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NORTHEASTERLY RIGHT-OF-WAY LINE OF U. S. HIGHWAY 98 ( EXISTING WIDTH
VARIES); THENCE N02" 19' 39" e ALONG SAID EAST RIGHT-OF- WAY LINE OF PERRY
AVENUE 9.91 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N02" 19' 39" E
14. 22 FEET; THENCE DEPARTING SAID EAST RIGHT-OF- WAY LINE, RUN
SOUTHEASTERLY AlONG A CURVE CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 78.00 FEET THROUGH A CENTRAL ANGLE OF 31" 16' 39" AN ARC
DISTANCE 42.58 FEET ( CHORD = 42. 0S; CHORD BEARING = S54" 23' 44" E) TO A
POINT OF REVERSE CURVE' HAVING A RADIUS OF 2438. 18 FEET; THENCE
SOUTHEASTERLY AlONG SAID CURVE THROUGH A C ENTRAL ANGLE OF 01" 54' 51"
AN ARC DISTANCE OF 81.46 FEET ( CHORD = 81. 45; CHORD BEARING =
S68" SS'40" E): THENCE DEPARTING SAID CURVE, RUN N21" 41' 37" E 20.03 FEET;
THENCE S6S" 18' 23"E20. 00 FEET; THENCE S21" 41' 37' W 20.00 FEETTO A POINT ON
THE AFORESAID CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS
OF 2438. 18 FEET; THENCE SOUTHEASTERLY AlONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 01 " 19'3S" AN ARC DI5TANCE OF 56.44 FEET (CHORD = 56.44';
CHORD BEARING = SSS" 57'48"E) TO A POINT; THENCE DEPARTING SAID CURVE,
RUN S6S" 41' 2S" E71. 37 FEET; THENCE 552" 11' 33" E40. 11 FEET TO A POINT ON THE
NORTHEASTERL YRlGHTOF- - WAY LINE OF U. S. HIGHWAY96 (RIWWIDTH VARIES);
THENCE N6S" 47' 15'W 55.00 FEET TO A POINT ON A CURVE CONCAVE TO THE
SOUTHWEST AND HAVING A RADIUS OF 2426. 18 FEET; THENCE NORTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03 "44' 00" AN ARC DISTANCE
OF 158. 22 FEET ( CHORD = 158. 19'; CHORD BEARING = N6S" 10' OS' W) TO A POINT
ON A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 8a. 00 FEET;
THENCE NORTHWESTERLY AlONG SAID CURVE THROUGH A CENTRAL ANGLE OF
24" 16' 56" AN ARC DISTANCE OF 37.29 FEET (CHORD = 37. 02'; CHORD BEARING =
N57" S3' 36' W)TO THE POINT OF BEGINNING. CONTAINING 0.07 ACRES, MORE OR
LESS. .
REVlSEO 3/ 20/ 2000; LEGAL DESCRIPTION TO MATCH CHANGES ON SKETCH.
GUSTIN, COTHERN & TUCKER, INC.
LAND SURVEYING / CIVIL ENGINEERING
850) 678 - 5141
121 HART STREET NICEVlLLE. FL . 32578
I H['[ 8'( n
~ N THE SUIMY HOIEON M[ ETS
00CRII't10N:
THE WINMAI TECHNICAL STANOAAOS $ ET
PARCEL 2 FM1H 8Y THE F\.
SUIM:'fORS. I'
UItSUANT
ORIOA SOMO OF \ NfO
TO stC110M 472.027
. .STATUtU, CIW'TER
noRIOt 17- 1.
1<.
SEE SHEET 2 OF 2 fOR
LEGAL SKETCH
NOT V1W tJNiEss -:
OKALOOSA BEN E. COTHE'AN , JR.. R.LS. IItMIN .:'
SCIUO\"
COUNTY. F\.
ORQ\
MTBOOK N/ A PIGE N/ A QB..
W. M'rtRS, R.LS.NO.4560
tHOtN&
see. 1.'--
-- WH. 2 S RGE. 24 W
EAST RIW PERRY AVE. O\~OAAWN 2/ 28/ 2000
REFERENCE
SURVEY FOR PARAOISE CROUP TYPe ~ lEGAl / SK" T~
t\TEOF~ NOT It. SURVEY eO.c. T..N:. FEB. 2000 L.B. # 3501
17% P. es
Mar- 22- 00 04: 47P
LEGAL DESCRIPTION: PARADISE GROUP TO CITY OF' FORT WALTON BEACH
SIDEWALK EASEMENT)
A PARCEl OF LAND IN SECl10N 13 & 2-4. TO'M-
4SHrp 2 SOUTH, RANCE 24 WEST,
OKAlOOSA COUNTY. FLORIDA BEING MORE PARTICULARLY DESCRIBED AS
fOLLO'NS:
BEGINNING AT A CAPPED IRON ROD ( 12355) MARKING THE INTERSECTION OF
THE EAST RIGHT- OF- WAY LINE OF PERRY AVENUE ( EXISTING 100'
R/W) AND
THE SOUTH RIGHT- Of- WAY UNE OF FIRST STREET ( EXISTING 50'
R/W)
THENCE N89"4S' 21" E ALONG THE SOUTH RIGHT- OF- WAY UNE OF FIRST
STREET 374. 18 FEET; THENCE DEPART1NG SAID SOUTH RIGHT- Of- WAY UNE.
RUN SOO" 4" 4''' W 6. 64 FEET: ' THENCE SB9" 40' 35" W 209. 23 FEET;
11-fENCE N87' 4.()'
21" W 78. 98 FEET TO THE POINT OF CURVATlJRE OF A
CURVE CONCAVE TO THE SOUTHEAST AND HA\ING A RADIUS OF 61. 00 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 22"45'J4" AN ARC DISTANCE Of 24. 23 FEET ( CHORD - 2....
07.. CHORD
BEARING = S80' S6' 52" W) TO A POINT: ' THENCE DEPARTING SAID CURVE.
RUN S89' 40' 35" W 57. 86 FEET: THENCE S03"07' JS" W 330. 09 FEET TO A
POINT ON THE EXISTING EAST RIGHT- OF- WAY UNf: OF PERRY AVENUE;
THENCE N02' 9' J9. E ALONG SAID RIGHT- OF- WAY LINE 336. 99 FEET TO THE
POI.NT OF BEGINNING. CONTAINING 0.07 ACRES, MORE OR LESS.
i
r
GUSTIN. COTHERN & TUCKER, INC.
LAND SURVEYING / CIVIL ENGINEERING
850) 678 - 5141 NICEVlLLE, FL 32578
21 HART STREET
I HE/tUf CElliin' IIi&:
' SUIt'Itr H(/
I[ OH t.
ltOS
LEGJL DeSCRIP'OON:
ntE 1011/411.1\1.. TECHNICAL. STANOAAOS SET
F' OIITK BY THt flORU)4 SOARD Of: lAND
PARCEL 4 SUIMl'OltS. PVItSUNfI' TO StcnoM 472. 027
SEE SHEET 2 OF 2 FOR n.~ STATUTtS. CIW'TtA IGI7-'.
LEGAL SKETCH
NOT!oIXJI)IN.ESS..
ft"....~~
Eo COlHERN ..It,R.L . No. 324 AN :....
OKAlOOSA COUMV, ID\
Fl.Of! BeN
N/ A N/ A QR. s&
L~'
PlNBOOK PN3E
SEe. t 3 & 24 'NIP. 2 S RGE. 24 W tHOtN\S W. MYERS. R. LS.NO.4560
BE:AANGREFE. R9a EAST RIW PERRY AVE. O\ tE DAA~. 2/ 28/ 2000
SURWY FOR PARADISE GROUP SUIl"v' tiCAL/ SKETCH
M'E EY
1E Of ~
D'. NOT A SURVEY oG.c.r..NC. FF'R 2000 L.B. 63501
22- 2000 17: 132 96% P. 09
Mar- ZZ- oo 04: 47P
N89' 4S' 21" E 374. 18'
57.86'
78. 98.
1....
NB7.. 0. 2'. W 209. 23'
S89' 40' 35" W S89' 40' 35" W
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W'"' CENTRAL ANGLE II:
22: 45' 34"
11../ ARC LENGTH - 24 23' 10
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CHORD .. 24' 07' tD
CHORD BEARING ..
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