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CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
I. Edward G. Smith, hereby certify that this plat Pursuant to the Little Rock Subdivision Rules and
correctly represents a survey and a plat made by Regulations and under the conditions of Ordinance
me or under my supervision; and that monuments No. 11338, this document is given final approval by
shown hereon actually exist and their location, the Little Rock Planning Commission. All the con -
size, type and material are correctly shown; and ditions of approval having been completed, this
that all requirements of the Little Rock Sub- document is hereby accepted and this certificate
division Rules and Regulations have been fully executed under the authority of said Rules and Regu-
complied with. lations.
Date of txecution irdate o xecut on aPT nninng i for
Reoistered Professional Department of Community Development
Enuineer No. 485, Arkansas Little Rock, Arkansas
CERTIFICATE OF OWNER CERTIFICATE OF RECORDING
We, the undersigned, Owners of the real estate This document, number filed for record
shown and described herein do hereby certify 19 in plat book __Page
that we have laid off, platted and subdivided book--
—_Page_.
do hereby lay off, plat and subdivide
said real estate in accordance with the within
plat.
Date ofExecution
D. R.46/Page 4?-` —._—_—
l�ddress
Contains 5.770,/ Acres.
For Bill of Assurance see Deed Record Book
Page
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LOWARD uERALD SMiIM
REGISTERED
- -- - LAND SURVEYOR
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ARKAN4
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EDWARD
G. SMITH & ASSOCIATES--
CONSULTING ZNGINZZR
401 VICTORY
1drmit Rocx, ARKANSAS 72201 ` k . .
rh /:1 land located in the SE 114 SE 1/1.
>t�tron 29 and part of the North 32 rods of the
N£ !�A W 1'14 Section 32, b#f In
f'oia.ki County, Arkansas, more particularly de-
scribed as: Starting at a point on the South
line of Lot I, Tucker's Commercial Acres, Lit-
tle Rock, A,-kansas, 27.12 ft., N30°23'E of the
Southwest corner thereof, said point also being
located on the East line of the SE 1/4 SE 1/4
said Section 29, thence SO°43'47"W along said
East line, 379.37 ft. to the point of beginning;
thence continue 50`43147'"W along said East line
and the East line of the North 32 rods of the
[1 4 NE 1/4 said Section 32, 530.26 ft. to a
i t, 239.61 ft., N0043147"E of the Southeast
nor of said North 32 rods; thence N46°34124"W,
840.11 ft. to a point on the Southeasterly
right-of-way line of Interstate Route No. 30;
thence Northeasterly along said Southeasterly
right-of-way line, being the arc of a 5930 ft.
radius curve to the left, having a chord bear-
ing and distance of N41°41114"E, 360.0 ft. to
a point; thence S50°03'08"E, 492.37 ft. to the
point of beginning.
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