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CERTIFICATE OF SURVEYING ACCURACY
I. Joe D. White, 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.
re of Execution Joe D. White
Registered Land Surveyor
No. 534, Arkansas
n
CERTIFICATE OF ENGINEERING ACCURACY
I, Timothy E. Daters, 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 been complkd with.
J
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, 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. 1,e ����
Yv,."1 "/"rZOG(C DCUC(pPM FJNTLG•"
Date of )execution
�b fok E3o
D.R.I�I Page 741 Lr tr> e R ,4S -7 Z-7-03
Address
Instrument No.
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.
6%i°f 53 C_
Dale of Execution Littl Rock Planning
Commi Sion
CERTIFICATE OF RECORDING
This document, number ''filed for
record k-- iT_, j9 , in Plat Book
Page_.
ame I
r`��G1STEl��O
' STATAENSO�F �•.•
• NO 53g 7 O
All
L AIAD
Legal Description
May 7, 1993
Part of the E1/2, SW1/4, Section 9, T-1-N, R-13-W, Pulaski County,
Arkansas, more particularly described as: Starting at the
southeast corner of the E1/2, SW1/4, said Section 9; thence
S8902615211W along the south line of said E1/2, SWl/4, 1274.16 ft.;
thence N1043'18"W, 316.71 ft. to the point of beginning; thence
N1043118"W, 153.29 ft.; thence S89029128"W, 13.05 ft. to a point on
the west line of said E1/2, SW1/4; thence N00301321IW along said
west line, 119.88 ft. to a point on the east right-of-way, line of
Bowman Road; thence northeasterly along said east right-of-way
k line, being the arc of a 863.51 ft, radius curve to the left,
having a chord bearing and distance of N804615311E, 278.77 ft.;
thence NO03013211W and continuing along said east right-of-way line
(45 ft. east of and parallel with the west line of said E1/2,
SW1/4) 86.81 ft.; thence S6300214011E, 174.28 ft.; thence
S43040'04"E, 122.0 ft.; thence S3404510411E, 133.70 ft.; thence
S27°46'4211E, 336.57 ft.; thence S6201311811W, 111.1 ft.; thence
S27046'42"E, 16.43 ft.; thence S62°13118"W, 125.6 ft.; thence
N67018118"W, 41.74 ft.; thence N4001312811W, 67.0 ft.; thence
S89°18'2211W, 212.27 ft. to the point of beginning, containing
4.9521 acres more or less.
�
1�
I� I�
PLAT OF LOTS I _ 101 AN P LOTS Z5- 351 ALL
e2ANPPI PEK CIZEEK. -
PAINT
1
2
NORTH
144,560.96
144,714.24
EAST
1,189,803.67
1,189,805.18
AI � A7P1 T IO N TO THE G I � OF LITTLE
RC�I�.
3
144, 714.64
1,189,792.13
Adz IUkN
4
144,834.47
1,189,795.85
-
5
6
145,108.05
145, 194. 62
1,189,849.36
1, 189, 852.04
� I I`�. �Q-Cz-T "�{� E ,yz, I GJ�I �4 � ���G"r(C�i � I
-r I— H I r -13- �.i
7
145, 109.49
1,190, 004. 11
Flu
8
145,017.95
1,190,084.77
9
10
11
144,905.15
144,601.35
144,553.53
1,190,156.54
1,190,301.40
1,190,201.12(.JC'L�LIGId-
I t
12
1,190,208.19
■
(}
144,538.'/0
�tl
13
14
144,484.64
144,502.27
1,190,094.82
1,190,056.98
-
15
144,554°99
1,190,015.72
g WHITE-DATERS 6 ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING
® 401 Victory Street Little Rock, Arkansas 72201