EASTERN PROJECT DEVELOPERS INCORPORATED (2)
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E A S E MEN T
O,R. 5282 PAGE 1 ~ 5 0
FOR AND IN CONSIDERATION of the sum of One Dollar ($1.00) cash in
hand paid to it, the receipt of which is hereby acknowledged, and the benefits
to be derived therefrom, EASTERN PROJECT DEVELOPERS, INC., a Florida corporation,
does hereby grant and convey to the CITY OF CLEARWATER, FLORIDA, a municipal
corporation, the following described easements:
See Exhibit A
Pd $ %/.....1
Documentary Tax ' . . . ...' ...~.
. lr.tJPgible Tax pd.
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..: ....'.~.. 'll' \." .'erk F'incllas County
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".."...,/9-0...... ./1,_/ De[Juty Clerk
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IN WITNESS WEHREOF, the party hereto has caused these presents to be
duly executed by its proper officers thereunto authorized and its seal to be
hereunto affixed, this 6 day of October, A.D., 1981.
Signed, sealed and delivered EASTERN ~ROJECT DEVELOPE,~IN
in the presence of: /.:::). /
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O.R. 5 2 8~' PA6E 1452
STATE OF FLORIDA )
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COUNTY OF DUVAL )
Before me, the undersigned authority, this day personally appeared
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O.R. 5 28 2 PAGE 1 ~ 51
LEGAL DESCRIPTION (EASEMt~NT FOR RIGHT-OF-WAY) .
TURNKEY PROPERTY - EXHIBIT A
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A RIGHT-OF-WAY EASEMENT OVER A STRIP OF LAND 50.00 FEET WIDE,
THE CENTER LINE OF WHICH IS DESCRIBED AS FOLLOWS, BEING IN
THE SOUTHEAST 1/4 OF SECfION 3, TOWNSHIP 29 SOUTH, RANGE
15 EAST, PINELLAS COUNTY, FLORIDA:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 3; THENCE
NORTH 00008'18" WEST, ALONG THE EAST BOUNDARY LINE OF SAID
SECTION 3, FOR 858.00 FEET; THENCE NORTH 89~36'07" WEST,
FOR 1,362.75 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY
LINE OF BETTY LANE, SAID RIGHT-OF-WAY BEING 60.00 FEET
WIDE; THENCE NORTH 00007'27" WEST, ALONG SAID RIGHT-OF-WAY
LINE, FOR 1,166.90 FEET TO THE POINT OF BEGINNING; THENCE
NORTH 89012'39" WEST, FOR 394.63 FEET TO THE POINT OF CURVA-
TURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY
111.86 FEET ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF
72.00 FEET, A CENTRAL ANGLE OF 89000' 55" AND A CHORD AND
CHORD BEARING OF 100.94 FEET, NORTH 44042'11" WEST TO THE
POINT OF TANGENCY; THENCE NORTH 00011'44" WEST, FOR 132.34
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE
SOUTHEAST; THENCE NORTHEASTERLY 112.23 FEET ALONG THE ARC
OF SAID CURVE HAVING A RADIUS OF 72.00 FEET A CENTRAL ANGLE
OF 89018'30" AND A CHORD AND CHORD BEARING OF 101.21 FEET,
NORTH 44027'31" EAST TO THE POINT OF REVERSE CURVATURE OF
A CURVE CONCAVE TO THE NORTHWEST; THENCE NORTHEASTERLY
220.91 FEET ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF
385.00 FEET, A CENTRAL ANGLE OF 32052' 34" AND A CHORD AND
CHORD BEARING OF 217.89 FEET, NORTH 72040'29" EAST TO THE
POINT OF REVERSE CURVATURE OF A CURVE CONCAVE TO THE SOUTH-
EAST; THENCE NORTHEASTERLY 135.04 FEET ALONG THE ARC OF
SAID CURVE HAVING A RADIUS OF 230,00 FEET, A CENTRAL ANGLE
OF 33038'21" AND A CHORD AND CHORD BEARING OF 133.11 FEET,
NORTH 73003'22" EAST, TO THE POINT OF TANGENCY THENCE NORTH
89052'33" EAST, 59.00 FEET TO THE POINT OF TERMINATION.
SAID POINT BEING ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID
BETTY LANE.
All State Land Surveyors, Inc.
October 14, 1981
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N OOoIJ'44"W
132, 4'
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NOTE: This Is Not A Survey
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O.R. 5 282 PAGE 1 ~ 5 3
SUNSET
POINT ROAD
N 89052'33" E
59.00'
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