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CERTIFICATE OF SURVEYING ACCURACY
I, Joe D. White, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
material are correctly sh wn.
Date of Execu n e D. White
Registered Land Surveyor
No. 534, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Timothy E. Daters, hereby certify that this
plat correctly represents a plan made by me,
and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations
have been complied with.
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate shown and described herein, do hereby
certify that we have laid off, platted, and
subdivided, and do hereby lay off, plat, and
subdivide said real estate in accordance with
this plat. J� /;/CF,-7rrrJ07JrnEr4r6-
Date of Execution
D. R. F7! Page :Z33
Instrument No.
#7 c/5t/7o1'C'Ut� B;Yd
L///,/e A'cr..L-, 9rk. lZZ!/
Address
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is hereby accepted. This certificate is
hereby executed under the authorlty,of said
Rules and Regulations.
Date of Execution Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record 19 in Plat Rook_
Page
pall, ui uecLion 35, T 2-N, R-144, Pulask; County, Arkansas, i�iore
particularly described as. Starting at the center of Section 36, -:-
N, R 14-W; thence S0'45'34"W along the North -South centerline of said
Section 36, 1021.60 ft. to a point; thence Northwesterly along the arc of a
2864.79 ft. radius curve to the left, having a chord bearing and distance
ofM c'55'54% , 873.62 ft. to a point; thence N31°42'04"W, 1565.59 ft. to .a
point; thence S58.00'56"W, 333.G3 ft. to a point, thence Southwesterly
along the arc of a 1432.39 ft. radius curve to the left, having a chord
bearing and distance of S3i°.'7'10"W, 1236.23 ft. to a point; thence
S6'63'1d"W, 389.69 ft. to a point; thence Southerly along the arc of a
2864.79 ft. radius curve to the right, having a chord bearing and distance
of S1°06"42"W, 576.67 ft. to a point; thence N86046'15"W, 280%25 ft: to a
point; thence Northwesterly along the arc of a 572.96 ft. radius curve to
the right, having a chord bearing and distance of N73'00'38"W, 272.57 ft.
to a point; thence 459'15'W, 198:-41 ft. to a point; thence Northwesterly
along the arc of a 572.96 ft. radius curve to the left, having a chord
bearinq and .d szan of N71°=U,, 236.64_fS.,-_Lo..-a point; the"* X824591W,
[ ii.65 rt. ,u d point; thence I,urtnwesterly Tong Lhe arc of a 572.36 ft.
radius curve to the right, having a chord bearing and distance of
S57056'36"W, 485.01 ft. to a point; thence N32.54'12"W, 286.18 ft. to o
point; thence N57.05'48"E, 30.0 ft. a point on the Easterly right-of-way
line of Champagnolle Drive; thence N32.54'12"W along said Easterly right-
of-way line, 5.98 ft. to the point of beginning; thence N32`54'12% and
continuing along said Easterly right-of-way line, 153.85 ft. to a point;
thence Northwesterly and continuing along said Easterly right-of-way line
being the arc of d 964.93 ft. radius curve to the left, having a chord
bearing and distance of of N50°40' 14"W, 601.09 ft. to a point; thence
N68'26'14"6 and continuing along said Easterly right-of-way line, 640.84
ft. to a point; thence Northwesterly and continuing along said Ee.steriy
right-of-way line, being the arc of a 379.26 ft. radius curve to the
right, having a chord bearing and distance of N23058'54"W, 531.23 ft. to a
point; thence N20.28'27"E and continuing along said Easterly right-of-wa;
line, 179.11 ft. to a point; thence Northeasterly along the arc of a 25 ft.
radius curve to the right, having a chord bearing and distance of
N65'27'48"E, 35.35 ft. to a point on the Southerly right-of-way line of
Chenal Valley Drive; thence Easterly along said Southerly right-of-way
line, being the arc of a 746.20 ft. radius curve to the left, having a
chord bearing and distance of N82.22'03"E, 697.38 ft. to a point; thence
tv54057155"E, and continuing along said Southerly right-of-way line, 32.27
ft. to a point; thence S35621'40"E, 912.46 ft. to a point; thence
S71°41114"E, 813.34 ft. to a point; thence S40°50'56"W, 390.0 ft. to a
point; thence 565.11'04"W, 547.70 ft. to the point of beginning, containing
32.3234 Acres more or less.
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CHEMAL VALLEy
T 'Mr-- LITT
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0 WHITE-OATERS & ASSOCIATES, INC.
a CIVIL ENGINEERING, LAND PLANNING & OEVELOPMENT, SURVEYING
401 Victory Street - Little Rock, Arkansas 722G1
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