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NW CORNER
VE 1/4 N W 1/4
SECTION 4,
T-I-N, R-13-W fto
NW CORNER
S 1/2 NE 1/4 N W I/4
SECTION 4,
T-I-N, R-13-W0000
•
H
O
z
NW CORNER
SE V4 NW 1/4
SECTION 4, /
T-1-N , R-13-W
CERTIFICATE OF OWNER CERTIFICATE OF ENGINEERING ACCURACY
We, the undersigned, Owners of the real 1, Wes Lowder, do hereby certify that
estate shown and described herein, do this.plat correctly represents a plan
hereby certify that we have laid off, made by me, and that the engineering
platted, and subdivided, and do hereby requirements of the Little Rock Sub-
1(.' 0 40 , lay off, plat, and subdivide said real division Rules and Regulations have
estate in accordance with this plat, been complied with,
SCALE
(Signed)
SEPTEMBr. , /r �
ER 9, f986 ' • ,
Date of Exe- cation wlt-LiaM DANIEL THOMAS,dR Date of Execution eglstere ro essiona
GENERAL PARTNER Engineer No.
6A4RKCNAM R 5r� RTIESaL7D. Arkansas
Li LFE &AIRXU 5410,.
Source of Title: D.R._Page
- - - ----rt nstrument No. S 88° 42' 52E
S 880 42' 52" E
R/W CURVE
G = 2 3014'OE
z T = 112.66'
R = 548.06
L = 222.23'
C = 220.71'
i
�I
P
l 10
aTA �/
ry
S 36°43' 34" W
39 5.38'
17)
RVE DATA
35'22"
.84' �Q
.17' p�
N
rV
LOT 7
_ 0.658 AC
(CHORD) 33.53' - v
CO 45' r
(
R/W CURVE DATA
d = 2300I'56" / 8
T = 95.35'
Q R = 468.00' S9 \
Q L = 18 8. 13' 66
C 186.87' �15' UTILITY
EASEMENT �2'�Or�\
CURVE DATA
� nT = 380 090 40 SA 'IT RY SE IE /6/CjO, \�
LOT 8
0 478 AC=
CERTIFICATE OF SURVEYING ACCURACY
1, Michael Watson, 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.
T 9, ! Odd
aSte 01 Exec�u to-n Registered La-n-d-
Surveyor No. P--f 7
Arkansas
273.86
-- - -
__7
S2Y5O'O9°W 10'UTILITY /
(CHORD) 123.83' EASEMENT /
R/W CURVE DATA tiQ
T = 10 3.70' LOT I I
R = 548.00' O
L = 204.97' 0.609 AC.t 45
C = 2 0 3.78'
rL CURVE DATA / Z�
11 J = 20° 05' 20' g
♦ T = 89.98, �4
R = 508.00' / �P
40, = 1 78. 1 1' / A,
Q -0 C = 28044'05'E /
0; SW33'04MW S.2o' / J�
(CHORD) 8081 "
S 38 46 45 W
14" 27' LOT 10 , QO
D 0.472 AC ^-
N 06° 13 15 W (CHORD) ° V
42.43' ^�
R/W CURVE DATA C)
Sip fit;, �, = 90*00
R = 30.00'
ts[� ,L = 47.12 / p~
C 42.43'
CURVE DATA
A = 34°41 51
/ T = 14 5.7 9'
R = 466.68'
282.61'
S 68° 3 440" F -----
y�� /6N 56�3�,78.32' R/W CURVES DATA
- ��0 T = 1 36.42
R = 436.68'
LOT 9 \� ( L = 264.45'
\�''oi C = 2 6 0.42'
0.430 AC* 61.
g3 -
04
��'
S4 11 A,
p� \� v �X;
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision
Rules and Regulations, and all of the
conditions of approval having been
completed, this document is hereby
accepted. This Certificiate is hereby
executed under the authority of said
Rules and Regulation.
Date of Execution Planning
:o remission
�M
Po2 r 60 R'w (PA RK 6
\� w DRIVE
e3, N7go5o,N 29579
g5„w
y
LOT 6
0.533 AC*
d R = 508.00' E,. EvIENT TOP OF BWX- �\
_N
p� L = 347.21'
C = N19011'55"E
N 340.49' LTHIS AREA NOT INCLUDED
IN THIS PLAT
1
69.61' �-� 180.43' °
N 88019' 06" W - 250.04E (CHCR 432 09'✓
_ IE CURVE DATA
= 13° 1949
co
1 n
T = 64.27'
04
0 R = 52�96
C = 127.67'
�- -- --- -- - -- --- 418,65'
LOT 5
0.755 AC?
It CURVE DATA
A= 2°11 48'
T = 10 54'
R = 550.00'
\ L = 21.09'
\ \ C = 21.09'
\ 15' UTILITY
\ \ EASEMENT
N 57057'27''W' �\
(CHORD) 127.67 -
N510I73?r W
4 17
CERTIFICATE OF RECORDING
This document, number filed for
record 15 in Plat Book
Page
Signed
Name C erk
_ 618 85'
428 84'
A1[I °f'-
5�
A1tl�1 tNSAS
tiJ ;
11E.n.FST.%IIE1)
PROFVSSIONAL
ENGINEER iI
No.4943 t'i
vFS CO`N���ri
L
IN, hLs
cl':1t1' tN "• ��
"C . N,
x±. No q57 •1
I'll I \N r'
PROPERTY DESCRIPTION
Part of the Northeast 1/4 of the Northwest 1/4 and part of the
Southeast 1/4 of the Northwest 1/4, all is Section 4, T-1-N,
R-13-W, Pulaski County, Arkansas, being more particularly described
00
as follows:
Starting at the Northwest corner of the Northeast 1/4 of the
Northwest 1/4 of said Section 4; thence South 00 01'09" '.lest 660.03
I�
feet to the Northwest corner of the South 112 of the Northeast 1/4 of
the Northwest 1/4 of said Section 4; thence South 88 42'52" East 395.38
feet to the point of beginning; thence continuing South 88 42'52" East
273.86 feet; thence South 31 21'00" West 363.20 feet; thence along a
curve to the left having a radius of 436.68 feet, an arc distance of
264.45 feet and a chord which bears South 68 34'10" East 260.42 feet;
thence along a curve to the right having a radius of 272.36 feet, an
arc distance of 159.33 feet and a chord which bears South 69 09'34"
East 157.01 feet; thence along a curve to the right having a radius of
f
<;
77.50 feet, an arc distance 62.08 feet and a chord which bears North
0i
67 07'48" East 60.44 feet; thence South 89 55'10" East 177.35 feet;
thence South 00 36'34" East 289.61 feet to a point on the North
r" p5 1i
right-of-way line of West Markham Street; thence along said North
right-of-way line North 89 55'14" West 436.86 feet; thence North 51
17'32" West 14.17 feet; thence along a curve to the left having a
radius of 550.00 feet, an arc distance of 127.96 feet and a chord which
u
bears North 57 57'27" West 127.0 feet; thence continuing along said
to left
e`�
curve the having a radius of 550.00 feet, an arc distance of .
21.09 feet and a chord which bears North 65 43'16" West 21.09 feet;
thence North 66 49'10" West- 26 feet; thence North 66 02'20' West '
\K
161.00 feet; thence North 6720' West 159.59 feet; thence along a
curve to the left having a radius of 468.00 feet, an arc distance of
L
188.13 feet and a chord which bears South 23 09'24" West 186.87 feet;
thence North 88 19'06" West 69.61 feet to the Northwest corner of the
Southeast 1/4 of the Northwest 114 of said Section 4; thence North
50.38 feet; thence along a curve to the right having a radius of 548.00
feet, an arc distance of 222.23 feet and a chord which bears North 27
09'42" East 220.71 feet; thence North 36 46'45" East 351.46 feet;
thence along a curve to the left having a radius of 468.00 feet, an arc
distance of 151.84 feet, and a chord which bears North 29 29'05" East
151.17 feet to the point of beginning containing 8.609 acres, more or
less.
R/W CURVE DATA
Z�
= 3,3031 '05"
T
= 82.02
R
= 272.36'
L
= 159 33'
C
= 157.07'
R_ CURVE DATA
0
cp,
ZL
L� =
45053'58"
T
32.82'
R =
77.50'
L =
62.08'
C =
60.44'
N 67° 07' 48" E
60.44'
( C H 0 R D)
3
d
rM
1
177.35' a
1);.fj �11y`� y
k�k r _ 1
R5i eel {
LOT 3
1.056 ACC
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L 0 T 4 CURVE DATA
ti `.L� = 85° 59' 52"
C)I.000 AGt �'! T = 2 2 6.00'
R = 242.36'
_wN
L = 363.78' W
zqt
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0
s� 6= S 42
55 10 E
_ w �, 330.58' M
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H-7
o>" '0
SWC W _ 3 -- - - S 00-04' 46" W j
R
-20.00 N
3o O - - J - - E`-L�� r;E
� - / 4G h�_u�. INE ' I R. _ R
1 40' 20' S45°04'46"W(GFiORD) - 0 .S444P55 4 (S,FiORDl
Ck 39'RAWWAT LINE_-- - - - - 92,43, - -- -- _
♦ 210.00' --- _C��♦ vi� 120.00'.. _� i 100.00_ i
3
50' L.R.M.W.W. EASEMENT (1f
(20'NORTH AND 30' SOUTH 50'L.R.MW.W. EASEMENT
OF EXISTING 39,R.W.L.) -
Mehlburger
Tanner
Robinson
&Associates
Architects-Engincm s
2oi SoWr 1:ard
r 0. go, 3837
L,ttk Rock AR 72203 3837
5011375 &=
Col"040MT IV
~Iburger Tonnor R°bmson
B P»x+°1fs
OMYM EV
DG 8i K P
CHECKED By
A►►ROV ED /Y:
-SCALE: I "= 40'
DATE:
AUGUSTs.
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285-112
III ENElT NO.