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ADDITIONAL EASEMENTS ARE
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CERTIFICATE OF SURVEYING ACCURACY
I, Joel). 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.
Date of Execution Joe 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.
Date of Execution
D.R. Page_
Instrument No.
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 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, more particularly described as: Starting at the
Southeast corner of the SE 1/4, SW 1/4, said Section 29; thence
0° 19' 59" W, alony the East line of said SE 1/4, SW 1/4,
4uJ.00 ft. to a point; thence S 890 40' 01" W, 325.53 ft, to the
point of beginning; thence continuing S 89' 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 hearing and distance of N 13' 42' 11" W, 248.93
ft. to a point; thence N 3° 01' 10" W and continuing along said
Ldst Right -of -Way line, 448.67 ft. to a point; thence continuing
a -luny 511id East Right -of -Way NQrthwesterly alonu the ar�_�«___-
, 5L_; - ..,
. raulus curve to Lhc left having on chord bearing and
di=,tdnc.e of N 50 06' 08" W, 48.00 ft. to d point; thence
S 10 58' 35" E, 147.00 ft. to a point; thence S 89° 02' 05" E,
206.47 ftto a point; thence S O° 20' 03" E, 184.73 ft. to a
point; thence S 79° 16' 04" E, 0.82 ft. to a point; thence
So,jtheasterly along the arc of a 932.43 ft. radius curve to the
lefr having d chord bearing and distance of S 800 54' 07" E,
ft. to a point; thence S 7° 27' 50" W, 45.00 ft. to a
,. ui:il, thence S 0° 20' 03" E, 129.04 ft. to a point; thence
9" 4U' 01" W, 58.00 ft. to a point; thence S 0° 20' 03" E,
1 !'.')6 ft. to a point; thence N 88° 31' 56" E, 2.58 ft. to a point;
heni.Er S 1' 28' 04" E, 45.00 ft. to a point; thence S 00 20' 03"
ft. to the point of beginning, containing 5.2835 acre>
ii,ure ur less.
T000
STATE OF
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LAyOSJ,:
TE p/
ARCANSAS 'S
REGISTERED
PROFESSIONAL
ENGINEER
%.2i NO.5033 Qom'
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