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AR UNSAS
REGISTERED
PIt0FESSIONAl
EnGINEER
pTNo.5033
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CERTIFICATE OF SURVEYING ACCURACY
I, Joe D. Whice, 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 _7oe'0. White
Registered Land Surveyor
No. 534, Arkansas
CERTIFICATE OF CdGINEERING ACCURACY
I, Timothy E. Daters, hereby certify that this
plar correctly represents a plan made by me,
and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations
have been complied with.
ifete of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of She real es-
tate shown and described heraia, 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.
� of Owned
�•� /eft _
D.R. Page
Address
Instrument No.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditloes of
approval having been completed, this docu-
ment is hereby accepted. This cartiflcate 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
Legal description
Part of the W1/2, SWl/4, Section 13, T-2-N, 16-144, Pul"k.i County,
Arkansas, sore particularly described as: Stting at the Ncsatheast
corner of said W1/2, SWl/4; thence SO°51'40"W, along the Exist.line of
said WI/2, SWl/4, 600.0 ft. to the point of beginning; t"nee
S0"51'40"1f dm continuing along said East line, 721.1' "-i.0 4 point;
thence S0001016"E and continuing along said East l,y:01 ft. to a
Point; thence N�9043'57"W, 476.43 ft. to a point; a Sonttterly
along the arc of a 480.0 ft. radius curve to the riglit;.having a chord
bearing and distance of S16"08'O1"W. 267.97 ft. to a Pont; thence
S32°20'34"W, 363.02 ft. to a point; thence Sortheasterly alapng the arc
of a 40.0 ft. radius curve to the left, hw#Ug a choro bear and
distance of S10"16'50"E, 54.21 ft. to a point on the Northerly right-
of-way line of Arkansas State Highway No. 10; thence N52°5 IV1 i alonq
said Northerly right-of-way line, 14J.46 ft• to a point; thence
Northeasterly along the arc of a 40 ft. radius curve to the left,
having a cktord bearing and distance of h79.41'09"E, 58.85 ft. to a
thence -ft. tz 3
along the arc of a 420.0 ft. raoius curve to the left, having a chord
bearing and distance of N26°16'21"W, 717.11 ft. tO a point; tbeoce
N84"53'11"W, 200.0 ft. to a point; thence Westerly along the arc of F.
507.46 ft. radius curve to the right, having a chord bearirjy ptid
distance of %W26'23"Y, 78.68 ft. to a point,; thence "+4°08'20"W,
460. 59ft. too point; thence N85"51'40"E, 1243.0 ft. to the point of
beginning, containing 21.8176 Acre more or less.
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