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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.
Date of Execution J0e16. White
Registered land Surveyor
No. 534, 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. `
Bate of Execution
D.R. Page
Address
Instrument No. 453-aehA4
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
I, Timothy E. Daters, hereby certify that this
plat correctly represents a plan made by me,
Pursuant to the Little Rock Subdivision Rules
and that the engineering requirements of the
and Regulations, and all of the conditions of
Little Rock Subdivision Rules and Regulations
approval having been completed, this docu-
have been complied with.
ment is hereby accepted. This certificate is
hereby executed under the authority,of said
�z 7- ?o .4. �.
Rules and Regulations.
Bate of Execution Timothy E. Daters
Date of Execution Li le Rock Planning
Registered Professional
Engineer No. 5033, Arkansas
.G9mmission
E lJ tr"�S.a Si i
CERTIFICATE OF
RECORDING
This document, number filed for
record 19
in Plat Book
_,
Page
•
Name
Legal Description
Part of the N1/2, SE1/2, and the S1/2, NEI/4, Section 14, T-2-N,
R-14-,W, Pulaski County, Arkansas, more particularly described as:
Starting at the northeast corner of the NW1/4, SW1/4, Section 13,
T-2-N. R-M-W; tbW-* SO 5I 40 W, along the East line of said
NW1/4',_$i>11*, 13".1 ft. to the southeast corner thereof; thence
50°p'15"E, along the east lane of the SW1/4, SW1/4, said Section
13, 1238.45 ft. to a point on the North right-of-way line of
Arkan.as State Highway No. 10; thence northwesterly along said
North right-of-way line being the arc of a 1382.41 ft. radius
curve to the right, having a chord bearing and distance of
N61°15'15"W, 682.08 ft. to a point; thence N52°58'15"W and
continuing along said North right-of-way line, 1495.51 ft. to a
point; thence northwesterly and continuing along said North
right-of-way line, saic line also being the arc of a 1959.86 ft.
radius curve to the left, having a chord bearing and distance of
1#63°21'04'W, 706.23 ft. to a point; thence N73043'52'W and
continuing along said North right-of-way line, 9.43 ft. to d
point; thence northeasterly along the arc of d 40 ft. radius
curve to the left, having a chord bearing and distance of
N62°39'43"E, 55.77 ft. to a point; thence N19003'16°E, 175.23 ft.
to a point; thence northeasterly along the arc of a 1482.39 ft.
radius curve to the right, having a chord bearing and distance of
N25°09`33"E, 307.57 ft. to a point; thence N30057'49"E, 124.59
ft. to a point; thence northeasterly along the arc of a 427.46
ft. radius curve to the left, having a chord bearing and distance
Of 1423'39'46"E, 108.65 ft. to a point; thence N16°25'56'E, 56.35
ft. to the point of beginning; thence southwesterly along the
arc of a 25 ft. radius curve to the right, having a chord nearing
and dl'Stance of S62047'49"W, 36.17 ft. to a point; thence
north*sterly along the arc of a 924.93 ft. radius curve to the
right, having a chord bearing and distance of N60°17'37"W, 346.18
ft, to a point; thence N30017'330E, 217.7 ft. to a point; thence
N58°30'53'E, 173.85 ft. to a point; thence S31°26'56"E, 289.00
ft. tad point; thence southwesterly along the arc of d 622.96
ft. radius curve to the left, having a chord bearing and distance
Of S23p45'33"W, 158.62 ft. to a point; thence S16030'130W, 43.65
ft. toilthe point of beginning, containing 107,085 sq. ft. or
2.458314cres more or less.
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