Resolution 2005-219
Retn:
CLERK TO THE EOARD
INTEROFFICE 4TH FLOOR
BIT 7240
3640478 OR: 3823 PG: 0912
RECORDED in the OPPICIAL RECORDS of COLLIER COUNTY, PL REC m 120.50
06/16/2005 at 10:27AM OWIGHT E, BROCK, CLERK COFIES 14.00
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RESOLUTION NO. 2005- 219
A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY
COMMISSIONERS FOR PETITION A VESMT2004-AR5649 TO DISCLAIM,
RENOUNCE AND VACATE THE COUNTY'S AND THE PUBLIC'S
INTEREST IN A PORTION OF THE DRAINAGE AND MAINTENANCE
EASEMENT AGREEMENT CONVEYED TO COLLIER COUNTY BY
SEPARATE INSTRUMENT AND RECORDED IN OFFICIAL RECORD
BOOK 2866, PAGES 2889 THROUGH 2904 AND ALL OF THE DRAINAGE
AND MAINTENANCE EASEMENT AGREEMENT CONVEYED TO
COLLIER COUNTY BY SEP ARA TE INSTRUMENT AND RECORDED IN
OFFICIAL RECORD BOOK 3357, PAGES 2709 THROUGH 2718, PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA. LOCATED IN THE
VALENCIA LAKES SUBDIVISION IN SECTION 23, TOWNSHIP 48 SOUTH,
RANGE 27 EAST.
WHEREAS, pursuant to Section 125.01(t), Florida Statutes, Jeff Davidson, P.E., at
Davidson Engineering, Inc., as agent for the petitioner, Orangetree Associates, does hereby
request the vacation of a portion of the Drainage and Maintenance Easement Agreement
conveyed to Collier County by separate instrument and recorded in Official Record Book 2866,
Pages 2889 through 2904 and all of the Drainage and Maintenance Easement Agreement
conveyed to Collier County by separate instrument and recorded in Official Record Book 3357,
Pages 2709 through 2718, Public Records of Collier County, Florida. Located in the Valencia
Lakes Subdivision in Section 23, Township 48 South, Range 27 East; and
WHEREAS, the Board has this day held a public hearing to consider vacating a portion
of the Drainage and Maintenance Easement Agreement conveyed to Collier County by separate
instrument and recorded in Official Record Book 2866, Pages 2889 through 2904 and all of the
Drainage and Maintenance Easement Agreement conveyed to Collier County by separate
instrument and recorded in Official Record Book 3357, Pages 2709 through 2718, Public
Records of Collier County; and
WHEREAS, the granting of the vacation will not adversely affect the ownership or right
of convenient access of other property owners.
Page 1 of2
OR: 3823 Pl g1A 1
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the County's interests in the
following described Drainage and Maintenance Easement Agreements be and are disclaimed,
renounced and hereby vacated, and this action is declared to be in the Public's interest and will
provide a public benefit:
See Exhibit "A" attached hereto and incorporated herein.
BE IT FURTHER RESOLVED, that the Clerk to the Board is hereby directed to record
a certified copy of this Resolution in the Official Records of Collier County, Florida.
This Resolution is adopted this
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day of
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, 2005,
after motion, second and majority vote favoring same.
DATED: ~-I(p-05
ATTEST:
DWIGHT E. BROCK, Clerk
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
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BY:
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Fred . Coyle, Chairrn
Approved as to form and legal
sufficiency:
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Jenlll er A. Belp
Assistant County Attorney
Item # IlDAI
Agenda ~-I'i'o5
Date
Date (,rllo-05
Reed
Page 2 of2
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RJ/{WE'S &- RI/OD/l'S I.ANlJ SIlRI'H}'IN(; INC. zBtPtD z8'15
w____ ___.._'-__.._._ ,,'. "_".
John ScpU Rluul._. P.S,AI" ThDmaa 6. RhadlJll, Sr., /I.S.N,
132D Ran JI.ttd. DOll.reva.rd. IB Naple.. Florida 34 t 10
I'ho".: (041) 693-9670 Fp%: (941) 693-0591
" EXH/Bli .3 L~IL..1=.'1
DESCRIPTION OF PART OF SECTIONS 23, TOWNSI'IIP 48 SOUTH,
RANGE 27 EAST, COLLIER COUNlY, FLORIDA.
FOR ORANGETREE ASSOCIATES, ROBERTO BOLLT TRUSTEE.
(DRAINAGE AND MAINTENANCE EASEMENT)
(EXHIBIT 3)
ALl. THAT PART OF SECTIONS 23, TOWNSHIP 48 SOUTH, RANGE 27 EAST,
COLLIER COUNlY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 23, TOWNSHIP 48
SOUTH, RANGE 27 EAST, COLLIER COUNlY, FLORIDA;
THENCE ALONG THE SOUTH LINE OF SAID SECTION 23 NORIH 89'13'47"
WEST 33,09 FEET; THENCE NORTH 00'46'13" EAST 308.62 FEET TO THE
POINT OF BEGINNING OF THE EASEMENT HEREIN DESCRIBED;
THENCE NORTH 88'09'11" WEST 515.00 FEET: THENCE NORTH 01"50'49"
EAST 172,46 FE;ET TO A POINT ON A NON-TANGENTIAL Cl!RVE: THENCE;
NORTH, WEST AND SOUTHE;RL Y 653.11 FEET ALONG THE; ARC OF A
CIRCULAR CURVE CONCAVE; TO THE SOUTH HAVING' A 'RADIUS OF 170,00
FEET THROUGH A CENTRAL ANGLE OF 220'07'09" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 68'05'36" WEST 319,37 FEET TO A
POINT OF TANGENCY; THENCE SOUTH 01'50'49" WEST 282.00 FEET;
THENCE NORTH BB'09'11" WEST '350.00 FEET TO A POINT OF
CURVATURE: THENCE WESTERLY 175,00 FEET ALONG THE AI~C OF A
CIRCULAR CURVE CONCAVE TO THE NORTH HAVING A RADIUS Of 674.67
FEET THROUGH A CENTRAL ANGLE OF 14'51'42" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH BO'43'20" WEST 174.51 FEET TO A
NON-TANGENTIAL LINE; THENCE SOUTH 26'31'10" WEST 121.51 FEET TO
A NON-TANGENTIAL CURVE: THENCE NORTHWESTERLY 201.93 FEET ALONG
THE ARC OF A CIRCULAR CURVE CONCAVE TO THE NOIHHEAST HAVING A
RADIUS OF 794.67 FEET THROUGH A CENIRAL ANGLE OF 14'33'34" AND
BEING SUBTENDED BY A CHORD W~f1CH BEARS NORTH 64'31'07" WEST TO
A NON-TANGENTIAL LINE: THENCE NORTH 25'31'55" EAST 121.14 FEET
TO A NON-TANGENTIAL CURVE; THENCE NORTHWESTERLY 132.96 FEET
ALONG THE ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST
AND HAVING A RADIUS OF 674,67 FEET THROUGH A CENTRAL ANGLE OF
1 1'17'2S" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTIi
50'17'55" WEST 132.74 FEET TO A POINT OF COMPOUND CURVATURE:
THENCE NORTHWESTERLY 102.12 FEET ALONG THE ARC OF CIRCULAR
CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 262,10
FEET TROUGH A CENTRAL ANGLE OF 22'19'22" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 33'29'30" WEST 101.47 FEET TO A
POINT ON A NON-TANGENTIAL CURVE: THENCE NORTHEASTERLY 59.77
FEET ALONG THE ARC OF A' CIRCULAR CURVE CONCAVE TO THE
SOUTHEAST AND HAVING A RADIUS OF 1096,36 FEET TI~ROUGH A
CENTRAL ANGLE OF 3'07'25" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 73'20'43' EAST 59,16 FEET TO A POINT OF TANGENCY:
THENCE NORTH 71.47'00" EAST 93.57 FEET TO A POINT OF CURVATURE:
THENCE NORTHEASTERLY 239.63 FEET ALONG THE ARC OF A CIRCULAR
CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 408,62
FEET THROUGH A CENTRAL ANGLE OF 33"36'02" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 54'58'59" EAST 23/;.21 FEET; THENCE
SOUTH 64'20'00": EAST 46.76 FEET TO A NON-TANGEIITIAL CURVE;
THENCE SOUTHEASTERLY, NORTHEASTERLY AND NORTHWESTERLY 653.11
FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE TO THE
NORTHWEST AND HAVING A RADIUS OF 170.00 FEET THROUGH A CENTRAL
ANGLE OF 220'07'09" AND BEING SUBTENDED I3Y A CHORD WI~ICH BEARS
NORTH 45'43'35" EAST 319,37 FEET: THENCE NORTH 64'20'00" WEST
159.30 FEET; THENCE NORTH 22'00'00" EAST 79.30 FEET TO A POINT
OF CURVATURE; THENCE NORTHERLY, NORTHWESTERLY, WESTERLY AND
SOUTHWESTERLY 653,11 FEET ALONG THE ARC OF A CIRCULAR CURVE
CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 170.00 FEET
THROUGH A CENTRAL ANGLE ,OF 220.07'09" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 88'03'34" WEST 319,37 fEET; THENCE
SOUTH 22'00'00" WEST 155.46 FEET TO A POINT OF CURVATURE;
EXHIBIT "A"
SHEET I OF 12
A VESMTI004-AR5649
"
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EXHIBIT "A"
SHEET 2 OF 12
A VESMTI004,AR5649
DESCRIPTION Of PART Of SECTIONS 23, TOWNSHIP 48 SOUTH, .
RANGE 27 EAST, COLLIER COUNlY, FLORIDA,
fOR ORANGETREE ASSOCIATES, ROBERTO BOlLT TRUSTEE,
(ORAINAGE AND MAINTENANCE EASEMENT)
(EXHIBIT 3)
(CONTINUED fROM PAGE 1)
THENCE SOUTHWESTERLY 94,38 FEET ALONG THE ARC OF A CIRCULAR
CURVE: CONCAVE TO THE NORTHWEST AND HAVING A RADIUS Of 108,62
fEET THROUGH A CENTRAl ANGLE Of 49'47'00" AND BEING SUBTENDED
BY A CHORD WHICH BEARS SOUTH 46'53'.30" WEST 91,43 VEET; THENCE
SOUTH 71'47'00" WEST 44.52 fEET TO A POINT Of CURVATURE; THENCE
NORTHWESTERLY 80,16 fEET ALONG A ARC OF A CIRCULAR CURVE
CONCAVE TO THE NORTHEAST AND HAVING A RADIUS Of 45,00 fEET
THROUGH A CENTRAL ANGLE Of 102'03'50" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 57'11'05" WEST 69,97 fEET; THENCE
NORTH ,06'09'10" WEST 68,16' fEET TO A CIRCUlAR CURVE; THENCE
NORTHERLY 486.36 fEET ALONG THE ARC OF Ii 'CIRCULAR CURVE
CONCAVE TO THE WEST AND HAVING A RADIUS Of 1261.09 fEET
THROUGH A CENTRAL ANGLE Of 22'05'50" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 17'12'05" WEST 483,36.fEET TO A POINT
OF REVERSE CURVATURE; THENCE NORTHERLY 94,99 fEET ALONG TH,E
ARC Of A CIRC,UlAR CURVE CONCAVE TO THE EAST AND HAVING A
RADIUS OF 824.06 FEET THROUGH A CENTRAl ANGLE OF 06'.36'16" AND
BEING SUBTENOED BY A CHORD WHICH BEARS NORTH 24'56'52" WEST
94,9.3 FEET TO A POINT Of COMPOUNO CURVATURE; THENCE
NORTHEASTERLY 97..35 fEET ALONG THE ARC Of A CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS Of 51.38 FEET
THROUGH A CENTRAL ANGLE Of 108'.33'47" BEING SUBTENDED BY ^
CHORD WHICH BEARS NORTH .32'29'17" EAST 8.3,43 fEET: THENCE NORTH
86'46'10" EAST 73.35 fEET TO A POINT Of A NON:"'TANGENTIAL CURVE;
THENCE SOUTHEASTERLY. NORTHEASTERLY. NORTHERLY, NORTHWESTERLY
AND SOUTHWESTERLY 700.38 fEET ALONG THE ARC OF A CIRCUlAR
CURVE CONCAVE TO THE WEST AND HAVING A RADIUS Of 1 70.00 fEET
THROUGH A CENTRAL ANGLE Of 236'03'08" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 0.3'11 '0.3" WEST .300,1.3 fEET; THENCE
SOUTH 86'51'.32- WEST 73.37 fEET TO A POINT Of CURVATURE; THENCE
NORTHWESTERLY 126,49 fEET ALONG THE ARC Of A CIRCULAR CURVE
CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 70.00 FEET
THROUGH A CENTRAL ANGLE OF 103'32'10" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 41'22'23" WEST 109.97 fEET TO A POINT
OF COMPOUND CURVATURE; THENCE NORTHERLY 2.3B.80 FEET ALONG THE
ARC OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST AND HAVING A
RADIUS Of 824,00 fEET THROUGH A CENTRAL ANGLE Of 16'36'17" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 18'41'51" EAST '
2.37,91 fEET; THENCE NORTH 26'59'59" EAST 34.17 fEET TO A POINT
Of CURVATURE; THENCE NORTHEASTERLY 84..39 fEET ALONG THE ARC Of
A CIRCULAR CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS
OF 422.67 fEET THROUGH A CENTRAL ANGLE Of 11'26'23" AND B,EING
SUBTENDED BY A CHORD WHICH BEARS NORTH 21'16'48" t::AST 84.25
fEET TO A POINT Of REVERSE CURVATURE; THENCE 69.54 fEET ALONG
THE ARC OF CIRCULAR CURVE CONCAVE TO THE SOUTHEAST HAVING A
RADIUS Of 55.00 FEET THROUGH A CENTRAL ANGLE or 72'26'24" AND,
BEING SUBTENDED BY A CHORD WHICH 8EARS NORTH 51'46'48" EAST
65.00 fEET; THENCE NORTH 88'00'00" EAST 112.1.3 FEET TO A POINT
Of CURVATURE; THENCE EASTERLY AND SOUTHEASTERLY .34-0,.36 fEET
ALONG THE ARC Of A CIRCUlAR CURVE CONCAVE TO THE SOUTliWEST
AND HAVING A RADIUS Of 242.54 FEET THROUGH A CENTRAL ANGLE Of
80'24' 11" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
51'47'54" EAST .31.3.11 fEET; THENCE SOUTH 11'.35'48" EAST 150.00
FEET TO A POINT Of CURVATURE; THENCE SOUTHERLY AND
SOUTHEASTERLY 712,95 fEET ALONG TliE ARC OF CIRCULAI~ CURVE
CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 507.21 FEET
THROUGH A CENTRAL ANGLE Of 80'.32'08" AND BEING SUBT,ENDED BY A
CHORD WHICH BEARS SOUTH 51'5"53" EAST 655,69 FEET; THENCE
NORTH 87'52'0.3" EAST 261.50 fEET TO A POINT Of A NON CURVE;
OR: 2866 PG:
RHODES &: RHODES I./IND SURVll'Y1NCL..l,YL_.._
John SaoU Rhod.., P.S.AI... 1'hDmu E. Rhode., Sr., P.S.AI.
1320 Rail 'leur! Boul8va.rd. 15 Na.pl.s, Florida. 34"0
Phone, (94 I) 693-0670 F."" (941) 69,'-069 I
2816 A 1
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OR: 2866 PG:
RHODA'S &- RHOI)A'S LAND SURVEYING, INC, _,_,..
John Sr:ptt Rhode., P.S.AI.. Thnma.a E. R/lad..., Sr.. ".S.M.
/:120 RIlII 11.llcl Doul.VIlTcl, 18 N~pl.., Floriclll :14//0
Phon., (841) 893-0670 F""" (84/) 883-088/
28916 A 1
EXHmIT "A"
SHEET 3 OF 12
A VESMT2004.AR5649
DESCRIPTION OF PART OF SECTIONS 23, TOWNSHIP 48 SOUlI'l,
RANGE 27 EAST, COLLIER COUNTY, FLORIDA.
fOR ORANGETREE ASSOCIATES, ROBERTO BOLLT TRUSTEf..
(DRAINAGE AND MAINTENANCE EASEMENT)
(EXHIBIT 3)
(CONTINUED FROM, PAGE 2)
THENCE SOUTHWESTERLY 238,35 FEET ALONG THE ARC OF A CIRCULAR
CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 676,88
FEET THROUGH A CENTRAL ANGLE OF 20'10'33" AND BEING SUBTENDED
BY A CHORD WHICH BEARS SOUTH 38'35'17" WEST 237,12 FEET:
THENCE SOUTH 28'30'00" WEST 60,00 FEET TO A POINT OF CURVATURE;
THENCE SOUTHERLY 194,21 fEET ALONG THE ARC OF ^ CIRCULAR CURVE
CONCAVE TO THE EAST AND HAVING ^ RADIUS OF 367,03 FEET THROUGH
A CENTRAL ANGLE OF 30'19'02" AND BEING SUBTENDED I;lY A CHORD
WHICH BEARS SOUTH 13'20'29" WEST 191.95 FEET T9 A
NON-TANGENTIAL CURVE, THENCE SOUTHERLY EASTERLY AND NORTHERLY
700.64 fEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE TO THE
NORTH AND HAVING A RADIUS Of 170.00 fEET THROUGH A CENTRAL
ANGLE Of 236'08'21" AND BEING SUBTENOEO BY A CHORD WHICH BEARS
NORTH 88"00'15" EAST 300,01 FEET TO A NON-TANGENTIAL CURVE;
THENCE NORTHERLY 34,53 FEET ALONG nlE ARC OF A CIRCULAR CURVE
CONCAVE TO THE EAST AND HAVING A, RADIUS OF 67.03 fEET THROUGH
A CENTRAL ANGLE, OF 29'31'01" AND BEING SUBTENDEO BY A CHORO
WHICH BEARS NORTH 13'44'29" EAST 34.15 fEET; THENCE NORTH
28'30'00" EAST 60.00 FEET TO A POINT OF CURVATURE; THENCE
NORTHEASTERLY 100,00 FEET ALONG THE ARC OF A CIRCULAR CURVE
CONCAVE TO THE SOUTHEAST AND HAVING A RAOIUS OF 376,88 FEET
THROUGH A CENTRAL ANGLE Of 15'12'10" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 36'06'05" EAST 99.71 FEET TO A
NON-TANGENTIAL CURVE: THENCE SOUTHEASTERLY 502,13 fEET ALONG
THE ARC Of A CIRCULAR CURVE CONCAVE TO THE NORTHEAST AND
HAVING A RADIUS OF, 663,72 FEET THROUGH A CENTRAL ANGLE OF
43'20'47" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
69'48'22" EAST 490.24 fEET TO A NON-TANGENTIAL CURVE: THENCE
SOUTHERLY 182.85 FEET ALONG THE ARC, OF A CIRCULAR CURVE
CONCAVE TO THE EAST AND HAVING A RADIUS OF 1 B02,65 FEET
THROUGH A CENTRAL ANGLE Of 05'48'42" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 18'14'50" EAST 182,77 fEET: Tt1ENCE
SOUTH 21'09'11" EAST 50,55 FEET TO A POINT OF CURVATURE: THENCE
SOUTHERLY 220.67 FEET ALONG THE ARC OF A CIRCULAR CURVE
CONCAVE TO THE WEST AND HAVING A RADIUS OF 724.73 FEET THROUGH
A CENTRAL ANGLE OF 17'26'43" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 12'25'49" EAST 219.61 FEET TO A
NON-TANGENTIAL CURVE: THENCE NORTHWESTERLY 141.69 FEET ALONG
THE ARC OF A CIRCULAR CURVE CONCAVE TO THE NORTH AND HAVING A
RADIUS OF 236,33 fEET THROUGH A CENTRAL ANGLE OF 34'21 '04" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 68'56'23" WEST
139,58 FEET TO A NON-TANGENTIAL CURVE; THENCE NORTHWESTERLY,
WESTERLY, SOUTHWESTERLY AND SOUTHERLY 651.92 FEET AND HAVING A
RADIUS OF 170.00 FEET THROUGI; A CENTRAL ANGLE OF 219'43'08" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 53'29'34" WEST
319,7B FEET: THENCE SOUTH 56'22'00" EAST 127.6D FEET TO A POINT
OF CURVATURE; THENCE EASTERLY 292.54 FEET ALONG THE ARC OF A
CIRCULAR CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS Of
536,33 fEET THROUGH A CENTRAL ANGLE OF 31'15'08" AND BEING
SUBTENOED BY A CHORD WHICH BEARS SOUTH 71'59'34" EAST 28B.93
fEET: THENCE SOUTH 01'50'49" WEST 120.02 FEET TO A POINT OF
CURVATURE: '
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RHODES &- RlIO/Jf.'S L,tND SURV/:,YINO, INC,
John Scott RAoel.., P.S.J/.. Thoma E. Rhod.., Sr., P..~.M. -~_. -.-.-
1320 Roll II.ad. Soulll1lard., 16 Napl.., Plorid.a :14/10
p/>.."., (04 tJ 603-0670 paz: (04 tJ 1i03-0liB I
28J 6 A 1
EXHIBIT "A"
SHEET 4 OF 12
A VESMT2004.AR5649
DESCRIPTION OF PART OF SECTIONS 2.3, TOWNSHIP 46 SOUTH,
RANGE 27 EAST, COlliER COUNTY, FLORIDA.
FOR ORANGETREE ASSOCIATES, ROBERTO BOllT TRUSTEE,
(DRAINAGE AND MAINTENANCE EASEMENT)
(EXHIBIT 3)
(CONTINUED FROM PAGE 3)
THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 188,50 FEET ALONG
THE ARC OF A CIRCULAR CURVE CONCAVE TO mE NORTHWEST AND
HAVING A RADIUS OF 120,00 FEET TROUGH A CENTRAL ANGLE OF
90'00'00" AND BEING SUBTENoEo BY A CHORD WHICH BEARS SOUTH
46'50'49" WEST 169,71 FEET TO THE POINT OF BEGINNING OF THE
EASEMENT HEREIN DESCRIBED,
CONTAINING 41,39 ACRES MORE OR LESS, . ,
SUBJECT TO EASEMENTS ANO RESTRICTIONS OF RECORD,
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 23, TOWNSHIP
48 SOUTH, RANGE 27 EAST, COlliER COUNTY, FLORIDA, BEING SOUTH
89'13'47" EAST,
RHODES. & RHODE:S LIIND SURVE:YINlj. INC.,
FL~>>t. ~/NE:SS~ AUTHORIZA TION NO. LO 6897
-- ------_~-.I:!'!!:.~--------___ DA TE: IfJltJ,."... ,
JOHN SCOTT RHODE:S p.s,H. 115739 F
NOT VALID WITHOUT THE: SIGNATURE: AND.
THE: ORIGINAL RAISE:D SE:IIL OF A FLlIRIDA
LlCE:NSE:D SURVE:YOR AND MAPPE:R
R&R, FlLE:,No. 2000-1101
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RHODES &- RHODA'S LANlJ SURVEYINC,_lNll., ,2;~
John .Sooll Rhod.., P,SIAl~, ThoJ7UUI B. Rhodu, Sr., P.S.A1.
/320 Rallllead O...'""aTd. 10 Naple., Florida 34/10
Ph.".: (941) 69,1-0670 J'o:z:: ' (941) ,593-0,58 I
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OUT F=f=1 LL
11
t=RSE.MENT
EXHIBIT "A"
SHEET 6 OF 12
A VESMT2004.AR5649
/I
DESCRIPTION OF PART OF SEClIONS 23 AND 26, TOWNSHIP 'If! SOUl'll,
HANGE 27 EAST, COl.l.IER COUNTY, FI.ORIDA
fOR ORANGETREE ASSOCIATES, R06ERTO BOLI.T TRUSTEE.
(OUTFALL EASEMENT)
ALL TIIAT PART OF SECTIONS 2,J AND 26, TOWNSIIIP 'If!' SOUTII, HANCE 27
EAST, COLLlm COUNIY, FLORIDA BEING MORE PARlICllLAHLY DI,SGI~I[lrl) AS
FOLLOWS;
COMMENCING AT 1I.E SOUTH 1/4 CORNER OF SEC'IION 23, 10WNSIIIP 48 SOUTH,
RANGE 27 EAST, COl.L1EI~ COUN1Y, FLORIDA;
THENCE ALONG THE SOUTH LINE .oF SAID SEC'IION 23 SOU III 89'13'47"
EAST 631,37 fEET; , '
THENCE NORI~I 01'50'49" EAST 51.08 fEET 10 THE POIN! or BEGINNING
OF THE EASEMENT HEREIN DESCRIBED:
THENCE NORTH 01'50'49" EAST 625,62 Fr:ET;
THENCE NORTI'IERL Y 856,23 FEET ALONG THE AI~C OF A CIRCUI.A11 CUlIV!:
CONCAVE WESTERLY HAVING A RADIUS OF 1140.00 FEET TIIROUGII A
CENTRAL ANGLE OF 43'02'01" AND BEING SUBTENDED BY A CI'IORD WI'f1CH
BEARS NORlIl 19'40"1" WEST 836.24 FEET:
THENCE NORTH 41'11'12" WEST 292.17 fF-ET TO A POINT ON A CURVE;
TI-IENCE NORTI-IEASTERL Y 80.38 fEET ALONG THE ARC OF A ,
'NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWESTERLY HAVING A
RADIUS OF 343.72 fEET T"IROUGH A CENTRAL ANGLE OF 13'23'57" AND
" BEING SUBTENDED BY A CI-tDRD WHICH BEARS NORTH 44'45'38 EAST
60,20 FEET;
THENCE ALONG A NON-TANGENTIAL LINE SOUTH 41' 11'12" F-AST 297.84
ff~ '
THENCE SOUTHERLY 9 16.32 FEl T ALONG TI-tE ARC OF A CIRCLJI.AR CURVE
CONCAVE WESTERLY HAVING A R'IDIUS OF 1220.00 FEET THROUGH A
CENTRAL ANGLE OF 43'02'0 ," I ND BEING SU6TENDED BY A Cl'iORIJ WHICI1
BEARS SOUTH 19'40'11" EAST ~94.93 FEET:
THENCE SOUTH 01'50'49" WE~r 545.62 FeET;
THENCE SOUTH 86'09'11" EAST 1035,00 fEET;
THENCE SOllTH 01'50'49" WEST 205.00 FEET TO mE NORTHEI~I.Y
RIGHT-OF-WAY OF RANDALL BOULEVARD;
THENCE ALONG SAID NORTH RIGHT-OF-WAY NOI~H1 B8'09'11" WEST BO,OO
FEET:
THENCE LEAVING SAID RIGHT-OF-WAY NOIHlI 01"50'49" EAST 125,00
FEET;
THENCE NORTH 88'09'11" WEST 1035.00 FEET TO THE POINT OF
BEGINNING OF THE EASEMENT ~IEREIN DESCRIBEO.
CONTAINING 5.45 ACRES MORE OR LESS.
SUB.JECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON TilE WEST LINE OF THE NORTHWEST 1/4 OF SECTION
23, TOWNSHIP ,48 SOUTH, RANGE 27 EAST', COLLIER COUNTY, fLO'~I()A, BEING
NORTH 0'00'02" EAST.
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Rf/OOES, & RNGOCS LflND SURVCYING, INC.
rL04:t BUSIN,SS AUT/lURIZATIDN NO. LO 6897
--'---, __dcLC.lI--'-______.___. IlATE: /j~f1aJr)("J
JOHN SCDrr Rf/ODCS P.s.H. 05739 I' r-
NDT VIlLlD VITHour TIIF: SIGNATURE: AND
THE: ORIGINAL RAISE:D SCAL OF II FLORIDA
L1COJSE:D ,SURVCYOR AND MAPPER
R!.R. FlLCNO. 20110-1051
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1,6 At -
EXHIBIT "A"
SHEET 8 OF 12
A VESMT2004,AR5649
,
RHODES &- RHODES~UllVEYING, !No.
.roHN 8CO'I7' RHODS$, P.8.M. JJ. RHODES, P.8.M.
JIUJRAltHBAD llLY.D. #J J1'LOIl1DA 84110
I'I1OIa tisRJ S1IIHJ6'fO ~fJ/81J)61IHJ68J
1-' 1-1
g5."L~E.D E~}-/.../ li.3 LAIC:.E
OESCRI~TrON or PART OF SECT N ~3, TOWNSHIP 46 sourH,
RANGe 21 EASr, COLLI R COUNTY, fLORlDA.
(OMINAGt: ANO MAINTENANCt ..ASEMJ;:NTI
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AI.L THAT PART Of SECTION 23, TOIINSHIP 48 SOUTH, RANG!: 27 EAST, COLLIE:R COUNTY,
fLeRIDA BEING MORE PARTICULARLY DESCRIBeD AS fOLLOWS:
COMMENCING AT THE SOUTH~ST CORNER Of LOT 39, BLOCK "A", VALENCIA LAKES - PHASE 3-
A, ACCORDING TO THE"PLAT THEREOF AS RECORDED IN PLAT BOOK 37, PAGES 93,THROUGH 97,
INCLUsIV!>, Of' THE PUBt-IC RtcORDS 01" COLI.IEA. COUNTY, f'LORIOI'.; Tli6NCJ:: II. OB'39'43"
Eo, ALONG TilE EASTERLY BOUNDARY Of' SAID LOT 39, BLOCK "A", 120.25 FEET TO TilE fQ!!'!!
Of' BEGINNING OF THE PARCEL Of LAND HEREIII DESCRIBED ANO A POINT ON A liON-TANGENTIAL
CURVE, THENCE NORTHWEST&Rt-Y, 432.59 FEET ALONG THE ARC Of' A CIRCULAR CURVE, CONCAYE
NORTHEASTERLY, HAVING A RADIUS OF 674.67 FEET, THROU~H A CENTRAL ANGLE OF 36'44'14"
ANO SEIIIGSUBTENO&O BY A CHORD WHICH BEARS N. 63'Cl'lB" ~., 425.22 FEST TO A ~INT
Of' COMPOUND CURVATURE, TNtNCE NORTNW&STERLY, ~3.95 FEET ALONG THE ARC Of' A CIRCULAR
CURVE, CONCAVE NORTHEASTERLY, lIAVING A AAO'IUS OF 262.10. FJ;:ET, THROUGH A CENTML
AIIGLE Of 13'57'25" AND BEING SUBTEIIDED BY A CHORO IIHICK BllARS N. 37'40.'28" II.,
63.69 reET TO A POINT oi" COMPOUND CURVATURE, THENCE NORTHERLY, 54. 32 FEET' ALONG THE
ARC Of' A CIRCULAR ClJIlVE, CONCAVE EASTERLY, HAVING A RADIUS or 30.00 f'J::ET, THROUGH II
CENTRAL ANGLE OF 103'44'52" AlID BEING SUBTENO&D BY A CHORD WHICH BEARS N. 21'10'40"
E., 47.20 FEET TO A I'OINT Of' liEVERSr.: CURVATURE: THENCE EASTERI.Y, 24.27 FEe:T ALONG
rIl& ARC Of' A CIRCULAR CURVE, CONCAVE NORTHERl.Y, HAVING A RADIUS OF 1,096,36 FE&T,
THROUGH A CENTRAL AHGL& Of 01'16'06" AND BEING SUST&NUEO SY II CHOBD WHICH BEARS N.
72'25'03" I!:" 24.27 FEET TO A POIII'l' OF TAlIGENC't/ THENCE N. 71'41'00." &,,' 93.57 FE&'i'
TO A POINT Of' CURVATURE; THENCE: NORTH&A...'7&Rt.Y, 211. 35 f',&ET ALONG THE ARC OF A
CIRCULAR CUIWS, CONCAVE NORTHNe:STERLY, HAYING A MOIUS or 40.9.62 FEii:'l', THROUGII A
CENTRAL ANGLE OF 29'3B'C5" AND BEING SUBTENOe:D BY A CHORO IIHICH BEIIRS N. 56'57'58"
E., .0.9.0.0 Ii'&ET TO A POINT Of REVERSE CURVATURE, THENCE EASTERLY, 76.e3 F&&T ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVe: SOUTHe:RLY, HAVIIIG A RADIUS or 40.,0.0 fEET,
THROUGH A CENTRAl. ANGLE OF 110.'0.3'24" AND B&ING SUBT&NOED BY A CHORD WHICH B&ARS S.
62'(9'23" &., 65,55 FtET TO A POINT OF REVERS& CURVA~UR~; THENce NORTHEASTERLY,
642.~S Ff.:eT ALONG THE lIRe OE' A CIRCULAR CURVE, CONCAVE NORTHW&STERLY, HAVING A
RADIus 0.. 170.00 fEET, THROUGH A CENTRAL ANGLe: Of' 216'32'19" AND SEING SUBTENDED BY
A CHORD IIHICH BEARS N. 43'56'10" E., 322.66 f'eET TO II POINT OF TANGEIICY; THENCE N.
64'20.'00" W., 121.79 F&ET TO ,A POINT OF CURVATURE; THENCE NORTHERLY, 60.27 FEET
ALONG TilE ARC or A CIRCULAR CURVE, CONCAVE EASTERLY, HAVING A R.~DIUS or 40.00 FEET',
THROUGH A CENTRAL ANGl.& OF 86'20.' 0.0" ANI) BEING SUBT&NOEO BY A CHORO WHICH Be:Al\S N.
21'10'0.0" II., 54,73 FEET TO A ~OINT OE' TANG&NCY, THENCE N. 22'0.0'0.0" E., 41,79 FEET
TO A POII'T Oli' CURVATUR!, THENCE WESTERLY, 653.1.1 FEET ALONG THE IIRC 0. A CIRCULAR
CURV&, CONCAVe; SQlJTHERLY, HAVING A RAOIUS Of 170,0.0 fEET, THRDUGH A C&NTRAL ANGL&
or 220'0.7'09" ANO BEIIIG SUBTENOED BY A CHORD WHICH BEARS N. 8B'o.3'34" W., 319.37
FEET TO A NON-TANGgNTIAL loINS; TlfF-NCE S. 22'00.'00" W., 155.46 E'E&T TO II POINT or
CUllVATtm.E, THe:NCE SOUTHweSTERLY, 94.3B FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NORTHWESTERLY, HAVIIIG II RAOIUS OF 10.6.62 fEET, THROUGH A CENTRAL ANGLE OF
19'47'00." AND BEING SUBTENO&O 8Y A CIIORO WHICH BEARS S. 46"53'30" II" 91.43 fEET TO
A POINT OF TANGENCY; THE:NCE S. 71' 4 7' 00" If., 44.52 E'EET TO A POINT OF CURVATURE,
THJ::NCE NORTHWESTERLY, BO,16 E'EET ALONG THE ARC OF A CIRCULAR CURVE, CONCllve
NORTHEASre:RLY, HAVING II RADIUS or 45.0.0 fEET, THROUGH A CENTRAL ANGLE OF 102'0.3'50"
AND BEING SUBTENDED BY II CHORD WHICH BEARS N. 57'11'05" 1'1., 69.97 FEET TO A POINT
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OR: 3823 PG: 0922
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E)mlBlT "A" 16 At
~.I!'>:
SHEET 9 OF 12
A VESMT2004-AR5649
RHODES & RHODESLAND SURVEYING, '/Na
JOHN 8CO'n' Il/fOD6S, P.8N. 'l'HOMA$Jt.lUiO.DJfS. P.8.M
UI01lAJ1./OWJ.l/I..VlJ."1 I'i.U'LBS. FUJR1DA 3mO
P/IONBfMlJlIIHmJ FAX C13rJJ611H681
DRAINAGE AND ~INTENANCE EASEMENT (CONTINUEDI
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01" TANGENCY; THENCE N. 06'O~'10" ,,~, 68.16 FEET TO,A POINT OF CURVATURE, THENCE
NORTHER~Y, 486.36 FEET ALONG THE ARC or II CIRCU~R CURVE, CONCAVE WESTERLY, HAVING
A RADIUS OF 1,261,09 FEET, THROUGH A CENTRAL ~IGLE OF 22.05'50' AND BEING SUBTENDED
BY A CHOaD WHICH B~RS N. 1'.12'05" N., 483.36 tEET TO A FOINT or REVERSE
CURVATURE:, THE:NCE NORTHWESTR:RLY, 94.99 FEET ALONG THE ARC OF A CIRCULAR CURVE,
CONCAVE NOliTHEASTERLY, HAVING A RADIUS OF 824.06 FEtT, THROUGH A CENTRAL ANGLE OE'
06.36'16" AND 8EING SUBTENDEO BY A CHORD WHICH Bl::ARS N, 24"56'52" W., 94.93 FEET TO
Ii FOINT ON A ,NON-TANGENTIAL Cl1P.VE; THENCE NORTHEASTE:RLY, 97. 35 _I"EET ALONG THE ARC
OF A CIRCULAR CURVE, CO!lC.AVE: 500T/lEASTERLY, If/WING A RADIUS OF 51.38 nET, THROUGH
A CENTRAL ANGLE or 108.33'47" AND BEING SUBTENDEO BY A CHORD WHICIf BEARS N.
32.29'17" E.. 83.43 tEET TO A FOINT Of' TANGENCY; THENCE N. 86.46'10' E., 73.35 !"EET
TO A POINT ON A NON-TANGENTrAL COR"E:; THE:NCE NORTHF;RLY, 700.38 FEE:T ALONG THE ARC
OF' A CIRCULI\l\ Cl1P."E,' CONCAVE W!:STERLY., HI\V!NG A RAOIUS OF 170.00 FEET, THROUGH A
CE:NTRAL ANGL.!: OF' 236"03'08- ANO BEING SUBTENDEO BY A CHORO WHICH BEARS N. 03'tl'03"
W., 300.13 FEIl:T TO A NON-TANGENTtAL LINE; TH&:~CI!: S. 86.51'32" Woo 73.37 rEET TO A
POINT or -CURVATURE, THENCE NORTHNESTJ;;RLY, 126.49 FEET ALONG THE ARC or A CIl\CULAR'
CURVE:, CONCAVE NORTHEJlSTE:RLY, IIllVXNG A RADIUS OF 70.00 FEE:T, THROOGH ,A CENTRAL
ANGLE: OF 103.32'10" AND, BEING SUBTENDED BY A CHOaD IIRXCH BJ!:IlRS 'N. 41'22'23- II.,
109.97 FEE'l' TO A POXNT OF COllroUND Cl1P.vATURE, THENCE NORTHeRLY, 238.80 FEE:'T ALONG
THE ARC OF A CIRCULAR CURVE, CONCAVE EASTERLY, KAVlNG A MOWS OF 824.00 FEeT,
THROUGH A CENTRAL ANGI.E: OF 16'36'17" ,AND BtING SUBTENDE:D BY A CHORD IIHICIl BEARS N.
18'41'51" E., 237.97 FE:ET 1'0 A POINT OF TANGENCY; THENCE N, 26'59'59- E., 34.17
FE:E:'I' TO A POX liT Of' CURVAtURE, THENCE: 1I0RTHERLY, 84,39 FE:E:T ALONG THE: ARC OF A
CIRCU~R CUIlVE, CONCAVE: WESTERLY, KAVI1/G A RADIUS Of' 422,67 FEET, THROUGH A CENTRAL
ANGLE OF U'26'23" AND BtItlG SUBTENDEO BY A CHORD IIHICH BEARS N. 21.16'48" E.,
84.25 FEET'TO A POINT OF REVERSE CURVATURE; THENCE NOR'l'HEASTERLY, 69.54 FEET ALOIIG
THE ARC OF A CIRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 55.00 fEET,
THROUGH A CENTRAL ANGLE OF 72'26'24" AND BEING SUBTENDED BY A CHORD WHICH BJ!:IlRS N.
51'46'48" E., 65.00 FEET TO A POINT OF TANGENCY; 'l'IIENCE N. 98'00'00" E., 112.13
FEET TO A POINT or CURVATURE; TIIENCE SOUTHEASTERLY, 340.36 FEET ALONG THE ARC OF A
CIRCULAR CURVE, CONCJlVES0t1THWE5TERLY, HAVING A MOroS OF 2~2. 54 FEET, THP,OUGK A
CENTRAL ANGLE OF 90'24'Uw AND BEING SUSTEI'IDED BY A CHORD WHICH BEARS S. 51.47'5~"
E., 313.11 FtET TO A POINT OF TANGENCY: THENCE S. 11'35'48" E., 150.00 FEET, TO A
~OI~ or CURVATURE; THENCE SOUTH&ASTERLY, 71Z.9S fEET AtollG THE ARC OF A CIRCU~R
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS Of 507.21 FEET, THROUGH A ceNTRAL
ANGLE OF 80"32'08" AND BEING SUBTENDED BY A CIIORtl WHICH SEARS S_ 51'51'53" E.,
655,69 FEET TO A FOINT OF TANGENCY; THENCE N. 87"5Z'03" E., 196,25 FEET TO A POINT
or CURVATURE; THEIICE SOUTHEASTERLY, 59.07 FEET ALONG THE ARC Of' A CIRCU~R CURVE.
CONC/IVE SOUTH,WESTE:RLY, HAVIIIG A AAOIUS OE' 25.00 FE&T, THROUGH A CENTRAL ANGLE OF'
13S.2Z'57" AND BEING SU8TENDED BY A CHORD IIKICR BEARS S, 24.25'28" 1;., 46.26 FEET
TO A ~OINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, 174.25 FEET ALONG THE ARC Of
A CIRCU~R CURVE. CONCAVE SOUTHEASTERLY, HAVING A RADIUS ,or 676.89 FEET, THROUG~ A
CENTRAL ANGLE OF 14'45'00" AND BEING SUBTtNOED SY A CHORD WHICH BEARS S. 3~'5Z'30'
w.. 173.77 FEET TO A POINT OF TANGENCY: THENCE S. 28'30'00" W., 60,00 FEET TO A
FOINT or CURVATURE; THENCE SOUTHERLY, 194.21 FE;.T ALONG THE ARC OF A CJRCULAR
CURVE, CONCAVE EASTtRLY, HAVING A RADIUS OE' 367,03 FEET, THROUGH A CENTRAL ANGLt OF
30.19'OZ" AND BEING SUBTENOEtl 8Y A CHORD WHICH B!:ARS S. 1.3"20'Z~" W., 191.95 FEY..T
,TO A POINT ON A NON-TANGENTIAL CURVE; THENCE F.ASTERLY, 700.64 fEET ALONG THE ARC OF
A CII\CU~R CUllv!:, CONCAV!: NORTHERLY, HAVXNG A RADIUS OF '170.00 ftET, THROUGH A
CENTRAL ANGLl': OF 236'08'21" AND BE,I:NG SUB1'ENOEO BY A CHORO WHICH BEARS N. 88.00'15"
E., 300.01 FEET TO A P,OINT ON A NON-TANGENTIAl. CURVE; T"~NCE NORTIIEIlLY, 3L&3 FEE~'
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~OR: 3823 PG: 0923 /
16A1
EXHIBIT "A"
SHEET 10 OF 12
A VESMT2004,AR5649
RHODES &- RHODES LANDSURVEYING, !No.
JOJ1N scorr 1l/IODIJ8, p.aN. 'l'HOIIA8a RHODES, P.B.M.
UItlJUlLII6ADBLVD.", ~ n.oR/DA.34l1/1
pHONE (I8IJ 693"IJfj1(J FAX _ /J6H681
DRAINAGE ""D MAINtENIINCE EASEMENT, (CONTINUED I
""
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ALONG THE ARC Dr A CIRCU~ CURV6, CONCAVi EASTERL~. HAVING A RADIUS, OF 67.03 feET,
THaDUGH A CENTRAL ANGLE OF 29'31'01" AND BEING SUBTENDED BY II CHO~D WHICH B~RS N.
13'44'29" E.. 34.15 fEeT TO A POIN'!' OF.' TANGtNCY; THENCE",N. 28'30'OQ" E., 60.00 FE&T
TO 1\ POIN'\' OF CU~VATU~t; THENCE: NORTHE:ASTEIlLY, 69.16 ftET ALONG THE ARC OF A
CIlU;ULAR CU~VE, COIICIWE SOUT~EASTEIlLY, HAVING A RADIUS Of' 376.66 !fEET. THROUG~ A
CENTRAL AIlGLe OF 10'30'49" AND 8EING SUBTENDED BY A CHORD WHICH SEARS N. 33"45'25"
E., 69,06 fEET TO II POINT OF COMPOUND CURVIITURE; THENCE EASTERLY, 47.31 FEET ALONG
THE ARC OF A CIRCOLAR CURVE. CONCAVE SOUTHERLY, HAVING II RADIUS OF 30.00 FEE'l',
TllaDUGH A CENT RIlL ANGLE OF 90'21'19' AND BEING SUBTENDEo' BY A CHORP KIIICH BEARS N.
84"11'29" E.. 42.56 FEET TO A ~OINT OF REVERSE CU~VATURE/ THENCE EASTERLY, 45D.76
rE6T ,ALONG THE ARC or A CIRCULAR CURVE, CONCAVE NORTH6RL~. HAVING A RIIDIUS OF
663,72 FEET, THROUG/l II CENTRAL ANGLE 011' 38'54 '41" AND B&~NG SUBTmDED BY A CHORD
WH~CH BEARS S. 10'05'13" E., 442.14 F&ET to II POINT OF REVERSE' CURVATURE/ 'IHENCE
SOUTHEASTe:R~Y, 38.47 tEET ALONG THE ARC 011' A CIRCULAR CURVE,'CONCAVE SOUTHKESTERLY,
HAVING ,A RIIDIOSOr 30.00 fEEt. 'l'HROUGH A Cl!;"''l'RIIL AllGLE 01' 73"2S'42" ANP BEING
SUB'!'ENPSo BY A CHORD HIIlcN IlE:ARS S. ,52'~6'12" E., 35.89 ~.&e:T TO A PO~NT Oi' REVERSE
CUltVATURI!:/THE:NCE SOUTHERLY, 160.10 FEET ALONG TilE: ARC OF A Cli>.CULARCURVE, CONCAVIi:
EAST!:1lLY, HAVING A MDIUS 011' 1.802.65 F66T, THROUGH A CENTRAL ANGL6 Of' 05"05"20.
ANO BtlNG SUBTEN060 BY A CHORD WNICH BEARS S, 18"36'31" e:." 160.05 fEET TO I\. PO~NT
or TANG6NCY, THENCE S. 21"09'10" E., 50.55 FEET TO A POINTOi' CURVATURE; THENCe:
SOUTI\&1lLY, 165.48 fEET Ar./lNG THE AIlC OF A CIRCULAR CURV6, CONC/We: WESTERLY, HAVING
A RADIUS OF 72' .13 1'6&T, THROUGH A CE:NTRIIL /\IIGr.E OF 13'04' 58". ANoBEIIIG SUBTENDIl:D
BY A CHORD IIHICR BEARS S. 14'36'42" E.. 165.12 FEE'I '1'0 A POINT OF COHPOUND
CURVATURE; THENCE SOUTHlIESTERLY, 61.16 FE!:T ALONG THE ARCOl' A CXRCULAR CURV6,
CONCAVE NORTHWESTERLY. HAVIIIG A RADIUS OF' 40;00 FEET, THROUGH' II C~NTRAL ANGLE or
116"15'23" AND SEING SUBTENOEO BY II CaORD WH~CH BEARS S. 50'03'28" W., 67.94 FEET
TO II POINT OF COMPOUND CURVATURE, THENCE NOR'l'HWEST&RLY, 82.10 FEET ALONG THE ARC Of
A CIRCULAR CURVE, CONCAVE I'IORTHE:AS'rEIlLY, HAVING ,A RIIDIUS OF 236.33 meT ,THll.OOGH A
CENTRAL AN~tE or 20'03'00' AND BEING SUB'l'&NPED B~ A CHOIlD KHICH BEARS N. 61"41'21'
'1'1., 82.28 FEET '1'0 A ?aXIIT ON A NON-TANGENTIAl. CURVE; THe:NCE .sOUTHPlESTERLY, 651.92
FEET ALONG THE ARC Of A C1RCULAIl CURVE, CONCAVE SOOTHEAS'l'ERL~. HAVING A RADIUS Ok"
170.00 fEE'l', THROUGH A CENTRAL ANGLE OF 219'43'08" AND BEXNG SUSTENDED sr ACHORD
PlHICH BEARS S. 53"29'34" If., 3I~.78 F'&E:T TO A ~OINT OF TANGENcY; THENCE S.
56'22'00" E., 127.60 fEET TO A ~OtNT OF CURVATUIlE, THENCE EASTERLY. 255.63 FEE'!'
ALONG THE ARC or A CIRCU~ CURVE. CONCAV6 NORTHERLY, HAVING A RIIDI0S OF 536.33
FEET. THROUG~ A CENT~ ANGLE Of 27'18 '29" AND BEING SUBTEND&D BY A CliOI'D !fHICH
BE.ARS S. 70'01'15" E.. 253.21 I'6ET TO A POINT OF REVERS6 CURVATURE; THENCE
SOUTHEASTJ;:RLY. 59.71 FEET' ALONG TilE ARC OF ... C1RCU~ CURVE, CONCAVE SOUTHWESTERLY,
HAVING A AAC~US ,OF 40.00 FEET. 'l'RROUGH A' CENTRAL ANGLE OF 65"31'18" AND BEING
SUBT&NPED B\' A' CHORD WHICH BEAllS S. 40"54'50. /1:., 54.32 FEET TO A ~OINT 01'
T/\IIGENCY/ THENCE S. 01"50'49" II,. 81,76 FEET TO A POINT Of CURVATllRE; THENCE
SOUTHIlj;STE:IILY., 186.50 fEn ALONG THE ARC Of A CIRCULAR CURVE, CONCAVE
NORTHwESTERLY, HAVING, A RADIUS OF 120.00 FEET, THROllGH A CENTRAL ANGLE OF 90"00'00"
AND BEING SUBTENDEO BY A CHORD WHICH BEARS S. 46'50'49" W., 169.71 rEn TO A POtN'l'
OF TANGENCY, THENCE N. 66"09'U" If.. 475.00 fEET TO A POINT OF CU/lVATfJRE; T/lENCE
NORTHWESTERLY, 62,83 FEET ALONG THE ARC OF A CIRCULAR CURVE, CONCAVE HORTHEAS'l'ERLY,
HAVING II RADIUS OF 40.00 I'tET, THROUGH II CENTRAL ANGLE OF 90'00'00' AND BErNG
SUSTENPED B~ A CHORD IIHICH 8EARS N. 43'09'11" II.. 56.51 F&&T TO A POINT OF
TANGENCY; THENCE N. 01"50'49" E., 132.46 FEET 'l'0 II POINT ON A NON-TANGENTIAL CURVE;
THj;NCe WESTERLY, 653.11 fEET ALONG TH6 ARC OF A CIRCU~ CURVE, CONCAVE SOUTHERLY,
HAVING A RAPIuS OF 170.00 fEET, '1:HROUGH A CENTRAL ANGLE OF 220'01' 09" !\ND BEING
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EXHIBIT "A"
SHEET II OF 12
A VESMT2004-AR5649
RHODES ci RHODES LAND srmVJJJiING,INa
J()JIN8Cf}17' /lllODI!I8, P.8.M. 1'1IOMA8J1J.1litoD8s. P.8.M.
1440IfA/LR1!III.DBl.YD.t11 ~~!1ilJlJ
PHON8C11iJ6S31J6'/fJ FAXfI!19)~l
O~IN~GE AND MAINTENRNCE EAStHENT (~NTINUSDI
SUBTEl'iDED ,B\,' A CHORD WHICH BEARS N. 68"05:36" 1'1.,' 319.37 FttT TO A POINT OF
TANG,&IICi,;'l'HCNCE S, 01"50' 4~" 1'1., 242.,00 FEET TO 1'/ reINT OF ~ltVATUI\E; THENCE
SOUTHWESTEI\L\,', 62.83rE~T ALONG THE ARC or A CI~ULAR !CURVE, CPNCAVE NORTHWESTER~"'.
HAVING A ~OIUS or 40.00 FE&'I', TflROUGIl A 'CENTMh)lrIG~EOrl 90.QO'OO" '/\NO BEING
SUBTENOtO B\,' A CHORD WHICH BEARS S. 4 S.50"4,g-<-"w;:;:" '!;'s.S7'rEETTO A" POIN'!' or
TAP/GENCr; TRENCE N. 88"09'11" If.. 310.00 FEET '1'0 It POINT Of' CURVATURE; TH&NCE
WESTERLY, 19.63 rEET ALONG THE ARC or A CIRCULAR CUIIV&, CONCAvt NORTHEII~Y, HAVING A
RADIUS OF 614.61 ~ET, THROUGH A CENTRA~ ANGLE OF 06'45'46" AND BEING SUBTENOEO BY
A CHORD WHICH BE~RS N. 84.46'18" N., 19.59 FEET TO THEI POINT ,or BEGINNING.
CONTAINING 1,774,864 SQUARE FEET OR 40.15 ACRES, HORr. PR LtSr'
'SllBJItCT TO J;:I\SEMJl:IITS, IItsTIIIC'l"IONS lIND/OR RESEIIVATIONS: Oil RicoRD.
,
BEAlUNGS' SKOIIN HEREON REFER TO TilE SOUT-HEASTERI.Y 'LIIIE OF LOT;.39, SLOC/< "A",
VALENCIA Ll\IIBS - i'HASE 3-A" AS,BEIIIGS. OS.39'43.' if.
i
RHODES &RHODBS LAND SURVEYING,INC.
FLORIDA BUSINESS AumORIZATION NO. LB 6897
~~ /l1..,,-. I/-Sfff-
IDJIS E. RhIJlks, Sr.
Protessional S\II'VC)'llf,ami Mapper
StaIB ofFlori,da, Ucense NUlllber 05854
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER
RatR FILE NO.2000-IIOIREV
DATE: "- /1- " 1
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