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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.
Signed
Date of Execution Name
Address
Source of Title: D.R.-Page
Instrument No.
CERTIFICATE OF SURVEYING ACCUPACY
I, Michael Watson, hereby certify that
this plat correctly represents a boundary
survey made by me and boundary markers
shown hereon actualij exist and their
location, type and material are .orrectly
shown.
Date ot Lxecution Registered Land
Surveyor No.
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 nave
been complied with.
NW CORNER NE 1/4 NW 1/4
I PF SECTION 4, T-I-N, R-13-W
SCO001109" E
660.03'
NW CORNER S I/2
NE 1/4 NW 1/4
SECTION 4, T-I -N, R-13-W
_S 8_8042r52°E 395.38'
-'10' UTILITY EASEMENT -
- - - - - - -
S 29029r05"W
151.17' (CHORD)
R/W CURVE DATA
TRACT 'B' / � L = 180 35' 22"
T = 76.'
2.532 ACRES t
110301 SQ.FT. '- L = 151.84
I.PS. R = 468.00'
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2I
Date of Execution Registered Professional a
xe
Engineer No. w
Arkansas } I /
CERTIFICATE OF FINAL APPROVAL a
Pursuant to the Little Rock Subdivision - - - - -
Rules and Regulations, and all of the
conditions of approval having been
completed, this document is hereby j
accepted. This Certificiate is hereby
executed under the authority of said I �/
Rules and Regulation. 777111
f � LP.S.
S 35
Date of Execution L.R. Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for
record 19_, in Pla : look
Page
Signed
Name Clerk
VICINITY MAP
C9
I PS ` s�,4E,i y 56.77T
:)v �1�g25"ry L - 055V 6 1
5� LP T
L - 6. 80,
ROCK CREEK R 548.00
FLOOD WAY
4-S 27°3'42"W
o 220.'(C tpl i
R/W CURVE DATA /
_ Ll = 23014.
F' T=II2.�6'
L = 22;23'
O ; R = 54 00'
Z /
/ I- PS
j N230 &24"E
\ 186.87 (CHORD)
DRD)
DATA
R/W CURVE DATA
,ns = 23' 01' 56'
T = 95.35'
L 188.13'
4 6 8.00' C k
N I '47"E
87.37' CHORD) /
-- --
I
LIPS. �69.61' I.PS.
NW CORNER SE 1/4 NW 1/4 N 880
19E 06r W
SECTION 4,T-1-N, R-13-W
R/W CURVE DATA
L = 1004241
T = 43.87'
L = 87.49'
R = 468.00'
0' ACn.t %'SAS
!Ro}c:ss.toSAL
£`;GISEER
No.4943
T ARk,vFFA5 z'
NO.a17 V
' --
(�
11TTLE ROCK
�g g AP9 ¢5 RA P
CIri"L V11s'•a ,c E'oY
FtA vs?.PPi oDVFD �y
fASEPhGPJ T APPROVED 0z f
EASEMENT REQUIRED
DATE
Ely"
MARKHAM COMMERCIAL SUBDIVISION
PLAT BOOK C, PAGE 008
ifixil
LOT EASEMENTAPPRO*D
EASEMENT R:EDUIRLD ,,V ••
/
20213 SQ. FT. +
180.43'
2 50.04
NORTH
72.85'
F4
O
� 0 LV 4
40 30 20 0 40 so
LEI-�..I-------
SCALE
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 in Section 4, T-I-N, R-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 00a01'09" West 660.03 feet to the
Northwest corner of the South 112 of the Northeast 1/4 of the Northwest 1/4
of said Section 4, said point being the POINT OF BEGINNING; thence South 880
42'52" East 395.38 feet to a point on the West right-of-way line of Bowman
Road; thence along said West right-of-way line on a cruve to the right
having a radius of 468.00 feet, an arc length of 151.84 feet and a chord
which bears South 29029'05" West 151.17 feet; thence continuing along said
West right-of-way line South 38146'45" West 351.46 feet; thence continuing
along said West right-of-way line on a curve to the left having a radius of
548.00 feet, an arc distance of 222.23 feet and a chord which bears South
27009'42" West 220.71 feet to a point on the West line of said Northeast
1/4 Northwest 1/4; thence North along said West line 610.82 feet to the
POINT OF BEGINNING containing 2.651 acres, more or less.
AND
Part of the Northeast 114 cf the Northwest 1/4 and part of the
Southeast 1/4 of the Northwest 114, all in Section 4, T-1-N, R-13-W,
Pulaski County, Arkansas, being more particularly described as follows:
Starting at the Northwest corner of the Southeast 1/4 of the Northwest
1/4 of said Section 4; thence South 88019'06" East 69.61 feet to the POINT
OF BEGINNING, said point being on the East right-of-way line of Bowman
Road; thence along said East right-of-way line on a curve to the right
having a radius of 468.00 feet, an arc length of 188.13 feet, and a chord
which bears North 23a09'24" East 186.87 feet to the Southwest corner of Lot
8, Markham Commercial Subdivision (Plat Book C, Page 008); thence South 67'
45'20" East 159.59 feet to the Southeast corner said Lot 8; thence South 66'
02'20" East 161.00 feet to the Southeast corner of Lot 7, said Markham
Commercial Subdivision; thence South 66049'10" East along the South line of
Lot 6, said Markham Commercial Subdivision 100.26 feet; thence continuing
along said South line of Lot 6 and Lot 5, on a curve to the right having a
radius of 550.00 feet, an arc length of 149.05 feet and a chord which bears
South 59003'21" East 148.59 feet; thence South 51°17'32" West 14.17 feet to
a point on the North right-of-way line of West Markham Street; thence North
89055'14" West along said North right-of-way line 418.65 feet; thence North
72.85 feet; thence North 88a19'06" West 180.43 feet to the POINT OF
BEGINNING containing 1.63R acres, more or less.
SWBT CO.
EassTemt Approved ✓.
Easement Required
Date /0
By f >
,-T T b /
224.56'
N 890 55' 14" W
umealto Moor 221 E C+ONOI
WOfNM/9llr O 5M;77�624a """s 77JOt
uruNy
NO ADDITIONAL EASEMENTS REQUIRED
❑ ADDITIONAL EASEMENTS ARE REQUIRED
As w
BY -
DATE:
90
I.PF. 21.09' LOT 5
I.P.F. S59.03'21"1
R. CURVE DATA
'n� = 150 31'37"
T = 74.98'
L = 149.05'
R = 550.00'
194.09'
WEST MARKHAM STREET 80'R/W
(48'BC-BC)--
418.65' I PF.
LOT . 4
>51°17'32"E
14.17'
Mehlburger
Tanner
Robinson
Robinson
&Associates
Architects -Engineers
20! Sorfklzord
P 0. 8u 3837
Little Rock, AR 72203 3837
5011375-,SIU
COPYRIGHT 19
Mehlburger Tanner Robinson
9 Associates
DRAWN MY:
G.
CHECKED BY:
APPROVED BY!
SCALE:
I 40
GATE:
_10-30-86
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PROJECT NO.
285 - 112
SHEET NO.