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CERTIFICATE OF SURVEYING ACCURACY
I, Edward G. Smith, 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 o xecut on Edwardi th
Registered Land Surveyor
No. 9, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
1, Edward G. Smith, 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.
CERTIFICATE OF OWNER
We, the undersigned, owners of the heal 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.
te of Ex-ec-u-t-T—on
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.
_3uyfe ___ 4..ao1>If-
Date o xE ecutfon Edwa� G. Smit Date o Execution D-t—i-fe Kock Pla,,p� ng -
Registered Professional Commission
Engineer No. 485, Arkansas
CERTIFICATE OF RECORDING
This document, number , filed for
record 19_, in Flat Book
Page _
Name —
LEGAL DESCRIPTION -
Part of the E 1/2, SW 1/4, Section 9, T-i-N, R-13-W, Pulaski
County, Arkansas, more particularly described as: Beginning at
the Northeast corner of the E 1/2, SW 1/4, said Section 9, said
corner also being the Northwest corner of Lot 186, Sandpiper
Addition, Phase II, Little Rock, Arkansas; thence S 0 deg.
01 min. 07 sec. E along the east line of said E 1/2, SW 1/4, and
the west line of said Sandpiper Addition, Phase II, 2000.25 ft.
to a point on the west line of Lot 65, said Sandpiper Addition,
Phase II; thence S 89 deg. 58 min. 53 sec. W, 95.0 ft.; thence
N 17 deg. 08 min. 07 sec. W, 178.0 ft. to a point; thence
Southwesterly along the arc of a 50 ft. radius curve to the left,
having a chord bearing and distance of N 46 deg. 39 min.
07 sec. W, 71.02 ft. to a point; thence S 88 deg. 37 min.
23 sec. W, 70.0 ft. to a point; thence N 16 deg. 37 min.
37 sec. W, 275.91 ft. to a point; thence N 9 deg. 24 min.
23 sec. E, 272.10 ft. to a point; thence N 6 deg. 09 min.
23 sec. E, 211.35 ft. to a point; thence N 7 deg. 04 min.
53 sec. E, 161.90 ft. to a point; thence N 1S deg. 50 min.
37 sec. W, 145.8 ft. to a point; thence N 7 deg. 09 min.
37 sec. W, 398.20 ft. to a point; thence N 31 deg. 34 min.
37 sec. W, 397.83 ft, to a point on the north line of said E 1/2,
SW 1/4,; thence N 89 deg. 28 min. 49 sec. E along said north
line, 558.21 ft. to the point of beginning, containing 14.3654
acres more or less.
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' STATE OF
J� ARKANSAS
NO, 9 L O
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REGISTERED
►ROVESSIONAL
ENGINEER
�Fo�q 485 S�`��
`4 R�GERA�O
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EDWARD G. SMITH & ASSOCIATESQN�: Revised
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CONSULTING ENGINEER 1 ` Date;
401 VicToRv Lrrnz Rocx, ARxeNsAs 72201 T � GIB LI rT FZocIScale- I , � Hor. Vert.
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Drawn By: Checked By: Approved�G�
T-1-N i 9-13-W 1 OLssF�j �r`-F? I <icCiG� U Sheet of
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