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I herby certify that I have surveyed a tract of land located in
Sections 23 and 26, T -2-N, R -14-W, Pulaski County, Arkansas, snore
particularly desribed as: Starting at the center of Section 36, T -2-
N, R -14-W; thence SO°45'34"W along the North-South centerline of said
Section 36, 1021.6 ft. to a point on the centerline of Chenal Parkway;
thence Northwesterly along said centerline, being the arc of a 2864.79
ft. radius curve to the left, having a chord bearing and distance of
N22'55'54"W, 873.62 ft. to a point; thence N31°42'05"W and continuing
along said centerline, 2164.01 ft. to a point; thence Northwesterly
and continuing along said centerline, being the arc of a 5729.58 ft.
radius curve to the right, having a chord bearing and distance of
N26°52'34"W, 964.00 ft. to point; thence N22°03'W and continuing along
said centerline 1424.40 ft, to a point; thence Northwesterly and
continuing along said centerline, being the arc of a 2864.79 ft.
radius curve to the left, having a chord bearing and distance of
N46029'05"W, 2370.08 ft. to a point; thence N70055'12"W and continuing
along said centerline, 595.81 ft, to a point; thence Westerly and
Northerly along said centerline, being the arc of a 1432.39 ft. radius
curve to the right, having a chord bearing and distance of
N31°08'49"14, 1832.74 ft, to a point; thence N08°37'34"E and continuing
along said centerline, 580.23 ft. to a point; thence S81022'26"E,
100.00 ft. to a point on the Easterly right-of-way line of Chenal
Parkway and the point of beginning of the tract of land herein
described: thence Northeasterly along said right-of-way line, beim_;
the arc of a 2764.79 ft. radius curve to the right, having a chord
bearing and distance of N09007'07"E,47.55 ft. to a point; thence
S80°23'19"E and continuing along said right-of-way line, 20.0 ft. Loa
point; thence Northeasterly and continuing along said right-of-way
line, being the arc of a 2744.79 ft. radius curve to the right, having
a chord bearing and distance of N11°55'111"E, 221.21 ft. to a point;
thence N89°08'46"E, 67.31 ft. to a point; thence Northeasterly alony
the arc of a 999.93 ft radius curve to the left, having a chord
bearing and distance of 1£38008'33"E, 416.00 ft. to a point; thence
N16°08'11"E, 130.41 ft. Loa point; thence Northeasterly along the arc
of a 909.93 ft. radius curve to the right, having a chord bearing and
distance of N79°21'49"E, 102.45 ft. to a point; thence Southeasterly
along the arc of a 25 ft. radius curve to the right, having a chord
bearing and distance of S56017'01"E, 32.89 ft. to a point; thence
515°09'28"E, 20.66 ft. to a point; thence Southeasterly along the arc
of a 602.96•ft. radius curve to the left, having a chord bearing and
distance of S20°23'27"E, 109.99 ft. to a point; thence S25037'26"E.
112.50 ft. to a point; thence Southeasterly along the arc of a 542.96
ft. radius curve to the right, having a chord bearing and distance of
S22°37'26"E, 56.83 ft. to a point; thence 550°27'10"W, 644.63 ft. to a
point; thence N81°22'26"W, 480.14 ft. to a point on the Easterly
right-of-way line of Chenal Parkway; thence N08°37'34"E along said
right-of-way line, 312.45 ftto the point of beginninn. containinq
10.800 acres more or,less. Ccrn@rs were set as shown.PfoDert LL ea Arc
Located In Acoordonce With Established Property Lines, Improvements Are U'0'Yedks Shown.
There Are No Apparent Encroachments Except As Shown.
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WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING
401 Victory Street Little Rock, Arkansas 72201
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WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING
401 Victory Street Little Rock, Arkansas 72201
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