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CERTIFICATE OF SURVEYING ACCURACY
I, Edward. G. Smith, hereby certify that this
EDWARD 6ERALu"sa, plat correctly represents a boundary survey
made by we and boundary markers shown hereon
axe^+Srt nea actually exist and their location, type and
LANO 5uaVEfuh material are correctly shown.
9l'AT• ,
A n K A r. -
ate o zec` utiorri E'Nard G. Smith
r
Registered Land Surveyor
No. 9, 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.
t$i a of x_ecut1on —�
U.R.__ Page
Address
Instrument No.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
I, Edward G. Smith, hereby certify that this Pursuant to the Little Rock Subdivision Rules
plat correctly represents a plan made by me, and Regulations, and all of the conditions of
and that the engineering requirements of the approval having been completed, this docu-
Little Rock Subdivision Rules and Regulations ment is hereby accepted. This certificate is
have beer complied with, hereby executed under the authority of said
Rules and Regulations.
Date of Execution Edward-G.— Snit ite o xecut on r ti- the RocV Panning
Registered Professional Commission
Engineer No. 485, Arkansas
CERTIFICATE OF RECORDING
This document, number filed for
record 19 , in Plat Book ,
Page
Part of the El/2 Section 32, T-2-N, R-13-W, Pulaski County, Arkansas,
More particularly described as: Beginning at the Northeast corner of
the NE1/4 SE1/4 NE1/4 said Section 32; thence SO°10'52"E along the East
line of the El/2 of said Section 32, 1989.6 ft. to the Southeast
corner of the NE1/4 NE1/4 SE1/4 said Section 32; thence N89°50'37"W
along the South line of said NE1/4 NEl/4 SEl/4, 621.i ft. to the Southwest
corner thereof; thence NO°05'33"E along the West line of said NE1/4
NE1/4 SE1/4, 20.0 ft. to a point; thence 589050'37"E along e line 20 ft.
North of and parallel with the South line of said NEl/4 NEl/f SE1/4,
570.19 ft. to a point; thence Northeasterly along the arc of a 25 ft.
radius curve to the left, having a chord bearing and Gistaftce of
N44"21'16"E, 35.85 ft. to a point; thence N1°26'52"W, 621.08 ft. to
a oint- thence N0010'52"W 578.11 ft. to a point, thencc Northwesterly
t*weaa,-c ;f f5 T' . ?i u- curve t7 -tfir^- ''t ,-?Tavtr, a char"+ *"-ar•!r'a - - -- - ----
"�and distance of N45011'W, 35.36 ft. to a point; thence S89048'53"W,
589.44 ft. to a point; thence Northerly along the arc of a 55 it. radius
curve to the left, having a chord bearing and distance of N0018'47"W,
110.0 ft. to a point on the West line of the NEl/4 SEl/4 NE1/4 Section 32;
thence continue NO°18'47"W along said West line, 609.7 ft. to the
Northwest corner of said NE1/4 SE1/4 NEl/4; thence N89°49'53"E along
the North line of said NEl/4 SE1/4 NE1/4, 656.1 ft. to the point of
beginning, containing 12.2687 Acres more or less.
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EDWARD G. SMITH & ASSOCIATES
CONSULTING ZIt CIF E=8 Date: 14! _
402 VICTosx LITTLE Roca, AaxAwsas 72201 d f ".7^ Hor. Ver
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