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NW CORNER
NEI/4 NWI/4
SECTION 4,
T-1-N, R-13-W ✓'I
_I
NW CORNER
S 1/2 NE 1/4 NW
SECTION 4,
T-I-N, R-13-W a
CERTIFICATE OF OWNER
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 this plat
= 4_ Signed
SEPTEMBER 9 1986 _
Date o xecutlon WILL.IAi M DANIELT1OMAS,JR.
CkNERAL PARTNER
q��REqL S.
�NTERST. UI TIF�LTD.
Li ROCK, A KA S4..
Source of Title. D.R.170V Page 559
nstrument No.
S 88e 42' 52" E -- - 395.38i
VICINITY MAP
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.
9 �"� P�` '° � Date of Execution T�i��anning �:.
Date of Execution gistere ro pssiona at of Ex-ecuiion egis ere an - ;,)nmissic
Engineer No. ,/93 Surveyor No. 7.67
Arkansas Arkansas
Y
S 88042'520E 273.86'
• 83.8`' • _ �► ..
S23°50'09uW 10' UTILITY /
(CHORD) 123.83 EASEMENT
R / W CURVE DATA ti ' R/W CURVE DATA
L = 18035'22" v� / n = 210 2551'
T = 76.59' +� / T = 103.70'
LOT I1
R = 468.00 / R = 548.00 Mp
L = 151.84' �O L = 204.97' 0.609 AC.#
C = 15 I. 17' tea) C = 2 0 3. 78'
�0 CURVE DATA
2000520'
o T 89.98,
R = 508.00'
40 = 178 11'
CERTIFICATE OF ENGINEERING ACCURACY
I. Wes Lowder.,do hereby certify that
this plat correctly represents a plan
made by me, and that the engineering
requirements of the Little Rock Sub-
division Rules and Regulations have
been complied with,
CERTIF'-CATE OF SURVEYING ACCURACY
1, Michael Watson. hereby certify that
this plat correctly represents a boundary
survey made by me and boundary rw.rkers
shown hereon actually exist anc their
location, type and material are correctly
shown.
Al
O '► C = 28a44'UTE
OHO 0 S34* 33104' 7 20' j
�.•� N�' (CHORD) '80.81 Ss� .
h C.)
a S38°46'45"W 8�e F
14.27' LOT 10 ,00
N 0601315" W (CHORo)472 ac+ ,��
/ 42.43' ,ham
R/W CURVE DATA cj
s
T = 30.00 / 7
R = 30' 1
�\ L = 47.
C = 42 4 3'
00RRLK Ii-CURVE DATA
6 = 34a41 51
T= 1 4 5.7 9
R/W CURVE DATA
= 23014'06" p�
T = 112.66' ^�
R = 548.00
L = 222.23, Q' �
C= 220.71' CV + L O T 8
S 36a43' V _ 0.478 AC*
(CHORD) 33.53'
QO ^ V6Ta
�R/W CURVE DATA
+� = 23001'56' A
T = 95.35' 9
� R = 468.00' `/
�� _ ! 88.13'
8 6.87'
o ` 15' UTILITY
EASEMENT
CV CURVE DATA
2 C = 390 09'40"
T = 180.70'
R = 508-00'
JIV _ � O� L = 34721'
�M M C = N 1934049'E
C;CV
010 (1)
Z 69.61' _ 180.43'
NW CORNER N 88019'06' W
SE I/4 NW 1/4 250.04' ----�
SECTION 4,
T-I-N, R-13-W
II,_ 00
Z ~�
R = 466.68
`/\99 e . L = 282.61'
s �2f 6 �� tis t83, S C= S 2878.320 E
�41• R/W CURVE DATA
s%y � 3Qa/ • L = 340 41' 51"
F, 3 F T= 13 6.42'
3' \ R = 436.68'
LOT 9 L = 264.45'
0.430 AC*
C 2 6 0.42' =
f S6a
R
Y-ALOT 7
0.658 ACA
N6
6 a � <,O4 \
\j
lye `
EXiS111�i 20'
SANITARY SEVVER /6/
EASEMENT
TOP OF
THIS AREA NOT INCLUDED
IN THIS PLAT �N
N 890 55' 14` W
LOT 6
0,533 ACA
LOT 5
0.755 At,*
vO
F_ CURVE DATA
0 - 2 011 48
T = IC 54'
R = 55C (x ::
L 2 109
G - 21.09'
N 65043' 16"W
CHCiRD) 2109' '�15' UTILITY
EASEM
IE CURVE DATA
L = .3a 1949 N 5705,'27N'
T = 64.27' (CHORD) 127.67'
R 550.00' '
L = 127.96' N51°17'3?r'W
C = 127.67' .4 17 -
N 81a53'45'1
29 70,
96' 6112Ef
CERTIFICATE OF RECORDINt.
This document, number filed for
record c t _ �o Plat @e:k
Page
Signed F
Name Clerk
�S`g1I Of
!, Aiia�l\rS,1S
RECIS"LP.ED
PROFESSIONAL
IN,
No.4943' y1`
R-
, _S LOB /1
EREQ
• •cInIT /M�
T' f• NtA VJc.t _
NO 957 _
428 84'
PROPERTY DESCRIPTION
Part of the Northeast 1/4 of the Northwest l/4 and part of the
Southeast 1/4 of the Northwest 1/4, all is Section 4, T-1-N,
P.-13-W, Pulaski County, Arkansas, being more particularly described
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" West 560.03
feet to the Northwest corner of the South 1/2 of the Northeast I/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
?.3.86 feet; thence South 3I 21'00" West 363.20 feet; thence along a
curve to tilt 101t,W4 f 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 157.07 feet; thence along a curve to the right having a radius of
77.50 feet, an arc distance 62.08 feet and a chord which bears North
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
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 havi"- a
radius of 550.00 feet, an arc distance of 127.96 feet and a chord which
bears North 57 51'27" West 127.67 feet; thence continuing along said
curve to the left 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 100.16 feet; thence Nnrt� 66 02'20" West
161.00 feet; thence North 67 45'20" West 159.59 feet; thence along a
curve to the left having a radius of 468.00 feet, an arc distance of
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 1/4 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 38 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" Fast
151.17 feet to the point of beginning containing 8.609 acres, more or
less.
201
7
R/W CURVE DATA FL CURVE DATA
G = 33 °31 '05" L = 45 a 53' 58"
T = 82.02 T = 32.62'
R = 272.36' R = 77.50'
L = 159.33' L = 62.08'
C = 157.07 ' i' = 6G.44'
'TUT
�S .0 T
2
Ov ( .
r
ti
N 670 07' 48" E
\ 60.44'
( CHORD)
CO
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iw
LOT 3
�
w
1.056 AC*
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L 0 T 4 \ J (t CURVE a DATA �'
G = 85 59'52"
0 1.000 ACA T = 226.00'
R = 242.36'
Q L = 3to3,78' LJJ
O C = S 42a 55Id' E It
330.58' 14)
Mehlburger
Tanner
Robinson
&Associates
Architects -Engineer's
xi Somm hard
P 0, 8az 3917
Little Rork. AR 722033837
501/375 5%=
CDITK,OMT �v
Menlburge, Tanner Robrts6n
B Assoclaln
DnAYYsI By
DG 81 K P
CNECKEO BY
APPROVED BY:
E LE: -111 40' _.._..-
GATE AUGUST 6,1986
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-- - -- - - - - - - - -- - -- -- - -- -- - - -- -- - -- - - - - --
50'L.R.M.W.W. EASEMENT 50'L.R.M.W.W. EASEMENT-
'/ (20' NORTH AND 30' SOUTH
OF EXISTING 39"R.W.L.) --,- _W-UT- . MAR C�HAM- STR-MT_Ool g/w_ --. ----
.n- $ (51'BCT09C)