HomeMy WebLinkAbout2023-0463120230038078
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
RESOLUTION 2023- 041 DIAN RIVER COUNTY FL
BK: 3638 PG: 2269 Page 1 of 18 7/26/2023 2:55 PM
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF
INDIAN RIVER COUNTY, FLORIDA, PROVIDING FOR THE CLOSING,
ABANDONMENT, VACATION AND DISCONTINUANCE OF A PUBLIC
ACCESS EASEMENT LOCATED IN INDIAN RIVER COUNTY, FLORIDA.
WHEREAS, Indian River County originally received a duly executed and documented
petition from Pulte Homes Company, LLC, requesting that the County close, vacate, abandon,
discontinue, renounce and disclaim any right, title and interest of the County and the public in and
of the public access easement described in the Official Records of Indian River County, Book
2067, Page 1140 located in Indian River County, Florida.; and
WHEREAS, in accordance with Florida Statutes 336.10, notice of a public hearing to
consider said petition was duly published; and
WHEREAS, after consideration of the petition, supporting documents, staff investigation
and report, and testimony of all those interested and present, the Board finds that the subject public
access easement is not necessary for continuity of the County's street and thoroughfare network,
and does not provide exclusive access to any private property.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA that:
1. All right, title and interest of the County and the public in and to that certain right-of-way
segment more particularly described as follows:
A PUBLIC ACCESS EASEMENT OVER A PORTION OF SECTIONS 28 AND 33.
TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA,
SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF GOVERNMENT LOT 6,
SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY,
FLORIDA; SAID POINT BEING THE POINT OF BEGINNING; THENCE RUN N
00020'28"W ALONG THE WEST LINE OF THE AFORESAID GOVERNMENT LOT
6 A DISTANCE OF 44.32 FEET; THENCE LEAVING THE AFORESAID WEST LINE
OF THE AFORESAID GOVERNMENT LOT 6 RUN N 44°46'01 "E A DISTANCE OF
143.58 FEET; THENCE CONTINUE N 44'46'01"E A DISTANCE OF 398.18 FEET TO
A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 115.00
FEET THRU A CENTRAL ANGLE OF 22023.11 AND RUN AN ARC DISTANCE OF
44.93 FEET; THENCE RUN N 67°09'12"E A DISTANCE OF 24.87 FEET TO A POINT
ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 23.00 FEET THRU
A CENTRAL ANGLE OF 89046'18" AND RUN AN ARC DISTANCE OF 36.04 FEET
TO A POINT ON A REVERSE CURVATURE TO THE RIGHT HAVING A RADIUS
OF 1053.00 FEET THRU A CENTRAL ANGLE OF 05009'01" AND RUN AN ARC
DISTANCE OF 94.65 FEET: THENCE RUN N 17°28'05"W A DISTANCE OF 51.72
FEET: THENCE RUN N 22016'54"W A DISTANCE OF 95.34 FEET: THENCE RUN N
17028'05"W A DISTANCE OF 17.46 FEET TO A POINT ON A CURVE CONCAVE TO
THE LEFT HAVING A RADIUS OF 239.00 FEET THRU A CENTRAL ANGLE OF
RESOLUTION 2023- 046
25013'02" AND RUN AN ARC DISTANCE OF 105.19 FEET: THENCE RUN
N42041'07"W A DISTANCE OF 127.46 FEET TO INTERSECT WITH THE
SOUTHERN RIGHT-OF-WAY LINE OF COUNTY ROAD 510: THENCE RUN ON A
NON -TANGENT CURVATURE CONCAVE TO THE RIGHT HAVING A CHORD
BEARING OF N46028'25"E HAVING A RADIUS OF 2824.80 FEET THRU A
CENTRAL ANGLE OF 02013'53" AND RUN AN ARC DISTANCE OF 110.02 FEET;
THENCE RUN S42041'07"E AND LEAVING THE AFORESAID SOUTHERN RIGHT-
OF-WAY LINE OF COUNTY ROAD 510. A DISTANCE OF 129.08 FEET TO A
CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 349.00 FEET THRU A
CENTRAL ANGLE OF 25013'02" AND RUN AN ARC DISTANCE OF 153.60 FEET:
THENCE RUN S17028'05"E A DISTANCE OF 70.97 FEET: THENCE RUN
S12035'20"E A DISTANCE OF 94.05 FEET TO A POINT ON A CURVE CONCAVE
TO THE LEFT HAVING A RADIUS OF 959.00 FEET THRU A CENTRAL ANGLE OF
05007'12" AND RUN AN ARC DISTANCE OF 85.69 FEET: THENCE RUN
S22050'48"E A DISTANCE OF 68.71 FEET: THENCE RUN S67009'12"W A
DISTANCE OF 147.80 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT
HAVING A RADIUS OF 35.00 FEET THRU CENTRAL ANGLE OF 22°23'11" AND
RUN AN ARC DISTANCE OF 13.68 FEET: THENCE RUN S44046'01 "W A
DISTANCE OF 404.12 FEET: THENCE CONTINUE S44°46'01 "W A DISTANCE OF
79.95 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A
RADIUS OF 138.00 FEET THRU A CENTRAL ANGLE OF 44056'53" AND RUN AN
ARC DISTANCE OF 108.26 FEET: THENCE RUN S00010'52"E A DISTANCE OF
397.88 FEET: THENCE CONTINUE S00°10'52"E A DISTANCE OF 462.27 FEET TO
A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 180.00
FEET THRU A CENTRAL ANGLE OF 15029'16" AND RUN AN ARC DISTANCE OF
48.66 FEET: THENCE RUN S15018'23"W A DISTANCE OF 21.83 FEET TO A POINT
ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 140.76 FEET
THRU A CENTRAL ANGLE OF 47025'29" AND RUN AN ARC DISTANCE OF 116.51
FEET: THENCE RUN S32°07'06"E A DISTANCE OF 194.22 FEET TO A POINT ON
A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 80.00 FEET THRU A
CENTRAL ANGLE OF 40041'14" AND RUN AN ARC DISTANCE OF 56.81 FEET:
THENCE RUN S72048'20"E A DISTANCE OF 26.08 FEET TO A POINT ON A CURVE
CONCAVE TO THE RIGHT HAVING A RADIUS OF 135.00 FEET THRU A
CENTRAL ANGLE OF 25018'24" AND RUN AN ARC LENGTH OF 59.63 FEET TO A
POINT ON A COMPOUND CURVE CONCAVE TO THE RIGHT HAVING A RADIUS
OF 425.00 FEET THRU A CENTRAL ANGLE OF 04000'46" AND RUN AN ARC
DISTANCE OF 29.77 FEET: THENCE RUN S43029'1 0"E A DISTANCE OF 74.35 FEET
TO A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF
420.82 FEET WITH A CENTRAL ANGLE OF 20042'38" AND RUN AN ARC
DISTANCE OF 152.11 FEET: THENCE RUN S 19027'03"E A DISTANCE OF 56.66
FEET TO A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS
OF 120.00 FEET THRU A CENTRAL ANGLE OF 28029'28" AND RUN AN ARC
DISTANCE OF 59.67 FEET: THENCE RUN S09002'25"'W A DISTANCE OF 38.50
FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS
OF 80.00 FEET THRU A CENTRAL ANGLE OF 39038'22" AND RUN AN ARC
DISTANCE OF 55.35 FEET: THENCE RUN S30021'36"E A DISTANCE OF 140.54
FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS
RESOLUTION 2023- 046
OF 140.00 FEET THRU A CENTRAL ANGLE OF 59031'08" AND RUN AN ARC
DISTANCE OF 145.43 FEET: THENCE RUN S89°39'20"E A DISTANCE OF 403.64
FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS
OF 80.00 FEET THRU A CENTRAL ANGLE OF 34011'00" AND RUN AN ARC
DISTANCE OF 47.73 FEET: THENCE RUN N56009'40"E A DISTANCE OF 15.47
FEET TO A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS
OF 150.00 FEET THRU A CENTRAL ANGLE OF 34008'18" AND RUN AN ARC
DISTANCE OF 89.37 FEET: THENCE RUN S89042'02"E A DISTANCE OF 115.10
FEET: THENCE RUN S00003'18"W A DISTANCE OF 18.46 FEET TO A POINT ON A
CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 33.50 FEET THRU A
CENTRAL ANGLE OF 29041'37" AND RUN AN ARC DISTANCE OF 17.36 FEET TO
A POINT ON A REVERSE CURVATURE TO THE CONCAVE TO THE LEFT
HAVING A RADIUS OF 38.00 FEET THRU A CENTRAL ANGLE OF 29042'35" AND
RUN AN ARC DISTANCE OF 19.70 FEET: THENCE RUN S00°00'53"E A DISTANCE
OF 34.47 FEET TO INTERSECT WITH THE NORTH RIGHT-OF-WAY LINE OF
82ND. STREET: THENCE RUN N89043'27"W ALONG THE AFORESAID NORTH
RIGHT-OF-WAY LINE OF 82ND STREET A DISTANCE OF 57.33 FEET TO A POINT
ON A NON -TANGENT CURVE CONCAVE TO THE LEFT WITH A CHORD
BEARING OF N13°24'38"W HAVING A RADIUS OF 20.90 FEET THRU A CENTRAL
ANGLE OF 142012'41 " AND RUN AN ARC DISTANCE OF 51.87 FEET: THENCE
RUN N89042'02"W A DISTANCE OF 51.22 FEET TO A POINT ON A CURVE
CONCAVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET THRU A CENTRAL
ANGLE OF 30058'53" AND RUN AN ARC DISTANCE OF 54.07 FEET: THENCE RUN
S59019'05"W A DISTANCE OF 11.52 FEET TO A POINT ON A CURVE CONCAVE
TO THE RIGHT HAVING A RADIUS OF 127.00 FEET THRU A CENTRAL ANGLE
OF 31001'35" AND RUN AN ARC DISTANCE OF 68.77 FEET TO INTERSECT WITH
THE AFORESAID NORTH RIGHT-OF-WAY LINE OF 82ND. STREET: THENCE
RUN N89039'20"W ALONG THE NORTH RIGHT-OF-WAY LINE OF 82ND. STREET
A DISTANCE OF 403.64 FEET TO A POINT ON A CURVE CONCAVE TO THE
RIGHT AND LEAVING THE AFORESAID NORTH RIGHT-OF-WAY LINE OF 82ND
STREET HAVING A RADIUS OF 180.00 FEET THRU A CENTRAL ANGLE OF
59031'08" AND RUN AN ARC DISTANCE OF 186.98 FEET: THENCE RUN
N30021'36"W A DISTANCE OF 140.54 FEET TO A POINT ON A CURVE CONCAVE
TO THE RIGHT HAVING A RADIUS OF 120.00 FEET THRU A CENTRAL ANGLE
OF 39038'22" AND RUN AN ARC DISTANCE OF 83.02 FEET: THENCE RUN
N09002'25"E A DISTANCE OF 17.54 FEET TO A POINT ON A CURVE CONCAVE
TO THE LEFT HAVING A RADIUS OF 80.00 FEET THRU A CENTRAL ANGLE OF
28029'28" AND RUN AN ARC DISTANCE OF 39.78 FEET: THENCE RUN
N19027'03"W A DISTANCE OF 75.08 FEET TO A POINT ON A CURVE CONCAVE
TO THE LEFT HAVING A RADIUS OF 365.00 FEET THRU A CENTRAL ANGLE OF
02057'17" AND RUN AN ARC DISTANCE OF 18.82 FEET TO A POINT ON A
COMPOUND CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 18.00 FEET
THRU A CENTRAL ANGLE OF 99007'19" AND RUN AN ARC DISTANCE OF 31.14
FEET: THENCE RUN S58° 28'20"W A DISTANCE OF 84.97 FEET TO INTERSECT
WITH THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO. 1: THENCE
RUN N3030'36"W ALONG THE AFORESAID EASTERLY RIGHT-OF-WAY LINE A
DISTANCE OF 74.24 FEET: THENCE RUN N58°22'46"E AND LEAVING THE
RESOLUTION 2023- 046
AFORESAID EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NO.1 A
DISTANCE OF 85.12 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT
HAVING A RADIUS OF 18.00 FEET THRU A CENTRAL ANGLE OF 101051'56" AND
RUN AN ARC DISTANCE OF 32.00 FEET: THENCE RUN N43029'10"W A
DISTANCE OF 69.18 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT
HAVING A RADIUS OF 375.00 FEET THRU A CENTRAL ANGLE OF 04000'46" AND
RUN AN ARC DISTANCE OF 26.26 FEET TO A POINT ON A COMPOUND
CURVATURE CONCAVE TO THE LEFT HAVING A RADIUS OF 85.00 FEET THRU
A CENTRAL ANGLE OF 25018'24" AND RUN AN ARC DISTANCE OF 37.54 FEET:
THENCE RUN N72048'20"W A DISTANCE OF 14.52 FEET TO A POINT ON A
CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET THRU A
CENTRAL ANGLE OF 40041'30" AND RUN AN ARC DISTANCE OF 85.22 FEET:
THENCE RUN N32006'50"W A DISTANCE OF 209.48 FEET TO A POINT ON A
CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 180.00 FEET THRU A
CENTRAL ANGLE OF 47025'15" AND RUN AN ARC DISTANCE OF 148.98 FEET:
THENCE RUN N15008'52"E A DISTANCE OF 38.98 FEET TO INTERSECT WITH
THE AFORESAID EASTERLY RIGHT-OF-WAY LINE OF 46TH AVENUE: THENCE
RUN N00°08'05 "W ALONG THE EASTERLY RIGHT-OF-WAY LINE A DISTANCE
OF 483.78 FEET: THENCE CONTINUE N00008'05"W A DISTANCE OF 441.34 FEET
TO THE POINT OF BEGINNING.
Lying and being in Indian River County, Florida, is hereby forever closed, abandoned,
renounced, disclaimed, and vacated (see attached Exhibit A).
2. The closing, vacation, and abandonment of this segment of public access easement is in
the best interests of the public.
3. Notice of the adoption of this resolution shall be forthwith published once within thirty
(30) days from the date of adoption hereof.
4. The Clerk is hereby directed to record this resolution together with the proofs of publication
required by Florida Statutes 336.10 in the Official Record Books of Indian River County
without undue delay.
5. A replacement public access easement will be recorded via a separate instrument.
The foregoing resolution was offered by Commissioner F 1 e s the r who moved
its adoption. The motion was seconded by Commissioner Loa r , and upon being put
to a vote, the vote was as follows:
Chairman Joseph H. Earman AYE
AYE
Vice Chairman Susan Adams
Commissioner Joseph E. Flescher
Commissioner Deryl Loar
AYE
AYE
Commissioner Laura Moss AYE
RESOLUTION 2023- 046
The Chairman thereupon declared the resolution duly passed and adopted this 11th � y,
of July , 2023. ; ,Go�jAtY coo%�.,
BOARD OF COUNTY COMMISSIONERS
INDIAN RIVER COUNTY, FLORIDA
Josepli
ATTEST: Ryan L. Butler, Clerk of Court and Comptroller
BY: `�J- �%� •C7t 1�-�-��
Deputy Clerk
State of Florida
County of Indian River
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in this State and
County to take acknowledgments, personally appeared 'T-erri Li-ster , and
Joseph H. Earman as Chairman of the Board of County Commissioners and Deputy Clerk,
respectively, to me known to be the persons described in and who executed the foregoing
instrument and they acknowledged before me that they executed the same.
WITNESS my hand and official seal in the County and State last aforesaid this lj___day of
Ju 1 v . 2023.
APPROVED AS TO LEGAL SUFFICIENCY
BY:
ylan Reingold, County Attorney
APPROVED AS TO PLANNING MATTERS
��" 9 rvblA--r-
Notary Public
�= KIMBERLYK MOIRANO
*c MY COMMISSIONS M 3db126
EXPIRES: Apri 9, 2027
BY:
)didrew Sobczak, Interim Community Development Department
1776294 RECORDED IN THE RECORDS OF JEFFREY K BARTON, CLERK CIRCUIT COURT INDIAN
RIVER CO FL, BK: 2067 PG: 1140, 08/14/2006 12:04 PM DOC STAMPS D $0.70
07/31/2006 14:81 7727783391
I t tC, I At tR I VERCOUr iTv
Paldrc Arrece fnranent
Drieror Day
mouldbo prc arilid #dto1 and Exhibit A
should he relumed to the
County Aftomey's O "
19493 25^ Strr At, Vcro Soecn, FL
PAGE 02/12
EASEMENT
This Grant of Easement, made and executed this L day of AVwf A.D., 2006,
by IHP INVESTMENT FUND III, L.P., a California limited partnership, 19800 MacArthur Blvd.,
Suite 700, Irvine, CA 92612, hereinafter called GRANTOR', to INDIAN RIVER COUNTY,
FLORIDA, a political subdivision of the State of Florida, whose address is 1840 25th Street, Vero
Beach, FL 32960, hereinafter called GRANTEE
*Whenever used herein the term GRANTOR and GRANTEE include all parties
to this instrument and their heirs, legal representatives, successors, and assigns.
WITNESSETH:
That GRANTOR for and in consideration of the sum of One Dollar and other consideration, receipt
of which is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey,
and confirm unto the GRANTEE an easement for ACCESS PURPOSES on, over, across, and
beneath the following described land, together with the right of reasonable ingress and egress
over and across the following described land as is necessary to the GRANTEE's use of the right
granted herein, situate in Indian River County, Florida, to -wit:
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
And GRANTOR hereby covenants with said GRANTEE that it is lawfully seized of the premises in
fee simple, and that it has good right and lawful authority to convey the easement established
hereby.
IN WITNESS WHEREOF, the GRANTOR has herein set its hand and seal the day and year first
above written.
Signed in the presence of:
sign
Witss
aeL
Primme: t� C D TLed naC t'.
Wi ess
Printed name: RU SIT L s tKO�
IHP INVESTMENT FUND 111, L.P.
a California Limited Partnership,
By - INSTITUTIONAL HOUSING PARTNERS
III, L.P., a California Limited Partnership,
its General Partner,
By — IHP CAPITAL PARTNERS a
Californiacorporation its�rtner
By
Name and title: D" R. 810mr
$«ini Via Plwwwd
Name and title: Katherine R. Russell
Vice President
BK: 2067 PG: 1141
STATE OF
)Ss.
COUNTY OF
The foreg,Qing instrument was acknowledged before me this day of Au ust, 2006, by
P ►C. g @ 11Jl- as Sal U! C c' /i e •F zDLx/iand .0 rdL LL as
11L,1- of IHP Capital Partners, a California corporation, General Partner of
Institutional Housing Partners III, L.P., a California limited partnership, General Partner of IHP
Investment Fund III, L.P., a California limited partnership, on behalf of the corporation and
partnerships, who is personally known to me or produced as
identification.
Notary Public
VIRGINIA W. BEAEXPIRES V(�( la
MY COMMISSIONSION EXPIRES
% ,vt Soptombor 16, 2006
BK: 2067 PG: 1142
LEGAL DESCRIPTION
A PUBLIC ACCESS EASEMENT OVER A PORTION OF SECTIONS 28 AND 33. TOWNSHIP 31 SOUTH.
RANGE 39 EAST. INDIAN RIVER COUNTY. FLORIDA SAID EASEMENT BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF GOVERNMENT LOT 6, SECTION 28, TOWNSHIP 31
SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY. FLORIDA: SAID POINT BEING THE POINT OF
BEGINNING: THENCE RUN N 00'20'28',W ALONG THE WEST LINE OF THE AFORESAID GOVERNMENT LOT
6 A DISTANCE OF 44.32 FEET: THENCE LEAVING THE AFORESAID WEST LINE OF THE AFORESAID
GOVERNMENT LOT 6 RUN N 44'46'01"E A DISTANCE OF 143.58 FEET: THENCE CONTINUE
N 44'46'01"E A DISTANCE OF 398.18 FEET TO A POINT ON A CURVE CONCAVE TO THE RIGHT
HAVING A RADIUS OF 115.00 FEET THRU A CENTRAL ANGLE OF 22'23'11 AND RUN AN ARC
DISTANCE OF 44.93 FEET: THENCE RUN N 67'0912"E A DISTANCE OF 24.87 FEET TO A POINT ON A
CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 23.00 FEET THRU A CENTRAL ANGLE OF
89'46'18" AND RUN AN ARC DISTANCE OF 36.04 FEET TO A POINT ON A REVERSE CURVATURE TO
THE RIGHT HAVING A RADIUS OF 1053.00 FEET THRU A CENTRAL ANGLE OF 05'09'01" AND RUN
AN ARC DISTANCE OF 94.65 FEET: THENCE RUN N 17'28'05"W A DISTANCE OF 51.72 FEET: THENCE
RUN N 22'16'54"W A DISTANCE OF 95.34 FEET: THENCE RUN N 17'28'05"W A DISTANCE OF 17.46
FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 239.00 FEET THRU A
CENTRAL ANGLE OF 25'13'02" AND RUN AN ARC DISTANCE OF 105.19 FEET: THENCE RUN
N42'41'07"W A DISTANCE OF 127.46 FEET TO INTERSECT WITH THE SOUTHERN RIGHT OF -WAY LINE
OF COUNTY ROAD 510: THENCE RUN ON A NON -TANGENT CURVATURE CONCAVE TO THE RIGHT
HAVING A CHORD BEARING OF N46'28'25"E HAVING A RADIUS OF 2824.80 FEET THRU A CENTRAL
ANGLE OF 02'1353" AND RUN AN ARC DISTANCE OF 110.02 FEET: THENCE RUN S42'41'07" E AND
LEAVING THE AFORESAID SOUTHERN RIGHT-OF-WAY LINE OF COUNTY ROAD 510. A DISTANCE OF
129.08 FEET TO A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 349.00 FEET THRU A
CENTRAL ANGLE OF 25'13'02" AND RUN AN ARC DISTANCE OF 153.60 FEET: THENCE RUN
S17'28'05"E A DISTANCE OF 70.97 FEET: THENCE RUN S12*35'20"E A DISTANCE OF 94.05 FEET TO
A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 959.00 FEET THRU A CENTRAL
ANGLE OF 05'0712" AND RUN AN ARC DISTANCE OF 85.69 FEET: THENCE RUN S22'50'48"E A
DISTANCE OF 68.71 FEET: THENCE RUN S67'09'12"W A DISTANCE OF 147.80 FEET TO A POINT ON
A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 35.00 FEET THRU CENTRAL ANGLE OF
22'23'11" AND RUN AN ARC DISTANCE OF 13.68 FEET: THENCE RUN S44'46'oi"W A DISTANCE OF
404.12 FEET: THENCE CONTINUE S44'46'01"W A DISTANCE OF 79.95 FEET TO A POINT ON A
CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 138.00 FEET THRU A CENTRAL ANGLE OF
44'56'53" AND RUN AN ARC DISTANCE OF 108.26 FEET: THENCE RUN SOO'10'52"E A DISTANCE OF
397.88 FEET: THENCE CONTINUE SOO.10'52"E A DISTANCE OF 462.27 FEET TO A POINT ON A
CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF I80.00 FEET THRU A CENTRAL ANGLE OF
15'29'16" AND RUN AN ARC DISTANCE OF 48.66 FEET: THENCE RUN S15'18'23"W A DISTANCE OF
21.83 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 140.76 FEET
THRU A CENTRAL ANGLE OF 47'25'29" AND RUN AN ARC DISTANCE OF 116.51 FEET: THENCE RUN
S32'07'06"E A DISTANCE OF 194.22 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING
A RADIUS OF 80.00 FEET THRU A CENTRAL ANGLE OF 40'41'14" AND RUN AN ARC DISTANCE OF
56.81 FEET: THENCE RUN S72'48'20"E A DISTANCE OF 26.08 FEET TO A POINT ON A CURVE
CONCAVE TO THE RIGHT HAVING A RADIUS OF 135.00 FEET THRU A CENTRAL ANGLE OF 25'18'24"
AND RUN AN ARC LENGTH OF 59.63 FEET TO A POINT ON A COMPOUND CURVE CONCAVE TO THE
RIGHT HAVING A RADIUS OF 425.00 FEET THRU A CENTRAL ANGLE OF 04'00'46" AND RUN AN ARC
DISTANCE OF 29.77 FEET: THENCE RUN S43'29'10"E A DISTANCE OF 74.35 FEET TO A POINT ON A
CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 420.82 FEET WITH A CENTRAL ANGLE OF
20'42'38" AND RUN AN ARC DISTANCE OF 152.11 FEET: THENCE RUN S 19'27'03"E A DISTANCE
OF 56.66 FEET TO A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 120.00
FEET THRU A CENTRAL ANGLE OF 28'29'28" AND RUN AN ARC DISTANCE OF 59.67 FEET: THENCE
RUN S09*02'25"W A DISTANCE OF 38.50 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT
HAVING A RADIUS OF 80.00 FEET THRU A CENTRAL ANGLE OF 39'38'22" AND RUN AN ARC
DISTANCE OF 55.35 FEET: THENCE RUN S30'21'36"E A DISTANCE OF 140.54 FEET TO A POINT ON
A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 140.00 FEET THRU A CENTRAL ANGLE OF
59'31'08" AND RUN AN ARC DISTANCE OF 145.43 FEET: THENCE RUN S89'39'20"E A DISTANCE OF
403.64 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 80.00 FEET
THRU A CENTRAL ANGLE OF 34'11'00" AND RUN AN ARC DISTANCE OF 47.73 FEET: (CONTINUED
ON SHEET 2)
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR SKETCH SEE SHEET 2
-DATE OF SURVEY: 7-13-06
THIS SURVEY )S, Nq.TIWAIU,4,0, WITHOUT THE SIGNATURE
AND ORIGINAL R.Al .ED OEAl1 "'OF `THE FLORIDA LICENSED
SURVEYOR d MAP �..RjrD,..£j:A_W.
• SURVEYOR ANb''WFVER- 10` tESPiNS I BLE CHARGE
DAVID M. JONES; `.Fl.'O%kDAL,*L'I'CENSE NUMBER LS 3909
'
(S NED AND EALECO":
SHEET I OF 9
DAVID M. JONES
PROFESSIONAL SURVEYOR d MAPPER
3899 39TH SOUARE
(772)567-9875 VERO BEACH . FL 32960
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1143
LEGAL DESCRIPTION
(CONTINUED FROM SHEET 1)
THENCE RUN N56'09'40"E A DISTANCE OF 15.47 FEET TO A POINT ON A CURVE CONCAVE TO THE
RIGHT HAVING A RADIUS OF 150.00 FEET THRU A CENTRAL ANGLE OF 34'08'18" AND RUN AN ARC
DISTANCE OF 89.37 FEET: THENCE RUN S89'42'02"E A DISTANCE OF 115.10 FEET: THENCE RUN
S00°03'18"W A DISTANCE OF 18.45 FEET TO A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING
A RADIUS OF 33.50 FEET THRU A CENTRAL ANGLE OF 29'41'37" AND RUN AN ARC DISTANCE OF
17.36 FEET TO A POINT ON A REVERSE CURVATURE TO THE CONCAVE TO THE LEFT HAVING A
RADIUS OF 38.00 FEET THRU A CENTRAL ANGLE OF 29°42'35" AND RUN AN ARC DISTANCE OF
19.70 FEET: THENCE RUN S00'0058"E A DISTANCE OF 34.47 FEET TO INTERSECT WITH THE NORTH
RIGHT-OF-WAY LINE OF 82Nd. STREET: THENCE RUN N89'43'27"W ALONG THE AFORESAID NORTH
RIGHT-OF-WAY LINE OF 82Nd STREET A DISTANCE OF 57.33 FEET TO A POINT ON A
NON -TANGENT CURVE CONCAVE TO THE LEFT WITH A CHORD BEARING OF N13'24'38"W HAVING A
RADIUS OF 20.90 FEET THRU A CENTRAL ANGLE OF 142'12'41" AND RUN AN ARC DISTANCE OF
51.87 FEET: THENCE RUN N89'42'02"W A DISTANCE OF 51.22 FEET TO A POINT ON A CURVE
CONCAVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET THRU A CENTRAL ANGLE OF 30°58'53"
AND RUN AN ARC DISTANCE OF 54.07 FEET: THENCE RUN S59'I9'05"W A DISTANCE OF 11.52
FEET TO A POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 127.00 FEET THRU A
CENTRAL ANGLE OF 31°01'35" AND RUN AN ARC DISTANCE OF 68.77 FEET TO INTERSECT WITH THE
AFORESAID NORTH RIGHT-OF-WAY LINE OF 82Nd. STREET: THENCE RUN N89'39'20"W ALONG THE
NORTH RIGHT-OF-WAY LINE OF 82Nd. STREET A DISTANCE OF 403.64 FEET TO A POINT ON A
CURVE CONCAVE TO THE RIGHT AND LEAVING THE AFORESAID NORTH RIGHT-OF-WAY LINE OF 82Nd
STREET HAVING A RADIUS OF 180.00 FEET THRU A CENTRAL ANGLE OF 59'31'08" AND RUN AN
ARC DISTANCE OF 186.98 FEET: THENCE RUN N30'21'36"W A DISTANCE OF 140.54 FEET TO A
POINT ON A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET THRU A CENTRAL
ANGLE OF 39'38'22" AND RUN AN ARC DISTANCE OF 83.02 FEET: THENCE RUN N09'02'25"E A
DISTANCE OF 17.54 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF
80.00 FEET THRU A CENTRAL ANGLE OF 28'29'28" AND RUN AN ARC DISTANCE OF 39.78 FEET;
THENCE RUN N19'27'03"W A DISTANCE OF 75.08 FEET TO A POINT ON A CURVE CONCAVE TO THE
LEFT HAVING A RADIUS OF 365.00 FEET THRU A CENTRAL ANGLE OF 02'57'17' AND RUN AN ARC
DISTANCE OF 18.82 FEET TO A POINT ON A COMPOUND CURVE CONCAVE TO THE LEFT HAVING A
RADIUS OF 18.00 FEET THRU A CENTRAL ANGLE OF 99'07'19" AND RUN AN ARC DISTANCE OF
31.14 FEET: THENCE RUN S58'28'20"W A DSTANCE OF 84.97 FEET TO INTERSECT WITH THE
EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY No. 1: THENCE RUN N31'30'36"W ALONG THE
AFORESAID EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 74.24 FEET: THENCE RUN N58'22'46"E
AND LEAVING THE AFORESAID EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY No.1 A DISTANCE OF
85.12 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 18.00 FEET
THRU A CENTRAL ANGLE OF 101'51'56" AND RUN AN ARC DISTANCE OF 32.00 FEET: THENCE RUN
N43'29'lo"W A DISTANCE OF 69.18 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING
A RADIUS OF 375.00 FEET THRU A CENTRAL ANGLE OF 04'00'46" AND RUN AN ARC DISTANCE OF
26.26 FEET TO A POINT ON A COMPOUND CURVATURE CONCAVE TO THE LEFT HAVING A RADIUS OF
85.00 FEET THRU A CENTRAL ANGLE OF 25'18'24" AND RUN AN ARC DISTANCE OF 37.54 FEET:
THENCE RUN N72'48'20"W A DISTANCE OF 14.52 FEET TO A POINT ON A CURVE CONCAVE TO THE
RIGHT HAVING A RADIUS OF 120.00 FEET THRU A CENTRAL ANGLE OF 40'41'30" AND RUN AN ARC
DISTANCE OF 85.22 FEET; THENCE RUN N32'06'50"W A DISTANCE OF 209.48 FEET TO A POINT ON
A CURVE CONCAVE TO THE RIGHT HAVING A RADIUS OF 180.00 FEET THRU A CENTRAL ANGLE OF
47'25'6" AND RUN AN ARC DISTANCE OF 148.98 FEET; THENCE RUN N15'08'52"E A DISTANCE OF
38.98 FEET TO INTERSECT WITH THE AFORESAID EASTERLY RIGHT-OF-WAY LINE OF 46TH AVENUE:
THENCE RUN N00'08'05"W ALONG THE EASTERLY RIGHT-OF-WAY LINE A DISTANCE OF 483.78 FEET:
THENCE CONTINUE Noo'08'05"W A DISTANCE OF 441.34 FEET TO THE POINT OF BEGINNING.
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR DESCRIPTION SEE SHEET I
SHEET 2 OF 9
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1144
I- - 50'
LEGEND
POB - POINT OF BEGINNING
POC - POINT OF COMMENCEMENT
ORB - OFFICIAL RECORD BOOK
NO - NUMBER
\TAN - TANGENT
CH'D - CHORD
1J
SURVEYOR'S NOTES:
I. ALL DIMENSIONS SHOWN HEREON ARE IN
FEET AND DECIMAL PARTS THEREOF.
2. BEARING BASE - THE EAST RIGHT OF WAY
LINE OF US HIGHWAY 1 BEARS N 32°06'50-W ro
AND ALL OTHER BEARINGS ARE RELATIVE
THERETO.
s
LINE TABLE
Line
Bearing
Distance
LI
N.22'16'54"W.
95.34'
L2
N.17'28'05"W.
17.46'
L3
S.12'35'20"E.
94.05'
L4
$.17'28'05'E.
70.97'
L5
N.17'28'05"W.
51.72'
D
a
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR DESCRIPTION SEE SHEET I
03-312 ACCESS EASEMENT.GXD
CURVE TABLE
NO. RADIUS
1 2824.80'
02'113 53A
10 02'
110.02'C
55.02'
10.01'
CH*D BEARING
N.46'28 25 E
Aos
105.04.34
42.88'
185.67'
N 20'03'30"W.
3 959.00'
4
05'07'12"
25'13'02"
153.60'
78.07'
152.37'
S.30'04'36"E.
349.00'
5�
5 1053.00'
05'09'01"
94.65'
47.36'
94.62'
N.20'02'35"W.
SHEET 3 OF 9
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR DESCRIPTION SEE SHEET I
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1145
03-312 ACCESS EASEMENT.GXD
P
�0
TSI C� ry 00
0
P
N
•QC�l
o
LINE TABLE
Line Bearing Distance
-
LI N.67'09'12"E. 24.87'
L2 S.22'50'48"E. 68.71'
CURVE TABLE
NO. RADIUS DELTA ARC TAN. CHORD CH'D BEARING
1 115.00' 22'23'11" 44.93' 22.76' 44.65' N.5557'37"E.
2 23.00' 89'46'18" 36.04' 22.91' 32.46' S.22'16'03"W.
f
3 35.00' 22'23'11" 13.68' 6.93' 13.59' N.5557'37' E.
W
S=
(f�
LEGEND
POB - POINT OF BEGINNING
o
POC - POINT OF COMMENCEMENT
n W
ORB - OFFICIAL RECORD BOOK
U a
NO - NUMBER
3
TAN - TANGENT
u
CH'D - CHORD
e
z
U
m
n
SURVEYOR'S NOTES:
I. ALL DIMENSIONS SHOWN HEREON ARE IN
FEET AND DECIMAL PARTS THEREOF.
2. BEARING BASE - THE EAST RIGHT OF WAY
LINE OF US HIGHWAY I BEARS N 32"06'50-W
AND ALL OTHER BEARINGS ARE RELATIVE
THERETO.
.45'13'59"W.
50.00'
.. -
SHEET 4 OF 9
MATCH Ll
SEE SHEET 5
DAVID M. JONES
SKETCH OF
DESCRIPTION
NOT A FIELD
BOUNDARY SURVEY PROFESSIONAL SURVEYOR3899
39TH SOU RE
FOR DESCRIPTION SEE SHEET I 17721567-9875 VERO BEACH . FL 32960
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1146
SKETCH OF DESCRIPTION MATCHLINE
-C'
NOT A FIELD BOUNDARY SURVEY SEE
BELOW LEFT
FOR DES R I PT I ON SEE <*111
89°4908'w'
40.41
SHEET 1 Fs
ti9s;r0
Line Bearing Distance
11J0oW' 1�-
ZZ
L1 N.00'20'28'W. 44.32'
F- << a!
Of
LINE TABLE
yv
qo
w ��
Line Bearing Distance
r;i
L1 N.00'20'28'W. 44.32'
L2 S.44'46'01"W. 79.95'
L3 S.15'18'23' W. 21.83' 1 ---
L4 N.15'0852"E. 38.98'
SECTION 28
LLI
SECTION 33
W
Cly
�
N
w
f-
cn
W
v cn
0 U
r
co 1
o W
g
C�Q
U-20
Fy
W
< 0
LEGEND
W n -j
z a
cn
POB - POINT OF
POC - POINT OF
BEGINNING ,—
COMMENCEMENT
0 7-~
RECORD BOOK <
3
3 �
w
NOB- NUMBER
TAN - TANGENT
LL
v
U
CH' D - CHORD
n
U
Z
�oZ
N d
<
m
it 4iJ 3
r<
J c
U
i-
U
r`
<vio
mn
�F-
N�
co
j
Ln
0.
J
W
vi
n
01Q.6
tQ
Uov
~
Z
W Ho�
am
'^
�Y L<
tLJ~
~ <rycd
LLJ
Of
40.
v � zo
MST H�INe
C
E SHEe�
g�
SHEET
40.41'
Z_cv
DAV I D M. J(
.89°49'08•'W
PROFESSIONAL SURVEYOR
MA
CHLINE "
3899 3!
SE
ABOVE RIGHT
(7721567-9875 VERO BEAC
N
6
OF 9
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1147
Ali
50'
M LINE TABLE
N Line Bearing Distance
rn -T� LI 5.72"48'20"E. 26.08'
m V L2 S.43'29'10"E. 74.35'
L3 N.43'29'10"W. 69.18'
�< L4 N.72'48'20"W. 14.52'
G) coCURVE TABLE
1 NORADIUS DELTA ARC TAN. CHORD CH'D BEARING
1 140.76' 47'25'29" 116.51' 61.82' 113.21' N.08'16'14"W.
m 2 80.00' 40'41'14" 56.81' 29.66' 55.62' N.52'27'43"W.
3 135.00' 25'18'24" 59.63' 30.31' 59.14' $.60'09'08'E.
>
9 > 4 425.00' 04'00'46" 29.77' 14.89' 29.76' $.45'29'33"E.
C Z ^u' 5 375.00' 04'00'46" 26.26' 13.14' 26.26' S.45°29'33"E.
r- 6 85.00' 25'18'24" 37.54' 19.08' 37.24' $.60'09'08"E.
z rn 7 120.00' 40'41'30" 85.22' 44.50' 83.44' N.52'27'35'W.
Irl �i T m 8 180.00' 47°25'15" 148.98' 79.05' 144.76' N.08'24'13"W.
I ' I
n £ r n
0
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY j
< FOR DESCRIPTION SEE SHEET I
o rn
3
m
z
� J
LEGEND
POB - POINT OF BEGINNING
POC - POINT OF COMMENCEMENT
ORB - OFFICIAL RECORD BOOK
NO - NUMBER
TAN - TANGENT
l9 CH'D - CHORD
D
N
50.27
S52725'22"W•
M TC IN T SHEET 6 OF 9
DAVID M. JONES
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1148
M TCHLINE
SHEET 6 AV
HL
EE
50.27'
L7 `Qi 5.52.25'22"W.
50'
m
Imo L5
63
G�
O
i
r , ' I r
�C a r n
r rnV J
rn V1
LEGEND
T1 POB - POINT OF BEGINNING
C h POC - POINT OF COMMENCEMENT
ti ORB - OFFICIAL RECORD BOOK
NO - NUMBER
_ y TAN - TANGENT
_ " CH'D - CHORD
> v�
7-
9 O v
LINE TABLE
Line BearN Distance
LI $.19'27'03"E. 56.65'
L2 S.09'02'25W. 38.50'
cn L3 N.09'0225'E. 17.54'
�+ L4 N.19'27'03"W. 75.08'
Z o of L5 S.58'28'20"W. 84.97'
oL7 N.583 22'46"E. 85.12'
rn m
3 CURVE TABLE
m NO.RADIUS DELTA ARC TAN. CHORD CH'D BEARING
o I 1 420.82' 20'42'38" 152.11' 76.90' 151.29' S.29'48'23"E.
a z 2120.00' 28'29'28" 59.67' 30.47' 59.06' $.05'12'19"E.
3 80.00' 39'38'22" 55.35' 28.83' 54.25' N.10'46'46"W.
4120.00' 39'38'22" 83.02' 43.25' 81.38' N.10'46'46"W.
5 80.00' 28'29'28" 39.78' 20.31' 39.37' S.OS'12'19"E.
6 365.00' 02'57'17" 18.82' 9.41' 18.82' S.20'55'42"E.
7 18.00' 99'07'19" 31.14' 21.12' 27.40' S.71'58'00"E.
8 18.00' 101'51'56" 32.00' 22.17' 27.95' 5.07'26'48"W.
40.00'
.59'51'48"W.
MA TINE
' "
S E SHEE 8
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR DESCRIPTION SEE SHEET I
SHEET 7 OF 9
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1149
EASTERLY RIGHT-OF-WAY
LINE OF U.S. HIGHWAY /
No. I �,\
01r
I- - 50'
i
z
0
22
0
> CURVE TABLE
< NO. RADIUS DELTA ARC TAN. CHORD CH'D BEARING
r 1 140.00' 59'31'08" 145.43' 80.05' 138.98' N.5953'46"W.
2 180.00' 59'31'08" 186.98' 102.92' 178.69' N.59'53'46"W.
O
00
ti
Ph
rrnn UD
n
Z LEGEND
2 co
POB - POINT OF BEGINNING
��O POC - POINT OF COMMENCEMENT
^' ORB - OFFICIAL RECORD BOOK
12 cn m TAN -NUMBER TANGENT
a m c CH'D - CHORD
0
w w
(T A
�I
m
rn
z
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR DESCRIPTION SEE SHEET I
S"EHEE
04'29'o8"E
MA SHEET 8 OF 9
9 DAVID M. JONES
PROFESSIONAL SURVEYOR 6 MAPPER
3899 39TH SQUARE
(7721567-9875 VERO BEACH . FL 32960
03-312 ACCESS EASEMENT.GXD
BK: 2067 PG: 1150
LEGEND
POB - POINT OF BEGINNING
POC - POINT OF COMMENCEMENT
ORB - OFFICIAL RECORD BOOK
NO - NUMBER
TAN - TANGENT
CH'D - CHORD
q_p
CZl
N
PUBLIC ACCESS
(D Ul
EASEMENT
tL
W o 61 L5
c 01 lT M
RIGHT-OF-WAY LINE OF 82Nd. STREET I
LINE TABLE
Line Bearing Distance
LI N.56'09'40"E. 15.47'
L2 S.00'03'18'W. 18.46'
L3 S.00'00'58"E. 34.47'
L4 N.89'4327'W. 57.33'
L5 N.89'42'02"W. 51.22'
L6 S.59'19'05"W. 11.52'
CURVE TABLE
NORADIUS DELTA ARC
TAN.
CHORD
CH'D BEARING
1 80.00' 34'11'00" 47.73'
24.60'
47.02'
5.73'15'10"W,
2 150.00' 34'08'18" 89.37'
46.06'
88.06'
N.73'13'49"E.
3 33.50' 29'41'37" 17.36'
8.88'
17.17'
S.14'50'48"W.
4 38.00' 29'42'35" 19.70'
10.08'
SAW
N.14'50'19"E.
5 20.90' 142'12'41" 51.87'
61.06'
39.55'
N.13'24'38"W.
6 100.00' 30'5853" 54.07'
27.72'
53.42'
N.74'48'32"E.
7127.00' 31'01'35" 68.77'
35.25'
67.93'
S.74'49'52"W.
SKETCH OF DESCRIPTION
NOT A FIELD BOUNDARY SURVEY
FOR DESCRIPTION SEE SHEET I
SHEET 9 OF 9
03-312 ACCESS EASEMENT.GX
Treasure Coast Newspapers
PART OF THE USA TODAY NETWORK
Indian River Press Journal
1801 U.S. 1, Vero Beach, FL 32960
AFFIDAVIT OF PUBLICATION
Attn: Kathy Charest
INDIAN RIVER COUNTY
INDIAN RIVER COUNTY PLANNING
BOARD OF COUNTY COMMIS-
1801 27 TH STREET
SIONERS
NOTICE OF PUBLIC HEARING —
VERO BEACH, FL 32960
ABANDONMENT
STATE OF WISCONSIN
This is notice of a public hear-
ing of the Indian River County
COUNTY OF BROWN
Board of County Commission-
PO #:
ers to consider a request by
Pulte Home Company, LLC for
Befnre the undersigned authority personally appeared, who on
abandonment of a public ac-
oath says that he or she is the Legal Coordinator of the Indian
Y g
cess easement recorded in Of -
ficial Records Book 2067, Page
River Press Journal, published in Indian River County, Florida: that
1140; said lands lying and be-
the attached copy of advertisement, being a Public Notices was
inin
Florida, Indian River county,
published on the publicly accessible website of Indian River
County, Florida, or in a newspaper by print in the issues of, on:
p public hearing, which
parties in interest and atizens
shall have an opportunity to
be heard, will be held by the
Board of County Commission-
ers of Indian River County,
06/25/2023
Florida, in the County Com-
mission Chambers of the
County Administration Build-
ing, located at 1801 27th
Street, Vero Beach, Florida on
Tuesday, July 11, 2023 at 9:00
Affiant further says that the website or newspaper complies with
AM.
all legal requirements for publication in chapter 50, Florida
Please direct planning -related
Statutes.
questions to the Current De-
velopment Planning Section
at 772-226-1239. All docu-
ments pertaining to this re-
quest are on file in the Indian
River County Planning Divi-
sion, located at 1801 27th
Street within building "A" of
the County Administration
Subscribed and sworn to before me, by the legal clerk, who is
Combe
reviewed byex.ocumentmembers ofythe
personally known to me, on June 25, 2023:
public during normal business
hours. All members of the
public are invited to attend
and participate in the public
hearing.
Notary, State of WI, County of Brown(/Anyone
who may wish to ap-
any decision, which may
be made at this meeting, will
`�ppeal
need to ensure that a verba-
Y P
tim record of the proceedings
is made, which includes testi-
mony and evidence upon
which the appeal is based.
ANYONE WHO NEEDS A SPE-
CIAL ACCOMMODATION FOR
THIS MEETING MUST CON -
KA I T LYN F E LTY
TACT THE COUNTY'S AMERI-
CANS WITH DISABILITIES ACT
Notary Public
COORDINATOR
226-1A223ATLEASTHOURS
State of Wisconsin
IN ADVANCE OF THE MEET-
ING.
# of Affidavits 1
INDIAN RIVER COUNTY
BOARD OF COUNTY COMMIS-
SIONERS
BY -s- Joseph H. Earman,
Publication Cost: $124.83
Chairman
PUB: June 25, 2023
Ad No: 0005743585
TCN5743585
Customer No: 1310785
PO #:
# of Affidavits 1
Treasure Coast Newspapers
PART OF THE USA TODAY NETWORK
Indian River Press Journal
1801 U.S. 1, Vero Beach, FL 32960
AFFIDAVIT OF PUBLICATION
Attn: Kathy Charest
INDIAN RIVER COUNTY PLANNING
1801 27 TH STREET
VERO BEACH, FL 32960
STATE OF WISCONSIN
COUNTY OF BROWN
Before the undersigned authority personally appeared, who on
oath says that he or she is the Legal Coordinator of the Indian
River Press Journal, published in Indian River County, Florida: that
the attached copy of advertisement, being a Public Notices was
published on the publicly accessible website of Indian River
County, Florida, or in a newspaper by print in the issues of, on:
07119/2023
Affiant further says that the website or newspaper complies with
all legal requirements for publication in chapter 50, Florida
Statutes.
Subscribed and sworn to before me, by the legal clerk, who is
personally known to me, on July 19, 2023:
2�. 0'zy
Notary, State of WI, County of Brown
--31ty
� -7 G z;7
My commission expires
KAITLYN FELTY
Notary Public
State of Wisconsin
Publication Cost: $37.62
Ad No: 0005769448
Customer No: 1310785
PO #: 2023-046
# of Affidavits/
NOTICE OF ABANDONMENT
Notice is hereby given that
Resolution 2023-046 was
adopted by the Board of
County Commissioners of
Indian River County, Florida
on Tuesday. July 11, 2023
vacating and abandoning the
public access easement re-
corded in Indian River County
Official Records Book 2067,
Page 1140, as described in the
above -referenced resolution.
INDIAN RIVER COUNTY
BOARD OF COUNTY COMMIS-
SIONERS
BY -s- Joseph H. Earman,
Chairman
Pub July 19th, 2023
TCN5769448