HomeMy WebLinkAbout2015-021Original
02102C 15
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AGREEMENT TO PURCHASE, SELL, AND LEASE REAL ESTATE ad i,5" -
BETWEEN INDIAN RIVER COUNTY
AND
B. ANDERS NYQUIST, AS TRUSTEE OF THE UNRECORDED NYQUIST
TRUST #2, u/a/d JULY 22, 1992
THIS AGREEMENT TO PURCHASE AND SELL REAL ESTATE ("Agreement") is
made and entered into as of the loth day ofFebruary2015, by and between Indian River
County, a political subdivision of the State of Florida ("the County"), and B. ANDERS
NYQUIST, AS TRUSTEE OF THE UNRECORDED NYQUIST TRUST #2, u/a/d JULY 22,
1992, (Seller) who agree as follows:
WHEREAS, B. Anders Nyquist, as Trustee, owns property located on the southwest
corner of CR510 and Shore Lane, Vero Beach, Florida. A sketch and legal description of
the property is attached to this agreement as Exhibit "A" and incorporated by reference
herein; and
WHEREAS, the County is scheduled to expand CR510, also known as 85th Street,
in the future and the road expansion will impact the property of B. Anders Nyquist; and
WHEREAS, in order for the County to proceed with its road expansion plans, the
County needs to purchase property to be used as right-of-way from landowners adjacent
to CR510; and
WHEREAS, the County has contacted B. Anders Nyquist and has offered to
purchase approximately 1,465 square feet of property to be used as right-of-way, as
depicted on Exhibit "A"; 6,871 square feet of property to be used as a temporary
construction easement, as depicted on Exhibit "B" and 2,537 square feet of property to be
used as drainage easement, as depicted on Exhibit "C" (the Property), and
WHEREAS, the County is prepared to take the Property by using its power of
eminent domain; and
WHEREAS, B. Anders Nyquist and the County wish to avoid the risk, time and
expense of litigation by entering into this agreement for sale and purchase of the Property,
NOW, THEREFORE, in consideration of the mutual terms, conditions, promises,
covenants and premises hereinafter, the COUNTY and SELLER agree as follows:
1. Recitals. The above recitals are affirmed as being true and correct and are
incorporated herein
2. Agreement to Purchase and Sell. The Seller hereby agrees to sell to the County,
and the County hereby agrees to purchase from Seller, upon the terms and conditions set
forth in this Agreement that certain parcel of real property located on the southwest corner
of CR510 and Shore Lane, Vero Beach, Florida and more specifically described in the
sketch and legal description attached as Exhibit "A", fee simple, containing approximately
1
Original
1,465 square feet, Exhibit "B", temporary construction easement, containing approximately
6,871 square feet and Exhibit "C", drainage easement, containing approximately 2,537
square feet, all improvements thereon, together with all easements, rights and uses now or
hereafter belonging thereto (collectively, the "Property").
2.1 Purchase Price, Effective Date. The purchase price ("Purchase Price") for the
Property shall be $27,500.00 (Twenty Seven Thousand Five Hundred and 00/100 Dollars).
The Purchase Price shall be paid on the Closing Date. The Effective Date of this
Agreement shall be the date upon which the County shall have approved the execution of
this Agreement, either by approval by the Indian River County Board of County
Commissioners at a formal meeting of such Board or by the County Administrator pursuant
to his delegated authority.
3. Title. Seller shall convey marketable title to the Property by warranty deed free of
claims, liens, easements and encumbrances of record or known to Seller; but subject to
property taxes for the year of Closing and covenants, restrictions and public utility
easements of record, provided: (a) there exists at Closing no violation of any of the
foregoing; and (b) none of the foregoing prevents County's intended use and development
of the Property ("Permitted Exceptions").
3.1 County may order an Ownership and Encumbrance Report or Title Insurance
Commitment with respect to the Property. County shall within fifteen (15) days following
the Effective Date of this Agreement deliver written notice to Seller of title defects. Title
shall be deemed acceptable to County if (a) County fails to deliver notice of defects within
the time specified, or (b) County delivers notice and Seller cures the defects within thirty
(30) days from receipt of notice from County of title defects ("Curative Period"). Seller shall
use best efforts to cure the defects within the Curative Period and if the title defects are not
cured within the Curative Period, County shall have thirty (30) days from the end of the
Curative Period to elect, by written notice to Seller, to: (i) to terminate this Agreement,
whereupon shall be of no further force and effect, or,(ii) extend the Curative Period for up
to an additional 90 days; or (iii) accept title subject to existing defects and proceed to
closing.
4. Representations of the Seller.
4.1 Seller is indefeasibly seized of marketable, fee simple title to the Property, and is the
sole owner of and has good right, title, and authority to convey and transfer the Property
which is the subject matter of this Agreement, free and clear of all liens and
encumbrances.
4.2 From and after the Effective Date of this Agreement, Seller shall take no action
which would impair or otherwise affect title to any portion of the Property, and shall record
no documents in the Public Records which would affect title to the Property, without the
prior written consent of the County.
4.3.1 There are no existing or pending special assessments affecting the Property, which
are or may be assessed by any governmental authority, water or sewer authority, school
district, drainage district or any other special taxing district.
2
Original
5. Default.
5.1 In the event the County shall fail to perform any of its obligations hereunder, the
Seller shall, at its sole option, be entitled to: (i) terminate this Agreement by written notice
delivered to the County at or prior to the Closing Date and thereupon neither the Seller nor
any other person or party shall have any claim for specific performance, damages, or
otherwise against the County; or (ii) waive the County's default and proceed to Closing.
5.2 In the event the Seller shall fail to perform any of its obligations hereunder, the
County shall,; at its sole option, be entitled to: (i) terminate this Agreement by written notice
delivered to the Seller at or prior to the Closing Date and thereupon neither the County nor
any other person or party shall have any claim for specific performance, damages or
otherwise against the Seller; or (ii) obtain specific performance of the terms and conditions
hereof; or (iii) waive the Seller's default and proceed to Closing:
6. Closing.
6.1 The closing of the transaction contemplated herein ("Closing" and "Closing Date")
shall take place within 45 days following the execution of the contract by the Chairman of
the Board of County Commissioners. The parties agree that the Closing shall be as
follows:
(a) The Seller shall execute and deliver to the County a warranty deed, conveying
marketable title to the Property, free and clear of all liens and encumbrances and in the
condition required by paragraph 3. A drainage easement and temporary construction
easement, free and clear of all liens and encumbrances
(b) The Seller shall have removed all of its personal property and equipment from the
Property and Seller shall deliver possession of the Property to County vacant and in the
same or better condition that existed at the Effective Date hereof.
(c) If Seller is obligated to discharge any encumbrances at or prior to Closing and fails
to do so, County may use a portion of Purchase Price funds to satisfy the encumbrances.
(d) If the Seller is a non-resident alien or foreign entity, Seller shall deliver to the County
an affidavit, in a form acceptable to the County, certifying that the Seller and any interest
holders are not subject to tax under the Foreign Investment and Real Property Tax Act of
1980.
(e) The Seller and the County shall each deliver to the other such other documents or
instruments as may reasonably be required to close this transaction.
6.2 Taxes. All taxes and special assessments which are a lien upon the property on or
prior to the Closing Date (except current taxes which are not yet due and payable)
shall be paid by the Seller.
7. Closing Costs; Expenses. County shall be responsible for preparation of all Closing
documents.
3
Original
7.1 County shall pay the following expenses at Closing:
7.1.1 The cost of recording the warranty deed and any release or satisfaction obtained by
Seller pursuant to this Agreement.
7.1.2 Documentary Stamps required to be affixed to the warranty deed.
7.1.3 All costs and premiums for the owner's marketability title insurance commitment and
policy, if any.
7.2 Seller shall pay the following expenses at or prior to Closing:
7.2.1 All costs necessary to cure title defect(s) or encumbrances, other than the
Permitted Exceptions, and to satisfy or release of record all existing mortgages, liens or
encumbrances upon the Property.
7.2.2 Any taxes, prorated due as of the closing date.
8,. Miscellaneous.
8.1 Controlling Law. This Agreement shall be construed and enforced in accordance
with the laws of the State of Florida. Venue shall be in Indian River County for all state
court matters, and in the Southern District of Florida for all federal court matters.
8.2 Condemnation. In the event that all or any part of the Property shall be acquired or
condemned for any public or quasi -public use or purpose, or if any acquisition or
condemnation proceedings shall be threatened or begun prior to the Closing of this
transaction, County shall have the option to either terminate this Agreement, and the
obligations of all parties hereunder shall cease, or to proceed, subject to all other terms,
covenants, conditions, representations and warranties of this Agreement, to the Closing of
the transaction contemplated hereby and receive title to the Property; receiving, however,
any and all damages, awards or other compensation arising from or attributable to such
acquisition or condemnation proceedings. County shall have the right to participate in any
such proceedings.
8.3 Entire Agreement. This Agreement constitutes the entire agreement between the
parties with respect to this transaction and supersedes all prior agreements, written or
oral, between the Seller and the County relating to the subject matter hereof. Any
modification or amendment to this Agreement shall be effective only if in writing and
executed by each of the parties.
8.4 Assignment and Binding Effect. Neither County nor Seller may assign its rights and
obligations under this Agreement without the prior written consent of the other party. The
terms hereof shall be binding upon and shall inure to the benefit of the parties hereto and
their successors and assigns.
8.5 Notices. Any'notice shall be deemed duly served if personally served or if mailed
4
Original
by certified mail, return receipt requested, or if sent via "overnight" courier service or
facsimile transmission, as follows:
If to Seller:
If to County:
B. Anders Nyquist
1805 19th Place, #100
Vero Beach, FL 32960
Indian River County
1801 27th Street
Vero Beach, FL. 32960
Attn: Land Acquisition/Louise Gates
Either party may change the information above by giving written notice of such change as
provided in this paragraph.
8.6 Survival and Benefit. Except as otherwise expressly provided herein, each
agreement, representation or warranty made in this Agreement by or on behalf of either
party, or in any instruments delivered pursuant hereto or in connection herewith, shall
survive the Closing Date and the consummation of the transaction provided for herein.
The covenants, agreements and undertakings of each of the parties hereto are made
solely for the benefit of, and may be relied on only by the other party hereto, its successors
and assigns, and are not made for the benefit of, nor may they be relied upon, by any other
person whatsoever.
8.7 Attorney's Fees and Costs. In any claim or controversy arising out of or relating to
this Agreement, each party shall bear its own attorney's fees, costs, and expenses.
8.8. Counterparts. This Agreement may be executed in two or more counterparts, each
one of which shall constitute an original.
8.9. County Approval Required: This Agreement is subject to approval by the Indian
River County as set forth in paragraph 2.
8.10 Beneficial Interest Disclosure: In the event Seller is a partnership, limited
partnership, corporation, trust, or any form of representative capacity whatsoever for
others, Seller shall provide a fully completed, executed, and sworn beneficial interest
disclosure statement in the form attached to this Agreement as an exhibit that complies
with all of the provisions of Florida Statutes Section 286.23 prior to approval of this
Agreement by the County. However, pursuant to Florida Statutes Section 286.23 (3) (a),
the beneficial interest in any entity registered with the Federal Securities and Exchange
Commission, or registered pursuant to Chapter 517, Florida Statutes, whose interest is for
sale to the general public, is exempt from disclosure; and where the Seller is a non-public
entity, that Seller is not required to disclose persons or entities holding less than five (5%)
percent of the beneficial interest in Seller.
8.11 "Seller acknowledges receipt of the "Notice to Owner" and understands his/her
rights granted under Florida Law Chapters 73 and 74."
*5
Original
Initials
IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the
date first set forth above.
INDIAN RIVER COUNTY, FLORIDA B. ANDERS NYQUIST, AS TRUSTEE
BOARD OF COUNTY COMMISSIONERS OF THE UNRECORDED NYQUIST
...TRUST #2, u/a/d JULY 22, 1992
.5;: M lspd....y
%:, c): til•. d •
s*'
WesleyS. Davis, Chairman •� . S` ,Ar Or Nyquist, Trustee Date
•y0 •. t 1 . a
n
Approved by BCC February 10 , 2015 •••.ER C.,,,.•
ATTEST:
Jeffrey R. Smith, Clerk of Court . d Comptroller
../°11‘,.r'
Deputy CI -k
Bv:
Approved:
Josep► A. Baird, County Administrator
Approved as to Form and LegSufficiency:
kW) / J
William K. Debraal
Deputy County Attorney
6
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST; (TR)
ORB 970 PG 349
STATE ROAD 510
RIGHT-OF-WAY PARCEL 480
EX ..5I
SURVEYOR'S NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E. 1/4 OF SECTION 28: SAID LINE BEARS S 89°55'50" E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD). PREPARED BY
BURDETTE AND ASSOCIATES. DATED "FINAL GMB 3-08", CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
• BASELINE
C.R. . COUNTY ROAD
D.E. - DRAINAGE EASEMENT
A ▪ DELTA
FND. • FOUND
L • ARC LENGTH
O.R.B. • OFFICIAL RECORDS BOOK
P.B. • PLAT BOOK
PG. . PAGE
IL • PROPERTY LINE
P.O.B. - POINT OF BEGINNING
P.O.C. • POINT OF COMMENCEMENT
R - RADIUS
R/W • RIGHT-OF-WAY
SEC. • SECTION
S.R. • STATE ROAD
T.C.E. - TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE AND
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED
UNDER MY DIRECT SUPERVISION. FURTHER. THIS DOCUMENT IS IN
COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR THE STATE
OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
FOR THE FIRM,
CHRISTOPHER P. MILLER, PSM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE
CDCAarmakma
TBE
CARDNO TBE
3427 N.W. 557H STFREET
RT. LAUDERDALE. L.
PHOIE•.954-938'=9389
L8•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 480 INDIAN RIVER COUNTY
BY
DATE
DRANO
CULLER
03.07.13
PREPARED BT.
CARDNO TBE
DATA SOURCE.
N /A
CHECKED
U SOIIERS
03-08.13
CARDNO TBE PN: 05038-002-00
SHEET 1 OF 3
8
33 S 89°55'50" E
SECTION LINE &
@ SURVEY C.R. 510
(WABASSO RD.)
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
RIGHT-OF-WAY PARCEL 480
NARANJA TRACT SHELLMOUND BEACH
P.B. 1, PG. 6
N, LoN .
Iw
0y -
CEO
/ \\ \
c,(0 0c6 o g�0
S e PPP E�
t6R1
.0.c.
5. 1 /4 CORNER
SEC. 28-31-39
FND. BOAT SPIKE
pCOO CR ME
�NS - ���
j.�'A •p1E� �-1g0 ��NE
SEP P pRC EAS ANGERS .
� �NE N'(0015
3 E ANO 1R p %0015
RCEL ERS 1 RAY
O� I S NG 0 E 53 E
EX15� R /w �o N EX15�R /wNG ONE
SNORE LANE
B. ANDERS NYOUIST, (TR)
O.R.B. 970, -PG. 349
31392700003000000003.0
LINE DATA
LINE
BEARING
DISTANCE
LI
S 89°55'50" E
289.11'
L2
N 56°21'25" E
263.32'
L3
S 33°38'35" E
40.00'
L4
N 56°21'25" E
207.57'
L5
S 52°35'32" W
215.01'
L6
N 07°21'17" W
15.75'
CURVE DATA
CI
C2
A • 44°53'20"
A - 11°10'35"
L - 519.58'
L • 558.82'
R • 663.19'
R • 2,864.79'
4:1� Carldna
TBE
CARDNO TBE
3427 N.N. SStn STREET
FT. LAUDERDALE. FL. 33309
PNONE•.954-930.9309
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD N0. 510 - PARCEL 480
INDIAN RIVER COUNTY
BY
DATE
DRAWN
C MILLER
03-07-13
PREPARED BY.
CARDNO TBE
DATA SOURCE.
N/A
CHECKED
M SOWERS
03-08-13
CARDNO TBE PN: 05038-002-00
SHEET 2 OF 3
SKETCH OF. DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
RIGHT-OF-WAY PARCEL 480
STATE ROAD 510 RIGHT-OF-WAY PARCEL 480
A PORTION OF LOT 3, "NARANJA TRACT SHELLMOUND BEACH", ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 6, OF THE PUBLIC RECORDS, INDIAN
RIVER COUNTY, FLORIDA, LYING IN SECTION 28, TOWNSHIP 31 SOUTH. RANGE 39 EAST,
OF INDIAN RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCE AT THE SOUTH OAURTER CORNER OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST, OF INDIAN RIVER COUNTY. SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE UNRECORDED INDIAN RIVER COUNTY RIGHT-OF-WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD). SHEET 8 OF 10; THENCE SOUTH 89°55'50" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE, A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE. HAVING A RADIUS OF 663.19 FEET, THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45°10'50" EAST, ALONG SAID SURVEY BASELINE, A DISTANCE OF 1.062.02 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,864.79 FEET, THROUGH A CENTRAL ANGLE OF II°10'35", AN ARC
DISTANCE OF 558.82 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE, A DISTANCE OF 263.32 FEET; THENCE
SOUTH 33°38'35" EAST, A DISTANCE OF 40.00 FEET TO A POINT ON THE EXISTING
SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 510 AND A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY 8. ANDERS NYOUIST, (TR), AS RECORDED IN OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA. SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 56°21'25" EAST, ALONG SAID EXISTING SOUTHERLY RIGHT-OF-WAY LINE. A
DISTANCE OF 207.57 FEET; THENCE SOUTH 52°35'32" WEST, A DISTANCE OF 215.01 FEET
TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST PARCEL; THENCE
NORTH 07°21'17" WEST, ALONG SAID WESTERLY LINE OF B. ANDERS NYOUIST PARCEL, A
DISTANCE OF 15.75 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 1,465 SOUARE. FEET (0.034 ACRES) MORE OR LESS.
Cr' Carchrno
TBE
CARDNO TEE
3427 N.W. 55" STREET
FT. LAUDERDALE. FL. 33309
PHONE•.954.938-9389
L8.6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 480 INDIAN RIVER COUNTY
BY
DATE
DRAM)
C MILLER
03.07.13
PREPARED BY.
CARDNO TBE
DATA SOURCE.
_NA
C14ECKED
Al SOWERS
03-08-13
CARDNO TBE PN+ 05038-002-00
SHEET 3 OF 3
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, (TR) EXH I
ORB 970 PG 349
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
SURVEYOR'S NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E. 1/4 OF SECTION 28; SAID LINE BEARS S 89°55'50" E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD). PREPARED BY
BURDETTE AND ASSOCIATES. DATED "FINAL GMB 3-08", CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
• BASELINE
C.R. • COUNTY ROAD
D.E. - DRAINAGE EASEMENT
A • DELTA
FND. • FOUND
L • ARC LENGTH
O.R.B. • OFFICIAL RECORDS BOOK
P.B. • PLAT BOOK
PG. • PAGE
It • PROPERTY LINE
P.O.B. • POINT OF BEGINNING
P.O.C. . POINT OF COMMENCEMENT
R • RADIUS
R/W • RIGHT-OF-WAY
SEC. • SECTION
S.R. • STATE ROAD
T.C.E. • TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
1 HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION I5 TRUE AND
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED
UNDER MY DIRECT SUPERVISION. FURTHER. THIS DOCUMENT IS IN
COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR THE STATE
OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
FOR THE FIRM,
CHRISTOPHER P. MILLER, PSM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE
Ci") Cardno
TBE
CARDNO TBE
3427 N.N. SSrn STREET
FT. LAUDERDALE. FL. 33309
PHONE••9S4.938-9389
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780 INDIAN RIVER COUNTY
BY
DATE
DRAIN
C MILLER
03-07-13
PREPARED 8Y.
CARDNO TBE
DATA SOURCE.
N /A
CHECKED
4 SOIERS
03-08-13
CARDNO TBE PNI 05038-002-00
SHEET 1 OF 3
28
33
Do
z
0
1-
W
N
1 " • 100'
LI
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS.NYQUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
NARANJA TRACT SHELLMOUND BEACH
P.B. I. PG. 6
RSD
oo PG
44c.ASO
S�PPQP0G
S 89°55'50" E
SECTION LINE 8
SURVEY C.R. 510
(WABASSO RD.)
.0.c.
S. 1 /4 CORNER
SEC. 28-31-39
FND. BOAT SPIKE
QP�ACQU LR UMENI -
D D.E. p,TE DO g8O
\3 SEP N P ARCS LINE
�p� BAS OND �R P pRCt;L
T LINE N. MAD
WE 0151 RCE1.
N'( DD � 5� G 5001NERD D *1E51E50
wE
EX15� R W LINE EXISjR W ONE
E
SNORE
B. ANDERS NYOUIST, (TR)
O.R.B. 970, PG. 349
31392700003000000003.0
LINE DATA
LINE
BEARING
DISTANCE
LI
S 89°55'50" E
289.11'
L2
N 56°21'25" E
255.91'
L3
S 33°38'35" E
55.00'
L4
N 56°21'25" E
269.82'
L5
S 28°26'23" E
25.10'
L6
S 56°21'25" W
279.89'
L7
N 07°21'17" W
27.88'
4::› C1arrldk7o
TBE
CARONO TBE
3427 N.W. 55*n STREET
FT. LAUDERDALE. FL. 33309
PM044E..954-939-9389
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780 INDIAN RIVER COUNTY
BY
DATE
DRAM
C UILLER
03-07-13
PREPARED BY.
CARDNO TBE
DATA SOURCE.
N /A
CHECKED
UMBERS
03-08-13
CARDNO TBE PN: 05038-002-00
SHEET 2 OF 3
CURVE DATA
CI
C2
0 •
44°53'20"
A •
II°10'35"
L •
519.58'
L •
558.82'
R •
663.19'
R - 2,864.79'
4::› C1arrldk7o
TBE
CARONO TBE
3427 N.W. 55*n STREET
FT. LAUDERDALE. FL. 33309
PM044E..954-939-9389
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780 INDIAN RIVER COUNTY
BY
DATE
DRAM
C UILLER
03-07-13
PREPARED BY.
CARDNO TBE
DATA SOURCE.
N /A
CHECKED
UMBERS
03-08-13
CARDNO TBE PN: 05038-002-00
SHEET 2 OF 3
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
STATE ROAD 510 TEMPORARY CONSTRUCTION EASEMENT PARCEL 780
A PORTION OF LOTS 3 AND 13, "NARANJA TRACT SHELLMOUND BEACH". ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 6, OF THE PUBLIC RECORDS,
INDIAN RIVER COUNTY, FLORIDA, LYING IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST, OF INDIAN RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS;
COMMENCE AT THE SOUTH OAURTER CORNER OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST, OF INDIAN RIVER COUNTY, SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE UNRECORDED INDIAN RIVER COUNTY RIGHT-OF-WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD), SHEET 8 OF 10; THENCE SOUTH 89°55'50" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE, A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE. HAVING A RADIUS OF 663.19 FEET, THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45°10'50" EAST, ALONG SAID SURVEY BASELINE, A DISTANCE OF 1,062.02 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,864.79 FEET, THROUGH A CENTRAL ANGLE OF 11°10'35", AN ARC
DISTANCE OF 558.82 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE, A DISTANCE OF 255.91 FEET; THENCE
SOUTH 33°38'35" EAST, A DISTANCE OF 55.00 FEET TO A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST, (TR), AS RECORDED IN OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA. SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 56°21'25" EAST, A DISATNCE OF 269.82 FEET TO A POINT ON THE EXISTING
WESTERLY RIGHT-OF-WAY LINE OF SHORE LANE AND A POINT ON THE EASTERLY LINE OF
SAID B. ANDERS NYOUIST PARCEL; THENCE SOUTH 28°26'23" EAST. ALONG SAID EXISTING
WESTERLY RIGHT-OF-WAY LINE AND SAID EASTERLY LINE OF SAID B. ANDERS NYOUIST
PARCEL, A DISTANCE OF 25.10 FEET; THENCE SOUTH 56°21'25" WEST, A DISTANCE OF
279.89 FEET TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST PARCEL;
THENCE NORTH 07°21'17" WEST, ALONG SAID WESTERLY LINE OF B. ANDERS NYOUIST
PARCEL, A DISTANCE OF '27.88 FEET TO THE POINT OF.BEGINNING.
SAID PARCEL CONTAINING 6.871 SOUARE FEET (0.158 ACRES) MORE OR LESS.
CJ) Cardnna
TELE
CARDNO TBE
3427 N.W. 55th STREET
FT. LAUDERDALE. FL. 33309
PHONE•.954-935.9384
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780 INDIAN RIVER COUNTY
BY
DATE
DRAWN
C MILLER
03-07-13
PREPARED BY.
CARDNO TBE
DATA SOURCE.
N /A
CHECKED
M SOBERS
03.08.13
CARDNO TBE PN: 05038-002-00
SHEET 3 OF 3
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
DRAINAGE EASEMENT 880
SURVEYOR'S NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E. 1/4 OF SECTION 28; SAID LINE BEARS S 89°55'50" E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES, DATED "FINAL GMB 3-08", CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
• BASELINE
C.R. . COUNTY ROAD
D.E. • DRAINAGE EASEMENT
A • DELTA
FND. • FOUND
L ▪ ARC LENGTH
O.R.B. • OFFICIAL RECORDS BOOK
P.B. • PLAT BOOK
PG. • PAGE
• PROPERTY LINE
P.O.B. • POINT OF BEGINNING
P.O.C. • POINT OF COMMENCEMENT
R • RADIUS
R/W ▪ RIGHT-OF-WAY
SEC. • SECTION
S.R. • STATE ROAD
T.C.E. • TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
1 HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE AND
ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED
UNDER MY DIRECT SUPERVISION. FURTHER, THIS DOCUMENT IS IN
COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR THE STATE
OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
FOR THE FIRM,
CHRISTOPHER P. MILLER, PSM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE
CrIlearckmm
TBE
CARDNO TBE
3427 N.*. SSrn STREET
FT. LAUDERDALE. FL. 33309
PIONE•.954.930-9389
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 880 INDIAN RIVER COUNTY
BY
DA7E
DRAM
C 4ILLER
03.07-13
PREPARED BY,
CARDNO TBE
DATA SOURCE,
N /A
CHECKED
111 SOWERS
03-08-13
CARDNO TBE PN: 05038-002-00
SHEET I OF 3
33
cmoh
M
a
N
z
0
1-
c�
W
V1
I" • 100'
8
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
DRAINAGE EASEMENT 880
NARANJA TRACT SHELLMOUND BEACH
P.B. 1. PG. 6
00-
PG P�� �� Age
ANG iO NE She P Q Age -
a0
kcal
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O .
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oti
LI
S 89°55'50" E
SECTION LINE &
a SURVEY C.R. 510
(WABASSO RD.)
.0.c.
S. 1 /4 CORNER
SEC. 28-31-39
FND. BOAT SPIKE
ACO\ CEMENT \,�C
SEPA , RCS lips- L1�5
E 6 •
AOTNApSCEIR NP ARCE1 NI yOAOtl
S
EXtsTRoONER
/W ONE.E153*1E510=0 T P S
T ER
`
F/O
SNORE ONE.
B. ANDERS NYQUIST, (TR)
O.R.B. 970, PG. 349
31392700003000000003.0
LINE DATA
CURVE DATA
CI
DISTANCE
C2
S 89°55'50" E
A - 44°53'20"
A •
I I ° 10'35"
L .
519.58'
L •
558.82'
R •
663.19'
R •
2,864.79'
ACO\ CEMENT \,�C
SEPA , RCS lips- L1�5
E 6 •
AOTNApSCEIR NP ARCE1 NI yOAOtl
S
EXtsTRoONER
/W ONE.E153*1E510=0 T P S
T ER
`
F/O
SNORE ONE.
B. ANDERS NYQUIST, (TR)
O.R.B. 970, PG. 349
31392700003000000003.0
LINE DATA
LINE
BEARING
DISTANCE
LI
S 89°55'50" E
289.11'
L2
N 56°21'25" E
256.35'
L3
S 33°38'35" E
54.12'
L4
N 52°35'32" E
215.01'
L5
N 56°21'25" E
56.20'
L6
S 28°26'23" E
15.06'
L7
S 56°21'25" W
269.82'
L8
N 07°21'17" W
0.98'
Cr) Carchio
TBE
CARDNO TBE
3427 N.W. 581-1. STREET
FT. LAUDERDALE. FL. 33309
PHONE•.954-93e-93a9
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 880
INDIAN RIVER COUNTY
BY
DATE
DRAWN
CHILLER
03-07-13
PREPARED BY.
CARDNO TBE
DATA SOURCE,
N /A
CHECKED
M SOWERS
03-08-13
CARDNO TBE PN1 05038-002-00
SHEET 2 OF 3
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0 '
B. ANDERS NYOUIST, (TR)
ORB 970 PG 349
STATE ROAD 510
DRAINAGE EASEMENT 880
STATE ROAD 510 DRAINAGE EASEMENT PARCEL 880
A PORTION OF LOT 3, "NARANJA TRACT SHELLMOUND BEACH", ACCORDING TO THE PLAT
THEREOF. AS RECORDED IN PLAT BOOK 1. PAGE 6. OF THE PUBLIC RECORDS, INDIAN
RIVER COUNTY, FLORIDA, LYING IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
OF INDIAN RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCE AT THE SOUTH OAURTER CORNER OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST. OF INDIAN RIVER COUNTY, SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE UNRECORDED INDIAN RIVER COUNTY RIGHT-OF-WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD), SHEET 8 OF 10; THENCE SOUTH 89°55'50" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE. A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE. HAVING A RADIUS OF 663.19 FEET, THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45°10'50" EAST, ALONG SAID SURVEY BASELINE, A DISTANCE OF 1.062.02 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,864.79 FEET, THROUGH A CENTRAL ANGLE OF 11°10.35", AN ARC
DISTANCE OF 558.82 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE, A DISTANCE OF 256.35 FEET; THENCE
SOUTH 33°38'35" EAST, A DISTANCE OF 54.12 FEET TO A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST, (TR), AS RECORDED IN OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY.
FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 52°35'32" EAST, A DISTANCE OF 215.01 FEET TO A POINT ON THE EXISTING
SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 510; THENCE NORTH 56°21'25" EAST,
ALONG SAID EXISTING SOUTHERLY RIGHT-OF-WAY LINE. A DISATNCE OF 56.20 FEET TO A
POINT ON THE EXISTING WESTERLY RIGHT-OF-WAY LINE OF SHORE LANE AND A POINT ON
THE EASTERLY LINE OF SAID B. ANDERS NYOUIST PARCEL; THENCE SOUTH 28°26'23" EAST,
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY LINE AND SAID EASTERLY LINE OF SAID
B. ANDERS NYOUIST PARCEL. A DISTANCE OF 15.06 FEET; THENCE SOUTH 56°21'25" WEST,
A DISTANCE OF 269.82 FEET TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST
PARCEL; THENCE NORTH 07°21.17" WEST. ALONG SAID WESTERLY LINE OF B. ANDERS
NYOUIST PARCEL, A DISTANCE OF 0.98 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 2.537 SOUARE FEET (0.058 ACRES) MORE OR LESS.
Cjim10 Carlalrmo
TBE
CARDNO TBE
3427 N.M. 55?'. STREET
FT. LAUDERDALE. L. 33309
P14ONE•.954-930-9359
LB•6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 880 INDIAN RIVER COUNTY
BY
DATE
DRAIN
C HILLER
03.07.13
PREPARED BY,
CARDNO TBE
DATA SOURCE.
N/A
CRECIKED
Y SOIERS
03.08-I3
CARDNO TBE PN: 05038-002-00
SHEET 3 OF 3
3120150017721
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITI.4 CLERK OF COURT
INDIAN RIVER COUNTY FL
BK: 2832 PG: 2372 Page 1 of 5 3/24/2015 4:21 PM
Q DOCTAX PD $0.70
After Recording Return to:
Atlantic Coastal Land Title Company, LLC
855 21st Street, Suite C
Vero..Beach ...FL::3296L.._...........__........................................................._ ....".....
ACL,T File Number: 450$1445
Parcel ID Number: 31392700003000000003.0
GENERAL WARRANTY DEED
01
This Deed,, made as of this / day of March, 2015, by B. Anders Nyquist, as Trustee of the
unrecorded. Nyquist Trust #2 under Agreement dated July 22, 1992 (as. Grantor); and Indian
River. County, Florida, a political subdivision of the State of Florida, whose post: office address
is 1801 27x1 Street, Vero Beach 32960 (as Grantee);
(Wherever used herein, the tenns' grantor." and "grantee"shalt include sjngulgr andplural, heirs legitl.represenfatives t<nd
assigns of individuots, and the successors and assigns of corporations .partnerships or otherentities; wherever Oa coiueat
admits or requires.)
WITNESSETH:
That Grantor, for and in consideration of the sum of $10.00 in hand paid by Griitee, the receipt whereof is hereby
acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey' and confirm unto. Grantee forever, all the
right, title, interest, clai'm,and demand which said Grantor hasin and tothe following described parcel of land,to wit:
See Exhibit."A" attached hereto and made a parthereof;
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD' the same in fee simple forever,
AND Grantor hereby covenants with Grantee that Grantor is lawfully Seized of said land in fee simple; that Grantor has
good right and lawful.authority to sell and convey said land; that Grantor hereby fully warrants the title to said land and
will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all:encumbrances,
except taxes for the year in which this deed is given; and restrictions, reservations, limitations,. covenants, conditions and
easements of record, if any; insofar as same are valid and enforceable (however, this: clause shall not be construed to
reimpose' same).
Grantor herein warrants ° and avers that Grantor does not reside on the lands conveyed :hereby,
nor on contiguous land; nor does any member of Grantor's family dependent upon Grantor
for support.
ATLANTIC COASTAL LAND TITLE COMPANY, .LLC
A:Full Service, Florida Title Insurance Agency
IN WITNESS WHEREOF, said Grantor has signed and sealed these presents the day and year first above written.
Signed, sealed and delivered in the presence of. -
2nd Witness'
B. Anders Nyquist, as Trustee
State of Florida
County of Indian River
The foregoing instrument was acknowledged before me the date hereinafter given, by Y3. Anders
Nyquist, as Trustee, who was either personally known to me; or produced identification of
sufficient character so as to identify said individual with reasonable certainty; and who did/did not
take an oath.
Witness my hand and official sealin the County and State last aforesaid, this 1 y ay of March,
2015,
Type of identifiClt"ion provided (Check One):
40 Driver's License
[ ] Passport
[ 1. Government (State or Federal) ID Card
[ ] Resident Alien ID Card
[ ] Other
Notary Public.
ATLANTIC COASTAL LAND TITLE COMPANY, LLC
A Full: Service, Florida Title Insurance Agency
Ut5UK I V` I. 1 ON
PARCEL 31392700003000000003.0
B. ANDEF S NYQ.0 I ST, (TR)
_.. O R.B.... _9 7O PG 349
STATE ROAD 510
RIGHT-OF-WAY PARC
SURVEYOR'S ....NOTES: ....... .......:.:...............
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE. S.E. 1/4 OF SECTION 28; SAID LINE BEARS S 89°55'50' E.-
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 tWABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES, DATED "FINAL GMB 3-08"., CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN. DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
a - BASELINE
C.R. - COUNTY ROAD
D.E. . DRAINAGE EASEMENT
A - DELTA
FND. • FOUND
L I. ARC LENGTH
Q.R.B. OFFICIAL RECORDS BOOK
P.B. - PLAT BOOK
PG. 4 PAGE
E PROPERTY LINE
P.O.B. - POINT OF BEGINNING
P.O.C. . POINT OF COMMENCEMENT
R - RADIUS
R./W - RIGHT-OF-WAY
SEC. ■ :SECTION
S.R. - STATE ROAD
T.C.E. TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE AND ACCURATE TO THE
BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED. UNDER MY DIRECT SUPERVISION.
FURTHER, THIS DOCUMENT IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSLONAL SURVEYORS AND MAPPERS IN
CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
FOR THE FIRM,
iL
_' '-i
28
r"• 100'
LI
33
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, (TR)
ORB 970" PG 349
STATE ROAD 510
RIGHT—OF—WAY PARCEL 480
S 89°5550" E
SECTION LINE a
I. SURVEY C.R. 510
(WABASSO RD.)
NARANJA.TRACT SHELLMOUND BEACH
P.B.1 14 P0.
ig„.%co4
l'Sje (a,
96\
\
5NPNVI
cigaioGS,
IN* \-
-P
.0.C,
S. 1/4 COR7(7-
SEC. 28-3I-39
FND. BOAT .SPIKE
-0 • 0- s
1-. c.. s . Nc.0.110) 51
ssP.NOs o.otuwEN4I-
piNskcsv. 15soNs
10005 gRGEN... WOO.sn pAgctl...
5. 5.
VASIA,C4G SOUV5..RO.
RPS \--TA'a
°1S*Tillii7°
B. ANDERS NYOUIST. (TR)
970, P0. 349
3139270000300000000-0
LIsNE DATA.
LINE
BEARING
DISTANCE
LI
S 89°55'50" E
289.11'
L2
N 56921'25" E
263.32'
L3
S 33°38'35" E
40-00'
L4
N 56°2125" E
207.57'
L5
S 52°35'32" W
215.0/'
L6
N 07°21'17" W
15,75'
j", =spevilinita
THE
VARDNO TAM
3427 11.W. 3511ri STREET
FT. LwormROALE. FL, 33309
FHormi.-g54=e3s-9399
Lizr.0860
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 480
INDIAN RIVER COUNTY
01:
DATE
PRA99
C MILLER
93-97-13
PREPARED ay.
:cam:No TEM
DATA SOURCE
N /A
CHECKED
'SCHIEM
DST.08.-.13
'CARDNO TBE PHs 05038-002700
SHEET 2 OP'. .3
CURVE DATA
CI
C2
A
- 44°58'20"
A
.
1I°19'.$5"
L
w
519.58'
L
•
558.82'
R
•
663.19'
R
•
2,864.79'
j", =spevilinita
THE
VARDNO TAM
3427 11.W. 3511ri STREET
FT. LwormROALE. FL, 33309
FHormi.-g54=e3s-9399
Lizr.0860
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 480
INDIAN RIVER COUNTY
01:
DATE
PRA99
C MILLER
93-97-13
PREPARED ay.
:cam:No TEM
DATA SOURCE
N /A
CHECKED
'SCHIEM
DST.08.-.13
'CARDNO TBE PHs 05038-002700
SHEET 2 OP'. .3
' SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
ORB - 970 .................._.............._. .
STATE ROAD 510
RIGHT-OF-WAY PARCEL 480
STATE ROAD .510 RIGHT-OF-WAY PARCEL 480
A PORTION OF LOT 3,"NARANJA TRACT SHELLMOUND BEACH", A.CCORDING TO THE PLAT
THEREOF., AS RECORDED IN PLAT BOOK 1, PAGE 6, OF THE PUBLIC RECORDS, INDIAN
RIVER COUNTY,. FLORIDA. LYING IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST..
OF INDIAN. RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCE AT THE SOUTH OAURTER CORNER OF SECTION 28. 'TOWNSHIP 31 SOUTH, RANGE 39
EAST.: OF INDIAN RIVER COUNTY, SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE. UNRECORDED: INDIAN RIVER COUNTY RIGHT-OF-WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD). SHEET 8 OF 10; THENCE, SOUTH 89°55'50" EAST.
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE,A
DISTANCE OF 289.11 FEET TO :A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE. HAVING A RADIUS OF 663.19 FEET. THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519..5.8 FEET TO A POINT OF TANGENCY; THENCE:
NORTH 45°10'5.0" EAST. ALONG SAID SURVEY BASELINE. A DISTANCE OF 1.062.02 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
HIVINGCA RADIUS
OF 2,864.79AFEET, THROUGH
UGHGA ANGLETANGENCY; SURVEY 10'35.
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
F
F
OF 11°10'35"„ AN ARC
NORTH 56°21'25" EAST.
ALONG SAID SURVEY BASELINE. A. DISTANCE OF 263.32 FEET; THENCE
SOUTH 33°39'35" EAST.A DISTANCE OF 40.00 FEET TO A POINT ON THE EXISTING
SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 510 AND A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST. (TR), AS RECORDED .IN OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA. SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 56°21'25" EAST, ALONG SAID EXISTING SOUTHERLY RIGHT-OF-WAY LINE', A
DISTANCE OF 207.57 FEET; THENCE SOUTH 52°35'32" WEST, A DISTANCE OF 215.01 FEET
TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST PARCEL; THENCE
NORTH 07°21'17" WEST, ALONG SAID WESTERLY. LINE' OF B. ANDERS NYOUIST PARCEL. .A
DISTANCE. OF 15.75 FEET TO THE .POINT OF BEGINNING.
SAID PARCEL CONTAINING 1,465 SQUARE. FEET (0.034 ACRES) MORE OR LESS.
4,:j7WCZWFANOrrum
TBE
C.ARDNO TBE
3427 N. UY. 3Stn ,STREET,
"FT, 1-.Ai1DERDwLE. FL. 3.3309
PHONE 954930=9339
L.B'•66CiB
PARCEL. SKETCH - NOT A .SURVEY
STATE ROAD NO. 510 PARCEL 480 INDIAN RIVER COUNTY
s6,
DATE
DRAMS
C MILLER
03'-07.1:3
PREPARED BYt
CARQNO. T8E.
DATA 5gtRfcE4
N %A
. CHECP ED
M ,SOp£RS
o3-oe-'3
CARDNO TBE PHI 05038-002-00
SHEET 3 OF 3
• Public Drainage Easement _..........._........._....... ..._....._...........
CR510 Prof ect #0549 —55th Avenue to IR Lagoon
US 1— 87th Street to se Street
PID #31-39-27-00008-0000-60003.0 PP#880
Prepared by andreturn to: IRC -PW -lg
1801 27th Street, Vero Beach, FL.3296043388
3120150017722
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL' ORIGINAL'
BK: 2832 PG: 2377 Page 1 of 4 3/24/2015 4:21 PM '
D DOCTAX PD $0.70
PUBLIC DRAINAGE EASEMENT
1 (-
This Grant of Easement, m ade and. executed this /9 day of March , 2015 by
B. Anders Nyquist, as Trustee of the Unrecorded Nyquist Trust #2, u/a/d July 22, 1992,
whose address is 1805 19th Place, #100, Vero Beach, FL 32960, hereinafter called
GRANTOR*, to INDIAN RIVER COUNTY, FLORIDA, a political subdivision of the State of Florida,
whose address is 1601 27th Street, Vero Beach, FL 32960-3388,hereinafter called GRANTEE*.,
*Whenever used herein the term GRANTOR and GRANTEE include allparties tQ 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 Storm -Water Drainage on, over, across, and.
beneath the following described land, together with the rightof 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 thatif 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: B. Anders Nyquist, as Trustee of the
Unrecorded Nyquist Trust #2, u/ald July
Sign: 22, 1992..
Printed name: Grantor Signature B
_J. o 1 4, Asa/
Witness
Sign: t c...Jiii
Printed name:
Printed Name: B. Anders Nyquist, Trustee
Witness
State of Florida}
Indian River County}
The foregoing instrument was acknowledged before me this /9 M
day of re,k , 204, by
B. And, -,siihlyquist, as Trustee of the Unrecorded Nyquist Trust #2, u/ald July 22, 1992,
wh�t`'M,�rp,;; ela°tf�r,61.4N% known to me or produced / as identification,
need Seal ,, ; irlterj e;
(52rOssiofiRr-- .- x EcaS p .'g'
TFate
Sign:✓f�� 5��
Notary Public
Approved as to Form and Legal Sufficiency:
County Atternev
5Kt.ILH 01- UtSLK1E'I 1UN
PARCEL 31392700003000000003.0
B. ANDERS NYOU I ST 9 (TR)
ORB ..... 970..._....PG 349
STATE ROAD 510
DRAINAGE EASEMENT 880
SURVEYOR'S NOTES = ..............._......._._..._.._....... _........._.... _...................._...
1. THIS IS A
Y
URVEY
2. BEARINGSNSHOWN BBASEDRONSCENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E, 1/4 OF SECTION 28; SAID LINE BEARS $ 89°55`50.. E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION. AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES, DATED ".FINAL GMB 3-08'x, CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
a } BASELINE
C.R.. ■ COUNTY ROAD
D.E. - DRAINAGE EASEMENT
A - DELTA
FND. • FOUND
L , ARC LENGTH
O.R.B. • QFFICIAL RECORDS BOOK
P.B. ■ PLAT BOOK
PG. ■ PAGE
PROPERTY LINE
P.O.B. . POINT OF BEGI.NNING.,.
P.O.G. - POINT OF COMMENCEMENT
R • RADIUS
R/W . RIGHT-OF-WAY
SEC. ' • SECTION
S.R. STATE ROAD
T.C.E. • TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE AND ACCURATE TO THE
BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED UNDER MY DIRECT SUPERVISION.
FURTHER, THIS DOCUMENT IS IN COMPLIANCE WITH. THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA
STATUTES.
FOR THE FIRM,
_ �.., = . I I -�CQ &I)c-
CHR I STOPHER .P, , MI L'LER, PSM
FLORIDA REGISTRATION NUMBER. 5921
CARDNO TBE
CARDNO TBE
342T N. W..' 55.r.F..STREET.
FT. LAUDERDALE, FL. 33309
PHONE! • 954'-936 -4,"589
LU 666®
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 880 INDIAN RIVER COUNTY
DAM SOURCE!
NIA
DRAM
OT
C MILLER
DAVE
03.0T-13
CHECKED
M SOIYERS
03.08-13
PREPARED BY,
CA1DNO TBE
'CARENO TBE PN: 05038-002-0.0
SHEET 1' OF
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQU I ST, (TR)
ORB9..7.0_._..... P G..._......33.�.............................................._...._................
STATE ROAD 510
DRAINAGE EASEMENT 880
NARANJA TRACT SHELLMOUND.
P.B. 1, PG. 6
■ 100'
BEACH
J��poGga
�Rp`C GES
0 . \
to
500:(
$ L1
33
S 89°55'50" r
SECTION LINE S
(W'ABASSO URVEY RD. 3 ,5I0
.0.C.
S. 1 /4 CORNER
SEC. 28-,31-3S
FND. BOAT SPIKE
Ciairciirsv
TBE
.CARDNO TBE
3427 N.W. SSPN STREET
FT. LAUDERDALE. FL.: 33309.
PFIONE • . 954 - 938 -9309.
LB -6669
c,
3
' pQ- QV I DEQ �� - �''�
p,C OCVNEN c
SEP � P A� �L � E p,5'� SER RGEL
Vel PA .
S Lt SE WOU�
WE ANDER RCE,�-
N� OV g t P SOV NER � WEs1 Rte`(
EX�S�Vkl��E EXZS�RO%W1P
SHOP'
5.
B. ANDERS NYOUIST, CTR)
O.R.B. 970, PG. 349
313927000030000000.03.0
LINE. DATA
CURVE DATA
C1
DISTANCE
C2
p.
44°53'20"
A - 11°10'35"
L •
519.5.8'
L • 558.82'
R •
663.19'
R • 2,864.79"
Ciairciirsv
TBE
.CARDNO TBE
3427 N.W. SSPN STREET
FT. LAUDERDALE. FL.: 33309.
PFIONE • . 954 - 938 -9309.
LB -6669
c,
3
' pQ- QV I DEQ �� - �''�
p,C OCVNEN c
SEP � P A� �L � E p,5'� SER RGEL
Vel PA .
S Lt SE WOU�
WE ANDER RCE,�-
N� OV g t P SOV NER � WEs1 Rte`(
EX�S�Vkl��E EXZS�RO%W1P
SHOP'
5.
B. ANDERS NYOUIST, CTR)
O.R.B. 970, PG. 349
313927000030000000.03.0
LINE. DATA
LINE
BEARING
DISTANCE
LI
S. 89°55'5O" E
289..11'
L2
N 56°21'25" E
256.35'
L3
S 33°38'35" E
5.4.12'
L4
N 52°35'32" E
215.01'
L5
N. 56°21'25- E
56.20'
L6
S 2.8°26'23" E.
15.06'
L7
S 56°21 '25" W
269.82'.
L8
N 07°2l'17" W
0.98'
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 880 INDIAN RIVER COUNTY
DATA@OURCE•
N /A
BY
DATE
DRAWN
C MILLER
93-97-13
CHECKED
o3-oe-13
PREPARED at
CARPNb T@E
CARDNO TBE PNI 05038-002-00
SHEET 2 OF 3
' SKETCH OF DESCI-31H1lON
PARCEL 31392700003000000003.0
B., ANDERS NYOUIST, (TR)
GRB 970 PO 349
STATE ROAD 510
DRAINAGE EASEMENT 880
STATE ROAD 510 .DRAINAGE EASEMENT PARCEL 880.
A PORTION OF LOT 3, '14ARANJA TRACT SHELLMOUND BEACH", ACCORDING TO THE .PLAT
THEREOF, AS RECORDED IN PLAT BOOK I, PAGE 6, OF THE PUBLIC RECORDS, INDIAN
RIVER GooNTy, FLORIDA, LYING IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
OF INDIAN RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS;
•
COMMENCE: AT THE SOUTH OAURTER CORNER OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST, OF INDIAN RIVER COUNTY SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN: ON THE UNRECORDED INDIAN RIVER 'COUNTY RIGHT-OF-WAY MAP
FOR. COUNTY ROAD 510 CWABASSO ROAD), SHEET 8 OF 10; THENCE SOUTH,89°55'50" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE, A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE, HAVING A RADIUS OF 663.19 FEET, THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45'10'50'. EAST, ALONG SAID SURVEY BASELINE, A DISTANCE OF I.962.02 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,864.79 FEET, THROUGH A CENTRAL ANGLE OF 11010'35*", AN ARC
DISTANCE OF 558,82 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE. A DISTANCE OF 256.35 FEET; THENCE
SOUTH 33°38'35" EAST. A DISTANCE OF 54.12 FEET TO A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANbERS NYOUIST, (TR), AS RECORDED IN. OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 52°35'32" EAST. A DISTANCE OF 215,01 FEET TO A POINT ON THE EXISTING
SOUTHERLY RIGHT."0E-WAY LINE OF STATE ROAD 510; THENCE NORTH ”°21•2.5 EAST, .
ALONG SAID EXISTING SOUTHERLY RIGHT-OF-WAY LINE, A DISATNCE OF 56.20 FEET TO A
POINT ON THE EXISTING WESTERLY RIGHT-OF-WAY LINE. OF SHORE LANE AND A POINT ON
THE EASTERLY LINK OF SAID 0..ANDERS NYOUIST PARCEL; THENCE SOUTH 284'2623" FAST.
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY LINE AND SAID EASTERLY LINE OF SAID
B. ANDERS NYOUIST PARCEL, A DISTANCE OF 15.06 FEET; THENCE SOUTH 56°2125 WEST,
A DISTANCE OF 269.82 FEET TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST
PARCEL; THENCE NORTH 07921'11** WEST, ALONG SAID WESTERLY LINK OF O. ANDERS
NYOUIST PARCEL. A DISTANCE OF 0.98 FEET TO THE POINT OF BEGINNING:.
SAID PARCEL CONTAINING 2.537 SOUARE FEET (0.058 ACRES) MORE OR LESS.
Casit.cifirics
173E
0ARDNO TeE.
3421 N.W. 59,h STREET
,FT. LAUDERDAUE. OIL* 33309
PHONE..954939.9389
LB.6639
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. .510 - PARCEL 880 i NO1 AN 'RI VER COUNTY
DATA SOURCe!
N /A
DT
DATE
C MILLER
03` -.07. -
CHECKED
SottEas
0-013.f3
PREPARED DT
CARPND /13.
CARDNO TBE PIO 0500002-Q0
sligp.T 3 OF 3
TCE - CR510 Pro1ect #0549 _ 55'l Avenue to IR :Lagoon
US 1 - 87tH Street to 84th Street.- McMahon Design Section
"PID#31'=39=27-00003=0000=00003:0 Project Patcef#780.. ..
Prepared byrand return to: IRC -PW -Ig
1801 27th Street, Vero Beach, FL 32980-3388
3120150017723
RECORDED IN THE PUBLIC RECORDS OF •
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL
BK: 2832 PG: 2381 Page 1 of 4 3/24/2015 4:21 PM
D DOCTAX PD $0.70
TEMPORARY CONSTRUCTION EASEMENT
This TElyIPORARY CONSTRUCTION EASEMENT; made and"executed, thisday of
M Grp , 2015.by B. Anders Nyquist, as Trustee of the Unrecorded Nyquist Trust #2,
u/a/d July 22, 1992, whose address is 1805 19th Place, #100, Vero Beach, FL 32960,
hereinafter called GRANTOR to Indian. River County, a. political subdivision of the State of
Florida,. whose address is 1801 27th Street, Vero Beach, Florida 32960-3388, hereinafter
called GRANTEE,
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 unto the
GRANTEE a TEMPORARY CONSTRUCTION EASEMENT on, over, across, and beneath
the following described land, situate in Indian River County, Florida, to -wit:
EXHIBIT "A" ATTACHED HERETO AND MADE A. PART HEREOF
This easement is for the purpose of all. construction incidentals, such h as; grading, sloping,
sodding, etc. This easement shall exist only until the completion of the construction workfor
the. CR510/US1 Project No. 0549.
IN WITNESS WHEREOF the GRANTOR has herein set its hand and seal the day and year
first above written.
Signed, sealed, and delivere
in the presence of:
Witness Signature
Printed Name: 'c 1 b. 5. ae 6L,I
Witness Signature
Printed Name:
J-21s411t
B. Anders Nyquist, as Trustee of the
Unrecorded .Nyquist Trust #2, u/a/d Jul,
1992. \,.2 /-
Grantor
Grantor S ignature
Printed Name: B. Anders Nyquist, Trustee
STATE OF FLORIDA}
COUNTY OF INDIAN RIVER}
The foregoing instrument wasacknowledged before me this / q day of Mare,k
2015 by on behalf of B. Anders Nyquist, as Trustee of the
Unrecorded Nyquist Trust #2, u/a/d July 22, 1992, and he is pernally known to me or
produced driver's license as identification.
Priried 164tec ' intssion #
#EE070969 47.6.`
°''fBrr el4ii at���a�
Sign:
Notary Public � Ke.j / /' 5, ge a -I
Approved as to Form and Legal Sufficiency:
County Attorney
SKtIUH ULJUI—(11-111UN
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, .(TR)
ORB 970 PG 349 - - -
STATE ROAD 510
. TEMPORARY CONSTRUCTION EA
.......................................................
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E. I/A OF SECTION 28; SAID LINE BEARS S 89°55#50 E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH ES BASED ON THE PRELIMINARY
RIGHT—OF—WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES, DATED -FINAL GMB 3-08-, CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.,
. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
a • BASELINE
C.R. • COUNTY ROAD
D.E. - DRAINAGE EASEMENT
DELTA
FND.
- ARC LENGTH
O.R.B. • OFFICIAL RECORDS BOOK
P.B. - PLAT BOOK
PG.
: PAGE
LINE
P.O.B. ▪ POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
- RADIUS
RIW . RIGHT—OF—WAY
SEC. - SECTION
S.R. - STATE ROAD
T.C.E. . TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATIONs
I HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE AND ACCURATE TO THE
BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED UNDER MY DIRECT SUPERVISION.
FURTHER, THIS DOCUMENT 15 IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER tJ.17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.0274 FLORIDA
STATUTES.
FOR THE FIRM,.
u-co_y_b.(3
EPRIST5PHE P. MILLER,. ISM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE
<11, g,*ca
TBE
CARDNO TEM
3427 14.Ar-88.P.m STREET
T. LAuDENDALEA FL: 3330g
PHONE. .954'-93e-23
i.81.6113613
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780 INDIAN RIVER COUNTY
BY
DATE
DRAVA
C' MILLER
03-07- I3
PREPARED BY
CARDNO TOE
DATA.SDORCEs
CHECKED
msovisfr4
03..00-13
CARDNO TBE PNi 05038-002-00
SHEET 1 OF 3
28 LI
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST. (TR)
- — - 'ORB .97a PG ZA
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
NARANJA TRACT SHELLMOUND BEACH
J1.11.1.1.1111.1111.
P.B. 1, PG. 6
G
4,(2).
e349.,
40. •';
33
4,Q1
A le
!Z)
4, CP
S 89'55'50- E'
SECTION LINE a
a SURVEY C.R. 510
(WABASSO RD.'
.0.C.
S- 1/4 CORNER
SEC. 28-31-39
FND. BOAT SPIKE
SI
PAS'tCV.A.. V13011 ,acet.
Nvovas e.
tX151ING 500-0
R/V1 N-110-
sNoe
B. ANDERS NYOUIST. (TR)
O.R.B. 970, PG. 349
31392700003000000003.0
LINE DATA
LINE
BEARING
DISTANCE
LI
S 89'55'59" 'E
289.1 '
L2
N 56°21'25" E
' 255.0'.
L3
S 35035'3 " E
55-00*
L4
N 56°2I'25
269-82!
L5
S. 28°26'23" E
25.10'
L6
S 56'21'25" W
279..89'
L.7
N 07021!17" W
27.88'
CURVE DATA
CI
bk - 44°53'20"
L - 519.58'
R . 663.19"
C2
A . 11'2(035"
L - 558.82'
R • 2.864.79'
‹.1"Y THE
CARONO TBE
34Wr N.W. TBE..
sTBEE,I,
LAUDERDALE. FL. 33309.
PHONE4.054..038-9389
1.8 636
PARCEL SKETCH - NOT A SURVEY
STATE: ROAD h10.
510 - PARCEL 780
INDIAN
RIVER COUNTY
DT
DATE.
ammo;
Lau.t.En
03-OY-15
BY
CARON)? TBE
DATA SQUJE.
N /A
aHECKED
U t'oittatt
03-08.13
CARDNO TBE PN $ 05038.-002-00
SHEET 2 OF5
'• 'thfETCH OF DESCR I PT I ON
PARCEL 31392700003000000003.0'
B. ANDERS NYOUIST, (TR)
ORB 970 PG 34-9
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
STATE ROAD 510 TEMPORARY CONSTRUCTION EASEMENT PARCEL 780
A PORTION OF LOTS 3 •AND 13A "NARANJA TRACT SHELLMOUND BEACH", ACCORDING TO THE
PLAT THEREOF. AS RECORDED IN PLAT BOOK 1.PAGE 6, OF THE PUBLIC RECORDS.
INDIAN RIVER COUNTY., FLORIDA. LYING IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST. OF INDIAN RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTH QAURTER CORNER OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE •39
EAST, OF INDIAN RIVER COUNTY. SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE UNRECORDED INDIAN RIVER COUNTY RIGHT-OF-WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD). SHEET 8 OF 10; THENCE SOUTH 89°5550" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE. A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE, HAVING A RADIUS OF 663.19 FEET, THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45°10'50" EAST. ALONG SAID SURVEY BASELINE. A DISTANCE OF 1,062.02 FEET
TQ A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,864.79 FEET, THROUGH A CENTRAL ANGLE OF 11°10'35", AN ARC
DISTANCE OF 558.82 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE, A DISTANCE OF 255.91 FEET* THENCE
SOUTH 33'38'35" EAST, A DISTANCE OF 55.00 FEET TO A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST. (TR). AS RECORDED IN OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 56°21'25" EAST, A DISATNCE OF 269.82 FEET TO A POINT ON THE EXISTING
WESTERLY RIGHT-OF-WAY LINE OF SHORE LANE AND A POINT ON THE EASTERLY LINE OF
SAID B. ANDERS NYQUIST PARCEL; THENCE SOUTH 28°26'23" EAST, ALONG SAID EXISTING
WESTERLY RIGHT-OF-WAY LINE AND SAID EASTERLY LINE OF SAID B. ANDERS NYOUIST
PARCEL, A DISTANCE OF 25.10 FEET; THENCE SOUTH 56°21'25" WEST, A DISTANCE OF
279.89 FEET TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST PARCEL;
THENCE NORTH 07°21 [7' WEST. ALONG SAID WESTERLY LINE OF B. ANDERS NYOUIST
PARCEL, A DISTANCE. OF 27.88 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 6,871 SOUARE FEET (0.158 ACRES) MORE OR LESS.
Cairclirscr
THE
CARDNO TBE •
54E7 N.W. SEvN STREET,
RT.-LAUDERDALE4 FL, 33309
PNONE-i954-930,9389
:-BmsIsse
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780 INDIAN RIVER COUNTY
0Y
OATS
DRAIN
thau.m
0307,43
PREPARED BY;
CARD IZIP TBE11
DATA 5000Ct.: •
iA
OlEticED
I. soRs
01- 13.
CARDNO TBE. PNr 05038-002-00
3 OF
3120150017721
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL
BK 2832 PG: 2372 Page 1 of 5 3/24/2015 4:21 PM
D DOCTA7C PD $0.70
After Recording Return to:
Atlantic Coastal Land Title Company, LLC
85.5 21St Street,Suite C
-Vero .Beach ...F.L.:.329.61.................._........................._........._..... ....................
ACLT File Number: 45081445
Parcel ID Number: 3:139270,0003Q0000,0003,:0
GENERAL WARRANTY DEED
This Deed, made as of this / / day of March, 2015, by B. Anders Nyquist, as Trustee of the
unrecorded Nyquist Trust #2 under Agreement dated July 22, 1992 (as Grantor); and Indian
River County, Florida, a political subdivision of the State of Florida, whose post office address
is 1801 27th Street, Vero Beach 32960 (as Grantee);
(Wherever used herein, the terms "grantor" d "grantee'shall include slogular ahaplural, heirs, legal representatives, and
a ssigns.ofindividuaLt, and the snacessnrs and assigns of corporations, .partnerships or otherentities; wherever theco.next
so admits orrequires.)
WITNESSETH:
That Grantor, for and in consideration of the sum of $10.00 in hand paid by Grantee,the receipt whereof is hereby
acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee forever, all the
right, title, interest, claim and demand which said Grantor has in and tothe following described parcel of land, to wit:
See Exhibit."A" attached hereto and made a part hereof;
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD the same in fee simple forever,
AND Grantor hereby covenants with Grantee.that Grantor is lawfully seized of said land in fee simple; that Grantor has
good right and lawfulauthority to sell and convey said land; that Grantor hereby fully warrants the title to said land Stud
will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all. encumbrances,
except taxes for die year in which this deed is given; and restrictions, reservations, lhnitai ons,. covenants. ccgnditions and
easements of record, if any; insofar as sable are valid arid enforceable (however, this clause shall not be construed to
.reiinpose same).
Grantor herein warrants - and avers that Grantor does not reside on. the lands conveyed hereby,
nor on contiguous land; nor does any Member of Grantor's family dependent upon Grantor
for support.
ATLANTIC COASTAL LAND TITLE COMPANY, LLC
A:Fu11 Service, Florida Title Insurance Agency
IN WITNESS WHEREOF, said' Grantor has signed andsealed these presents the day and year first above, written.
Signed, sealed and delivered lathe presence of:
2nd Witness'
B. Anders Nyquist, as Trustee
State of Florida
County of Indian, River
The foregoing instrument was acknowledged before me the date hereinafter given, by I3. Anders
Nyquist, as Trustee, who was either personally known to me; or produced identification of
sufficient character so as to identify said individual with reasonable certainty; and who did/did not
take an oath.
Witness my hand and official seal in the County and State last aforesaid, this I ay of March,
2015.
Type of identification provided (Check One):
ki Driver's License
[ ] Passport
[ 1 Government (State or Federal) ID Card
[ J Resident Alien ID Card
[ 1Other
2Z --Sm
Notary Public.
ATLANTIC COASTAL LAND TITLE COMPANY, LLC
A Full Service, Florida Title Insurance. Agency
S.KhIGH 01- ULSLK.1HI 1UN
PARCEL 31392700003000000003.0
B. ANDERS NYQ:U. I ST, (TR)
ORB 970 PG 349
STATE ROAD 510
RIGHT-OF-WAY PARC 4.80
SURVEYOR'S NOTE.S..s...................................__......................_.........._... _.................._._......
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE. S.E. 114 OF SECTION 28; SAID LINE BEARS S 89°55'50~ E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS, US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 tWABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES. DATED "FINAL GMB 3-08'. CONSISTING OF 10 SHEETS
A5 DIRECTED BY INQIAN RIVER COUNTY. FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
a - BASELINE .
C.R. - COUNTY ROAD
D.E. • DRAINAGE EASEMENT
- DELTA
FND. - FOUND
L • ARC LENGTH
O.R.B. • OFFICIAL RECORDS BOOK
P.B. - PLAT BOOK
PG. • PAGE
• PROPERTY LINE
P.O.B. • POINT OF BEGINNING
P.O.C. . POINT OF COMMENCEMENT
R
• RADIUS
R./W - RIGHT -OF -WAY
SEC. • SECTION
S.R. - STATE ROAD
T.C.E. - TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE. AND ACCURATE TO THE
BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED UNDER MY DIRECT SUPERVISION -
FURTHER, THIS DOCUMENT IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN.
CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472..027. FLORIDA
STATUTES.
FOR THE FIRM,
Clv0414t,-. MIL
CHRISTOPHER P. M'ILLER, PSM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE
TBE
CARDNO 7SE
3427 N.W. 357N STREET
P1. LAUDERDALE. FL. 33309
PRONE •'.954 -5136 -9389
L8.6868
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 PARCEL 480 INDIAN RIVER COUNTY
DATA.BOJRDE!.
/A
DRAIN
BY
C. MILLER
DATE
03-01-13
PREPARED BY,i
CARDNO TB6
CHECKED
M S0AERS
b3-08.13
CARDNOr TBE PNt 0.5038-002-00
SHEET 1 OF 3
SECTION 28-31
1"
28 LI
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST, (TR)
— -- ORB 970 PG 34-9
STATE ROAD 510
RIGHT-OF-WAY PARCEL 480
NARAN.JA - TRACT SHELLMOLIND BEACH
P.U.. 1, PG. 6
c)c) 4,C3
veal
3 3
S 89°55'50"
SECTION LINE 6
SURVEY C.R. 510'
(WABASSO RD,)
.0.C.
S. 1/4 CORNER
SEC. 28-31-39
FND. BOAT SPIKE
s0,,Wk.N1 clockWAI-- ..c.‹b
s. NclokNIV
FO'kcs2L 11,0L
SN5-
%DOS C
PNR00..PAgSL.
5. .
S.1.151.1, CANVOrk0
F0\14 \--I.
WSIANG WSSIV-0
SNAVIE 1--.-
5. ANDERS NYOUIST. (TR)
O.R.B. 970.. PO. 345
31392700003000000003.0
•LII\IE, DATA.
LINE
BEARING
DISTANCE
LI
S 89°55'50" E
289.11'
L2
N 56°21'25" E
263.32'
L3
S •33°38'35" E
40-00"
L4
N 56°21'25" E
207.57'
L5
S 52°35'32" W
215.01'
L6
N 07°21'17" W
15.7 '
CURVE DATA
CI
A - 44°53'20"
L - 519.58'
R • 663.19'
C2
.0.
L
R
. 11°10'35"
- 558.82'
• 2,864.79'
4:j17)=WwWirsio,
TBE
CARDNO TIDE
3427 N.W. 35.14, STREET
WT. LAumnpALE. L. 33309
PHONE .95493..9399
L9.6669
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 480 INDIAN RIVER COUNTY
DATA sow= k
N fA
PRA104
BY,
C MILLER
PATE
03,07-1;
PREPARED
GKIVHD tee.
CHECKED
US090M
b3 -o$-13
CAMINO TBE PNA 06038-002700
SHEET 2 00 3
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003..0
B. ANDERS NYOUIST, (TR)
0 R,B.....__.97.0:..........PG..........,34...9.....................:...............................
STATE ROAD 510
RIGHT-OF-WAY PARCEL 480
STATE ROAD" 510 RIGHT-OF-WAY PARCEL 480
A PORTION OF LOT 3."NARANJA TRACT SHELLMOUND BEACH", ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 6, OF THE PUBLIC' RECORDS. INDIAN
RIVER COUNTY,. FLORIDA, LYING IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
OF INDIAN. RIVER COUNTY, FLORIDA.. SAID PARCEL BEING. MORE PARTICULARLY DESCRIBED
AS FOLLOWS;
COMMENCE AT THE •SOUTH OAURTER CORNER OF SECTION' 28. 'TOWNSHIP 31 SOUTH, RANGE 39
EAST, OF INDIAN RIVER COUNTY, SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE UNRECORDED: INDIAN RIVER COUNTY R I G1T -OF -WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD). SHEET 8 OF IO; THENCE: SOUTH 89°55'50" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE, A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE. HAVING A RADIUS OF 663.19 FEET, THROUGH A CENTRAL. ANGLE OF
44053'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45:°10'5.0" EAST;, ALONG SAID SURVEY BASELINE,.A DISTANCE OF 1.062 02 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE. CONCAVE. TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF, SAID CURVE AND,ALONG SAID SURVEY BASELINE.
HAVING A RADIUS OF 2,8.64.79 FEET, THROUGH A CENTRAL ANGLE OF 1101.0'3:5", AN ARC
DISTANCE OF 558.82 FEET TO A. POINT OF TANGENCY; THENCE NORTH 56°21'25 " EAST,
ALONG SAID SURVEY BASELINE. & DISTANCE OF 263:32 FEET; THENCE
SOUTH 33'30'35" EAST. A DISTANCE OF 40..00 FEET TO A POINT ON THE EXISTING
SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 510 AND A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST, (TR), AS RECORDED .I.N OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN .RIVER COUNTY,
FLORIDA. SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 56°21'25" EAST, ALONG SAID EXISTING SOUTHERLY RIGHT-OF-WAY LINE. A
DISTANCE. OF 207:57 FEET; THENCE SOUTH 52°35'32" WEST,. A. DISTANCE OF 215.01 FEET
TO A POINT ON SAID WESTERLY LIH,E OF B.. ANDERS NYOUIST PARCEL; THENCE
NORTH 07°21'17" WEST, ALONG SAID WESTERLY, LINE OF B. ANDERS NYOUIST PARCEL, A
DISTANCE OF 15.75 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 1,465 SOUARE. FEET (0.034 ACRES) MORE OR LESS.
1Cmireinicr
CARDNO TBE
VT, LAU7 ERD*LE.hSRL.. 5TREE,T3309
P$0NE•-9S4-938-9389
LB•6669
PARCEL SKETCH NOT A"SURVEY
STATE ROAD NO. 510 - PARCEL 480 INDIAN RIVER COUNTY
BY,
DATE
DRAMs
C MILLER
03"-137-13
PREPARED 6Yp
CARE) t,10 TBE.
pATA $04RCE.
N IA
CHECAED
MI .sONERS
03.08-13
CARDNO TBE PN. 05038-002-00
SHEET 3 OF 3
Public Drainage Easement _........................... .._......._._...
CR510 Project:#0549—5511-Avenue to IR Lagoon
US 1— 87th ,Street to 841h Street
PID #31.39-27.-00003-0000-00003.0 PP#880
Prepared byand return to: IRC -PW -lg
1801 .7th Street, Vero Beach, FL 32960-3388
3120150017722
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL • .. ' ' . .. ORIGINAL
BK: 2832 PG: 2377 Page 1 of 4 3/24/2015 4:21 PM
D DOCTAX PD $0.70
PUBLIC DRAINAGE EASEMENT
This Grant of Easement, made and, executed this /9 -day of M arc, h , 201 by
B. Anders Nyquist; as Trustee of the Unrecorded Nyquist Trust #2, u/ald July 22, 1992,
whose address is 1805 19th Place, #100, Vero Beach, FL 32960, hereinafter called
GRANTOR*, to INDIAN RIVER COUNTY, FLORIDA, a political subdivision of the State of Florida,
whose address is 1801 27th Street, Vero Beach, FL 32960-3388, hereinafter called GRANTEE,
•Whenever used herein the term GRANTOR and GRANTEE include all parties .t� this instrument and their
heirs, legal representatives; stitce$sors, and assigns.
W1 TN.ESSETH:
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 Storm -Water Drainage on, over, across, and.
beneath the following described land, together with the rightof 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 thatit 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: �r
Witness
Printed name
)
Sign:•—
Printed name:
-e
Witness
B. Anders Nyquist, as Trustee of the
Unrecorded Nyquist Trust #2, u/a/d July
22, 1992.
Grantor Signature f3
Printed Name: B. Anders Nyquist, Trustee
State of Florida}
Indian River County}
The foregoing instrument was acknowledged before me. this
B . AnprisiNlyauist, as Trustee of the Unrecorded Nyquist
wh@ti�`� ,�.1IAIN,known to me or produced
• ��gS10N�p `moo
ti
• :.k'20' V. o Sign'
t`arnted Seal 't�, • incegve,
(grantssiottrwe : xptraj4Uate
r,.Oj •. 331456:05: 8.<:1$7.-
'day of M G) r e41. , 201, by
Trust #2, u/a/d July 22, 1992,
as identification.
Notary Public
Approved as to Form and Legal Sufficiency:
County Attorney
SK1.IU1-1 UV...UKIH11UN
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
ORB 970 P -G- 349
STATE ROAD 510
DRAINAGE EASEMENT 880
SURVEYOR'S NOTES:
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E. 1/4 OF SECTION 28; SAID LINE REARS S 89°55'50- E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS. US SURVEY FOOT,
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIOHT-OF-WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES. DATED -FINAL OMB 3-08"'. CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA.
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LgGEND
I
. BASELINE
C.R. • COUNTY ROAD
D.E. - DRAINAGE EASEMENT
A - DELTA
END. • FOUND
L • ARC LENGTH
O.R.B. • OFFICIAL RECORDS BOOK
P.B.
PG. • PLAT BOOK
- PAGE
e . PROPERTY LINE
P.O.B. - POINT OF BEGINNING.
P.O.C. - POINT OF COMMENCEMENT
R • RADIUS
R/W - RIGHT-OF-WAY
SEC, • SECTION:
S.R. ., STATE ROAD
T.C.E. • TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS SKETCH OF DESCRIPTION IS TRUE AND ACCURATE TO. THE
BEST OF MY KNOWLEDGE AND BELIEF AND WAS PREPARED UNDER MY DIRECT SUPERVISION,
FURTHER, THIS DOCUMENT IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA
STATUTES.
FOR THE FIRM,
IP
Ei7aliT6 HETC7.:-.MILLER, PSM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE ,
TE
CARDNO THE
3497 N.*. Sgerh STREET'
FT. LAUDERDALE. 33309
RHOME...954..939-9399
1.041.993
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL $50 INDIAN RIVER, COUNTY
BATA SOURCE.
N/A
1119.0.9
BY
c MILLER
DATE
03-07.13
CHECKED
msm1101
03.09-13
PREPABEB w.
CARDNO TEE
CARDNO TBE PNg *5038-002-00
SHEET I OP 3
1
SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
ORB 97 0......__P G 349.. _.
STATE ROAD 510
DRAINAGE EASEMENT 880
NARANJA TRACT SHELLMOUND.BEACH
P.B. 1, PG. 6
NG $c4�.�?A�
rtk
• 100"
E.
keS
41 .\
o moos.
t$Poco
4. N.
S 89055' 50'' r
SECTION LINE a
I. SURVEY .G.R. 510
(WABASSO RD. 2.
28
33
.0.C.
S, 1/4 CORNER
SEC. 28-31--39,
PND. BOAT SPIKE
Gam.
Wa
SEp A ASE 113,0 �N
P P�CE4 SAS
hc10�R
E
1S1 P ARGEL
ST LINE. N:(p�3
W Hooke RCEL
t1• � _ls� G SCOINASRORPM
WES eW
SNORs.
B. ANDERS NYOU,IST. (TR)
O.R.B. 970. PG. 349
31392700003000000003.0
LINE. DATA
LINE
CURVE DATA
CI
L(
S. 89°55'50" E
C2
A
•
44°53'20"
A - 11°10`35"
L
•
519.58'
L • 558.82'
R
•
663.19'
R • 2,864.79'
Gam.
Wa
SEp A ASE 113,0 �N
P P�CE4 SAS
hc10�R
E
1S1 P ARGEL
ST LINE. N:(p�3
W Hooke RCEL
t1• � _ls� G SCOINASRORPM
WES eW
SNORs.
B. ANDERS NYOU,IST. (TR)
O.R.B. 970. PG. 349
31392700003000000003.0
LINE. DATA
LINE
BEARING
DISTANCE
L(
S. 89°55'50" E
289.1 1 '
L2
N 56°21'2:5" E
256.35'
L3
S 33°38'3.5" E
54.12'
L4
N 52°35'32" E
215.01 '
L5
N 56°21'25" E
56.20'
L6
S 2.8°26'23" E
15.06'
L7
S 56°21'25" W
269.82.'
L8
N 07°21'17" W
0.98'
THE
CARDNO TBE
3421I4.W..SStb ST EET3309
FT: LAUDERDALE.,
PHONE..954-93B-9389
LB -6668
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 880
INDIAN RIVER COUNTY
DRAWN
BY
C MILLER
DATE
93-07-13
CHeCKED
M SOI►ER5
03.09-13
.PREPARED BY
CARPT(D TOE
DATA SOURCE•
N /A
CARDNO TBE PN, 05038-002-00
SHEET 2 OF 3
' SKETCH OF OESCR1HIION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
GRB 970 PG 349- - --
STATE ROAD 510
DRAINAGE EASEMENT 880
STATE. ROAD 510 .DRAINAGE EASEMENT PARCEL 880-
A PORTION OF LOT 34 "NARANJA TRACT SHELLMOUND BEACH", ACCORDING TO THE .PLAT
THEREOF,AS RECORDED. IN PLAT. BOOK 1, PAGE 6, OF THE PUBLIC RECORDS. INDIAN
RIVER COUNTY, FLORIDA. LYING. IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST,
OF INDIAN RIVER COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS;
COMMENCE: AT THE SOUTH OAURTER CORNER OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39
EAST, OF INDIAN RIVER COUNTY, SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN. ON THE UNRECORDED INDIAN RIVER COUNTY RIGHT-OF-WAY MAP
FOR. COUNTY ROAD 5I0 (WABASSO ROAD), SHEET 8 OF 10; THENCE SOUTH 89°55'50" EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE, A
DISTANCE OF 289.11 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO
THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE, HAVING A RADIUS OF 663.19 FEET, THROUGH A.CENTRAL ANGLE OF
44°5320', AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45°10'50" EAST. ALONG SAID SURVEY BASELINE. A DISTANCE OF 1.062.02 FEET
TO A POINT OF CURVATURE OF 4 TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,864.79 FEET, THROUGH A CENTRAL ANGLE OF 11°10'35, AN. ARC
DISTANCE OF 558.82 FEET TO A. POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE, A DISTANCE OF ?S0.35. FEET; THENCE
SOUTH 33°38.'35EAST, A DISTANCE OF 54.12 FEET TO A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST, CTR), AS RECORDED IN OFFICIAL
RECORDS BOOK 970, PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 52°35'32' EAST. A DISTANCE OF 215,01 FEET TO A POINT ON THE EXISTING
SOUTHERLY RIGHT'OF-WAY LINE OF STATE ROAD 510; THENCE NORTH 58°21'25" EAST,
ALONG SAID EXISTING SOUTHERLY RIGHT-OF-WAY LINE, A DISATNCE OF 56.20 FEET TO A
POINT ON THE EXISTING WESTERLY RIGHT-OF-WAY LINE OF SHORE LANE AND A POINT ON
THE EASTERLY LINE OF SAID, 8.'ANDERS NY-QUIST PARCEL; THENCE SOUTH 28°25'25" EAST,
ALONG SAID EXISTING WESTERLY RIGHT-OF-WAY LINE AND SAID EASTERLY LINE OF SATO
B. ANDERS NYQUIST PARCEL, A DISTANCE OF 15.06 FEET; THENCE SOUTH 56°21'25' WEST,
A DISTANCE OF 269.82 FEET TO A. PONT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST
PARCEL; THENCE NORTH 07021'17" WEST. ALONG. SAID.WESTERLY LINE OF B. ANDERS
NYOUIST PARCEL, A DISTANCE OF 0.98 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 2.53/ SOUARE FEET C0.058 ACRES) MORE OR LESS.
Crimr,d7marirmakim,
773E
04040N0 TBE
3421 N.W. 95*ft STREET
FT. LAUDERDALE, 1,.. 33309
PHONE. .954-930-9389
LEN•661130
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. .510 - PARCEL 880. UNDAAWRIVER COUNTY
DATE
DRAvot.
0411.LER
CHECKED
MSCOEHS
OS -0841
PREPARED DT
CARDND TBE
DATA,SOURCEP
N IA
CARDNO TBE PNr 05030002-00
SKEET 3 OF 3
TCE — CR510 Project #0549 - 551" Avenue to IR Lagoon
US 1 — 87° Street to 840 Street — McMahon Design Section
:PdD#31-39=27=00003=0000=00003 0 Pitied Panel #78Q ............. ".
Prepared by and return to: IRC -PIN -Ig.
1801 27th Street, Vero Beach, FL 32950-3388
3120150017723
RECORDED IN THE PUBLIC RECORDS OF
JEFFREY R SMITH, CLERK OF COURT
INDIAN RIVER COUNTY FL
BK: 2832 PG: 2381 Page 1 of 4 3/24/2015 4:21 PM
D DOCTAX PD $0.70
TEMPORARY CONSTRUCTION EASEMENT
This TEMPORARY CONSTRUCTION EASEMENT, made ` and executed thisday of
M are,K 2015 by B. Anders Nyquist, as Trustee of the Unrecorded Nyquist Trust #2,
u/a/d July 22, 1992, whose address is 1805 19th Place, #100, Vero Beach, FL 32960,
hereinafter called GRANTOR to Indian River County, a- political subdivision of the State of
Florida,: whose address is 1801 27th Street, Vero Beach, Florida 32960-3388, hereinafter
called GRANTEE,
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 unto the
GRANTEE a TEMPORARY CONSTRUCTION EASEMENT on, over, across, and beneath
the following described land, situate in Indian River County, Florida, to -wit:
EXHIBIT "A" ATTACHED HERETO AND MADE A. PART HEREOF
This easement is for thepurpose of allconstruction incidentals,such as; grading, sloping,
sodding, etc. This easement shall exist only until the completion of the construction work for
the CR510/US1 Project No. 0549.
IN WITNESS WHEREOF the GRANTOR has herein set its hand and seal the day and year
first above written.
Signed, sealed., and delivere
in the presence of:
B. Anders Nyquist, as Trustee of the
Unrecorded .Nyquist Trust #2., u/a/d Jul;
____ 1992. �� , /tag
Witness Signature , J 1 Grantor Signature. `)
Printed Name: J� l �1' 5 ge a l . Printed Name: B. Anders Nyquist, Trustee
Witness Signature
Printed Name:
STATE OF FLORIDA)
COUNTY OF INDIAN RIVER}
The foregoing instrument was acknowledged before me this / q qday of Mark
2015, by , on behalf of B. Anders Nyquist, as Trustee of the
Unrecorded Nyquist Trust #2, u/a/d July 22, 1992, and he is personally known to me or
produced driver's license as identification.
�� � •...s.• � Phi
•p�,�SSIQ/i/ j s.
ried'xS i ' Sni
Prission #
*; ...
%-e.„ #EE 070969
11:144llii !1 t`ON�A:
Sign:
Notary Public, �e. I /I 1e, ct.1
Approved as to Form and Legal Sufficiency:
County Attorney
01- ULJUNIt.'110N
PARCEL 31392100003000000003.0
B. AN.DERS NYOUIST, .(TR)
ORB 970' P'G 349
STATE ROAD 510
TEMPORARY CONSTRUCTION EANT'S--=J
1. THIS IS NOT A BOUNDARY SURVEY.
2. BEARINGS SHOWN BASED ON CENTERLINE OF STATE ROAD 510 AND SOUTH LINE OF
THE S.E. 1/4 OF SECTION 28-: SAID LINE BEARS S W9°55'50E.
3. DISTANCES SHOWN BASED ON ENGLISH UNITS. US SURVEY FOOT.
4. THIS LEGAL DESCRIPTION AND SKETCH IS BASED ON THE PRELIMINARY
RIGHT-OF-WAY MAP FOR COUNTY ROAD 510 (WABASSO ROAD), PREPARED BY
BURDETTE AND ASSOCIATES. DATED 'FINAL GMB 3-081', CONSISTING OF 10 SHEETS
AS DIRECTED BY INDIAN RIVER COUNTY, FLORIDA._
5. THE SCALE OF THIS DRAWING MAY HAVE BEEN DISTORTED DURING REPRODUCTION
PROCESS.
LEGEND
la • BASELINE
C.R. - COUNTY ROAD
D.E. - DRAINAGE EASEMENT
A
- DELTA
FND. • FOUND
L - ARC LENGTH
O.R.B. P OFFICIAL RECORDS BOOK
P.B. • PLAT BOOK
PG. • PAGE
IL ,-- • PROPERTY LINE
P.O.B. - POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
R - RADIUS
R/W - RIGHT-OF-WAY
SEC. • SECTION
S.R. - STATE ROAD
T.C.E. • TEMPORARY CONSTRUCTION
EASEMENT
CERTIFICATION:
I HEREBY CERTIFY THAT THIS. SKETCH. OF DESCRIPTION IS TRUE AND ACCURATE TO THE
BEST OF my. KNommoR. AND BELIEF AND WAS PREPARED UNDER MY DIRECT SUPERVISION.
FURTHER, THIS DOCUMENT IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS •
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.0274 FLORIDA
STATUTES.
FOR THE FIRM,.
e.
EPRISToPHE P. MILLER, PSM
FLORIDA REGISTRATION NUMBER 5921
CARDNO TBE
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CARDNO TEM
3427 N.W... %.-t1911;*TREET
FT. LAUDERDALE. F.L. 31309
PoioNE..954036-g3811
L8.6660
PARCEL SKETCH NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780
INDIAN RIVER COUNTY
13141041
BY
C 411.1..Elt
DATE
03-07-13
CHECKED
m
03 '13
b4rotS1:441,1cS.
PREPARED UT
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CAROM! TBE PNA D5038-002-00 1 SHEET 1 OF 3
SECTION
8 LI
w 100.'
• SKETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYQUIST, (TR)
ORB 970 PG 349 -
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
NARANJA TRACT SHELLMOUND BEACH
P.B. 1, PG. 6
“c53
c.,O0%6?:"it.C3
33
S 89*55'50” E
SECTION LINE a
a SURVEY C.R. 510
(WABASSO RD.)
.0.C.
S. 1/4 CORNER
SEC. 28-31-39
FND. BOAT SPIKE
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it6
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B. ANDERS NYOUISTr (TR)
D.R.B. 970, PG. 349
31392700003000000003.0
LINE DA TA
LINE
BEARING
DISTANCE
LI
S 89°5550" E
289.1 1'
L2
N 56°21'25 E
' 255.9
L3
S 33'938.35" E
55.00'
L4
N 56°21'25" E
269.82'
L5
S 28°2623" E
25.10'
L.6
S 56°21'25" W
279.89'
L7
N 07°21'17" W
21.88'
CURVE DATA
CI
C2
A - 44°5320"
,
.
11°1035"
L . 5I9.5a'
L
=
558.82'
R - 663.19*
R
.
2,864.79*
4C.17,0 Creredinpc,
TBE
CARDNO TBE
3421 N.B. SSItft STREET
FT. LAUDERDALE. FL. 33309
PHONE..1154-9313-9309
Lo-aess.
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 780
INDIAN RI VER COUNTY
crir
DATE.
DRAWN
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CARDNO TBE
DATA SOURCE.
N
. CHECKED
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(147p0-14
CARDNO TBE. PNt 05038,-002-00
SHEET 2 OF 3
• 'thcETCH OF DESCRIPTION
PARCEL 31392700003000000003.0
B. ANDERS NYOUIST. (TR)
ORB g70 PG 349"
STATE ROAD 510
TEMPORARY CONSTRUCTION EASEMENT 780
STATE ROAD 510 TEMPORARY CONSTRUCTION EASEMENT PARCEL 780
A PORTION OF LOTS 3 AND 13, "NARANJA TRACT SHELLMOUND BEACH', ACCORDING 11: THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 6, OF THE PUBLIC RECORDS,
INDIAN RIVER COUNTY, FLORIDA. LYING IN SECTION 28, TOWNSHIP 31 SOUTH. RANGE 39
EAST, OF INDIAN RIVER COUNTY' FLORIDA. SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTH OAURTER CORNER OF SECTION 28. TOWNSHIP 31 SOUTH, RANGE 39
EAST. OF INDIAN RIVER COUNTY. SAID POINT BEING ON THE SURVEY BASELINE FOR
COUNTY ROAD 510 AS SHOWN ON THE UNRECORDED INDIAN RIVER COUNTY RIGHT, -0E -WAY MAP
FOR COUNTY ROAD 510 (WABASSO ROAD). SHEET 8 QF 10; THENCE SOUTH 89°55'50 EAST,
ALONG THE SOUTH LINE OF SAID SECTION 28 AND THE SAID SURVEY BASELINE. A
DISTANCE OF 289o1 FEET TO 4 POINT OF CURVATURE OF 4 TANGENT CURVE CONCAVE TO
THE NORTHWEST: THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID
SURVEY BASELINE, HAVING A RADIUS OF 665.19 FEET., THROUGH A CENTRAL ANGLE OF
44°53'20", AN ARC DISTANCE OF 519.58 FEET TO A POINT OF TANGENCY; THENCE
NORTH 45°10'50" EAST, ALONG SAID SURVEY BASELINE, A DISTANCE OF 1.062.0.2 FEET
TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID SURVEY BASELINE,
HAVING A RADIUS OF 2,8$4.79 FEET, THROUGH A CENTRAL ANGLE OF 11°10.35". AN ARC
DISTANCE OF 558:82 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°21'25" EAST,
ALONG SAID SURVEY BASELINE, A *DISTANCE OF 255.91 FEET; THENCE
SOUTH 33°3855" EAST. A DISTANCE. OF 55.00 FEET TO A POINT ON THE WESTERLY LINE
OF A PARCEL OF LAND OWNED BY B. ANDERS NYOUIST. (TR), AS RECORDED IN OFFICIAL
RECORDS BOOK 970v PAGE 349, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
NORTH 56°21'25" EAST, A DISATNCE OF 269.82 FEET TO A POINT ON THE EXISTING
WESTERLY RIGHT -0E -WAY LINE OF SHORE LANE AND A POINT ON THE EASTERLY LINE OF
SAID B. ANDERS NYOUIST PARCEL; THENCE SOUTH 28.0262.3" EAST, ALONG SAID EXISTING
WESTERLY RIGHT -0E -WAY LINE AND SAID EASTERLY LINE OF SAIO B. ANDERS NYOUIST
PARCEL, A DISTANCE OF 25:10 FEET; THENCE SOUTH 56°21'25" WEST, A DISTANCE OF
279..89 FEET TO A POINT ON SAID WESTERLY LINE OF B. ANDERS NYOUIST PARCEL;
THENCE NORTH 0°21'17" WEST. ALONG SAID WESTERLY LINE OF B. ANDERS NYOUIST
PARCEL, A DISTANCE• OF 27.88 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 6,871 SQUARE FEET (0.158 ACRES) MORE OR LESS.
41:17,11.74ar-darn7
TABE
CARDNO TDE
341 R.Mf. 551'114 sTosT_
PT. I.4UDERDALE,'t. 33309
PHONE i954 -93093e9
LB.6669
PARCEL SKETCH - NOT A SURVEY
STATE ROAD NO. 510 - PARCEL 760 INDIAN RIVER COUNTY
PY
PATE
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ZIWLLEO.;
03.9741.
PREPARED BY;
CARO IZA) TBE
DATA SoUR
N /A
61EtiCED
Osoislis
CARDNO TBE. PNi 05038-002-00
SHEET 3 OP .3