HomeMy WebLinkAbout1968 THENCE N. 04' 13' 20"W. 1~?LONG THE F.~1ST LINE OF SAID SECTION 30
DISTANCE OF 258.80 FEET TO THE INTERSECTION OF l~?FORESAID
SOUTHEASTERLY RIGHT~OF-WAY LINE OF THE FIARIDA EAST COAST RAILROAD;
THENCE ~IANG SAID R2GNT-OF-WAY LINE N.44'46'Ol"E. A DISTANCE OF
5069.40 FEET TO ~ POINT OF INTERSECTION WITH THE SOUTHWESTERN
RIGHT-OF-WAY LINE OF SOUTH FIARIDA WATER MANAGEMENT GI~[AL C-24 AS
SHOWN ON THE RIGHT-OF-WAY MAP FOR CANAL C-24, CHECKED DATED
11/25/58 IWD REVISED 2/23/59; THENCE S.43'OS'38"e. ~LONG SAID
RIGHT-OF-WAY LINE 1~? DISTANCE OF 12,620.36 FEET TO THE SOUTH LINE
OF SECTION 34, TOWNSHIP 36 SOUTH, RANGE 39 EAST; THENCE
5.89'59'07"W. ALONG SAID SECTION LINE A DISTANCE OF 1753.27 FEET
TO THE SECTION CORNER COI~SON TO SECTIONS 33 ~IJD 34, TOWNSHIP 36
SOUTH, RANGE 39 EAST l~?ND SECTIONS 3 1WD 4, TOWNSHIP 37 SOUTH, RANGE
39 EAST; THENCE S.00'35'12"W. ALONG THE WEST LINE OF SAID SECTION
3 A DISTANCE OF 2833.04 FEET TO THE WEST QUARTER (1/4) SECTION
CORNER OF SAID SECTION 3, THENCE S.00'36'27"W. A DISTANCE OF
2651.97 FEET TO THE SOUTHWEST CORNER OF SAZD SECTION 3; THENCE
N.89'54'10"E. ~LONG THE SOUTH LINE OF SAID SECTION 3 A DISTANCE OF
1793.84 FEET TO THE WEST RIGHT-OF-WAY LINE OF STATE ROAD 9(I-95)
AS SHOWN ON RIGHT-OF-WAY MAP, SECTION 94001-2412 DATED 6/2/77 WITH
LAST REVISION OF 9/11/79 (SHOWAI ON SHEET 8 OF 14 SHEETS); THENCE
SOUTHERLY AIANG SAID WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD 9( I-
~ 95) THE FOLLOWING COURSES AND DISTANCES:
THE LAST POINT DESCRIBED BEING A POINT IN A NON TANGENT CURVE
CONCAVE TO THE EAST, HAVING A RADZUS OF 5983.58 FEET AND A CHORD
BEARING OF S.06'56'28"E. THENCE SOUTHERLY ALONG THE ARC OF SAID
CURVE A DZSTANCE OF 2474.52 FEET THROUGH A CENTRAL ANGLE OF
23'41'41" TO A POINT OF TANGENCY: THENCE S.18'47'19"E. A DISTANCE
OF 714.03 FEET; THENCE S.14'47'19"E. A DISTANCE OF 510.88 FEET;
' THENCE S.7'32'07"E. A DISTANCE OF 374.3? FEET; THENCE S.06'58'16"W.
~ A DZSTANCE OF 373.49 FEET; THENCE 5.15'33'28"W. A DISTANCE OF
F 491.49 FEET; THENCE S.34'39'S0"W. A DISTANCE OF 207.78 FEET; THENCE
S.70`02'S0"W. A DISTANCE OF 289.50 FEET; THENCE S.OQ'Ol'45"W. A
~
DISTANCE tJF 64.09 FEET; THENCE S.82'24'S3"W. A DISTANCE OF 317.55
~ FEET; THENCE N. 89'58'15"W. A DISTANCE OF 635.24 FEET; THENCE
; S.00'Ol'45"W. A DISTANCE OF 200.00 FEET; THENCE S.89'S8'15"E. A
' DISTANCE OF 562.61 FEET: THENCE S.81'56'34"E. J~i DISTANCE OF 518.84
; FEET; THENCE S.69'58'48"E. A DISTANCE OF 281.95 FEET; THENCE
` S.52'20'12"E. A DISTANCE OF 912.96 FEET; THENCE 5.43'16'30"E. A
~ DZSTANCE OF 595.06 FEET; THENCE S.27'42'S3"E. A DISTANCE OF 595.06
~ FEET; THENCE S.19'56'04"E. A DISTANCE OF 1199.30 FEET; THENCE
~ S.18'47'19"E. A DISTANCE OF 2565.89 FEET TO A POINT OF CURVATURE
~ OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 24729.33
~ FEET AND A CHORD BEARING OF S.21'OS'26"E.; THENCE SOUTHEASTERLY
~ RLONG THE ARC OF SAID CURVE A DISTANCE OF 1987.17 FEET THROUGH A
` CEN't'RAL ANGLE OF 04' 36' 15" ; THENCE S. 65' 16' 3 3"E . NON TANGENT TO THE
~ PREVIOUS CURVE, A DISTANCE OF 59.98 FEET; THENCE S.23'30'12"E. A
~ DISTANCE OF 5.99 FEET; THENCE S.10'06'31"W. A DISTANCE OF 72.11
` FEET TO A POINT IN A NON TANGENT CURVE CONCAVE TO THE NORTHEAST
~ HAVING A RADIUS OF 24729.33 FEET AND HAVING A CHORD BEARING OF
S.28'54'45"E.; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A
DISTANCE OF 4543.31 FEET THROUGH A CENTRAL ANGLE OF 10'31'35" TO
A POIJ~T QF TANGENCY; THENCE S.34'10'33"E. A DISTANCE OF 1712.58
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