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CERTIFICATE OF ENGINEERING ACCURACI
I, , hereby certify
that this plat correctly represents a survey
and a plan made by me or under my supervi-
sion; that all monuments shown hereon
actually exist and their location si=e,type
and material are correctly shown; and that
all requirements of the Little Rock Sub-
division Rules and Regulations have been
fully complied with,
Date of Execution ame
Ark. Reg. Prof. Engr.
Land Surveyor
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision
Rules and Regulations and under the con-
ditions of Ordinance N9 11,138,_this -
document is given final approval by the
dl �` Little Rock Planning Commission. All of
the conditions of approval having been
completed, this document is hereby accepted
and this certificate executed under the
` authority of said Rules and Regulations.
ate of Execution Name
Planning Administrator
Dept. of Community Development Little Rock
CERTIFICATE OF OWNER
We, the undersigned, owners of the real
estate 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 the within plat.
Date of Execution Name
Address
Source of Title: D.R.
page
CERTIFICATE OF RECORDING
Part of the SE'; NU- and part of the NE', SE'„ Section 20,
This document, number
filed for
T-2-N, R-13-W, Little Rock, Arkansas, described as:
-- —
record 19 Ln Plat
Book
Starting at the NE corner of the NE', SP,; thence S 2008'51"W
a 1E ME I/4 EIS
page
along the East line of Section 20, 330'; thence N 86056'W 409.71'
to the point of beginning; thence N 41055'58"W 367.84' to the
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JEG.T I c:� �; `-
SURVEYOR'S CERTIFICATION
Name
Clerk
East R/W of Piedmont Lane; thence on a 240.41' radius curve to
For Bill of Assurance and Deed
Record
the right having a chord bearing R distance of N 57004'35"E
I hereby certify that the hereon platted
and
Book Page
153.87'; thence continue along said East R/W N 75044'25"E 4.29';
described survey was completed under my
thence on a 75' radius curve to the left having a chord bearing
supervision and that corners were set, as
shown,
& distance of S 69039'10"E 88'; thence S 47048'26"E 105';
to the best of my knowledge and ability.
thence S 10031'10"W 261.65' to the point of beginning, containing
This survey is made for the exclusive use
of the
1.23 acres, more or less.
present owners of the property, and also
those
who purchase, mortgage, or guarantee the
title
thereto, within one year from date hereof,
and
as to them I warrant the accuracy of said
survey
and map.
Mehlburger
Tanner
Renshaw
&Associates
Al> lilects-Envincvn
.ITTLE ROCK
FL DORADO
ARKANSAS
COPYR15H
DRAWN BY
CHECKED BY:
A0PROVEU B,
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PROJECT NUMBER
�?BI-12 1
SHEET NO.
mate a
Reg. Land Surveyor # - AR