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EDWARD GERALD SMITH
CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF OWNER
REGISTERED
LAND SURVEYOR
1, Edwdrd G. Smith, hereby certify that this
plat correctly represents
We, the undersigned, owners of the real es -
=T^1E
a boundary survey
tate shown and described herein, do hereby
ARKA `°'�
made by me and boundary markers shown hereon
actually exist and their location, type
certify that we have laid off, platted, and
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f�fC'
and
material are correctly shown.
subdivided, and do hereby lay off, plat, and
subdivide said real estate in accordance with
.-
this plat.
rl
Date of Execut)un AarfG. Sin it
or Execution
Registered Land Surveyor
No. 9, Arkansas
D.R. 14- Page 15 _
dress
I
Instrument No.
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LEGAL DESCRIPTION 1
Part of Lots 61, 62, 63, & 64, Walton Heights, Little Rock,
Arkansas, part of the N 112 of Section 21, T-2-N, P.-13-W, Pulaski
County, Arkansas, and part of the W 1/2 of Southridge Road
kclosed) all more particularly described as: 3a,;inning at the
intersection of the centerline of Southridge Road and the
northerly right-of-way line of Arkansas State Pighwa/ Yo. 10;
thence N 53 deg. 40 min. 04 sec. W along said Northerly right-of-
wa^ '.ine, 433.22 Vt. to a point; thence N 36 de;7.. 19 nin.
5n sac. E, 10.0 ft. to a point; thence northeaster._r along the
arc of a 25 ft. radius curve to the left, haviul� a chord bearing
and distance of N 82 deg. 13 min 45 sec. E, 35.13 ft. to a
point; thence northerly and southerly alonG the are of a 220.99
ft. radius curve to the right, having a chord bearing and
listance of N 79 deg. 09 min. 42 sec. E, 297.91 It. to a point;
thence S 58 deg. 24 min. 12 sec. E, 379. 76 f;,. to a point; thence
southeasterly along the arc of a 924.93 ft. radius curve to the
1aft, having a chord bearing and distance of S 5� deg. 56 min.
118 sec. E, 146.53 Vt. to a point; thence S 67 deg. 29 min. 24
sec. E, 15.22 ft. to a point on the northerly right-of-way line
of Southridge Road; thence S 22 deg. 30 min. 36 sac. ri, 60.0 ft,
to a point on the southerly right-of-way line of said Southridge
Road; thence N 67 deg. 29 min. 24 sec. W along said southerly
right-of-way line. 15.22 ft. to a ;joint; thence nortl:,iesterly
along the arc of a 984.93 ft. radius curve to the right, having a
chord bearing and distance of N 63 deg. 21 min. 54 bec. W,
141.70 ft. to a point on the centerline of Southridge Road;
thence northwesterly along said centerline being the are of a
908.21 ft- radiuscurve to the left, having a chord bearing of
N 76 deg. 33 min. 37 sec. W, 111.71 ft, to a point; thence
Southwesterly and continuing along said centerline, being the arc
of a 161.07 ft. radius curve to the 1=ft, having a chord bearing
and distance of S 68 deg. 04 min. 56 sec. W, lb9,90 ft.. to a
point; thence S 36 deg. 15 min. 02 sec. W and continuing along
::aid centerline, 37,84 ft, to the point of begin,i,n3, �unta.ning
2.8392 acres.
✓ ARK:ANSAS
Li
REGISTERED
PROFESSIONAL
ENGINEER
• . r
Fo 485
AC0 S 10
GER e
CERTIFICATE OF ENGINEERING ACCURACY
1, Edtiard 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 oven complied with.
f~
April ; le&5 ,
Oate of Execution dwar G. 9 t
Registered Professional
Engineer No. 485, Arkansas
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 Execution L ttT T-Aock Dlanning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record. 19_nat Book
page_
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