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EDWARD GERALD SMITH
REGISTERED
LAND SURVEYOR
STATE OF
ARKANS83
OF AI<IIA,�NSAS
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f 485
O'RD G E R Ate S�v
CERTIFICATE OF SURVEYING ACCURACY
I, Edward G. Smith, hereby certify that this
plat correctly represents a boundary survey
made by we and boundary markers shown hereon
actually exist and their location, type and
material are correctly shown.
!D &/d5 scm YJ_ t IXL�
Date OTTxecution =;12 it '
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.
I
p�04555 4 -
Date u Execution cution - war G. Smltn
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. &rrh - /31oo/k Inc.
Da to o E� xecution Pro5per, Lid / 9
D.R.1',!Page LR�Qrk.
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.
Date of Execut en Lit-'t_Te_ o k Planning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record ig _, in PTat Book
Page
LO% 4.4 23 Nacre
,1M14.. 0.7�50F//c>r/o�v -
I hereby certify that I have surveyed part of Tract "B", Enmar
Subdivision, Little Rock, Arkansas, also being located in the
N 1/2, Section 36, T-1-N, R-13-W, Pulaski County, Arkansas, more
particularly described as: Starting at the Southeast corner of
the NW 1/4, NE 1/4, said Section 36; thence N 0 deg. 26 min. E
along the east line of said NW 1/4, HE 1,/4, 25.0 ftj to a point
on the north right-of-way line of Young Road; thence N 89 deg.
34 min. W along said north right-of-way line, 968.99 ft. to the
Southwest corner of Lot 6A, Tract "B", said Enmar Subdivision and
the point of beginning; thence N 89 deg. 34 min- W and continuing
along said north right-of-way line, 232.75 ft. to a point; thence
Southwesterly and continuing along said north right-of-way line,
being the arc of a 50 ft. radius curve to the left, having a
chord bearing and distance of S 69 deg. 05 min. W, 32.33 ft. to
the Northeast corner of Lot 7, Tract "A", said Enmar Subdivision;
thence N 89 deg. 43 min. W along the north line of said Lot 7,
124.45 ft. to the Northwest corner of said Lot 7, said corner
lying on the easterly right-of-way line of the Missouri Pacific
Railroad; thence N 27 deg. 57 min. E along said easterly right-
of-way line, 529.33 ft. to the Southwest corner of Lot 3, said
Enmar Subdivision; thence S 89 deg. 27 min. E along the south
line of said Lot 3, 148.43 ft. to the Northwest corner of Lot 6A,
Tract "B", said Enmar Subdivision; thence S 1 deg. 08 min. W
along the West line of said Lot 6A, 457.48 ft. to the point of 1;
beginning, containing 2,8190 Acres more or less. Property lines AV
EDWARD G. SMITH & ASSOCIATES
CONSULTING EAGINSZA
401 VICTORA:
Y TATrLz Rocx, ARANaAs 72201 ?�.,✓-
Drawn By: Checked B Approved By:
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Date: JL7. L� /�CfrJ
Hor. Vert.
Scale � --
Sheet of
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