HomeMy WebLinkAbout2008-161 DEVELOPER'S AGREEMENT BETWEEN
INDIAN RIVER COUNTY, FLORIDA
AND
NAP INDIAN RIVER II LLC
THIS AGREEMENT is made and entered into this 200 day of fJlnV 20085
by and between Indian River County, Florida, a political subdivision of the State of Florida, 1801
271b Street, Vero Beach, Florida 32960 ("County"), and NAP Indian River II LLC, a Florida
limited liability company, 7500 College Parkway, Ft. Myers, FL 33907("Developer").
WITNESSETH
WHEREAS, the Developer proposes to develop a commercial shopping center, located on
the east side of U. S. 1 , north of 53`d Street, in Vero Beach, Florida, to be known as The Landings
("Project"); and
WHEREAS, as proposed, The Landings will be comprised of 7 commercial lots, including
approximately 19,843 square feet of commercial retail space; an 85 room motel; a gas station with
12 fuel stations; 13,000 square feet of restaurant space; 1 ,794 square feet of fast food restaurant
with drive-thru; 5,000 square feet of bank with drive-in; 5,000 square feet of retail (convenience
store), together with other amenities, on approximately 15 acres of land. A legal description of the
property is attached hereto as Exhibit "A"; and
WHEREAS , the County desires to design and implement improvements to 53rd Street West
of U.S . 1 and to the intersection of U. S. I and 53 `d Street, and has included such intersection and
roadway improvements in its funding priorities over the next five years; and
WHEREAS, the County and the Developer share mutual goals and can assist each other with
respect to right-of-way acquisition, roadway improvements, and other improvements described
herein;
NOW, THEREFORE, in consideration of the mutual terms, conditions, promises, covenants,
and premises stated herein, and other good and valuable consideration, the receipt and sufficiency
of which is hereby acknowledged, the County and the Developer agree as follows:
1 . Recitals : The foregoing recitals are incorporated as if fully restated herein.
2. Intersection and Roadway Design and Permitting: No later than September 30,
2008, County will plan, survey, design, and obtain all necessary permits for construction of the
proposed improvements from the centerline of U. S. 1 at the intersection of 53`d Street and U.S . 1 to
west right-of-way line of Old Dixie Highway as described in the County Plans, ("Roadway
Improvements"). Upon completion, said plans, designs, surveys and specifications shall be
incorporated by reference and made a part of this Agreement.
3 . A. Intersection and Roadway Construction: County and Developer acknowledge
that County intends to design, permit, and construct 53`d Street from Old Dixie Highway west to
the Lateral H canal, including a bridge across the canal ("County Project"). Developer shall
substantially complete construction of the Roadway Improvements contemplated in this
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Agreement concurrently with or prior to the County's construction of the County Project. (The
allocation of tasks as between the County and the Developer is reflected on Exhibit `B", attached
hereto and made a part hereof) Further, Developer and County acknowledge and agree that the
Roadway Improvements shall be constructed by Developer simultaneously and in conjunction with
the Roadway Improvements described in the County' s Developer Agreement with NAP Indian
River LLC, for the Harbor Point project.
B . To secure the performance of the Developer and payments of all expenses
associated with the roadway improvement project, the Developer agrees to establish and maintain
a surety instrument throughout the term of the project. The surety instrument may be in the form
of a cash deposit or an irrevocable letter of credit. If the cash option is selected, the required sum
shall deposited with the County. If the letter of credit is utilized, the form and content thereof
shall be approved in advance by the County .
C. The amount of the surety instrument to be established by the Developer to secure
the performance hereunder shall be One Hundred Fifteen percent ( 115%) of the total roadway
improvement project costs as provided in the County-approved estimate of project costs to be
prepared after the roadway improvement plans have been completed by the County. The surety
instrument shall be posted by the Developer no later than ten (10) days following County approval
of the estimate of project costs, and shall be maintained until the County 's final acceptance of the
roadway improvement project.
4. Impact Fee Credits: Developer shall receive and be entitled to traffic impact fee
credits for all reasonable costs associated with the Roadway Improvements, with the exception of
the following, which shall be considered site-related improvements:
A. Eastbound left-turn lane from 53rd Street.
B. Developer's proportionate share of the cost of construction of the
Southbound left-tum lane from U.S . 1 to 53 d Street, which proportionate share is Twenty
Thousand Seven Hundred Thirty and 24/100 Dollars ($20,730.24) .
The County shall have the right to review and approve all bid documents, and the County's
approval shall not be unreasonably withheld.
5 . A. Sianalization at 53`d Street/The Landings Entrance: Concurrently with the
construction of 53`d Street, Developer shall install County designed signalization at the 53`d Street
driveway/entrance to The Landings. Developer shall be responsible for one-half (%a) of the
construction costs for such signalization, and Developer shall not receive impact fee credits for
this amount. Developer and County acknowledge that NAP Indian River LLC will be responsible
for one-half ( 1/2) of the construction costs for such signalization, pursuant to a separate agreement
with the County, making the total sum contributed by both Developers the total construction cost
for such signalization. The signal shall be installed no later than the date that the Certificate of
Occupancy for Harbor Point grocery anchor is issued.
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B . Maintenance of Si neral: After the new traffic signal has been installed and turned
over to County for maintenance, the County shall be responsible for performing all signal related
engineering, operation, and maintenance activities. The Developer shall be responsible for
funding all signal related engineering, operation, maintenance, and electricity costs, in perpetuity,
including the electric account start-up fees. Once each month after signal activation to either a
flashing or a stop-and-go (red-yellow-green) mode, the County shall prepare an invoice for
payment by the Developer which the Developer shall pay within thirty (30) days. All decisions
regarding signal design, engineering, activation, timing, operation and maintenance shall be made
the County. In this paragraph only, "Developer" shall refer to NAP Indian River, LLC" and NAP
Indian River II, LLC", each to responsible for one-half ('/z) of the costs described in this
paragraph.
6 . Stormwater Management: County and Developer agree and acknowledge that there
will not be sufficient capacity within the Project to provide stormwater treatment or storage on site
for any public right-of-way. The Project' s stormwater will be stored on and flow through an
adjacent property' s stormwater system pursuant to a separate agreement between Developer and
the owner(s) of said adjacent properties . This stormwater system has already received approval by
the St. Johns River Water Management District.
7 . Concurrency: County and Developer acknowledge and agree that Chapter 910,
Indian River County Code, provides that whenever a Non proportionate Fair Share Developer' s
Agreement is executed by an applicant, and that Developer' s Agreement commits the applicant to
construct major capacity-producing transportation improvements, the applicant' s project may be
vested for transportation concurrency for seven (7) years. (Such an agreement is called a
"Qualified Non-proportionate Fair Share Developer' s Agreement!D. County and Developer agree
that this Developer' s Agreement shall constitute a Qualified Non-proportionate Fair Share
Developer's Agreement pursuant to Chapter 910, Indian River County Code. Therefore,
recognizing that the Developer' s proposed improvements will provide significant benefits to the
transportation system, County agrees that Developer' s Project ('The Landings) shall be vested for
concurrency with a seven-year Initial Concurrency Certificate upon payment of all impact fees
(except those for which Developer has received impact fee credits). Developer may elect to obtain
a seven-year Initial Concurrency Certificate for different parts of the Project at different times by
paying (or receiving credit for) impact fees for that part only.
8 . County Purchase of Right-of-Way from Developer: The County agrees to purchase
the right-of-way from Developer on 53' Street as described and shown on Composite Exhibit "C",
attached hereto and made a part hereof, for the purchase price of Twenty and 39/100 Dollars
($20. 39) per square foot. The Developer shall convey title by Special Warranty Deed and shall
pay for documentary stamps. The County shall have the option of acquiring title insurance at its
own cost and expense. County shall pay all other costs of closing, except Developer' s attorney' s
fees. Closing shall occur on or before September 30, 2008 .
9. Insurance and Indemnification: During Developer' s performance of any
construction in County right -of-way covered by this Agreement, Developer shall provide the
County with a certificate of insurance evidencing that Developer or the Developer' s Contractor
has obtained and maintains the insurance listed below. Developer or Developer' s Contractor shall
procure and maintain for the duration of all construction contracts, insurance against claims for
injuries to persons or damages to property, which may arise from or in connection with the
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performance of the work hereunder by the Developer, his agents, representatives, employees or
subcontractors.
A. Minimum Scope of Insurance
(i) Worker' s Compensation as required by the State of Florida.
Employers Liability of $ 100,000.00 each accident, $500,000.00 disease policy limit, and $ 100,000
disease each employee.
(ii) General Liability $ 1 ,000,000.00 combined single limit per accident
for bodily injury and property damage. County shall be an additional insured. Auto Liability
$ 1 ,000,000.00 combined single limit per accident for bodily injury and property damage for
owned and non-owned vehicles. County shall be an additional insured.
(iii) Professional Liability Insurance providing coverage for intentional,
reckless or negligent acts, errors, or omissions committee or alleged to have been committed by
Developer's Engineer with a limit of $500,000.00 per claim/annual aggregate.
B . There shall be no more than $5,000.00 deductible per claim amount unless
approved by the County Risk Manager. Any deductibles or self-insured retentions greater than
$5 ,000.00 must be approved by the Risk Manager for Indian River County with the ultimate
responsibility for same going to the Developer.
C. Developer' s insurance coverage shall be primary .
D. All above insurance policies shall be placed with insurers with a Best' s
rating of no less than AV. The insurer chosen shall also be licensed to do business in Florida.
E. The insurance policies procured shall be per occurrence policies or as
generally available on the open insurance market.
F. The insurance carriers shall supply Certificates of Insurance evidencing
such coverage to the Indian River County Risk Management Department prior to the
commencement of any work in a County right-of-way.
G. The insurance companies selected shall send written verification to the
Indian River County Risk Management Department that they will provide thirty (30) days written
notice to the Indian River County Department of Risk Management of its intent to cancel or
terminate said policies of insurance.
H. A written safety inspection plan must be submitted to the Indian River
County Risk Management Department for approval prior to the commencement of any work in a
County right-of-way.
I. Developer or Developer's Contractor shall include in all subcontracts for
subcontractors the above insurance requirement or show them as insured under its policies or shall
furnish separate certificates and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the requirements stated herein.
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J. Developer hereby agrees to indemnify Indian River County and
representatives thereof from personal injury and property damage claims that arise from
intentional, reckless or negligent acts, errors or omissions of the Developer or Developers'
representatives that occur in the construction of the Road Improvements under this Agreement for
which Developer is responsible to construct under this Agreement. The foregoing indemnity of
Developer shall be limited solely to those personal injury and property damage claims that arise
during the period of time Developer is actually constructing said Road Improvements and
Developer shall not indemnify Indian River County, and Indian River County shall hold Developer
harmless, for any claims arising after the completion and acceptance of said Road Improvements
by Indian River County. To the extent permitted by law, Indian River County hereby agrees to
indemnify Developer from : (i) all claims arising solely from intentional, reckless or grossly
negligent acts, errors or omissions of Indian River County or its representatives in the performance
of services under this Agreement for which Indian River County is responsible for performing; and
(ii) all claims whatsoever arising in connection with the Roadway Improvements or right-of-way
(as set forth in Section 8 of this Agreement) that arise after the conveyance of said right-of-way to
Indian River County.
10. Miscellaneous:
A. In the event of any litigation or appeal arising out of this Agreement, the
prevailing party shall be entitled attorney 's fees and costs from the non-prevailing party.
B. No amendment, modification, change, or alteration of this Agreement shall
be valid or binding unless accomplished in writing and executed by all of the parties hereto .
C. This Agreement shall be binding upon and inure to the benefit of the parties
hereto and their successors and assigns .
D. This Agreement contains the entire agreement and understanding between
the parties. No representation, statement, recital, undertaking or promise not specifically set forth
herein shall be binding on any party hereto. This Agreement shall not be effective unless signed
by Developer and County .
E. The obligations of the Developer to this Agreement are expressly
conditioned upon the Developer's decision, at Developer's sole discretion, to proceed with the
Project, or with Harbor Point, a project to be located south of 53 `d Street, east of U. S . Highway 1 ;
if either project proceeds, Developer will fulfill its obligations under this Agreement.
F . No Building Permit, Certificate of Completion, or Certificate of Occupancy
shall be withheld or delayed by the County for The Landings or any portion thereof, nor shall the
County delay or withhold any other required permits, due to the County 's failure to perform any
obligation described herein, provided that the Developer is in compliance with this Agreement, all
other elements of the site plan approval for The Landings and applicable laws and regulations.
G. Except as described herein and in the site plan approval for The Landings,
the County shall not require Developer to construct, contribute to, or share in the costs of any
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additional off-site improvements, other than the payment of or credits toward applicable impact
fees .
H. This Agreement and all matters arising hereunder shall be governed by and
construed in accordance with the laws of the State of Florida. Venue hereunder shall lie in Indian
River County, Florida. Time shall be of the essence.
1. This Agreement shall be deemed prepared jointly by each of the parties
hereto and shall be construed on parity as between the parties . There shall be no canon of
construction for or against any party by reason of the physical preparation of this Agreement.
J. Whenever the singular number is used in this Agreement and when required
by the context, the same shall include the plural; and the masculine, feminine, and neuter genders
shall each include the others.
K. County and Developer shall grant such further assurances and provide such
additional documents as may be reasonably required by one another from time to time, and
cooperate fully with one another in order to carry out the terms and conditions hereof and comply
with the express intention of this Agreement.
L. Failure to insist upon strict compliance with any of the terms, covenants, or
conditions herein shall not be deemed a waiver of such terms, covenants, or conditions, nor shall
any waiver or relinquishment of any right or power hereunder at any one time or times be deemed
a waiver or relinquishment of such right or power at any other time or times.
M. All words, terms and conditions contained herein are to be read in concert,
each with the other, and a provision contained under one paragraph may be considered to be
equally applicable under another in the interpretation of this Agreement.
N. The words herein and hereof and words of similar import, without reference
to any particular section or subdivision of this Agreement, refer to this Agreement as a whole
rather than to any particular section or subdivision hereof.
O. In the event any term, condition, or clause of this Agreement is declared to
be illegal or unenforceable by a court of competent jurisdiction, such declaration of illegality or
unenforceability shall not affect or alter the legality or enforceability of any remaining term,
condition, or clause hereof, provided of the parties, as set forth in this Agreement.
P. Time is of the essence as to all matters in this Agreement.
Q . In the event state or federal laws are enacted after the execution of this
Agreement, which are applicable to and preclude in whole or in part the parties' compliance with
the terms of this Agreement, then in such event this Agreement shall be modified or revoked as is
necessary to comply with such laws, in a manner which best reflects the intent of this Agreement.
This Agreement shall not be construed or characterized as a development agreement under the
Florida Local Government Development Agreement Act.
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R. Only if the total cost of construction of the Roadway Improvements,
excluding the site-related improvements described herein, exceeds the total amount of
transportation impact fees associated with the Project, and the Developer submits invoices to the
County for payment pursuant to paragraph 4 herein, then the Developer shall solicit public bids for
construction of the Roadway Improvements.
S. Following construction of the roadway improvements, Developer agrees to
assign the one ( 1) year warranty it received from its Contractor to the County, and further agrees to
execute a Bill of Sale Absolute for the roadway improvements to the County.
T. County acknowledges that Developer' s agreement to construct 53 rd Street
will result in the delay of construction of some site-related offsite improvements . County agrees
that such improvements will be constructed in conjunction with the construction of 53 rd Street
contemplated herein. Therefore, County shall not withhold any Certificates of Occupancy from
Developer or Developer's purchasers or tenants due to the Developer' s failure to complete any
site- related off site improvement which is to completed in conjunction with the construction of
53 rd Street.
IN WITNESS WHEREOF the County and Developer have caused these presents to be
executed in their names, the day and year fust above written.
DEVELOPER: BOARD OF COUNTY COMMISSIONERS-
NAP INDIAN RIVER II LLC, INDIAN RIVER COUNTY, FLORIDA- - ,
a Florida limited liability company
By: NAP INVESTMENTS
MANAGEMENT COMPANY, INC. ;
a Georgia corp ation a rized to �f
do business ' e St Flor' By< _ (X�t t/
S dra L. Bowden, t"J 3r uari
By:
Its : tcE mss, of r f 4f r tx��P a' strd S
zi By. �
WITNES : Joseph . Baird,
ounty Administrator
WI ''
(Corpo seal is acceptable�m l ce of witnesses) Attest:
fC/ Jeffrey K. Barton
Clerk of Court
ov as t osufficiency
oun Atto
tY e Y
7
EXHIBIT "A"
NAP H Proverty
EXHIBIT "B"
Allocation of Tasks
E)GIlBIT `C'
Right-of-Way Purchase from Developer
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EXHIBIT "A"
NAP II PROPERTY
LEGAL DESCRIP77ON FOR NORTH AMERICAN PROPER71ES
THAT PART OF THE SOUTHWEST ONE-QUARTER OF SECTON 14, TOWNSHIP 32 SOUTH, RANGE 39 EAST,
LYING SOUTH OF THE SOUTH RIGHT-OF- WAY OF THE INDIAN RIVER FARMS WATER CONTROL DISTRICT'S
NORTH RELIEF CANAL, EAST OF THE EAST RIGHT-OF- WAY OF U. S. 111CIlWAY NUMBER 1 (STATE ROAD
NUMBER 5), AND NORTH OF THE NORTH RIGHT- OF-WAY OF 53RD STREET (KINGSBERRY ROAD) BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 32
SOUTH, RANGE 39 EAST, RUN NORTH 00'49'12 " EAST ALONG THE EAST LINE OF SAID SOUTHWEST
QUARTER, A DISTANCE OF 60.00 FEET TO THE NORTH RIGHT-OF- WAY LINE OF 53RD STREET
(KINGSBERRY ROAD); THENCE PON THE FOLLOWING THREE COURSES ALONG SAID NORTH RIGHT-OF- WAY
LINE OF 53RD STREET (KTNGSBERRY ROAD):
NORTH 895656" WEST, A DISTANCE OF 894. 66 FEET,
NORTH 00'49'12" EAST, A DISTANCE OF 10.00 FEET,
NORTH 8956756" WEST, A DISTANCE OF 803.80 FEET TO ME POINT OF BEGINNING; FROM THE POINT
OF BEGINNING CONTNUE NORTH 895656" WEST ALONG DHE NORTH RIGHT-OF- WAY LINE OF 53RD
STREET (KTNGSBERRY ROAD) A DISTANCE OF 624.23 FEET TO A POINT ON A NON- TANGENT CURVE,
ALSO BEING THE EAST RIGHT OF WAY LINE OF U. S. HIGHWAY NUMBER I (STATE ROAD NUMBER 5 - A
120 FEET WIDE RIGHT-OF- WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION .RIGHT-OF- WAY MAP,
SECTION 88010, STATE ROAD NUMBER 5, INDIAN RIVER COUNTY); FROM SAID POINT RUN
NORTHWESTERLY ALONG SAID EAST RIGHT-OF- WAY LINE AND ALONG THE ARC OF A CURVE CONCAVE TO
THE NORTHEAST HAVING A RADIUS OF 17128. 86 FEET, A CENTRAL ANGLE OF 00145"520. SUBTENDED BY
A CHORD BEARING AND DISTANCE OF NORTH 15 '17'34" WEST, 228.50 FEET, AN ARC DISTANCE OF
228.51 FEET TO A POINT OF TANGENCY, THENCE RUN NORTH 145438" WEST ALONG THE
AFOREMENTIONED EAST RIGHT-OF- WAY LINE A DISTANCE OF 749. 93 FEET TO THE SOUTH
RIGHT-OF- WAY LINE OF INDIAN RIVER FARMS WATER CONTROL DISTRICT'S NORTH RELIEF CANAL, THENCE
RUN NORTH 62J4'20" EAST ALONG SAID SOUTH RIGHT-OF- WAY LINE. A DISTANCE OF 61461 FEET TO A
POINT OF INTERSECTION WITH A LINE LWNG 500 FEET EASTERLY AND PARALLEL WTH THE
AFOREMENTIONED EAST RIGHT-OF- WAY LINE OF U. S. HIGHWAY NUMBER i (STATE ROAD NUMBER 5),
THENCE RUN SOUTH 14454'38 " EAST ALONG SAID LINE A DISTANCE OF 874. 14 FEET TO A POINI OF
CURVATURE, FROM SAID POINT OF CURVATURE RUN SOUTHEASTERLY ALONG THE ARO OF A CURVE
1 CONCAVE TO THE NORTHEAST HAVING A RADIUS 16528.86 FEET, A CENTRAL ANGLE OF 012103
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 15'3509 " EAST, 389. 70 FEET, AN ARC
DISTANCE OF 389. 71 FEET TO THE AFOREMENTONED NORTH RIGHT-OF- WAY LINE OF 53R0 STREET
(KINGSBERRY ROAD) AND THE POINT OF BEGINNING.
LESS AND EXCEPT RIE FOLLOWING DESCRIBED PARCEL OF ROAD RIGHT OF WAY FOR 53RD STREET /
KTNGSBERRY ROAD:
A PARCEL OF LAND BEING A PART OF THE SOUTHWEST ONE-QUARTER OF SECTION f4, TOWNSHIP 32
SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTON 14, TOWNSHIP 32 SOUTH, RANGE 39 EAST, RUN
SCUM 895656 " EAST ALONG THE SOUTH LINE OF SATO SECTION 14, A DISTANCE OF 375. 51 FEET TO
THE INTERSECTION KITH THE FAST RIGHT OF WAY LINE OF STATE ROAD N0. 5 / U.S. HIGHWAY N0. 1
(120. 00 FEET WIDE R. O. W. AS IT NOW PRESENTLY EXISTS) AND POINT ON CURVE; THENCF RUN
NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 17128.86 FEET,
A CENTRAL ANGLE OF 00614 '36", SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 75'47'44 "
EAST 72. 76 FEET AND AN ARC DISTANCE OF 72. 76 FEET TO THE POINT ON THE PRESENT NORTH RIGHT
OF WAY LINE OF KING-SHERRY ROAD / 33RD STREET,' THENCE LEAVING AFC�.USAID EAST RIGHT OF WAY
LINE OF STATE ROAD NO. 5 / U.S. HIGHWAY NO. 1, RUN SOUTH 8905656" EAST ALONG SAID PRESENT
NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD STREET A DISTANCE OF 20. 78 FEET TO THE
POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING RUN NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 17108. 86 FEET, A CENTRAL ANGLE OF 00'25'46 ", SURTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 15'28'44" WE5T 128. 27 FEET AND AN ARC DISTANCE OF 128.27 FEET
TO A POINT OF CUSP; THENCE RUN SOUTHEASIERLY ALONG THE CURVE CONCAVE TO DHE NORTHEAST
HAVING A RADIUS OF 100. 00 FEET, A CENTRAL ANGLE OF 74'41 '05 ". SUBTENDFD BY A CHORDBEARING
AND DISTANCE OF SOUTH 5213624 " EAST 121. 32 FFET AND AN ARC DISTANCE OF 130.35 FEET TO THE
POINT Or TANGENCY,, THENCE RUN SOUTH 8956 '56" EAST ALONG A LINE BEING PARALLEL, AND 50. 00
m FEET NORMAL TO AFORESAID PRESENT NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD
STREET, A DISTANCE OF 526. 80 FEET TO A POINT ON CURVE, SAID POINT BEING ON ME WESTERLY
BOUNDARY LINE OF THAT CERTAIN PARCEL 1DEN77FICA77ON NU32391400D00500000004. 0, OF INDIAN
RIVER COUNTY, FLORIDA; MENCE RUN SOUTHEASTERLY ALONG SAID WESTERLY SGUNDARY LINE AND
CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 16528.86 FEET, A CENTRAL ANGLE OF
30 00'10'50", SUBTENOED BY A CHORD BEARING AND DISTANCE OF SOUTH 16 '10'16" EAST 52. 08 FEET AND
AN ARC DISTANCE OF 5208 FEET TO A POINT ON ME AFORESAID PRESENT NORTHERLY RIGHT OF WAY
'^ LINE OF KINGSBERRY ROAD / 53RD STREET; THENCE RUN NORM 89'56'56" WEST ALONG SAID PRESENT
NORM RIGHT Of WAY LINE' A DISTANCE OF 603. 45 FEET TO THE POINT OF BEGINNING.
� SAID PARCEL CONTAINING 14. 66 ACRES MORE OR LESS.
W CAR TER ASSOCIATES. INC .
CONSULTING ENGINEERS AND LAND SURVEYORS
1908 21ST 3fR88T ( )
VETO BMCB, FLORIDA 32900-9472 772-502-7100 (PAY)
WI DATE D4'G BY PPP'D BY H. SCALE PR0.1, NO DV5. Np 19468-AI
1- 10-BD ESE FSC N/A 05-9GE
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LEGAL DESCRIPTION FOR NORTH AMERICAN PROPERTIES
THAT PART OF THE SOUTHWEST ONE- QUARTER OF SECTION 14, TOWNSHIP 32 SOUTH, RANGE 39 EAST
LYING SOUTH OF THE SOUTH RIGHT-OF- WAY OF THE INDIAN RIVER FARMS WATER CONTROL DISTRICT'S
NORTH RELIEF CANAL, EAST OF THE EAST RIGHT-OF- WAY OF U. S. HIGHWAY NUMBER 1 (STATE ROAD
NUMBER 5), AND NORTH OF THE NORTH RIGHT- OF- WAY OF 53RD STREET (KINGSBERRY ROAD) BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS.,
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 32
SOUTH, RANGE 39 EAST, RUN NORTH 00 '49 '72 " EAST ALONG THE EAST LINE OF SAID SOUTHWEST
QUARTER, A DISTANCE OF 60. 00 FEET TO THE NORTH RIGHT- OF- WAY LINE OF 53RD STREET
(KINGSBERRY ROAD); THENCE RUN THE FOLLO'MNG THREE COURSES ALONG SAID NORTH RIGHT-OF- WAY
LINE OF 53RD STREET (KINGSBERRY ROAD):
NORTH 895656 " WEST, A DISTANCE OF 894. 66 FEET,-
NORTH
EETNORTH 00'49172 " EAST, A DISTANCE OF 70. 00 FEET,
NORTH 895656 " WEST A DISTANCE OF 803. 80 FEET TO THE POINT OF BEGINNING; FROM THE POINT
OF BEGINNING CONTINUE NORTH 89 '56 '56 " WEST ALONG THE NORTH RIGHT-OF- WAY LINE OF 53RD
STREET (KINGSBERRY ROAD) A DISTANCE OF 624. 23 FEET TO A POINT ON A NON- TANGENT CURVE,
ALSO BEING THE EAST RIGHT OF WAY LINE OF U. S. HIGHWAY NUMBER 1 (STATE ROAD NUMBER 5 - A
120 FEET WIDE RIGHT- OF- WAY PER FLORIDA DEPARTMENT OF TRANSPORTAPON RIGHT- OF- WAY MAP,
SECT70N 88010, STATE ROAD NUMBER 5, INDIAN RIVER COUNTY); FROM SAID POINT RUN
NORTHWESTERLY ALONG SAID EAST RIGHT- OF- WAY LINE AND ALONG THE ARC OF A CURVE CONCAVE TO
THE NORTHEAST HAVING A RADIUS OF 17128. 86 FEET, A CENTRAL ANGLE OF 00 '45"52", SUBTENDED BY
A CHORD BEARING AND DISTANCE OF NORTH 15017'34" WEST, 228. 50 FEET, AN ARC DISTANCE OF
228. 51 FEET TO A POINT OF TANGENCY, THENCE RUN NORTH 14 '54 '38" WEST ALONG THE
AFOREMEN77ONED EAST RIGHT- OF- WAY LINE A DISTANCE OF 740. 93 FEET TO THE SOUTH
RIGHT-OF- WAY LINE OF INDIAN RIVER FARMS WATER CONTROL DISTRICT'S NORTH RELIEF CANAL; THENCE
RUN NORTH 62434 '20 " EAST ALONG SAID SOUTH RIGHT- OF- WAY LINE, A DISTANCE OF 614. 61 FEET TO A
POINT OF INTERSECTION WITH A LINE LYING 600 FEET EASTERLY AND PARALLEL WITH THE
AFOREMEN77ONED EAST RIGHT- OF- WAY LINE OF U. S. HIGHWAY NUMBER 1 (STATE ROAD NUMBER 5),
THENCE RUN SOUTH 145438 " EAST ALONG SAID LINE A DISTANCE OF 874, 14 FEET TO A POINT OF
CURVATURE, FROM SAID POINT OF CURVATURE RUN SOUTHEASTERLY ALONG THE ARC OF A CURVE
CONCAVE TO THE NORTHEAST HAVING A RADIUS 16528. 86 FEET, A CENTRAL ANGLE OF 0171 '03",
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 15'35 '09 " EAST, 389. 70 FEET, AN ARC
DISTANCE OF 389. 71 FEET TO THE AFOREMENTIONED NORTH RIGHT- OF- WAY LINE OF 53RD STREET
(KINGSBERRY ROAD) AND THE POINT OF BEGINNING,
LESS AND EXCEPT THE FOLLOWING DESCRIBED PARCEL OF ROAD RIGHT OF WAY FOR 53RD STREET /
KINGSBERRY ROAD:
A PARCEL OF LAND BEING A PART OF THE SOUTHWEST ONE- QUARTER OF SECTION 14, TOWNSHIP 32
SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 14, TOWNSHIP 32 SOUTH, RANGE 39 EAST, RUN
SOUTH 89 '5656 " EAST ALONG THE SOUTH LINE OF SAID SECTION 14, A DISTANCE OF 375. 51 FEET TO
THE INTERSECTION WITH THE EAST RIGHT OF WAY LINE OF STATE ROAD NO. 5 / U. S. HIGHWAY NO. 1
(120. 00 FEET IMDE R. O. W. AS IT NOW PRESENP_ Y EXISTS) AND POINT ON CURVE; THENCE RUN
NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 17728. 86 FEET,
A CENTRAL ANGLE OF 00'14 '36 " SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 15'47'44 "
EAST 72. 76 FEET AND AN ARC DISTANCE OF 72. 76 FEET TO THE POINT ON THE PRESENT NORTH RIGHT
OF WAY LINE OF KINGSBERRY ROAD / 53RD STREET; THENCE LEAVING AFORESAID EAST RIGHT OF WAY
LINE OF STATE ROAD NO. 5 / U. S. HIGHWAY NO. 7, RUN SOUTH 89 '56 '56 " EAST ALONG SAID PRESENT
NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD STREET A DISTANCE OF 20. 78 FEET TO THE
POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING RUN NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 17108. 86 FEET, A CENTRAL ANGLE OF 00'25'46 ", SUBTENDED BY A CHORD
LL BEARING AND DISTANCE OF NORTH 15'28'44 " WEST 128. 27 FEET AND AN ARC DISTANCE OF 128. 27 FEET
TO A POINT OF CUSP, THENCE RUN SOUTHEASTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
a HAVING A RADIUS OF 100. 00 FEET, A CENTRAL ANGLE OF 74 '41 '05 ", SUBTENDED BY A CHORD BEARING
o AND DISTANCE OF SOUTH 52'36 '24" EAST 121 . 32 FEET AND AN ARC DISTANCE OF 730. 35 FEET TO THE
POINT OF TANGENCY, THENCE RUN SOUTH 89 '5656 " EAST ALONG A LINE BEING PARALLEL, AND 50. 00
FEET NORMAL TO AFORESAID PRESENT NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD
o STREET, A DISTANCE OF 526. 80 FEET TO A POINT ON CURVE, SAID POINT BEING ON THE WESTERLY
BOUNDARY LINE OF THAT CERTAIN PARCEL IDENTIFICA77ON NO. 32391400000500000004. 0, OF INDIAN
RIVER COUNTY, FLORIDA; THENCE RUN SOUTHEASTERLY ALONG SAID WESTERLY BOUNDARY LINE AND
CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 16528. 86 FEET, A CENTRAL ANGLE OF
3 00'10 '50 ", SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 16 ,10 "16 "" EAST 52. 08 FEET AND
AN ARC DISTANCE OF 52. C8 FEET TO A POINT ON THE AFORESAID PRESENT NORTHERLY RIGHT OF WAY
LINE OF KINGSBERRY ROAD / 53RD STREET,, THENCE RUN NORTH 89'5656 " WEST ALONG SAID PRESENT
NORTH RIGHT OF WAY LINE A DISTANCE OF 603. 45 FEET TO THE POINT OF BEGINNING.
J
w SAID PARCEL CONTAINING 14. 66 ACRES MORE OR LESS.
J
uj
a
CARTER ASSOCIATES , INC .
CONSULTING ENGINEERS AND LAND SURVEYORS
9
a 1708 21ST STREET 772-562-4191 (TEL)
VERO BEACH, FLORIDA 32980-9472 772-562-7180 (FAA)
m
n� DATE DWG BY APP'] BY H. SCALE PRCJ. NO. DWG. NO 18468-A1
1 -10-08 ESC FSC NIA L5-96E
rn SHEET 1 OF 1
vi
0
VI
DESCRIPTION OF SKETCH
DESCRIPTION OF RIGHT OF WAY TO BE ACQUIRED FOR 53RD STREET / KINGSBERRY ROAD
A PARCEL OF LAND BEING A PART OF THE SOUTHWEST ONE- QUARTER OF SECTION 14, TOWNSHIP 32
SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 14, TOWNSHIP 32 SOUTH, RANGE 39 EAST, RUN
SOUTH 895656" EAST ALONG THE SOUTH LINE OF SAID SECTION 14, A DISTANCE OF 375. 51 FEET TO
THE INTERSECTION KITH THE PRESENT EAST RIGHT OF WAY LINE OF STATE ROAD NO. 5 / U. S. HIGHWAY
NO. 1 (720. 00 FEET WIDE R. O. W. AS IT NOW PRESENTLY EXISTS) AND POINT ON CURVE; THENCE RUN
NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 77728. 86 FEET,
A CENTRAL ANGLE OF 0014 '36 " SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 1544744 "
WEST 72. 76 FEET AND AN ARC DISTANCE OF 72. 76 FEET TO THE POINT ON THE PRESENT NORTH RIGHT
OF WAY LINE OF KINGSBERRY ROAD / 53RD STREET; THENCE LEAVING AFORESAID PRESENT EAST RIGHT
OF WAY LINE OF STATE ROAD NO. 5 / U. S. HIGHWAY NO. 7, RUN SOUTH 8956"56 " EAST ALONG SAID
PRESENT NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD STREET A DISTANCE OF 20. 78 FEET
TO THE POINT OF BEGINNING.
FROM SAID POINT OF BEGINNING RUN NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 17108. 86 FEET, A CENTRAL ANGLE OF 002546 " SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 7528'44 " WEST 128. 27 FEET AND AN ARC DISTANCE OF 128. 27 FEET
TO A POINT OF CUSP; THENCE RUN SOUTHEASTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 100. 00 FEET, A CENTRAL ANGLE OF 74041 '05 ", SUBTENDED BY A CHORD BEARING
AND DISTANCE OF SOUTH 523624 " EAST 121. 32 FEET AND AN ARC DISTANCE OF 130.35 FEET TO THE
POINT OF TANGENCY,; THENCE RUN SOUTH 895656 " EAST ALONG A LINE BEING PARALLEL, AND 50. 00
FEET NORMAL TO AFORESAID PRESENT NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD
STREET, A DISTANCE OF 526. 80 FEET TO A POINT ON CURVE, SAID POINT BEING ON A CURVE 600. 00
FEET EAST, NORMAL TO AND PARALLEL WITH AFORESAID PRESENT EAST RIGHT OF WAY LINE OF STATE
ROAD NO. 5 / U. S. HIGHWAY NO. 1; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE CONCAVE TO
THE NORTHEAST HAVING A RADIUS OF 16528. 86 FEET, A CENTRAL ANGLE OF 00-10050" SUBTENDED BY
A CHORD BEARING AND DISTANCE OF SOUTH 16070'16 " EAST 52. 08 FEET AND AN ARC DISTANCE OF
52. 08 FEET TO A POINT ON THE AFORESAID PRESENT NORTHERLY RIGHT OF WAY LINE OF KINGSBERRY
ROAD / 53RD STREET,,- THENCE RUN NORTH 8956 '56 " WEST ALONG SAID PRESENT NORTH RIGHT OF
WAY LINE A DISTANCE OF 603. 45 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 0. 72 ACRES
SURVEYOR'S NOTES.,
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER THIS DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT
VALID.
2. THIS SKETCH DOES NOT INTEND TO DELINEATE WETLANDS, LOCAL AREAS OF CONCERN OR ANY OTHER
JURISDICTIONAL DETERMINATION.
3. THE DESCRIPTION SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND MAPPER. NO TITLE
COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR REGARDING THIS SKETCH OF
DESCRIPTION.
4. THIS MAP 1S A SKETCH OF DESCRIPTION ONLY, A BOUNDARY SURVEY WAS NOT PERFORMED TO DELINEATE
THE LIMITS OF THE SUBJECT PARCEL.
5. NO FOUNDATIONS, UNDERGROUND INSTALLATIONS OR OTHER ABOVE GROUND (VISIBLE) IMPROVEMENTS
HAVE BEEN LOCATED.
6. NO FIELD WORK WAS PERFORMED TO DELINEATE SAID LIMITS.
c 7. THE APPARENT USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS (61G17- 6,
F.A.C.) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT
IN 7,500. THE MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURES WERE FOUND TO N
H MEET OR EXCEED THIS ACCURACY REQUIREMENT.
D 9. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP.
O
N v
CERTIFIED TO:
INDIAN RIVER COUNTY, FLORIDA
I CARTER ASSOCIATES, INC ,
r � CONSUL77NG ENGINEERS AND LAND SURVEYORS
1708 21ST STREET 772-562-4101 (TEL)
F ANK S. C URESE, P.S.M. •SIGNATURE DATE VERO BEACH, FLORIDA 32960-3472 772-582-7180 (FAX)
FLORIDA NSE No. INC. DATE DVG BY APP BY H SCALE PROJ. NO DVG NO 18468 -A
WI ASSOCIATES, INC. LB 205
'& t -4 -08 ESC ESC 10 =100 C5-96E
SHEET 1 DE 2
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SKETCH OF DESCRIPTION
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Ci �• h 3nr, w SCALE : 1 " = 100 '
w� o � z LEGEND:
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Q a .\ OIW wm 3 P. O. C. = POINT OF COMMENCEMENT
1300 P. O. B. = POINT OF BEGINNING
P. O. T. = POINT OF TANGENCY
P. T. = POINT OF TANGENCY
_oP.C. = POINT OF CURVATURE
aa
P.R.C. = POINT OF REVERSE CURVATURE
` \ ` c Z , C6 = CURVE (ABEL
Z X\1 W ti R.O. W. = RIGHT OF WAY
t� ASV A� 0 FL. = FLORIDA
P. O. CUSP = POINT OF CUSP
P. ON. C. = POINT ON CURVE
p \\\ x46.00 I.R. C.,FL. = INDIAN RIVER COUNTY, FLORIDA
�h \ Y CHD.BRG. = CHORD BEARING 70.00• HWY = HIGHWAY
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GRAPHIC SCALE
o" 10° a 25 60 1 CARTER ASSOCIATES , IVC .
CONSULTING ENGINEERS AND LAND SURVEYORS
p 1708 21ST STREET 772-582-4191 (TEL)
VERO BEACH, FLORIDA 32960-3472 772-562-7180 (FAY)
N
wl ( IN FEET ) DATE EWG BY AP?'D BY H. SCALE PRGJ. N0, DWG. NO. 1194613-A
m 1 inch = IDO ft. 1- 4-08 Esc FSC Vmloo, 05-96E
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vi
EXHIBIT `B"
ALLOCATION OF TASKS
Task Allocation Summary
Task Responsible Part
County Developer
Design and Eng�ineerhg x
Permifting x
Procurement of Contractor x
Construction and Field Stakeout x
Review/Approval of Contractor Pay Requests (within the base contract) x
Review/Approval of Contractor Change Order Requests (if an ) x x
Materials Testing x
Inspections x
Preparation of As-Built Plans x
Preparation of Close-out Package x
Final Certfications (FDOT, SJRWMD) x
DESCRIPTION OF SKETCH
DESCRIPTION OF RIGHT OF WAY TO BE ACQUIRED FOR 53RD STREET / KINGSBERRY ROAD
A PARCEL OF LAND BEING A PART OF THE SOUTHWEST ONE-QUARTER OF SECTION 14, TOWNSHIP 32
SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS
COMMENCING AT THE SOUTHWEST CORNER OF SECTION 14, TOWNSHIP 32 SOUTH, RANGE 39 EAST, RUN
SOUTH 895656" EAST ALONG THE SOUTH UNE OF SAID SECTION 14, A O15TAMCE OF 375.51 FEET TO
THE INTERSECTION IMM THE PRESENT EAST RIGHT OF WAY LINE OF STATE ROAD NO. 5 / U. S. HIGHWAY
NO. 1 (120. 00 FEET MDE R.O. W. AS IT NOW PRESENTLY EXISTS) AND POINT ON CURVE; THENCE RUN
NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 17128.86 FEET,
A CENTRAL ANGLE OF 00'14'36", SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 15 '47'44"
WEST 72. 76 FEET AND AN ARC DISTANCE OF 72. 76 FEET TO THE POINT ON THE PRESENT NORTH RIGHT
OF WAY LINE OF KANGSBERRY ROAD / 53RD STREET; THENCE LEAVING AFORESAID PRESENT EAST RIGHT
OF WAY LINE OF STATE ROAD NO. 5 / U.S. HIGHWAY NO. 1. RUN SOUTH 89 '56'56' EAST ALONG SAID
PRESENT NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD 57REET A DISTANCE OF 20. 78 FEET
TO THE POINT OF BEGINNING
FROM SAID POINT OF BEGINNING RUN NORTHWESTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 17108. 86 FEET, A CENTRAL ANGLE OF 0075'46', SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 157844" WEST 128. 27 FEET AND AN ARC DISTANCE OF 128. 27 FEET
TO A POINT OF CUSP; THENCE RUN SOUTHEASTERLY ALONG THE CURVE CONCAVE TO THE NORTHEAST
HAVING A RADIUS OF 100.00 FEET. A CENTRAL ANGLE OF 74'41'05", SUBTENDED BY A CHORD BEARING
AND DISTANCE OF SOUTH 523624" EAST 121-32 FEET AND AN ARC DISTANCE OF 130.35 FEET TO THE
POINT OF TANGENCY,. THENCE RUN SOUTH 895656" EAST ALONG A UNE BEING PARALLEL, AND 50. 00
FEET NORMAL TO AFORESAID PRESENT NORTH RIGHT OF WAY LINE OF KINGSBERRY ROAD / 53RD
STREET, A DISTANCE OF 526.80 FEET TO A POINT ON CURVE, SAID POINT BEING ON A CURVE 60000
FEET EAST, NORMAL TO AND PARALLEL WITH AFORESAID PRESENT EAST RIGHT OF WAY LINE OF STATE
ROAD NO 5 / V.S. HIGHWAY NO. 1; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE CONCAVE TO
THE NORTHEAST HAVING A RADIUS OF 16528.86 FEET, A CENTRAL ANGLE OF 0070'50, SUBTENDED BY
A CHORD BEARING AND DISTANCE OF SOUTH 167OY6' EAST 52. 08 FEET AND AN ARC DISTANCE OF
52. 08 FEET TO A POINT ON THE AFORESAID PRESENT NORTHERLY RIGHT OF WAY LINE OF KINGSBERRY
ROAD / 53RD STREET. THENCE RUN NORTH 8956'56" WEST ALONG SAID PRESENT NORTH RIGHT OF
WAY LINE A DISTANCE OF 603. 45 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 0. 72 ACRES
SURVEYOR'S NOTES
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
ANO MAPPER THIS DRAWING. SKETCH. PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND AS NOT
YA 10.
1. THIS SKETCH DOES NOT INTEND TO DELINEATE WETLANDS, LOCAL AREAS OF CONCERN 08 ANY OTHER
JURISDICTIONAL DETERMINATION.
3. THE DESCRIPTION SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND WEER. NO THE
COMMITMENT OR ABSTRACT mv9 FURNISHED TO THIS FIRM OR SURVEYOR REGARDING THIS SKETCH OF
DESCRIPTION.
4. THIS MAP IS A SKETCH OF DESCRIPTNJN ONLY, A BOUNDARY SURVEY WAS NOT PERFORMED TO DELINEATE
ME LIMITS OF ME SUBIECT PARCEL.
5. NO FOUNDATIONS, UNDERGROUND INSTALLATIONS OR OTHER ABOVE GROUND (VIS(BLE) IMPROVEMENTS
HAVE BEEN LOCATED.
a: 6. NO FIELD WORN WAS PERFORMED TO DELINEATE SAID L!MlTS.
0
]. ME APPARENT USE OF ME WTD, AS CL6SIFIED BY THE MINIMUM TECHNICAL STANDARDS (61G17- 6
F.A,C.) IS SUBURBAN ME MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT
IN ],500. ME MEASUREMENTS ANO G CULATIONS OF THE CLOSED GEOMETRIC FIGURES WERE FOUND TO
m MEET OR EXCEED THIS ACCURACY REWIREMENT.
C 9. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP.
a
CERTFIED TO: _
INDIAN RIWR COUNTY, FLORIDA
ui >
0
ICARTER ASSOCIATES INC
ICONSUL77NG ENGINEERS AND LAND SURVEYORS
1708 21ST STREET 772-562-4101 ((1'EL))
u P ANK S. C URESE. P.S M: '•SIGNATURE DATE FERC HI?,1CN, FLORIDA 92980-9492 nz-bez-ileo (FARJ
FLORIDA NSE No. 4765
WI ASSOCIATES, ' INC. LE 205' . . DATE DVG 3Y ACPD S♦ H SCALE PRDJ. ND D4'G. NO 18569-A
1-4 -09 FSC TSC 1'=100 C3-96E
SHEET 1 DF 2
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SKETCH OF DESCRIPTION
UNPLA AT �k0�LLiARBRCAGEOR �
EAST
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LEGEND:
a
vj °o •+°'` O o wm 3 P.O.C. POINT OF COMMENCEMENT
p P.O.B. = POINT OF BEGINNING
2 Q O T° -mm P.O. T. = POINT OF TANGENCY
2 yr a a P.T. = POINT OF TANGENCY
_ m �I RC POI OF CURVATURE
S \` RC C. = POINT OF REVERSE CURVA VRE
LLJ � �w m Ni C6 = CURVE T OF
W R.O W. = RIGHT OF WAY
!x EL
m w FL. = FLORIDA
u P.O.CUSP = POINT OF CUSP
p Z -4600' P.ON.C. = POINT ON CURVE
)RC.,FL. = )MOON RIVER COUNTY, FLORIDA
CHO.BRG. = CHORD BEARING
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N GRAPHIC SCALE CARTER ASSOCIATES, INC w
iim a is sa CONSULTING ENGINEERS AND LAND SURVEYORS w
n 1706 21ST STREET 772-562-4191 ((TEL)
9880 BEACH, FLORIDA 92960-9472 772-562-7160 (FAXj
u ( IN FEET )
uI OSIE DVS BY HBY 4. STATE FN(1. DWG. N0, 18468-A
a, i inch = 100 ft. 1-4-BB
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SHEET 2 OF 2
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