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_KANIS ROAD
EXISTING 60' R/W - +
NO2°49150"E-10.00' o
N42°10' 10" W- 56.57'(CHORD)
N 02°49 150"E
PROPERTY DESCRIPTION
I
100 50 0200
S 87010'10"E SCALE
14 0.00'
S 02049' 50" W - 10.00'
•wS 47049' 50OW - 56.57' (CHORD)
-S 02049'50EW - 68.181
I
N 20005117"W S 20°05'17"E
391.80' (CHORD) 345.06'(CHORD)
Part of the Northeast 1/4 of Section 9, T-1-N, R-13-W, Pulaski County,
Arkansas, more particularly described as follows:
Starting at the Northeast corner of said Section 9; thence South W
08'46" West 82.66 feet to a point on the West right-of-way line of
Shackleford Road; thence South 2o07'00" West along said West right-of-way
line 503.25 feet; thence continuing South 2o07'00" West along said West
right-of-way line 150.00 feet; thence along a curve to the left, having a
radius of 40.00 feet, an arc distance of 62.83 feet, and a chord which
bears North 4 f 53'00" West 56.57 feet; thence North 87°53'00" West 11.55
feet; thence along a curve to the right, having a radius of 1095.89 feet,
an arc distance of 225.80 feet, and a chord which bears North 8f 59'47"
West 224.80 feet; thence North 71713'38" West 192.59 feet; thence North 71"
47'16" West 178.34 feet; thence along a curve to the left, having a radius
of 572.88 feet, an arc distance of 400.90 feet, and a chord which bears
South 89'09'52" West 392.77 feet; thence South 68007'00" West 398.38 feet;
thence along a curve to the left, having a radius of 985.00 feet, an arc
distance of 120.25 feet, and a chord which bears South 6C 37'10" West
120.17 feet to the POINT OF BEGINNING; thence along a curve to the left,
having a radius of 40.00 feet, an arc distance of 61.50 feet, and a chord
which bears South 17004'36" West 55.62 feet; thence along a curve to the
right having a radius of 660.10 feet, an arc distance of 304.73 feet, and a
chord which bears South 13044'38" East 302.03 feet to the Northwest corner
of Lot 4, Koger Executive Center as recorded in Plat Book A, Page 895;
thence South 89°47'00" West 60.00 feet; thence along a curve to the left
having a radius of 600.10 feet, an arc distance of 444.72 feet and a chord
which bears North 2 i 46'46" West 434.61 feet; thence North 43000'34" West
365.05 feet; thence along a curve to the right having a radius of 503.00
feet, an arc distance of 402.45 feet and a chord which bears North 20o
05'17" West 391.80 feet; thence North 2049'50" fast 68.18 feet; thence
along a curve to the left having a radius of 40.00 feet, an arc distance of
62.83 feet and a chord which bears North 42010'10" West 56.57 feet; thence
North 2049'50" East 10.00 feet to the South right-of-way line of Kanis
Road; thence South 87010'10" East along said South right-of-way line 140.00
feet; thence South 2049'50" West 10.00 feet; thence along a curve to the
left having a radius of 40.00 feet an arc distance of 62.83 feet and a
chord which bears South 47049'50" West 56.57 feet; thence South 2049'50"
West 68.18 feet; thence along a curve to the left having a radius of 443.00
feet, an arc distance of 354.44 feet and a chord which bears South 20"
05'17" East 345.06 feet; thence South 43000'34" East 365.05 feet; thence
along a curve to the right having a radius of 660.10 feet, an arc distance
of 52.32 feet and a chord which bears South 40a44'23" East 52.30 feet;
thence along a curve to the left, having a radius of 40.00 feet, an arc
distance of 56.48 feet, and a chord which bears South 78055'16" East 51.91
feet; thence South 37 27'35" East 60.64 feet to the POINT OF BEGINNING
containing 1.827 acres, more or less.
\� C
.2�, S 43000'34EE
F,A 365.05'
N 430 00134E W � �Q�G
365.05' ��
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VICINITY MAP NTS.
N 210 4614641 W
434.61'(CHORD)
PROPERTY LINE CURVE
DATA
CURVE
U
U
U
U
U
U
(7)
U
U
U
T
R
9CP0dO "
40.00'
40.00'
62.83'
56.57'
11046'26"
40a05'44"
06059'41"
88005'27"
26026'59"
42027'36"
45050'30"
89059'59"
113.00'
1095.89'
225.20'
224.80'
209.05'
572.88'
400.90'
392.77'
60.20
985.00'
[20.25' --
120.17'
38.69'
40.00'
155.13'
660IO'
304 73'
3C" 03'
233.13'
600.10'
212.69'
40.00'
503.00'
40.00'
ARC
CHORD
61.50'
55.62'
444.72'
434.61'
402.44
62.83'__
391.80'
56.57'
CURVE
10
II
12
13
T
9000301"
45050' 30"
04*32'28"
80054'22"
40.00 --
_
187.32
443.00' ___
354.44'
345.06'
_26.17 -- -
660.10'
52.32'
34.11'
R
40.Od
40,0_0'
ARC
62.83'
56.48'
CHORD
56.57'
52.30'
51.91'
S 40044' 23 E S 78°5 5' 16`E
52.30'(CHORD) 5191'(C
HORD)
i
S 37°27'35"E,�
60:64'
jO� S 640 3 7' 10" W
4 120.17' (CHORD)
"POINT OF BEGINNING"
S i 7°04' 36"W
55.62' (CHORD)
I
\�
NW CORNER LOT 4
KOGER EXECUTIVE CENTER
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 o Execution Name
Address
Source of Title: D.R. ,Page
Instrument No.
S 13°44' 38EE
302.03'(CHORD)
S 89°47'WW
60.00'
CERTIFICATE OF ENGINEERING ACCURACY
398.38' V v
I, Wes Lowder, do hereby certify that
this plat correctly represents a plan
made by we, and that the engineering
requirements of the Little Rock Sub-
division Rules and Regulations have
been complied with,
Date of Execution Registered Professional
Engineer No.
Arkansas
S 88009' 52" W 1 ��
392.77'(CHORD)
N 71047' 16"W %t
178.34' /
N 71 a 13' 38" W
192.59' -�
KOGER EXECUTIVE CENTER
UNIT I
PLAT BOOK A , PAGE 895
CERTIFICATE OF SURVEYING ACCURACY
I, Michael WdLSOn, 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.
Date o. xecuiloon Registered Land
Surveyor No.
Arkansas
NE CORNER OF SECTION 9,
T-I-N,R-13-W
I.PF
S 44a08'46"W
82.66'
N 87a 53'00" W
11.55'--
N 81059'47"W
2 2 4. 80'(CHORD)
N42053'00"W
56.57' (CHORD)
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 L.R.anning
Commission
1
- S 02007'0(3"W
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S 02a 07'00" W
150.00'
CERTIFICATE OF RECORDING
This document, number filed for
record 19 ,iin Plat Book
Page
Signed
Name Clerk
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PE,:1S7IrED 7�: N41as; �
rnof;sslosL
"A'GIINEE& Li =�.=s wo., a
No.4943
c-,
mehlburger
Tanner
Robinson
&Associates
Architects -Engineers
201 South hard
PO. Box3837
Littk Rork. AR 72203 3837
5011375 5331
COPYRIGHT 19
Mefllburger Tonnw Robinson
9 Associates
DRAWN w:
CHECKED BY:
APPROVED BY:
ECAIE:
I " = 100'
DATE:
II-05-86
mehlburger
Tanner
Robinson
&Associates
Architects -Engineers
201 South hard
PO. Box3837
Littk Rork. AR 72203 3837
5011375 5331
COPYRIGHT 19
Mefllburger Tonnw Robinson
9 Associates
DRAWN w:
CHECKED BY:
APPROVED BY:
ECAIE:
I " = 100'
DATE:
II-05-86
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