Resolution 2003-128
RESOLUTION NO. 2003- ill-
108
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA TO CORRECT A SCRIVENER'S ERROR
IN THE METES AND BOUNDS DESCRIPTION ATTACHED TO THE
ORDER OF TAKING ENTERED BY THE COURT ON APRIL 5, 2000 FOR
THE TAKING OF PARCEL 110 IN THE CASE OF COLLIER COUNTY V.
NORTHSIDE CONSTRUCTION, ET AL.
WHEREAS, on April 5, 2000, the Circuit Court entered an Order of Taking for Parcel 110
in the case of Collier County v. Northside Construction, et a!., Case No. 00-0136-CA; and
WHEREAS, the sketch for Parcel 110, contained in composite Exhibit "A" (labeled page 22
of 66) correctly depicts the property intended to be taken for Parcel 110; although the directional
calls for the parent tract shown on the sketch, while correct as to azimuth bearing and distance, are
not consistently made in a clockwise or counterclockwise direction; and
WHEREAS, the Board of County Commissioners has been advised that the metes and
bounds description of Parcel 110 contains directional call errors, and does not reflect the property
depicted on the sketch; and
WHEREAS, the Board of County Commissioners intended to take the property depicted by
the sketch; and
WHEREAS, the Court has suggested that the Board of County Commissioners clarify by
resolution that what is shown on the sketch is an accurate depiction of the parcel it intended to take;
and
WHEREAS, it is the Board's desire to clarify the record by correcting the scrivener's error
contained in the written legal description.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
1. The County intended to take the property depicted by the sketch contained in Exhibit
"A" for Parcel 110.
2. The metes and bounds legal description described on the attached Exhibit "B" is the
corrected metes and bounds description for Parcel 110, and it describes the property depicted by the
sketch of Parcel 110.
3. The corrected legal description on attached Exhibit "B" is the corrected metes and
bounds legal description of the property the Board of County Commissioners intended to describe
and take for Parcel 110 at the Order of Taking hearing.
ADOPTED this ~ day of MAR..C..Jf.
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BY:~~:~c?-
Attest as to Cha1r11A"
signature only.
108
, 2003 after motion, second and majority
BOARD OF COUNTY COMMISSIONERS
C07:NTY, ORIDA
TOM HENNING, Chairman
Approved as to form and
Ed,"" I 1
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eidi F. Ashton
Assistant County Attorney
By:
uuslQ8,
PUBLIC WORKS ENGINEERING DEPARTMENT
3.301 EAST TAMIAMI TRAIL NAPLES, FLORIDA .34112
(941) 774-8192
SI<ETCH OF DESCRIPTION
Curve nUMber 1 '
Ro.dlus = 5686.33'
A =06.07'58'
Arc · 608,66'
Chord = 608,36'
Chord Brg, S,07.20'1l'E.
Curve nUMber 2
Ro.dlus = 5806.33'
A = 02'02'37'
Arc = 207,09'
Chord = 207.07'
Chord Brg, S.09.22'52'E.
10.00'
5.89'.32'18"E. 480,05'
187.45
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GENERAL NOTES
1> P.O.C. Indlcntes Point of COMMenceMent
2) P.O.B, Indlco.'tes Point of Beginning
3) Sec, Indlco.tes Section
4) Twp. Indlco. tes Township
5) Rge. Indlco.tes Ro.nge
6) R/'w' IndIca. tli!S Rlght-of-wo.y
7) All dlsto.nc:es o.re In feet Clnd deciMals thereof
8) Beo.rlngs o.re bo.sed on the Eo.st line at said
Section 12 o.s being N.OO'17':)3'\J,
9) Not vo.lId unless signed o.nd seo.led with the eMbossed
seal at 'the proFesslono.l \o.nd surveyor
DRAWN 1/1',
L.M,R,
CHECKED BY'
SCALE:
NOT TO
SCALE
CURVE
NO, 2
w
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l/1.
PARCEL 11 0 .
5.45'06'14.W.
21.06'
P,Q,8.
385.04'
5,89'.31" 5"E. 460.05'
- - PINE Ribcr ~aAD - - 13 ~75,OO'
CR-896 (150' R/W)
THIS IS ONLY A SKETCH
DAlE, fiLL NO..
11-30-98
110
P.O.C.
EXHIBIT
11
"'5 e ;)..:L Co ~ (,.&,
SHEET 2 OF 2
PUBLIC WORKS ENGINEERING DEPARTMENT 1 0 9
2685 SOUTH HORSESHOE DRIVE NAPLES, FLORIDA 34112
(239) 659-5773
PROJECT NO..
PARCEL NO..,
LEGAL DESCRIPTION (NOT A SURVEY)
FOUO NO",
FEE SIMPLE YOU
COMMENCINO AT THE SOUTHEAST CORNBR OP SECTION 11, TOWNSIJIP 49 SOU11l,
RANGE 25 EAST COLLU!ll COUNlY, FLORIDA, SAlD POINT OF COMMENCBMENT
BEING TUB CBNTERLINE INTERSECTION OF LlVINGSTON ROAD (C.R. 881) AND
PINE RIDGE ROAD (C.R. 886); THBNCE NORm 0 DEOREBS 17 MINUTES 03
SBCONDS WBST ALONG TIn! BAST LINB OF SAID SECTION 11, A DISTANCE OF
75,00 FEET; THENCE NORm 19 DBGRBES]1 MINUTBS 15 SECONDS WEST, A
D1ST ANCR OF 30,00 FIlBT TO mB POINT OF BBGlNNING; THENCE NORm 0
DEGREES 17 MINlTrES OJ SECONDS WEST ALONG ALINE LYlNO]O PEBT WEST AS
MEASURED PERJ1I!NDlCUI.AR TO,SAID EAST LlNJ! OF SECTION 11, A DISTANCE OF
1245,71 FEET; THENCE NORTH 89 DEGRHBS J1 MINUTES II SECONDS WEST, ^
DISTANCE OF 1117,45 FEBT TO THE POINT Of CURVATURE Of A NON-TANGENT
CURVE, CONCA VI! TO Tim EAST, HA VlNO A RADIUS OF 51106,33 FERT, ^ CENTRAL
ANGLE OF 2 DEOMES 01 MINUTES 37 SECONDS, AND A CHORD OF 207.07 fEET
BEARING SOU1ll 9 DEOREES 12 MINtJTBS 52 SECONDS BAST; mENCR soum ALONG
SAID CURVE, A DlST ANCB OF 207,09 FEET 10 TlIB POINT Of CURV ATURH OF A
REVERSE CURVE, CONCAVE TO THE WEST, HAVING A RADIUS OF 5686.33 FEET, A
CENTRAL ANOLE OF Ii DEGREES 07 MINUTES 51 SECONDS, AND A CUORD OF
608.36 PEBT BEARlNO SOUTH 7 DEGREES 20 MINUTES II SECONDS EAST; 111BNCB
SOlTnt ALONG SAID CURVE, A DISTANCB OF 608,66 FE!!.T; TImNC!!. SOlr11l 0
DEORliES 17 MINUTES 0] SECONDS EAST, A DISTANCE OP 41].86 FEET; nmNCB
, sount 45 DEGREBS 06 MINUTES 14 SECONDS WEST. A DlSTANCB OP 21.06 FEET,WENCE
NOR11! 89 DeGReES 31 MINlTrES U SECONDS WEST, ^ DISTANCE OF 3U04 fEBT; ntHNCB
. sourn 00 DI!GRl!BS 11 MINlTI'BS IJ SECONDS BAST' A DIST ANCB OF 10,00 FEBT TO;t11B
NOR'I1t RIOlIT OF WAY LINE OF AFORESAID PINE RlDOB ROAD; TImNCB SOlrt1l 89
DEOIU!ES ] I MINUTl!.S 15 SBCONDS BAST ALONG SAID NORm tuOJrr OF WAY LINB. ^
DlST ANCE OF 480,05 FEET TO TIm POINT OF BeGINNING; SAID DI!SCRJDBD TRACT
CONTAININO ],,253 ACRBS (141,691) SQUARB FERT), MORE OR LESS. .
BASIS OP BEARlNOS IS TUB BAST LINE OF SBCTION 12 BEINO NOR11I 00
DBGREES J7 MINUTES 03 SBCONDS WEST.
PARCEL liD
'" EXHIBIT
--.tL
/07 d-
PREPARED B ~. /~JDATE..df;"
~Ol6'E'R, RICHMOND
PROFESSIONAL LAND SURVEYOR-FL. REG. # 2406
TRANSPORTATION ENGINEERING DEPARTMENT.
2685 SOUTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104 SHEET 1 OF 2
uUS
PUBLIC WORKS ENGINEERING DEPARTMENT
3.301 EAST TAMIAMI TRAIL NAPLES, FLORIDA .34112
(941) 774-8192
SI<ETCH OF DESCRIPTION
Curve nUMber 1 '
Ro.dlus = 5686.33'
A = .06.07'58"
Arc .. 608.66'
Chord = 608.36'
Chord Brg, S.07.20'll'E.
Curve nUMber 2
Ro.dlus = 5806.33'
A = 02.02'37"
Arc = 207,09'
Chord = 207.07'
Chord Brg, S,09.22'52"E.
10,00'
S.89'32'18"E.
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I P.O.B,
365.04'
S,B9'3"'S"E. 480,05'
--PINE Ribcr~()AlJ-- ~~75,OO'
CR-896 (150' R/W)
THIS IS ONLY A Sf<ETCH
DRAWN IN.
CHECKED BY.
SCIoU. D^TE: FILL NO.:
NOT TO I
11-30-98
SCALE
CURVE
NO, 2
W
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Vl,
PARCEL 110 '
S.45'06'14 "W.
21,06'
p.a.c.
GENERAL NOTES
1) P,O,C, Indlco.tes Point of COMMenceMent
2) P,O.B. Indlco.tes Point of Beginning
3) Sec. Indicates Section
4) Twp. Indlco.tes Township
5) Rge, Indlco. tes Ro.nge
6) R/V Indicates Rlght-of-wo.y
7) All distances o.re In feet a.nd decll'\o.ls thereof
8) Beo.rlngs are bo.sed on the East line of so.ld
Section 12 as being N,00.17'Q3"V.
9) Not valid unless signed and seo.led with the eMbossed
seo.l of the professlono.l land surveyor
f' '( ~ I b tt- [3
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L.M.R.
110
108
I
SHEET 2 OF 2