HomeMy WebLinkAboutS-0050-A Map 2CERTIFICATE OF OWNER
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_ thence 388'48'4d along said South Line 22.89 t�. :c the center of sale Section 21; thence
�Ayi �' ^ r 680*08'W along the East-West centerline of said Section 21, 1,315.0 ft. to a point; thence
S89013'40"W and continuing said East-West centerline, 1,309.10 ft. to the point of beginning,.
rc+ntaining 51.206 acres more or less. t
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LECAL DESCRIPTION
Fart of the S 1/2 N 1/2 Section 21, 'T-2-:�, R-13-'A, Pulaski County,
Arkansas, more particularly described as: Beginning at the Southwest corner of the S 1/2
N 1/2 said Section 21; thence N1"07'20'V along the West line ,f said S 1/2 N 1/2, 1,111.11 ft.
to a point on the South ri#t-of-way line of Arkansas State highway No. 10; thence S78026'E.
along said South right -of vgy line, 161.54 ft. to a point; thence Southeasterly and
continuing along said South right-of-vay line, being the arc of a 6,121.58 ft. radius curve
to the left, having a chord bearing and distance of S80'30'E, 441.52 It. to a point; thence
S82'34'E and continuing along said South right-of-way line, 193.50 ft. to a point; thence
Southeasterly and continuing along said South right-of-way line, being the arc of a 3,939.26
ft. radius curve to the left, having a chord bearing and distance of S85'29'30"E, 402.03 tt.
to a point; thence S88'25'E•and continuing along said South right-of-way line, 192.32 ft. to
a point; thence Southeasterly and continuing along said South right-of-way line, being the
arc of a 1,196.86 ft. radius curve to the right, having a chord bearing and distanceof
S72'52'E, 641.71 ft. to a point; thence S57'19'E and continuing along said South right-of-
way line, 186.25 ft. co a point; thence Southeasterly and :ontinuing along said South
fight -of -way line being the arc of a 3,142.38 it. radius curve to the right, having the
following chord bearings and distances: S56A37'48"E, 75.33 ft. and S54649'17"E, 123.01 ft.
to a point; thence Southeasterly and continuing along said South tight -of -way line, following
hearings and distances: S53'42'E, 176.98 ft.; 353'25'06"E, 51.57 ft. and S53'08'E, 358.44 ft.
to the Northern most corner of Lot C, Walton Heights; thence S36'46'W along the Western line
of said Lot 'C', 191.18 ft. to a point on the South line of the NE 1.'4 said Section 21;
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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 Exec t on _ 'ate �ly7 %'ll G'� ✓_ ! .
Source of Title: D.R. page
PRELIMINARY ENGINEERING CERTIFICATE
I, Edward G. Smith, hereby certify that this proposed
preiminary— pTat correctly represents a survey completed
by me, or under my supervision on
19 ; that the boundary lines shown hereon correspon
t witF-a description in the deeds cited in the above
Source of Title; and that all monuments which were found
or placed on the property are correctly described and
located.
59
Date of Execution ar . . it
Registered Professional
Engineer No. 485 , Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and
Regulations relative to the preparation and submittal of a
preliminary plat having been fulfilled, approval of this
plat is hereby granted, subject to further provisions of
said Rules and Regulations.
This Certificate shall expire___
at,I`-e o�xec�'ion anning minis rator '-`-
Little Rock Planning Commission
bAAR0 ltkAdf SMITH
NEGa STF R( p
..ANt) SURVEYOR
j TA PE .
ARKANSA'—
NO} 8
NAY., AR
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EDWARD G. SMITH & ASSOCIATES
/00 O ,tom ;a�o 3(-� 400 CONSULTING =NGINSSA
—_ - - 401 VICTORY LITTLs $oCt. AASANaAb 722n1
/l) . Z Drawn B Checked B A roved By: i.i •I 1 v
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Date: ;'/;
Scale Hor.
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