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City of Crestview
City Clerk Coversheet
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T S
Contracts
Year
1996
5/3/2019
AMENDED AGREEMENT
FOR AND IN CONSIDERATION of mutual benefits to be derived, R&R
INVESTMENTS, LTD., by and through its general partner, TIMOTHY E.
RAY, hereinafter known as "R&R", whose address is 5210 South Ferdon
Boulevard, Crestview, Florida 32536, and TIMOTHY E. RAY,
individually, hereinafter known as "Ray", and the CITY OF
CRESTVIEW, FLORIDA, whose address is P.O. Box 1209, Crestview,
Florida 32536, hereinafter known as "City", enter into this Amended
Agreement for the granting of ownership to a certain parcel of
property in exchange for certain obligations and benefits to be
received.
I.
R&R and Ray agree to convey to City by warranty deed certain
lands which are to be utilized for road right-of-way for the
purpose of re -construction and erosion control of a section of
Rasberry Road. The description of said property is dated March 26,
1996, and noted as Rasberry Road, hereto and marked "Exhibit A".
Said property may also be utilized by the City for locating any
utilities including, but not limited to, water lines, sewer lines,
electric service, cable television service, gas lines and others.
The parcel may be utilized for other services to benefit the City
and its residents. Additionally, one (1) five foot utility
easement, one (1) seven foot utility easement, and one (1) fifteen
foot drainage easement as noted on "Exhibit A" shall be conveyed to
City.
II.
R&R and Ray shall be responsible for changing and relocating
that portion of Rasberry Road as it currently exists to that parcel
which is proposed and noted in Baskerville-Donovan project number
49901.06 and Natural Resources Conservation Service project number
DSR OK-73.
R&R and Ray shall provide the minimum right-of-way width as
required by said project specifications, and shall post an
acceptable maintenance bond and maintenance agreement in accordance
with prevailing City maintenance standards covering an eighteen
(18) month maintenance period.
IV.
Upon successful completion of all obligations agreed to by R&R
and Ray, City shall initiate an ordinance to abandon that certain
affected section of the existing Rasberry Road which is now being
utilized as right-of-way, but which will no longer be needed.
V.
Said construction shall begin on a date mutually agreeable to
R&R, Ray, the City and the City Engineers, but no later than July
5, 1996. Time is of the essence, so R&R and Ray shall successfully
complete their work no later than August 30, 1996.
VI.
R&R and Ray shall be obligated to construct the roadbed and
drainage requirements of the relocated road to a condition suitable
for placement of the clay base material and paving and according to
construction standards established by the City's engineers. Said
plans and specifications are those established by the City Engineer
in amended written paving plans dated January, 1996, and noted as
project number 49901.06 and Natural Resources Conservation Service
project number DSR OK-73. The City shall be sole judge of whether
or not those standards have been met.
VII.
R&R and Ray agree that the relocation of Rasberry Road, the
construction of the new roadbed, and the maintenance of property
belonging to R&R and Ray which is adjacent to the newly relocated
road, shall be handled in such a way that all standards of the
Department of Environmental Protection shall be met and should any
dispute arise in the future with any environmental department of
the County of Okaloosa, State of Florida, or the United States,
which has caused either partially or in whole by practices within
the control of R&R or Ray, those parties agree to correct those
conditions and to indemnify and hold City harmless.
VIII.
R&R and Ray acknowledge that the relocation does not include
any implied or express development approvals for the properties
represented by the exchange and all future development and/or
construction on said property, surrounding the relocated road, must
apply for development approval with the City and comply with all
applicable zoning development and building requirements of the
City.
IX.
In addition to the grant of the relocated roadbed, R&R and Ray
shall convey to the City an easement for purposes of locating a 12"
water line and/or other utilities along the adjacent property owned
by R&R and Ray. Said easement has been executed prior to this
amended Agreement.
X.
R&R and Ray shall also secure appropriate approvals from all
agencies which might impact the development of the new roadbed
specifically resolving any issues as to whether or not the new
roadbed shall pass through any lands designated as wetlands.
XI.
This Amended Agreement only modifies and expands the
obligations of the parties and in no way voids or supplants the
original Agreement signed by the parties on or about September 28,
1995, as amended on or about May 7, 1996.
Tlhi Agreement entered into this
1996.
ATTEST:
CITY OF CRESTVIEW
day of
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EDWARD M. NEAL GEORGE H. WHITEHURST
City Clerk Mayor
Signed, Sealed and Delivered
in the presence of:
Printed Name
Signed, Sealed and Delivered
in the presence of:
,7;;;;•,-5",..e5:7,5?)/
Printed Name
c:\....\creet\agreemente\raeberryrd.amd3
R&R INVESTMENTS, LTD.
B
TIMOT E. RAY
General Partner
3
TIMOT Y E. RAY
Individually
RASBERRY ROAD
"EXHIBIT A"
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVML INC.
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
SECTION 30, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 30 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES) AND TO THE POINT OF
BEGINNING; SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND
HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00
DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03
FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00
MINUTE 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY
ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO .A
POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-
WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS
WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00
FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT
BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37
SECONDS, A TANGENT DISTANCE OF 49.44 FEET, AND A CHORD
BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32
SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE .
ARC OF SAID CURVE A DISTANCE OF 98.84 FEET TO THE POINT OF
TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14
SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO A
EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86
DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG
IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19
MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A
DISTANCE OF 93.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-
WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS
EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 115.00
FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED
SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID
NORTHERLY RIGHT-OF-WAY A DISTANCE OF 93.00 FEET TO A
EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86
DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 58.28 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A
RADIUS OF 267.00 FEET, A CENTRAL ANGLE OF 45 DEGREES 09
MINUTES 21 SECONDS, A TANGENT DISTANCE OF 111.02 FEET, AND A
CHORD BEARING AND DISTANCE OF NORTH 64 DEGREES 05 MINUTES 34
SECONDS EAST, 205.02 FEET; THENCE PROCEED NORTHEASTERLY
ALONG THE ARC OF SAID CURVE A DISTANCE OF 210.43 FEET TO THE
POINT OF TANGENCY; THENCE PROCEED NORTH 41 DEGREES 3.0
MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A
DISTANCE OF 305.29 FEET TO A NORTHWESTERLY JOG IN SAID
RIGHT-OF-WAY; THENCE PROCEED NORTH 48 DEGREES 29 MINUTES 07
SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
95.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED NORTH 52 DEGREES 44 MINUTES 37 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 138.65 FEET TO A
SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 48
DEGREES 29 MINUTES 07 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 68.00 FEET TO A NORTHEASTERLY JOG
IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 41 DEGREES 30
MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY
CURVATURETOFF-WAY A
A CURVE
DISTANCE OF 103.97 FEET TO THE POINT OF
CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 333.00 FEET, A
CENTRAL ANGLE OF 47 DEGREES 54 MINUTES 37 SECONDS, A TANGENT
DISTANCE OF 147.95 FEET AND A CHORD BEARING AND DISTANCE OF
NORTH 65 DEGREES 28 MINUTES 11 SECONDS EAST, 270.41 FEET;
THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF.278.45 FEET TO A POINT ON SAID CURVE AND A
NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 16
DEGREES 42 MINUTES 45 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 15.82 FEET TO A EASTERLY JOG IN
SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 72 DEGREES 50
MINUTES 43 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A
DISTANCE OF 229.90 FEET TO THE WAYTERLY VARIES)GHTHENCEAY OF
PROCEED
STATE ROAD NUMBER 85 (RIGHT 0
SOUTH 17 DEGREES 09 MINUTES 17 SECONDS WEST ALONG SAID
WESTERLY RIGHT-OF-WAY A DISTANCE OF 66.00 FEET TO THE
SOUTHERLY RIGHT-OF-WAY OF THE AFORESAID RASBERRY ROAD
(RIGHT-OF-WAY VARIES); THENCE DEPARTING SAID WESTERLY RIGHT-
OF-WAY, PROCEED NORTH 72 DEGREES 50 MINUTES 43 SECONDS WEST
ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 128.37 FEET
TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY
AND HAVING A RADIUS OF 267.00 FEET, A CENTRAL ANGLE OF 65
DEGREES 38 MINUTES 24 SECONDS, A TANGENT DISTANCE OF 172.20
FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 74 DEGREES
20 MINUTES 05 SECONDS WEST, 289.43 FEET; THENCE PROCEED
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF
305.88 FEET TO THE POINT OF TANGENCY; THENCE PROCEED SOUTH
41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A DISTANCE OF 254.97 FEET TO A SOUTHEASTERLY
JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 48 DEGREES 29
MINUTES 07 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY A
DISTANCE OF 25.00 FEET TO A SOUTHWESTERLY JOG IN SAID RIGHT-
OF-WAY; THENCE PROCEED SOUTH 41 DEGREES 30 MINUTES 53
SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF
95.00 FEET TO A NORTHWESTERLY JOG IN SAID RIGHT-OF-WAY;
THENCE PROCEED NORTH 48 DEGREES 29 MINUTES 07 SECONDS WEST
ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 25.00 FEET
TO A SOUTHWESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED
SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID
SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 195.29 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY AND
HAVING A RADIUS OF 333.00 FEET, A CENTRAL ANGLE OF 45
DEGREES 09 MINUTES 21 SECONDS, A TANGENT DISTANCE OF 138.46
FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 64 DEGREES
05 MINUTES 33 SECONDS WEST, 255.70 FEET; THENCE PROCEED
SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE A DISTANCE OF 262.44 FEET TO THE
POINT OF TANGENCY; THENCE PROCEED SOUTH 86 DEGREES 40
MINUTES 14 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A
DISTANCE OF 1269.28 FEET TO A SOUTHERLY JOG IN SAID; THENCE
PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG
SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 38.00 FEET TO A
WESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 88
DEGREES 55 MINUTES 51 SECONDS WEST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A DISTANCE OF 65.19 FEET TO A NORTHERLY JOG IN
SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19
MINUTES 46 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A
DISTANCE OF 33.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF-
WAY; THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS
WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 132.00
FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED
SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID
SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 24.00 FEET TO A
WESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 89
DEGREES 07 MINUTES 29 SECONDS WEST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A DISTANCE OF 68.18 FEET TO A NORTHERLY JOG IN
SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19
MINUTES 46 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A
DISTANCE OF 12.00 FEET TO A WESTERLY JOG IN SAID RIGHT-OF-
WAY; THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14 SECONDS
WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 96.10
FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY
AND HAVING A RADIUS OF 1457.84 FEET; A CENTRAL ANGLE OF 08
DEGREES 04 MINUTES 07 SECONDS, A TANGENT DISTANCE OF 102.82
FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 89 DEGREES
17 MINUTES 43 SECONDS WEST, 205.13 FEET; THENCE PROCEED
WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 205.30
FEET TO THE POINT OF TANGENCY; THENCE PROCEED NORTH 85
DEGREES 15 MINUTES 39 SECONDS WEST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A DISTANCE OF 125.05 FEET; THENCE PROCEED NORTH
00 DEGREES 11 MINUTES 38 SECONDS EAST A DISTANCE OF 80.25
FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY
ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 85 DEGREES
15 MINUTES 39 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY
A DISTANCE OF 131.41 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET,
A CENTRAL ANGLE OF 02 DEGREES 24 MINUTES 55 SECONDS, A
TANGENT DISTANCE OF 29.05 FEET, AND A CHORD BEARING AND
DISTANCE OF SOUTH 86 DEGREES 28 MINUTES 07 SECONDS EAST,
58.08 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 58.08 FEET TO A NORTHERLY JOG IN SAID
RIGHT-OF-WAY; THENCE PROCEED NORTH 02 DEGREES 19 MINUTES 26
SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
41.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID
POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS
OF 1336.84 FEET, A CENTRAL ANGLE OF 01 DEGREES 06 MINUTES 43
SECONDS, A TANGENT DISTANCE OF 12.97 FEET, AND A CHORD
BEARING AND DISTANCE OF SOUTH 88 DEGREES 13 MINUTES 56
SECONDS EAST, 25.94 FEET; THENCE PROCEED EASTERLY ALONG THE
ARC OF SAID CURVE A DISTANCE OF 25.94 FEET TO A POINT ON
SAID CURVE AND THE POINT OF BEGINNING; LYING IN AND BEING
PART OF SECTIONS 29 AND 30, TOWNSHIP-3-NORTH, RANGE-23-WEST,
OKALOOSA COUNTY, FLORIDA AND CONTAINING 248,411 SQUARE FEET
OR 5.703 ACRES, MORE OR LESS.
5.00' UTILITY EASEMENT
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC.
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION 29 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET,
A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A
TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST,
10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND
A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH
00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 36.00 FEET TO THE POINT OF
BEGINNING, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND
HAVING A RADIUS OF 1372.84 FEET, A CENTRAL ANGLE OF 04
DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.26
FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES
43 MINUTES 32 SECONDS EAST, 98.46 FEET; THENCE DEPARTING
SAID NORTHERLY RIGHT-OF-WAY, PROCEED EASTERLY ALONG THE ARC
OF SAID CURVE A DISTANCE OF 98.48 FEET TO THE POINT OF
TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14
SECONDS EAST A DISTANCE OF 72.10 FEET; THENCE PROCEED SOUTH
03 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 5.00
FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY
ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES
40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY
A DISTANCE OF 72.10 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET,
A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A
TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 88 DEGREES 43 MINUTES 32 SECONDS WEST,
98.82 FEET; THENCE PROCEED WESTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 98.84 FEET TO A POINT ON SAID CURVE AND
A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH
00 DEGREES 46 MINUTES 15 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 5.00 FEET TO THE POINT OF
BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP-
3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND
CONTAINING 854 SQUARE FEET OR 0.020 ACRES, MORE OR LESS.
7.00' UTILITY EASEMENT
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC.
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET,
A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A
TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST,
10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND
A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH
00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN
SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL
ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT
DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF
NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET;
THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE
PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A
SOUTHERLY JOG IN SAID RIGHT-OF-WAY AND THE POINT OF
BEGINNING; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY,
CONTINUE NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST A
DISTANCE OF 900.00 FEET; THENCE PROCEED SOUTH 03 DEGREES 19
MINUTES 46 SECONDS EAST A DISTANCE OF 7.00 FEET TO THE
AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-
WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14
SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
900.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO THE
POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29,
TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA
AND CONTAINING 6,300 SQUARE FEET OR 0.145 ACRES, MORE OR
LESS.
15.00' DRAINAGE EASEMENT
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC.
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET,
A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A
TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST,
10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND
A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH
00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN
SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL
ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT
DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF
NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET;
THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE
PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A
SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03
DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A -DISTANCE OF 7.00 FEET TO A EASTERLY JOG IN
SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86 DEGREES 40
MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A
DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-
OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46
SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
82.39 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID
NORTHERLY RIGHT-OF-WAY, PROCEED NORTH 48 DEGREES 19 MINUTES
46 SECONDS WEST A DISTANCE OF 87.50 FEET; THENCE PROCEED
NORTH 41 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF
15.00 FEET; THENCE PROCEED SOUTH 48 DEGREES 19 MINUTES 46
SECONDS EAST A DISTANCE OF 87.50 FEET TO THE AFORESAID
NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY
VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14
SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
10.61 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 10.61 FEET TO THE
POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29,
TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA
AND CONTAINING 1256 SQUARE FEET OR 0.029 ACRES, MORE OR
LESS.
AMENDED AGREEMENT
FOR AND IN CONSIDERATION of mutual benefits to be derived, R&R
INVESTMENTS, LTD., by and through its general partner, TIMOTHY E.
RAY, hereinafter known as "R&R", whose address is 5210 South Ferdon
Boulevard, Crestview, Florida 32536, and TIMOTHY E. RAY,
individually, hereinafter known as "Ray", and the CITY OF
CRESTVIEW, FLORIDA, whose address is P.O. Box 1209, Crestview,
Florida 32536, hereinafter known as "City", enter into this Amended
Agreement for the granting of ownership to a certain parcel of
property in exchange for certain obligations and benefits to be
received.
I.
R&R and Ray agree to convey to City by warranty deed certain
lands which are to be utilized for road right-of-way for the
purpose of re -construction and erosion control of a section of
Rasberry Road. The description of said property is dated March 26,
1996, and noted as Rasberry Road, hereto and marked "Exhibit A".
Said property may also be utilized by the City for locating any
utilities including, but not limited to, water lines, sewer lines,
electric service, cable television service, gas lines and others.
The parcel may be utilized for other services to benefit the City
and its residents. Additionally, one (1) five foot utility
easement, one (1) seven foot utility easement, and one (1) fifteen
foot drainage easement as noted on "Exhibit A" shall be conveyed to
City.
II.
R&R and Ray shall be responsible for changing and relocating
that portion of Rasberry Road as it currently exists to that parcel
which is proposed and noted in Baskerville-Donovan project number
49901.06 and Natural Resources Conservation Service project number
DSR OK-73.
R&R and Ray shall provide the minimum right-of-way width as
required by said project specifications, and shall post an
acceptable maintenance bond and maintenance agreement in accordance
with prevailing City maintenance standards covering an eighteen
(18) month maintenance period.
IV.
Upon successful completion of all obligations agreed to by R&R
and Ray, City shall initiate an ordinance to abandon that certain
affected section of the existing Rasberry Road which is now being
utilized as right-of-way, but which will no longer be needed.
V.
Said construction shall begin on a date mutually agreeable to
R&R, Ray, the City and the City Engineers, but no later than July
5, 1996. Time is of the essence, so R&R and Ray shall successfully
complete their work no later than August 30, 1996.
VI.
R&R and Ray shall be obligated to construct the roadbed and
drainage requirements of the relocated road to a condition suitable
for placement of the clay base material and paving and according to
construction standards established by the City's engineers. Said
plans and specifications are those established by the City Engineer
in amended written paving plans dated January, 1996, and noted as
project number 49901.06 and Natural Resources Conservation Service
project number DSR OK-73. The City shall be sole judge of whether
or not those standards have been met.
VII.
R&R and Ray agree that the relocation of Rasberry Road, the
construction of the new roadbed, and the maintenance of property
belonging to R&R and Ray which is adjacent to the newly relocated
road, shall be handled in such a way that all standards of the
Department of Environmental Protection shall be met and should any
dispute arise in the future with any environmental department of
the County of Okaloosa, State of Florida, or the United States,
which has caused either partially or in whole by practices within
the control of R&R or Ray, those parties agree to correct those
conditions and to indemnify and hold City harmless.
VIII.
R&R and Ray acknowledge that the relocation does not include
any implied or express development approvals for the properties
represented by the exchange and all future development and/or
construction on said property, surrounding the relocated road, must
apply for development approval with the City and comply with all
applicable zoning development and building requirements of the
City.
IX.
In addition to the grant of the relocated roadbed, R&R and Ray
shall convey to the City an easement for purposes of locating a 12"
water line and/or other utilities along the adjacent property owned
by R&R and Ray. Said easement has been executed prior to this
amended Agreement.
X.
R&R and Ray shall also secure appropriate approvals from all
agencies which might impact the development of the new roadbed
specifically resolving any issues as to whether or not the new
roadbed shall pass through any lands designated as wetlands.
XI.
This Amended Agreement only modifies and expands the
obligations of the parties and in no way voids or supplants the
original Agreement signed by the parties on or about September 28,
1995, as amended on or about May 7, 1996.
is Agreement entered into this
, 1996.
ATTEST: CITY OF CRESTVIEW
EDWARD M. NEAL
City Clerk
day of
/try. \VAt3kmAA
GEORGE H. WHITEHURST
Mayor
Signed, Sealed and Delivered R&R INVESTMENTS, LTD.
in the presence of:
rinted Name
Signed, Sealed and Delivered
gy.
_:1-221.r—
TIMOT E. RA
General Partner
in the presence of: l TIMOT'fiY E. RAY,
Individually
�o�s�y
Printed Name
c:\....\crest\agreements\rasberryrd.amd3
t
RASBERRY ROAD
"EXHIBIT A"
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
SECTION 30, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 30 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES) AND TO THE POINT OF
BEGINNING; SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND
HAVING A RADIUS OF 1336.84 FEET, A CENTRAL ANGLE OF 00
DEGREES 25 MINUTES 52 SECONDS, A TANGENT DISTANCE OF 5.03
FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 89 DEGREES 00
MINUTE 13 SECONDS EAST, 10.06 FEET; THENCE PROCEED EASTERLY
ALONG THE ARC OF SAID CURVE A DISTANCE OF 10.06 FEET TO .A
POINT ON SAID CURVE AND A SOUTHERLY JOG IN SAID RIGHT-OF-
WAY; THENCE PROCEED SOUTH 00 DEGREES 46 MINUTES 51 SECONDS
WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 41.00
FEET TO A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID POINT
BEING ON A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
1377.84 FEET, A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37
SECONDS, A TANGENT DISTANCE OF 49.44 FEET, AND A CHORD
BEARING AND DISTANCE OF NORTH 88 DEGREES 43 MINUTES 32
SECONDS EAST, 98.82 FEET; THENCE PROCEED EASTERLY ALONG THE'i
ARC OF SAID CURVE A DISTANCE OF 98.84 FEET
TTO 40 MINUTES PEAT OF
TANGENCY; THENCE PROCEED NORTH 86 DEGREE
SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
172.10 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO A
EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86
DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG
IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19
MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A
DISTANCE OF 93.00 FEET TO A EASTERLY JOG IN SAID RIGHT-OF-
WAY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS
EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 115.00
FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED
SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID
NORTHERLY RIGHT-OF-WAY A DISTANCE OF 93.00 FEET TO A
EASTERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 86
DEGREES 40 MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE
BNORTHWESTERLYTHE
ANDPOINT
HAVING A
CURVATURE OF A CURVE CONCAVE
RADIUS OF 267.00 FEET, ANGENT DISENTRAL TAGLE OF 45 ANCE OF 111D02REES FEET09AND A
MINUTES 21 SECONDS, A T
CHORD BEARING AND DISTANCE OF NORTH
PROCEEDDEGREES
MINUTES 34
SECONDS EAST, 205.02 FEET; THENCE
ALONG THE ARC OF SAID CURVE A DISTANCE OF 210.43 FEET TO THE
POINT OF TANGENCY; THENCE PROCEED NORTH 41 DEGREES 30
MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY
RIGHT
-OF-WAY A
DISTANCE OF 305.29 FEET TO A NORTHWEST
ERLY JOG SAID
RIGHT-OF-WAY; THENCE PROCEED NORTHRIGHT-OF-WAY 2A MINUTES 07
SECONDS WEST ALONG SAID NORTHERLY
OF
95.00_ FEET TO A NORTHERLY 4JOG IIESSAID
37RSECONDS EAST THENCE
PROCEED NORTH 52 DEGREES 4
SAID NORTHERLY RIGHT-OF-WAY OFDISTANCE
THENCEIPROCEEDFEET
SOUTH 48
SOUTHERLY JOG IN SAID RIG
DEGREES 29 MINUTES 07 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 68.00 FEET TO A NORTHEASTERLY JOG
IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH 41RDEGREES 30
WAY A
MINUTES 53 SECONDS EAST ALONG SAID NORTHERLY
DISTANCE OF 103.97 FEET To THE
RADIUSUOFATR333EOOFFEET,RVE
CONCAVE SOUTHEASTERLY AND HAVING
CENTRAL ANGLE OF 47 DEGREES A4CHORD BEARING EANDDDISTANCEGOFT
DISTANCE OF 147.95 FEET AND
NORTH 65 DEGREES 28 MINUTES I�ECOANDSRC OFEAST,
SAID270.41 CURVE AFEET;
THENCE PROCEED EASTERLY ALONG
DISTANCE OF_278.45 FEET�AOFOW'HENCE PROCEEDN SAID CURVE NORTH �16
NORTHERLY JOG IN SAID RIGHT-OF-WAY;
I
DEGREES 42 MINUTES 45 SEN15.82EAST
FEETALONG
TO ASAID
EASTERLYNORTHERLY
JOG IN
RIGHT-OF-WAY A DISTANCE OF
SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 72 DEGREES 50
MINUTES 43 SECONDS EAST ALONG
iESAID
WESTERLYHR G,HTROFHWAYFOFAY A
DISTANCE OF'229.90 FEET TO
STATE ROAD NUMBER 85 (RIGHT-OF
SECONDSIWEST THENCE
SAID PROCEED
SOUTH 17 DEGREES 09 MINUTES
WESTERLY RIGHT-OF-WAY A DISTANCE OF 66.00 FEET TO THE
SOUTHERLY RIGHT-OF-WAY THENCE DEPARTING THE AFORESAID SAIDEWESTERLY RIGHT-
RRY ROAD
(RIGHT-OF-WAY VARIES),
OF -WAY, PROCEED NORTH 72 DEGREES 50 MINUTES 43 SECONDS WEST
ALONG SAID SOUTHERLY RIGHT-OF-WAY
A CURVEDISTANCE OF 128.37 FEET
CONCAVE SOUTHEASTERLY
TO THE POINT OF CURVATURE OF
AND HAVING A RADIUS OF 267.00 FEET, A CENTRAL ANGLE OF 65
DEGREES38 MINUTES 24 SECO�•A TANGENT DI5TANCE OFDISTANCE OF 50UTH 74 DEGREES
FEET, AND A CHORD BEARING
20 MINUTES 05 SECONDS WEST, 289.43 FEET; THENCE PROCEED
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF
305.88 FEET TO THE POINT OF TANGENCY; THENCE PROCEED SOUTH
41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A DISTANCE OF 254.97 FEET TO A SOUTHEASTERLY
JOG IN SAID RIGHT-OF-WAYi TN NSAIDROCEED OUTHERLYSOUTRIGHTDOF WAY A9
MINUTES 07 SECONDS EAST ALO
DISTANCE OF 25.00 FEET TO A SOUTHWESTERLY
OUTH ESTER 30 MINUTES IN SAID RIGHT-
OF-WAY; THENCE PROCEED SOUTH 41
SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF
95.00 FEET TO A NORTHW8SDESREESJOG
29IMISAID
NUTESR07HSECONDSYWEST
THENCE PROCEED NORTH
ALONG SAID SOUTHERLY RIGHTSWRIGHTDOFTWAYE THENCEO0 FEET
PROCEED
TO A SOUTHWESTERLY JOG IN SAID
SOUTH 41 DEGREES 30 MINUTES 53 SECONDS WEST ALONG SAID
SOUTHERLY RIGHT-OF-WAY AURVE�CE OF ONCAVEI95.29 FEET TO THE
NORTHWESTERLY AND
POINT OF CURVATURE OF A C
HAVING A RADIUS OF 333.00 FEET, A CENTRAL ANGLE OF 45
DEGREES 09 MINUTES 21 SECONDS, A TANGENT DSOUTHC640DEGREES6
FEET, AND A CHORD BEARING AND DISTANCE OF
05 MINUTES 33 SECONDS WEST, 255.70 FEET; THENCE PROCEED
SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE A DISTANCE OF 262.44 FEET TO THE
POINT OF TANGENCY; THENCE PROCEED SOUTH 86DEGREES 40 WAY A
MINUTES 14 SECONDS WEST ALONG SAID SOUTH
ERLY DISTANCE OF 1269.28 FEET TO AISOUTHERLY
SE ONDS EASTSAID;
ALONG THENCE
PROCEED SOUTH 03 DEGREES 19 MN
SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 38.00 FEET TO A
WESTERLY JOG IN SAID RIGHT-OF-WAY; THENCE p�J,EONGESAID SOUTHERLY 88
DEGREES 55 MINUTES 51 SECOND
RIGHT-OF-WAY A DISTANCE OFROCEEDFEET
NORTH 03 DEGREES 19J� IN
SAID RIGHT-OF-WAY; THENCE P
MINUTES 46 SECONDS WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY.A
DISTANCE OF 33.00 FEET TO 80MINUTESI4SECONDS
IN DI
WAY; THENCE PROCEED SOUTH6 DEGREES 4
WEST ALONG SAID SOUTHERLY RIGID RIGHT-OF-WAY; -OF-WAY A TANCE OF 132.00
THENCE PROCEED
FEET TO A SOUTHERLY JOG IN SAID
SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID
SOUTHERLY RIGHT-OF-WAY
�AY,OTHENCEOFEET TO A
PROCEED NORTH 89
WESTERLY JOG IN SAID
DEGREES 07 MINUTES 29 EDF68.18 ST ALONG SAID FEET TO A NORTHERLY JOG IN
RIGHT-OF-WAY A DISTANCE
19
SAID RIGHT-OF-WAY; THENCE PROCSADDNSOUTHERLYERIGHT-OF-WAY A
MINUTES 46 SECONDS WEST ALONG
DISTANCE OF 12.00 FEET TO A WESTERLY J0MINUTESSAID
I4ISECONDS
WAY; THENCE PROCEED SOUTH 86 DEGREES 4
WEST ALONG SAID SOUTHERLY RIGHT-OF-WAYCURVEACONCAVECE OF NORTHERLYO
FEET TO A POINT OF CURVATURE 0
AND HAVING A RADIUS OF 1457.84 AETANGENTE_ DISTANCEGOF 002082
DEGREES 04 MINUTES 07 SECONDS,
FEET, AND A CHORD BEARING AND EET
DISTANCE
AFOTHENCE PROCEED
NORTH 89 ES
17 MINUTES 43 SECONDS WEST, 205.13
WESTERLY ALONG THE ARC OF SAID CURVE APROCEEDDISTANCE
NORTH285.30
FEET TO THE POINT OF TANGENCY, THENCE
DEGREES 15 MINUTES 39 SECONDS
25 05TF�NGTHENCESOUTHERLY
NORTH
RIGHT-OF-WAY A DISTANCE OF
00 DEGREES 11 MINUTES 38 SECONDSEAST A DWAY OFEOF RASBERRY5
FEET TO THE AFORESAID NORTHERLYRIGHT OF
ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 85 DEGREES
15 MINUTES 39 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY
A DISTANCE OF 131.41 FEET TO THE POINT OVA URE OF A
7.84 FEET
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS
A CENTRAL ANGLE OF 02 DEGREES 24 MINUTES 55 SECONDS, A
TANGENT DISTANCE OF 29.05 FEET, AND
EgCHORD
07 SBEARING
ECONDS E ND
DISTANCE OF SOUTH 86 DEGREES
58.08 FEET; THENCE PROCEED EASTERLY NORTHERLY NG THE JOG ON SAID
F SAID
CURVE A DISTANCE OF 58.08 FEET
RIGHT-OF-WAY; THENCE PROCEED NORTH 02 DEGREES 199 MINUTES 26
LONG SAID NORTHERLY RIGHT-OF-WAY A
OF
41.00 FEET TO A
SECONDS EAST A EASTERLY JOG IN SAID RIGHT-OF-WAY, SAID
POINT BEING ON A CURVE CONCAVE NORTHERLY AND HAVING
ES 06 A RADIUS
OF 1336.84 FEET, A CENTRAL ANGLE OFO
SECONDS, A TANGENT DISTANCE OF 12.97 FEET,EES AND
OrN'r CHORD
6
BEARING AND DISTANCE OF SOUTH 8
SECONDS EAST, 25.94 FEET; THENCE PROCEED
EASTERLY
POINTALONG
THE
ARC OF SAID CURVE A DISTANCE OF 2
5.94 FEET TO ASAID CURVE AND THE POINT OF BEGINNING; LYING IN AND BEING
PART OF SECTIONS 29 AND 30,
TOWNSHIP-3-NORTH, RANGE-23-WEST,
OKALOOSA COUNTY, FLORIDA AND CONTAINING 248,411 SQUARE FEET
OR 5.703 ACRES, MORE OR LESS.
5.00' UTILITY EASEMENT
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC.
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION 29 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET,
A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A
TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST,
10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND
A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH,
00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 36.00 FEET TO THE POINT OF
BEGINNING, SAID POINT BEING ON A CURVE CONCAVE NORTHERLY AND.t
HAVING A RADIUS OF 1372.84 FEET, A CENTRAL ANGLE OF 04
DEGREES 06 MINUTES 37 SECONDS, A TANGENT DISTANCE OF 49.26
FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 88 DEGREES
43 MINUTES 32 SECONDS EAST, 98.46 FEET; THENCE DEPARTING
SAID NORTHERLY RIGHT-OF-WAY, PROCEED EASTERLY ALONG THE ARC
OF SAID CURVE A DISTANCE OF 98.48 FEET TO THE POINT OF
TANGENCY; THENCE PROCEED NORTH 86 DEGREES 40 MINUTES 14
SECONDS EAST A DISTANCE OF 72.10 FEET; THENCE PROCEED SOUTH
03 DEGREES 19 MINUTES 46 SECONDS EAST A DISTANCE OF 5.00
FEET TO THE AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBERRY
ROAD (RIGHT-OF-WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES
40 MINUTES 14 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY
A DISTANCE OF 72.10 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET,
A CENTRAL ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A
TANGENT DISTANCE OF 49.44 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 88 DEGREES 43 MINUTES 32 SECONDS WEST,
98.82 FEET; THENCE PROCEED WESTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 98.84 FEET TO A POINT ON SAID CURVE AND
A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED NORTH
00 DEGREES 46 MINUTES 15 SECONDS EAST ALONG SAID NORTHERLY
RIGHT-OF-WAY A DISTANCE OF 5.00 FEET TO THE POINT OF
BEGINNING; LYING IN AND BEING PART OF SECTION 29, TOWNSHIP-
3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA AND
CONTAINING 854 SQUARE FEET OR 0.020 ACRES, MORE OR LESS.
7.00' UTILITY EASEMENT
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC.
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET,
A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 52 SECONDS, A
TANGENT DISTANCE OF 5.03 FEET AND A CHORD BEARING AND
DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST,
10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND
A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; AL
ONG EPROCEED SOUTH
SAID NORTHERLY I.
00 DEGREES 46 MINUTES 51 SECONDS WEST
RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN
SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL
ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A TANGENT
DISTANCE OF 49.44 FEET AND A CHORD BEARING AND DISTANCE OF
NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET;
THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE
PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A
SOUTHERLY JOG IN SAID RIGHT-OF-WAY AND THE POINT OF
BEGINNING; THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY,
CONTINUE NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST A
DISTANCE OF 900.00 FEET; THENCE PROCEED SOUTH 03 DEGREES 19
MINUTES 46 SECONDS EAST A DISTANCE OF 7.00 FEET TO THE
AFORESAID NORTHERLY RIGHT-OF-WAY OF RASBEROAD
(RIGHT-NUTES OF -
WAY VARIES); THENCE PROCEED SOUTH 86 DEGREES
40 SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
900.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED NORTH 03 DEGREES 19 MINUTES 46 SECONDS WEST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 7.00 FEET TO THE
POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29,
TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA COUNTY, FLORIDA
AND CONTAINING 6,300 SQUARE FEET OR 0.145 ACRES, MORE OR
LESS.
15.00' DRAINAGE EASEMENT
DESCRIPTION AS PREPARED BY BASKERVILLE-DONOVAN, INC.
COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP-3-NORTH, RANGE-23-WEST, OKALOOSA
COUNTY, FLORIDA; THENCE PROCEED SOUTH 03 DEGREES 09 MINUTES
40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 29 A
DISTANCE OF 1324.53 FEET TO THE NORTHERLY RIGHT-OF-WAY OF
RASBERRY ROAD (RIGHT-OF-WAY VARIES), SAID POINT BEING ON A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1336.84 FEET,
A CENTRAL ANGLE OF 00 DEGREES 25 MINUTES 522 SSEECNNDSA, A
TANGENT DISTANCE OF 5.03 FEET AND A CHORD
DISTANCE OF SOUTH 89 DEGREES 00 MINUTES 13 SECONDS EAST,
10.06 FEET; THENCE PROCEED EASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 10.06 FEET TO A POINT ON SAID CURVE AND
A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCEPROCEED SOUTH
NORTHERLY
00 DEGREES 46 MINUTES 51 SECONDS WEST ALONG SAID
RIGHT-OF-WAY A DISTANCE OF 41.00 FEET TO A EASTERLY JOG IN
SAID RIGHT-OF-WAY, SAID POINT BEING ON A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 1377.84 FEET, A CENTRAL
ANGLE OF 04 DEGREES 06 MINUTES 37 SECONDS, A T DISTANCE OF
DISTANCE OF 49.44 FEET AND A CHORD BEAR
NORTH 88 DEGREES 43 MINUTES 32 SECONDS EAST, 98.82 FEET;
THENCE PROCEED EASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF 98.84 FEET TO THE POINT OF TANGENCY; THENCE
PROCEED NORTH 86 DEGREES 40 MINUTES 14 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 172.10 FEET TO A
SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE PROCEED SOUTH 03
DEGREES 19 MINUTES 46 SECONDS EAST ALONG SAID SOUTHERLY
RIGHT-OF-WAY A'DISTANCE OF 7.00 FEET TO 86EASTERLY DEGREES 40G IN
SAID RIGHT-OF-WAY; THENCE PROCEED
MINUTES 14 SECONDS EAST ALONG SAID NORTHERLY RIGHT-OF-WAY A
DISTANCE OF 1285.00 FEET TO A NORTHERLY JOG IN SAID RIGHT-
OF-WAY; THENCE PROCEED NORTH 03 DEGREES 19 MINUTES 46
SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
82.39 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID
NORTHERLY RIGHT-OF-WAY, PROCEED NORTH 48 DEGREES 19 MINUTES
46 SECONDS WEST A DISTANCE OF 87.50 FEET; THENCE PROCEED
NORTH 41 DEGREES 40 MINUTES 14 SECONDS EAST A DISTANCE OF
15.00 FEET; THENCE PROCEED SOUTH 48 DEGREES 19 MINUTES 46
SECONDS EAST A DISTANCE OF 87.50 FEET TO THE AFORESAID
NORTHERLY RIGHT-OF-WAY OF RASBERRY ROAD (RIGHT-OF-WAY
VARIES); THENCE PROCEED SOUTH 86 DEGREES 40 MINUTES 14
SECONDS WEST ALONG SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF
10.61 FEET TO A SOUTHERLY JOG IN SAID RIGHT-OF-WAY; THENCE
PROCEED SOUTH 03 DEGREES 19 MINUTES 46 SECONDS EAST ALONG
SAID NORTHERLY RIGHT-OF-WAY A DISTANCE OF 10.61 FEET TO THE
POINT OF BEGINNING; LYING IN AND BEING PART OF SECTION 29,
TOWNSHIP-3-NORTH, RANGE-23-WEST, ORALOOSA COUNTY, FLORIDA
AND CONTAINING 1256 SQUARE FEET OR 0.029 ACRES, MORE OR
LESS.