47`E
213.79'
----
P~RCV. ~ ArnnaR FCATNO. T3~
R-4.00.
'
" P.B. aJ.20GS, zo ac
"
d=90'00
00
' 513'02'47
E~
l L=6.28 64.77'
~F190'00'00°W-sTE Pwvne vav-1249.5&
I 500'00'00"W
' °~ 1231.96' ~ PMaL
--~` ~
~~f ~ ~-
18=5 S'3 /' 48"
P
L=18.02' ~ d
~~ ti=zts.ao'
a=-62'! 1'57"
L=233.40' °~°
MIN
'
'
"
St 9
29
57
1Y ~
130.44' Pu
_
r
secnoN uNE
rn o
TRAOInON PLAT NO. 17 '6
B. 43, PGS. 22, 22A-22F ~ ~ F
~ -
C4 % TRADITION PARKWAY ~~cnoN uNr_
sECnoN 9
TRACT ft-3 7RADITION P1sT NO. 6~~N 1i
~. _„oNFR,t ~0•» .B. 42, PGS. 5, SA-S~-
G"'_>J•
~~~ P cuRVE RADIUS DELTA LENCn1
C 1 oD 3 34 45.24
C2 U2 57 86,8J
C3 4 20.81
C4 .00 98'{305 514.27
SEE SHEETS 1 THROUGH 5 OF 9 FOR DESCRIPTION
c
Z
v
~~
~g
~~
L=5.37 PIRC4I
PANEL Ft E-1
~.. =~= - ,
(I MOSt E/
7~-I
PMat o /3~ o i`~
atL n ~ Q~~'~ ~~~ 5P
~, ~~Q~S
l ~/~~`"~
UNi'LATTED
1 sw t/4
sECtTON 10
,6
cnoN uNE secnoN 1D
SECTION 15
16
NW t 4 UNPLAT{ED
S£Cl) 15
Sheet 6 of 9
SKETCH OF DESCRIPTION
OF
CDD-3
File:
OS-242-WA-05 CULPEPPER b. TERPENING, INC
Dat@, GONSUlTINO ENGINEERS' LAND SURVEYOgB
'
'
9-03-2013 2960 SOV(
FT 23U, SBHE
1' • FONT P[liRCk F1.OIt1DA l~Pl
rNC>rem.ln{au7. FAx77D1A6.949T..,.w.•i.a,gtr,",
lil 5\G'FL.4C,I.FR AVENUE • STUART,17.0llIDA ].109.1
Tech: BKH FFFUNll772-220J31G•FAX 77b6/.L'1197 gw.~-engcum
„A,EIIFN.~~An„~:~x,M>:V,.la.u
~/
y~
SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
THIS 15 NOT A SURVEY
LEGEND:
R = RAOfUS
P.0.6.= POINT OF OfGINNINO
e ~ DELTA P.o.a= POINT DF N35'24'00"E 80'53'39 "E
L =LENGTH
N.R. ~ NON RADIA RAD. COMMENCEMENT
LCDD =RADIAL
48'
87
125.53'
R=28612 4~'
P.B. ~ PUT BOOK
PGS.,~ PAGES COMMUNRY
DE~FIOPMENT .
N00'45'41"E-~ ric.
~L ~.t~ =2'47 56
L=139.83'
DisTxlcT 132.15' ~ ~arya1pY
s
~ R=978t88~~
-
'
ND6'49'06"W ~ ~ y
~t
~ ~~
~
~
k 15 47
10
L=175.3 '
LI CART i 152.13' 4
,y
w ~~9'S~ta' ~?•
~ I
UNE
u DIRECnON
s2t'aote E D15TAN
37.55 7
~
NOl'35'43"E P
~ rri ~~R• .
~ e
525'56 4 4
v
77.02'
~
/`
L3 53orot 43 E x3,86 ~
~
L4 53
33 E 29,44 N ND9'59'53" ~ "
~
5 6'21 ' ro
~, ~g~
i~t
SCALE: 1" = 550' L 5 '443
' 55.53 220.16 ~ ~ (N .K.) ~'
v 558
0635 E 1 3 9 '
"
' ' '
"
N27
38
00
W S43
3 E
8
14
1/4
S SECTON UNE NW 1/
ECTION 9 SECTIONN 4
9 N
SE E 1/4 286,71'
CTI N 9 Z 222 .89'
r
s 1 a S f i s R-25 0 00' ~~
SEC'il 9 SECTI 9 - N ~
,__,4` UNPIATTED 59'03'56' a, o
3'44 44"E ~ TR~Aailau ~r~=257.72' °- ~ ~TURE
~-
rn
of
a
N
t,1
In
~A
0
0
0
z
51.84' ~\,~j~LAT No, t5 ( .R.)
N7 2'20'57°V~
R=1465.00 3s 4 j~, 104.38'
X32'21'05' ~.TB. F ~
L=827.19' N32'46'15"E
33.95'
R=960.OD'
L~42'31'23" _~~'
L=712.48' N10'25'3
9.23'
3
TRADITION
PLAT N0. 16
P.B. it, PGS. i2,
t2A-12J
W CDD-3
0 560.629 ACRES +/
° r s.w: coRNES of
~ ~ADInoN PLAT No. is
~o I
TRADITION
PLAT wo. 30
'
1 1:
Ir
REC TRACT N84'37'O9"E
-~TFAD1710N
,~LAT N0. 16 138.94'
Mq TCN
~Se~ stie ClNE
\ R, J24 SET 8
d ~?2S 3>~ co
~3'
1'~S?27 91 • w
C` ~ 2 s3 •• uNPLATTEO N
~R=269.77' w
X55'31'39" f W
L=261.44'
V SECTION UNE SECTEON 9 ~
UNPLATTED Q
f
.\
~ \
/~
ADInON PLAT N0.
.B. 42, PGS, 4, iA-
,
I
: /
c0
~f
a
• ^ 1
~'
~ ~ R=1650.00'
R=1500.00' (
••~'
A=-11'23'46"
'
'
" ~J
S89'57'05"W i
N .
~_
X12
06
05
82' L=337.79 w
L=316
2541.72' a s . ~
--- _ ~SECnO B- -- FUTURE TRADITION
SECTION 9- PLAT N0
23 - - - TRADITION PLAT N0. 1 ~
sECnoN t7 n .
secnoN to s.w. coRNER
' .B. 45, PGS. 22-
{TOTAL) ~
SECnO SECTION t8 TRADITION PLAT NO. 11 R=1650.00
UNPLATTED TRADITON PLAT NO. t9 4-=DD'22'19"
' 1328.92'
P, B. 47, POs. 32-a4 ~ L=14.79
UNPLATTED
I I SEE SHEETS i THROUGH 5 OF 9 FOR QESCR(PTION Sheet 7 of 9I I
SKETCH OF DESCRIPTION
OF
CDD-3
Ffle:
08-242-WA-05 CULPEPPER ~ TERPENING, 1NC
Odte: CONSULTING ENGINEERS~LAHD SURVEYORS
37805UCrit[25
A 5
RAC
R'
'
9-03-2013 t
L
•FO
tP C~,fl.DAUlA74781
1
rllore ns-~vt-7sa~• ~nx rn.1c1.7477. ~v,.r..~om
151 SlG FLAGCfiR AYANIR{ . STfi.1AT, i~InRIDA 74771
Tech: BKH vuo.lltnia2u777s.nu:rt2-ass-stn o,.wrr<ngo.o
:Y~,«.~,.>x~~><><,,~IKn~.I~~
SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
'MIS IS NOT A SURVEY
SCALE: 1" = SSO'
~ r-SECTION LINE
~ _
'~~ 9
Q~gY UNPLATTED
c`~~9~' R=410 00'
`~,~ 4 cti=-35'24'20"
uNPU7rEO 9~J2 L=253,36'
R-70.00' \
a=-116'38'21 "
L=142.50'
FUTURE `~R` i
TRADITION ~
PLAT N0. t5 Fr
TRAanoN
PLAT ND. iB
L~ P.R. 44, PGS. 30-44
)
~
1/4 SECTON LINF. SECTICYJ 4 \~
a w
~`
9
0 o UNPLATTED q
\~~
w
a
FUTURE 9
R=4.00'
~ TRADITION x$$'2$'37"
PLAT NO. 28 L-6.18'
`~ F
N29'55'27"E \ ~`
ON 4 116.18'
SECTION 4 SECTON UNE ~ _ _
oN s secnoN s R=750.00'
z
~ ~
~ TRADITION
PLAT No. t2
B
44
P ~-26'32'27"
L=347.4
.
.
,
PGS. 3, 3A-J
\ ~ 2
~° ~`,~,
z z X4
2
2
¢
6 Lt
2
30
3
2
~~2 ,
~ R=2
q
29g o, -- -~~ fl=20'1
`~R 3~~~
614 ~l~
uNPIATTED N g2~~~~v~'
R=1155.00'
36'15' 33"
L=730.93'
R=124 00' UNPLATT
-10'21 37"
L=225.13' FUTURE
TRADITION
PLAT N0, 30
Mq TC~..
TOTAL ~~~ ~f LINE
L=975.8
,i-t/4 SECTION UNE SECTION 9 ~ `\ \
R=3050.OQ' FUTURE /
X0'27'22' TRADITION ~ ~
L=24.28' PLAT NO. ~ /
j CD
\ti 560.629
LOT t
T PARK A
Tppcr rn-~
TRAanoN
PLAT NO. 7
P.B. 44, PGS. 7-7A
=y AD1710N PLAT N0. t TRADITION ~ nincT~PR-a
1n P.B. 44, PGS. 3, 3A- PLAT N0. 8
'S+C~ P.B. 44, PCS. 25--28 ~
.{ C WAY
TRACT PR-9
~((_ )) er ~~ I MATCH LIN ~~ - -~ - - -
f~--72741' 7w W '~ ~ :- "" ~` ~ ~ ~ 5EE SHEET -
'd=15'09 16° Z_ n Z !D ` I ` I~~ . ~ - ^
L=192.53' TRA TIDN PLAT No. s
.J H (J F- UNPLATTED ! I ~ =TRAD{IION PLAT NO. --
`", t') , ! I 1 d{t ~~ A do 5 ~~ .B. 44, PGS. 2. 2A k
UNPLATTED = ~ I Z (=/t ~ T11E `t 2B
1-" W f'-' W LEGEND
Q
w
Q ~ R =RADIUS P.0.8.= POINT OF BEGINNING
u
i D =DELTA P.O.C.= POINT OF COMMENCEMENT
~ ~ i =LENGTH RAD. += RADIAL
N.R. =NON RADIAL COD =COMMUNITY DEVELOPMENT DISTRICT
P.e. m PLAT BOOK
PGS.= PAGES
SEE SHEETS t THROt1GH 5 OF 9 FOR DESCRIP110N
Sheet 8 of 9
SKETCH OF DESCRIPTION
OF
CDD-3
E118'
08-242-WA-05 CULPEPPER ~k TEF2PENING, !NC
~Ote: CONSULTING ENGINEERS ' LAND SURVEYORS
"
'
9-03-2013 I7RO SOi,
TH 2ML S
CRF.Ef. FUAT PIFRCF., Ff.ORIDA 3d7N1
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SEE SHEET 6
SEE SHEETS 1 THROUGH 5 OF 9 FOR DESCRlPT{ON Sheet 9 of 9I I
SKETCH OF DESCRIPTION
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08-242--WA-05 CUL.PEPPER Fk TERPENING, INC
Dote' GONSULTINO ENOIHEERS ~ LANb SURV EVORS
9- 03- 2013 29&1 SOUTH 251, STREET. I~UR7 PTtL(CG FL(MIDA 3~9N1
PHUNfi 772-4G~-3537. L _iX 7)2 A6{-9~ffi • uv~ea~.nb enm
,St 5W PLA(:LLE AYLI-UG • STUART, FL(7R[OA 3/79a
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FLORIDA DEPARTMENT 0 f S_
~.~.,......--v..~..
RICK SCOTT
Governor
February 27, 2014
Honorable Joseph E. Smith
Clerk of the Circuit Court
St. Lucie County
2300 Virginia Avenue
Fort Pierce, Florida 34982
Attention: Ms. Stephanie Bush
Dear Mr. Smith:
KEN DETZNER
Secretary of State
Pursuant to the provisions of Section 125.66, Florida Statutes, this will acknowledge receipt of your
electronic copy of St. Lucie County Ordinance No. 14-007, which was filed in this office on February 27,
2014.
Sincerely,
Liz Cloud
Program Administrator
LC/elr
R. A. Gray Building • 500 South Bronough Street • Tallahassee, Florida 32399-0250
Telephone: (850) 245-6270 • Facsimile: (850) 488-9879
www.dos.state.tl.us