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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 shown.
�✓ 0
Date of Execu iot n' . White
R gistered 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.
Dat47 of Ex cutioti 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.
+)ate of Execution
G,A�!eT2.al Ar 7scis
D.R. Page
Address
Instrument No. 8 8 •36 5 3 ,'S
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 authority,of said
Rules and Regulations.
Date of Execution Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for
record 19 in Plat Book
Page
Legal Description
Part of the SE 1/4, SW 1/4, Section 29, T-2-N, R-13-W, Pulaski
County, Arkansas, snore particularly described as: Starting at the
Southeast corner of the SE 1/4, SW 1/4, said Section 29; thence
N 00 19' 59" W, along the East line of said SE 1/4, SW 1/4,
460.00 ft. to a point; thence S 890 40' 01" W, 325.53 ft. to the
point of beginning; thence continuing S 890 40' 01" W, 256.00 ft.
to a point on the East Right -of -Way line of Hinson Road (80 ft.
ROW); thence Northwesterly along the East Right -of -Way line of
Hinson Road and the arc of a 671.40 ft. radius curve to the right
having a chord bearing and distance of N 13' 42' 11" W, 248.93
ft. to a point thence N 3" 01' 10" W and continuing along said
East Right-of-Wa�line, 448.67 ft. to a point; thence continuing
—='aruny �i co7` s. r,ynC- r=+ i7 o hwt- t=;sly aTuny tie dre o
a 660.34 ft. radius curve to the left having a chord bearing and
distance of N 5' 06' 08" W, 48.00 ft. to a point; thence
S 71' 58' 35" E, 147.00 ft. to a point; thence S 89° 02' 05" E,
206.47 ft. to a point; thence S 0° 20' 03" E, 184.73 ft. to a
point; thence S 790 16' 04" E, 0.82 ft. to a point; thence
Southeasterly along the arc of a 932.43 ft. radius curve to the
left having a chord bearing and distance of S 400 54' 07" E,
53.18 ft. to a ;joint; thence S 7' 27' 50" W, 45.00 ft. to a
point; thence S 0" 20' 03" E, 129.04 ft, to a point; thence
S 890 40' 01" W, 58.00 ft. to a point; thence S 0' 20' 03" E,
120.06 ft. to a point; thence N 88' 31' 56" E, 2.58 ft. to a point;
thence S 1' 28' 04" E, 45.00 ft. to a point; thence S 0" 20' 03"
E, 155.00 ft. to the point of beginning, containing 5.2835 acres
w, re or less.
ci,LST�1�iitij A r[ of
SFATE of ' r� A R 1 A CAS
.�
•' a
�r 5 �r REGISTERED g
PROFESSIONAL
.i�4 F ENGINEER
CP 1 F �� : • ■ Gj r
No.5033
Ago S••', tOTyy E OA/;
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