HomeMy WebLinkAbout05-096
RESOLUTION NO. 05-096
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
ST. LUCIE COUNTY, FLORIDA, DECLARING THE ACQUISITION OF
REAL PROPERTY KNOWN AS PARCELS 126 AND 826 TO BE
NECESSARY FOR PUBLIC USE AND FOR THE COUNTY PURPOSE
OF PROVIDING AND IMPROVING ROADS AND RELATED FACILITIES
WITHIN THE COUNTY; AUTHORIZING THE ACQUISITION OF SAID
PROPERTY BY DONATION, PURCHASE OR EMINENT DOMAIN; AND,
PROVIDING AN EFFECTIVE DATE.
WHEREAS, the County is responsible for providing and improving arterial roads
and related facilities for the safe and convenient transport of people and goods within
and through the County; and,
WHEREAS, the County has been delegated the power of eminent domain by
Sections 74.011,125.01(1) and 127.01(1) of the Florida Statutes to acquire right-of-way
for and to construct, operate, maintain and improve arterial roads and related facilities
within the County; and,
WHEREAS, the Board of County Commissioners of S1. Lucie County, Florida,
hereby determines that the County's acquisition of the estates and properties described
in the attached Exhibits as Parcels 126 and 826 is necessary for the public and County
purpose of improving Lennard Road for the safe and convenient transport of people and
goods within and through the County, and for the general welfare of the County and its
inhabitants; and,
WHEREAS, the Board of County Commissioners of S1. Lucie County, Florida,
desires to authorize and approve the County's acquisition of the estates in Parcels 126
and 826 set forth in the attached Exhibits, by donation, purchase or eminent domain;
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, THAT:
Section 1: The above recitals are true, correct, ratified and hereby adopted by this
reference.
Section 2: The Board of County Commissioners of S1. Lucie County, Florida, hereby
authorizes the acquisition of the estates in Parcels 126 and 826 set forth
in the attached Exhibits by donation, purchase or eminent domain.
Section 3: The County Attorney is authorized and directed to employ one or more
real estate appraisers and such other experts as he determines to be
appropriate to secure at least one current appraisal of value of the
property described above for the purpose of acquiring said property.
Section 4: The County Attorney is hereby authorized and directed to proceed to take
all necessary steps for S1. Lucie County to acquire in its own name by
donation, purchase or eminent domain proceedings, the estates in the real
property described above and to prepare in the name of S1. Lucie County
all papers, pleadings and other instruments required for that purpose and
to prosecute all eminent domain proceedings to judgment pursuant to
Chapter 74, Florida Statutes.
Section 5: The County Attorney and County Administrator are hereby authorized and
directed to take such further actions as are reasonably required to fully
accomplish the purposes herein directed.
Section 6: This resolution shall take effect immediately upon passage.
AFTER MOTION AND SECOND THE VOTE ON THIS RESOLUTION WAS AS FOllOWS:
Chairman Frannie Hutchinson
AYE
Vice Chairman Doug Coward
AYE
Commissioner Paula A. Lewis
AYE
Commission Joseph E. Smith
ABSENT
Commissioner Chris Craft
ABSENT
PASSED AND DULY ADOPTED this 22nd day of March, 2005.
ATTEST:
, BOARD OF COUNTY COMMISSIONERS
'\ c.~T. L~CIE 9f->UNTY, FLORI9A/
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LEGAL DESCRIPTION
EXHIBIT "A"
LEGAL DESCRIPTION
That port of Lot 7, Block 2, plot of ST. LUCIE GARDENS, os recorded in Plot Book 1, Poge 35 of the Public
Records of St. Lucie County, Florida l)1ng within the foHowing described parcel:
A parcel of land lying in the East 1/2 of Section 22, Section 23, the West 1/2 of Section 14 ond the Eost 1/2 of
Section 15 011 of Township 36 South, Ronge 40 East, St. Lucie County, Florida ond lying 65 feet each side of the
following described centerline for Lennard Road:
Begin at 0 point 25 feet south of the North iine of the Southeast].; of said Section 23 with the intersection of
the East iine of Lot 7, Block 4 of said plot of St. Lucie Gardens and 0 point on said centerline for Lennard Rood
at centerline station 316+73.23; thence N89'59'21"W, parallel with soid North iine 0 distonce of 665.29 feet to
centerline station 323+38.52 and on intersection with the West iine of the Southeast].; of said Section 23 ond the
centerline of Silver Oak Drive 0 100 foot wide right-of-way; thence continue N89'59'21"W, parallel with said North
line of said Section 23, 0 distance of 1518.63 feet to centerline station 338+57.15 and 0 point of curvature of 0
curve concave to the Northeast having a radius of 1065.00 feet and a central angle of 47-15'17", thence
Northwesterly along the arc of said curve 0 distance of 878.36 feet to 0 point at centerline station 347+35.50 and
o point hereafter referred to os point "A", 0 chord bearing to soid point beors N66'21'42"W, with 0 chord distance
of 853.67 feet; thence continue along said curve concave to the Northeast having a radius of 1065.00 feet and a
central angle of 42'28'58", thence Northwesterly along the orc of said curve 0 distance of 789.66 feet to
centerline station 355+25.16 ond 0 point lying 65.00 feet East of the West line of the Northwest].; of said Section
23 ond 0 point of tangency, 0 chord bearing to said point bears N21'29'35"W, with 0 chord distonce of 771.70
feet; thence NOO'15'06"W, parallel with said West line 0 distance of 1618.06 feet to centerline station 371+43.22
and on intersection with the South line of the Southwest 1/4 of said Section 14; thence Noo'07'46"W, 0 distance
of 237.69 feet to centerline station 373+80.91 ond 0 point of curvature of 0 curve concave to the Southwest
having 0 radius of 7000.00 feet and 0 central angle of 07'48'51", thence Northwesterly along the arc of soid curve
o distance of 954.68 feet to a point of reverse curvature at centerline station 383+35.59 and a point Iy;ng on the
Eost line of the Southeast].; of said Section 15, 0 chord bearing to said point beors N04'02'12"W, with 0 chord
distance of 953.94 feet; Thence along reverse curve, concave to the Northeast having a radius of 7000.00 feet and
o central angel of 07-48'51-, thence Northerly along the arc of said curve 0 distance of 954.68 feet to centerline
station 392+90.27 and 0 point of tongency and 0 point lying 65.00 feet West of the West line of said Section 15,
o chord bearing to said point bears N04'02'12"W, with 0 chord distance of 953.94 feet; thence NOO'07'46"W
porallel with said East line of soid Section 15, 0 distance of 497.12 feet to centerline station 397+87.39 and 0
point on the North line of said Southeost ].; of soid Section 15; thence NOO'06'24"W, 0 distonce of 200.16 feet to
centerline station 399+87.55 and a point of curvature of a curve concave to the Southwest having a radius of
1065.00 feet ond 0 centrai angle of 45'30'16", thence Northwesterly along the arc of said curve 0 distance of
845.82 feet to centerline station 408+33.37 and '0 point of tangency, 0 chord bearing to said point beors
N22'51'31"W, with 0 chord distance of 823.77 feet; thence N45'36'39"W, 0 distonce of 508.67 feet to centerline
station 413+42.04 and 0 point lying on the North line of the South ~ of the Northeast ~ of said Section 15 ond
the point of terminus, said lands lying 65.00 feet each side of the above described center line also terminate at
said North iine of the South ~ of the Northeast ].; of soid Section 15.
TOGElHER WilH:
A porcel of land lying in the West J2 of said Section 23 and the East ~ of said Section 22 and lying 65 feet each
side of the following described centerline for Prima Vista Extension:
Begin at the above said point -A- being a centerline intersection for Lennard Rood and Prima Vista Extension at
centerline equation station 48+3S.38 for the centerline for Prima Vista Extension; thence S47-1S'S6wW along said
centerline a distance of 224.52 feet to centerline station 46+10.86 and a point of curvature of a curve concave to
the Southeast having a radius of 750.00 feet and a central angle of 23"35'18-, thence Southwesterly along the arc
of said curve a distance of 308.77 feet to centerline station 43+02.09 and 0 point lying on the West tine of said
Section 23, a chord bearing to said point bears S35"2S'17-W with a chord distance of 306.59 feet, thence continue
along said curve concave to the Southeast having a radius of 750.00 feet and a central angle of 21-21'55-, thence
Southwesterly along the arc of said curve 0 distance of 279.67 feet to centerline station 40+22.42 and 0 point of
reverse curvature of a curve concave to the Northwest having a radius of 750.00 feet and a central angle of
59'45'40", thence Southwesterly aiong the arc of said curve 0 distance of 782.27 feet to centerline station
32+40.15 ond the end of the described centerline 0 chord bearing to said point beors S35'28'17"W, with 0 chord
distance of 306.59 feet. All lands lying 65.00 feet eoch side of the above-described centerline terminote at the
West line of s ction 23.
Sheet 1 of 2
SKETCH OF DESCRIPTION
OF
PARCEL "'26"
File: 0084HC.dwg
Dote: 3/01/02
(iLCULPEPPER /I<
-U=TERPENING.lNc.
CONSULTING ENGINEERS
&
LAND SURVEYORS
2980 SOU1H 25th STRŒT
FORT ptERŒ, FlORIDA 3-4981
(581) "'+-35.37
Prepared For
ST. LUCIE COUNTY, FLORIDA
Tech: ERM
SKETCH TO ACCOMPANY
EXHIBIT "A-I"
MODEL LAND COMPANY SID
P.B. 1 PG. 41
NOO·07' 46"W
SECTION 15
SECTION 22
P.I. ST~-J
371 +43.22
N00"15'06"W /"
YtEST UNE Of ìHE NORTH 1/2-./'
Of SECTION 23,
TOv.NSHIP 36$.
RANGE 40E
N00"15'06"W
663.26' ~
VISTA ST. LUCIE
CONDOMINIUM
(O.R.B. 384, PG. 2840)
N89"55'17"E /
130.00'
LEGEND
o
~
, ~
15'~ h.-
ROAD R/W ~
PER PlAT '"
ST. LUOE GARODlS ,¡ I
(Pa.1, PG. 35)
8
~
o
A - DELTA
R - RADIUS
L - ARC lENGTH
PG - PAGE
PB - PLAT BOOK
ORB - omGlAL RECOROS BOOK
P08 = POINT OF BEGINNING
POC - POINT OF COI.4I.4ENCEI.4ENT
PLS - PROÆSSWNAL LAND SURVEYOR
R\W - RIGHT-OF-WAY
... = CENTERUNE
± = PLUS OR I.4INUS
sq. fl - SQUARE FEET
THE ¥lEST UNE OF THE NORTH 1/2 OF SECTION 23
IS ASSUI.4ED TO BEAR NOO'S'OS"W AND ALL OTHER
BEARINGS SHOVIN HEREON ARE RELA TIYE THERETO.
PROPOSED R/W
SKETCH OF DESCRIPTION
OF
PARCEL "126"
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82'
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o 100 200
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SCALE IN FEET
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I rN00"15'06"W
V 663.59'
LOT 7
BLOCK 2
SECTION 23
ST. LUCIE GARDENS
(PB. 1. PG. 35)
o
o
+
·
65~ I 65'
I ~
~
I ~ S-!-----.-PARCEL 126
~ (±1.980 ACRES)
8
+
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o S89"46'«"W
8 1/130.00'
~ / SECTION 14
/s SECTION 23
+
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NORTl-I 1/2 OF LOT 8
BLOCK 2
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~ PROPOSED R/W
8
~ ________ PROPOSED CENTERUNE
81
+.
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("iLCULPEPPER ~
-I/=TERPENING.INC,
File: 0084HC.dwg
Dote: 3/01/02
Prepared For
ST. LUCIE COUNTY, FLORIDA
Tech: ERM
Sheet 2 of 2
CONSULTING ENGINEERS
&:
LAND SURVEYORS
2980 SOUTH 25th S1REET
FORT PIERCE. FLORIDA 3-4981
(561) 464-35.37
DESCRIPTION
That port of Lot 7, Block 2, plot of ST. LUCIE GARDENS, os recorded in Plot Book 1, Poge 35 of the Public
Records of St. Lucie County, Florida lying within the following described parcel:
A 20' wide Permanent Slope Easement, for backsiaping of the roadway to match existing grode, lying in the
North 1/2 of Section 23, Township 36 South, Range 40 East, St. Lucie County, Florida ond being the
Eosterly 20.00 feet of lands lyin9 85.00 feet Easterly of the following described centerline for Lennard Rood:
For 0 point of reference, commence at 0 found 4"x4" concrete monument (unnumbered) marking the
Southwest corner of the Southeast ].; of soid Section 23; thence NOO"09'09"W aiong the West line of the
Southeast 14 of said Section 23, 0 distance of 2621.67 feet to 0 point iying 25.00 feet South of 0 found 1.1"
iron pipe (unnumbered) morklng the Northwest corner of the Southeast 14 of said Section 23 and on
intersection with the centerline for Lennord Rood at centerline station 323+38.52; thence S89"59'21"E along
said centerline 0 distonce of 665.29 feet to on intersection with the Eost line of Lot 7, Block 4 of said plot
of SL Lucie Gardens and the point of beginning of the centerline for Lennard Road at centerline station
316+ 73.23
Thence N89"59'21"W, parallel with soid North line of the Southeost ].; of said Section 23 0 distonce of
665.29 feet to centerline station 323+38.52 and on intersection with the West .line of the Southeast 14 of
said Section 23 and the centerline of Silver Oak Drive a 100 foot wide right-at-way; thence continue
N89"59'21"W, parallel with said North line of said Section 23, 0 distance of 1518.63 feet to centerline stotion
338+57.15 and a point of curvature of a curve concave to the Northeast having 0 radius of 1065.00 feet
ond 0 central angle of 47"15'17", thence Northwesterly along the arc of soid curve 0 distance of 878.36 feet
to a point at centerline station 347+35.50 and a point hereafter referred to as point "A", a chord bearing
to said point bears N66"21'42"W, with 0 chord distance of 853.67 feet; thence continue olong said curve
concave to the Northeast having 0 radius of 1065.00 feet ond 0 centrol angle of 42"28'58", thence
Northwesterly along the arc of said curve 0 distance of 789.66 feet to centerline station 355+25.16 and 0
point lying 65.00 feet Eost of the West line of the Northwest].; of soid Section 23 ond 0 point of tangency,
o chord beoring to said point bears N21"29'35"W, with 0 chord distance of 771.70 feet; thence NOO"15'06"W,
parallel with said West line Q distance of 1618.06 feet to centerline station 371+43.22 and an intersection
with the South line of the Southwest 1/4 of said Section 14; thence NOO"07'46"W, 0 distance of 237.69 feet
to centerline station 373+80.91 and a point of curvature of a curve concave to the Southwest having a
radius of 7000.00 feet and a central angle of 07-48'51", thence Northwesterly along the arc of said curve a
distance of 954.68 feet to a point of reverse curvature at centerline station 383+35.59 and a point lying on
the East line of the Southeast].; of said Section 15, 0 chord bearing to said point bears N04"02'12"W, with
o chord distance of 953.94 feet; Thence along reverse curve, concave to the Northeast having 0 radius of
7000.00 feet and 0 central ongle of 07"48'51", thence Northerly along the arc of said curve 0 distance of
954.68 feet to centerline station 392+90.27 and 0 point of tongency and 0 point lying 65.00 feet West of
the West line of said Section 15, 0 chord beoring to said point bears N04"02'12"W, with 0 chord distance of
953.94 feet; thence NOO"07'46"W parcHel with said East line of said Section 15, 0 distonce of 497.12 feet to
centerline station 397+87.39 and 0 point on the North line of said Southeast].; of said Section 15; thence
NOO·06'24"W, 0 distance of 200.16 feet to centerline station 399+87.55 and a point of curvature of a curve
concave to the Southwest having 0 radius of 1065.00 feet and a central angle of 45'30'16". thence
Northwesterly along the arc of said curve 0 distance of 845.82 feet to centerline station 408+33.37 and a
point of tangency. 0 chord bearing to said point bears N22"51'31"W, with a chord distance of 823.77 feet;
thence N45"36'39"W, 0 distance of 508.67 feet to centerline station 413+42.04 ond 0 point lying on the
North line, of the South ~, of the Northeast 14, of said Section 15 ond the point of terminus, of the
centerline for Lennard Road, said lands lying 65.00 feet each side of the above described center line also
terminate at said North line of the South ~ of the Northeast 14 of soid Section 15. For a point of reference
from the terminating centerline stotion 413+42.04; thence N89"46'39"E alon9 the North line of the South ~
of the Northeast 14 of said Section 15, 0 distance of 746.43 feet to 0 point lying on the East iine of the
Nartheost 14 of said Section 15; Thence NOO"06'24"W along said East line, 0 distance of 1317.68 feet to 0
found 4"x4" concrete monument (unnumbered) marking the Northeast corner of said Section 15.
Revised Description R.D. 03/12/05
Sheet 1 of 2
SKETCH OF DESCRIPTION
OF
PSE "826"
Prepared For
ST. LUCIE COUNTY, FLORIDA
File: 0084HC.dwg
Dote: 3/18/02
Revised: 11/23/02
Revised: 03/22/05
Tech: ERM
(LCULPEPPER &
-U=TERPENING.,Nf
CONSUL TlNG ENGINEERS
&
LANO SURVEYORS
2980 SOUTH 25th S1REET
FORT PIERCE. FLORIDA 34981
(772) 4-64-3537
I
SKETCH TO ACCOMPANY
DESCRIPTION
'"
N
C.
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~:;¡!
ZZ
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NOO'07' 46..wt:J
SECTION 15
SECTION 22
P.l. STA
371+43.22
NOO'15'06"W
~ST UNE Of THE NORTH 1/2~ I
Of SECllCN 23, I
TOWNSHIP 3SS,
RANGE 40E
65' I 65'
NOOï S'06"W
663.33'
REQUIRED R/W
LEGEND
!5·d-
ROAD R/W I
PER PLAT
ST. LUCE GARDENS I
(P8.1. PG. 35)
PSE ~ PERMANENT SLOPE EASEMENT
6 = DELTA
R ~ RADIUS
L = ARC l£NGni
PG ~ PAGE
PB = PLAT BOOK
ORB = omCIAL RECORDS BOOK
POB - PDlNT OF BmNNING
POC = POINT OF COMMENCEMENT
PLS - PROFESSIONAL LAND SURVEYOR
R\W - RIGHT-OF-WAY
~ - CENlERUNE
± = PLUS OR MINUS
sq. ft. = SQUARE FEET
niE \\£ST UNE OF niE NORni 1/2 OF SEcnON 23
IS ASSUMED TO BEAR NOD15'D6"W AND ALL OniER
BEARINGS SHOWN HEREON ARE RELA nVE niERETO.
SKETCH OF DESCRIPTION
OF
PSE "826"
1- EASE1ERL Y 85'
1- EASTERLY 20'
S89"S3'29"W
20.00' I
SECTION 14
SECTION 23
o 100 200
. " I
SCALE IN FEET
NORTH UNE OF THE NORTHWEST 1/-4 OF
SECTION 23, TO'M'lSHIP 365, RANCE 40E
NOOï S'06"W
663.34'
LOT 7
BLOCK 2
SECTION 23
ST. LUCIE GARDENS
(PB. 1, PG. 35)
EASETERL Y 20'
PSE 826
(±a.3a5 ACRES)
20' PERMANENT
SLOPE EASEMENT
N89"SS'17"E
I 20.00'
I
: I
REQUIRED R/W
PROPOSED CENTERUNE
File: 0084HC.dwg
Dote: 3/18/02
Revised: 11/23/02
(iLCULPEPPER "
-II=TERPENING.,NC,
Prepared For
ST. LUCIE COUNTY, FLORIDA
Tech: ERM
~
Sheet 2 of 2
CONSUL TlNG ENGINEERS
&
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(561) «;4-3537