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CERTIFICATE OF SURVEYING ACCURACY
LDWARD GERHLD S011N I, Edward G. Smith, hereby certify that this
"`�'s"Htu plat correctly represents a boundary survey
LAND 5l RvErOR made by me and boundary markers shown hereon
s'•'E o, actually exist and their location, type,and
�l 4HkAN54 material are correctly shown.
r�
Date xecu non ' and Ci '
Registered Land Surveyor
No. 9, Arkansas
t' Anii SSAS
& RED
P I FISS
FESS] OOYAL CERTIFICATE OF ENGINEERING ACCURACY
!N•Cl, :Lg I, Edward G. Smith, hereby certify that this
P 485 plat correctly represents a plan made by me,
D� foCERataS�N and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations
have been complied with.
le
Date Execution r Smitw
Registered Professional
Engineer No. 485, 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. -Tr-
Date cution
D.R. Page
Address
Instrument No.
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.
ate o Execution Litt a Rock Planning
Commission
f CERTIFICATE OF RECORDING
This document, number , filed for
record 19_— int Book ,
Page
Name
:EGA- DESCRIPTION -
Part 9f Lot 3, Executive Park Addition and part of Tracts 9 & 10,
West Markham Street Subdivision, both in the City of Little Rock,
Arkansas, all more particularly described as: Beginning at the
Southwest corner of Lot 1, said Executive Park Addition; thence
N89fi3'37"E along the South line of said Lot 1, 188.52 ft. to the
Southwest corner thereof, said corner lying on the West right-of-way
line of Executive Court; thence S31'38'01"W along said West right-
of-qy line, 17.96 ft. to a point; thence Southwesterly along said
West right-of-way line being the arc of a 285.44 ft. radius curve to
the left, having a chord bearing and distance of S16044'16"W, 145.30 ft.
to a point; thence S2°05'30"W and continuing along said West right -
of -ray line, 243.65 ft. to a point; thence N87°53'48"W, 93.56 ft. to
a point on the East right-of-way line of Interstate Roaad No. 430;
theme N6-53'14"W along said East right-of-way line, 39* 34 ft. to
a odnt, thence 44°56'38"E and continuing along said East right-of-way
line, 60.69 ft. to the point of beginning, containing 1.16$q Acres— _ _.-
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