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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 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.
may/
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
':his plat.
gate of Execution �'7
D.R. Page `V-l'44
Address
nstrument No. 16,-544/Q
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
Name
�,.1%STER ''a iT E o'�
,......, F•.
O �✓ A R 1� N A S ' STATE OF L1
.: A�cANSAS (1
N0.534 REGISTERED \
o: °= PROFESSIONAL
Hoar ; ca = �� ENGINEER
NO.5033 4�-
tiy E. D,,•
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Le9c7/ ,(�sc�iofior�
Part of the NW 1/4, SW 1/4, Section 19, T-2-N, R-13-W, Pulaski
County, Arkansas, more particularly described as: Starting at
the Southwest corner of the NW 1/4, SW 1/4, said Section 19;
thence S 89 deg. 29 min. 07 sec. E along the south line of said
NW 1/4, SW 1/4, 250.0 ft. to the point of beginning; thence North
and parallel with the west line of said NW 1/4, SW 1/4, 923.43
ft. to a point on the centerline of Taylor Loop Road; thence
Southeasterly along said centerline, being the arc of a 1,075.49
ft. radius curve to the left, having a chord bearing and distance
of S 68 deg. 52 min. E, 132.33 ft. to a point; thence S 72 deg.
29 min. E and continuing along said centerline, 547.51 ft. to a
point; thence Southeasterly and continuing along said centerline,
being the arc of a 2,571.15 ft. radius curve to the left, having
a chord bearing and distance of S 73 deg. 52 min. 42 sec. E,
124.96 ft. to a point; thence S 0 deg. 19 min. 01 sec. W. 222.03
ft. to a point; thence S 88 deg. 39 min. 28 sec. E, 100.31 ft. to
a point on the east line of said NW 1/4, SW 1/4; thence S 0 deg.
07 min. 19 sec. W along said east line, 459.27 ft. to the
Southeast corner thereof; thence N 89 deg. 29 min. 07 sec. W
along the south line of said NW 1/4, SW 1/4, 863.71 ft. to the
point of beginning, containing 15.0600 acres more or less.
V) N��
50 O 50 /00 150
ara'O/D /c Scale /r-) fee/