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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.
ard G. m
irate o xecution Planning —Administrator ---
Registered Professional
Department of Community Development
Engineer 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
and do hereby lay off, plat and subdivide
said real estate in accordance with the within
plat.
Date of Execution
m
ATcr
ress
Contains
w• ,I Acres.
For Bill of Assurance see Deed Record Book
Page_
EDWARD GLRALD WITH
REGISTERED
-- -
LAND SURVEYOR
I
OT-TE OF
A11K4N3onHT'•
t
— .,.1.
P
fiAl' LEGAL Df.SCP.IPTION
fN/s
A tr-,ct of land located in the SE 1/4 SE 1/4
Sect,,n 29 and part of the North 32 rods of they
Nt 4 Nf.. 1/4 section 32, ail in T-I-N, R-12-W,
pul:, �• G_unty, Arkansas, more particularly de-
scribed as- Starting at a point on the South
line of Lot I Tucker's Commercial Acres, Lit-
tle Rock, Arkansas, 27.12 ft., N30°23'E of the
Southwest corner thereof, said point also being
located on the last line of the SE 1/4 SE 1/4
fd Section 29, thence SO'43147"W along said
J line, 379.37 ft. to the point of beginning;
nce continue S0'43'47"W along said East line
d the East line of the North 32 rods of the
NE 1/4 NE 1/4 said Section 32, 530.26 ft. to a
point, 239.61 ft., NO°43147"E of the Southeast
corner of said North 32 rods; thence N46'34'24"W,
840.11 ft. to d 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 N41'41'14"E, 360.0 ft. to
a point; thence S50003'08"E, 492.37 ft. to the
an Id point of beginning.
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EDWARD G. SMITH & ASSOCIATES u_"ed'
l CONSULTING NSGINSZU Date: -
,n 401 VICTORS >,.ITTt.t ROCK. ARKAmAR 7MI - A t, A j 7-)-4 e c r r i � �
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