AFFIDAVIT ON BEHALF OF U. S. HOME CORPORATION
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EXHIBIT 1
AFFIDAVIT ON BEHALF OF
U. S. HOME CORPORATION
STATE OF FLORIDA
ss. :
COUNTY OF PINELLAS
BEFORE ME, the undersigned authority, personally appeared
LEONARD SELIGMAN, who first by me duly sworn, deposes and says
that he is authorized to make this affidavit for and on behalf
of U.S. Home Corporation, and that this affidavit is submitted
in support of an application of U.S. Home Corporation to the
Division of State Planning for a determination that the South
Addition to the Countryside development located in the City of
Clearwater, Pinellas County, Florida, will not be a development
of regional impact.
In support thereof, affiant affirms that in the Country-
side South Addition and in portions of tracts 45 and 48 declared
divested by the Division of State Planning, and more particularly
described in the attached legal description, U.s. Home Corpora-
tion will not develop in excess of the development thresholds
provided in Rules 22F-2.07, Office Parks, and 22F-2.12, Shopping
Centers, F.A.C., as adopted July 1, 1973.
U.S. Home Corporation further affirms that if it appears
that U.S. Home Corporation will develop in excess of such DRI
thresholds within Countryside South Addition, it will comply
with the requirements of Section
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LEGAL DESCRIPTION
A tract of land lying in Sections 30,31 and 32, Township 28 South, Range 16
East, Pinellas County, Florida and being more particularly described as follows:
COMMENCE at the N W Corner of said Section 32; thence N 890 40'46~ E, along
the north line of said Section 32, for 33.00 feet; thence S 0000129~ E, along the
westerly line of a 175.00 feet wide Florida Power Corporation Right-of-l1ay, for
480.56 feet to the POINT OF BEGINNING; thence continue S 90 00'29" E, along said
line, for 464.32 feet; thence S 630 171 28" W, along the northerly line of said
Right-of-Way, for 879.92 feet; thenceN 890 591 50" W, along the south line of the
N 1/2 of the N E 1/4 of the N E 1/4 of said Section 31, for 520.00 feet; thence
N 00 00' 10" E for 310.00 feet; thence N 890 59' 50" W for 515.58 feet to a point
of curvature of a curve that is concave to the northeast; thence 749.98 feet along
the arc of said curve having a radius of 545.85 feet, a chord of 692.36 feet and a
chord bearing of N 500 381 10~ W to a point of tangency; thence N 110 161 3011\<1
for 311.06 feet; thence S 590 311 38,r W for 42.36 feet; thence N 11 0 161 3011 W for
25.09 feet to a point of curvature of a curve that is concave to the southwest;
thence 257.56 feet along the arc of said curve having a radius of 593.45 feet, a
chord of 255.54 feet and a chord bearing of N 230 421 29" W to a point of tangency;
thence N 360 08' 28~ \1 for 48.62 feet; thence S 890 47' or W for 156.84 feet;
thence N 490 071 42~ W for 292.70 feet; thence N 530 51 I 3211 E, along the southerly
right-of-way line of Countryside Boulevard, for 383.02 feet; thence leaving said
line S 360 08' 28" E for 302.82 feet; thence N 530 51 I 32" E for 57.01 feet;
thence N 700 391 23" E for 158.97 feet; thence N 530 51 I 32 E for 325.00 feet;
thence S 420 531 54" E, along the westerly right-of-way line of U. S. HIghway No. 19,
for 609.59 feet; thence N 890 471 07" E along the south line of said Section 30,
for 680.17 feet; thence-N 42053' 54" W for 1216,.20 feet; thence N 27037' 10" W
for 136.04 feet to a point on the arc of a curve that is concave to the southeast;
thence 478.61 feet along the arc of said curve and the southerly right-of-way line
of Countryside Boulevard having a radius of 990.00 feet, a chord of 473.96 feet and
a chord bearing of N 760 131 48" E to a point of tangency; thence S 890551 1311 E
for 397.52 feet to a point of curvature of a curve that is concave to the northwest;
thence 243.39 feet along the arc of said curve and said right-of-way line having a
radius of 1110.00 feet, a chofd of 242.90 feet and a chord bearing of N 830 471 53'1 E
to point on the arc of a curve that is concave to the northeast; thence 222.12 feet alon~
the arc of said curve having a radius of 970.00 feet, a chord of 221.63 feet and
a chord beari ng of S 170 19' 20" E to a poi nt of reverse curvature with a curve
that is concave to the southwest; thence 241.75 feet along the arc of said curve
having a radius of 580.00 feet, a chord of 240.00 feet and a chord bearing of
S 110 561 30" E to a point of tangency; thence S 00 001 0411 E for 335.00 feet to
a point of curvature of a curve that is concave to the northeast; thence 663.25 feet
along the arc of said curve having a radius of 1100.00 feet, a chord of 653.24
feet and a chord bearing of S 170 16' 27" E to a point of reverse curvature with
a curve that is concave to the southwest; thence 212.60 feet along the arc of said
turve having a radius of 1100.00 feet, a chord of 212.27 feet and a chord bearing
of S 290 00' 39" E to a point of tangency; thence S 230 281 26" E for 130.00 feet
to a point on the arc of a curve that is concave to the southeast; thence 267.97
feet along the arc of said curve having a radius of 1424.65 feet, a chord of
267.58 feet and a chord bearing of N 710 541 53" E to the POINT OF BEGINNING.