HomeMy WebLinkAboutS-0740 Map 30
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_ KANIS ROAD
EXISTING 60' R/W
N 02°49' S0"E-10.00'
N42010' 10" W- 56.57'(CHORG
N 02049'5011E
68.18' bmww�
N 20005' 17-W a
391.80' (CHORD) �
PROPERTY DESCRIPTION
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 44'
08'46" West 82.66 feet to a point on the West right-of-way line of
Shackleford Road; thence South 2007'00" West along said West right-of-way
line 503.25 feet; thence continuing South 2007'00" West along said West
right- f-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 42°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 81 59'47"
West. 224.80 feet; thence North 71013'38" 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 W 09'52" West 392.77 feet; thence South 68°07'00" 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 64°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 17`O4'36" 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 13°44'38" East 302.03 feet to the Northwest corner
of Lot 4, Koger Executive Center as recorded in Plat Book A, Page 895;
thence South 8V 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 21° 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 200
05'17" West 391.80 feet; thence North 2049'50" East 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 47°49'50" West 56.57 feet; thence South 2°49'50"
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 40044'23" 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 37027'35" East 60.64 feet to the POINT OF BEGINNING
containing 1.827 acres, more or less.
S 870100 10" E
140.009
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100 50 O 100 200
SC�,LE
S 02049'50`W - 10.00'
10 S 47049AwnW - 56.57' (CHORD)
kwwmo S 02° 49' 50O W - 68.18'
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S 2(°05'170E
345.061CHORD)
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S 43000'340E
F,p 365.051
N 43000'34" W/` - S4(r44238E
365.05' F 52.30 (CHORE
Sp,
12'
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ANIS ROAD __.% '�7 Y- ':• _�II ._�
PROJECT
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CEDAR PRI GS RD i.'.•
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CMERRYw00D, CT
VICINITY MAP N.T.S.
i, 71
N 210 46146" W
434.611CHORD)
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
Jay off, plat, and subdivide said real
estate in accordance with this plat.
j�igned
Data of Execution Name
ddress
Sou•ce of Title: D.R. _Page
Instrument No.
PROPERTY LINE CURVE
DATA
CURVE
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ARC
CHORD
30°00'CY'
40.00'
40.00'
62.83'
56.57'
I I°46 26'
'
113.00'
1095.89'
225.20'
224.60'
40°05 44
"
209.05'
572.88'
400.90'
392.77'
°
06 5941'
60.20'
985.00'
[20.25'
120. 17'
88°05'27"
38.69'
40.00'
61.50'
55.62'
° „
26 26'59
15513'
660 10' -
304.73'
302.03'
42°27'36
233.13'
600.10, -
444.72'
4 34.61'
a
45 50'30'
212.69'
503_00'
a „
89 59'59
40.00'
40.00'
_402`44'
391.80'
62.83'
1 56.57'
CURVE
10
11
12
13
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----------
ARC
CHORD
90°00'01"
40.00' -
40.00'
- - ---
62.83'
56.57'
45050' 30"
C4°32'28"
80054'22"
34.11'
187.32' - -
443.00'
_- _ --
354.44'
345.06'
26.17'
660.10'
- - ----
52.32'
52.30'
40.00'
----------------
56.48'
51.91'
C3,
- ---
--
S78'55'i6nE - S 88009'52" W
51.911CHORD) / 392.77'(CHORD) /
S68°07'00"W N71°47'16"W \
" E398.38 176.34 / N?lal3'38"W
192.59' --�/
N,✓ S 64° 3 10" W
4 120.17'(CHORD)
POINT OF BEGINNING"
' S 17'04' 36"W
55a62' (CHORD)
'S 13044' 38NE
302.O3'(&I0RC',)
S 89047'00"W
60.00'
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.
Date Of Execution Registered Professional
Engineer No. Yf�3
Arkansas
KOGER EXECUTIVE CENTER
UNIT I
PLAT BOOK A , PAGE 895
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.
e o xecu ion Regis and
Surveyor No.; { >
Arkansas
NE CORNER OF SECTION 9,
T-I-N,R-13-W
I.F'F.
S 44008'46"W
82.66'
1
N87053'00"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
S 02007'W' W
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CERTIFICATE OF RECORDING
This document, number filed for L�
record 19_n in Plat Book
Page
Signed
Name Clerk
✓ AG.711N'SAS ��
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No.4943 ,
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Mehtburger
Tanner
Robinson
&Associates
Architects -Engineers
201 Smile hard
PO. Box3837
Lalk Rmt AR 722033R77
5011375 5331
COPYRIGHT 19
Mahlburger Tanner Robinson
8 Associates
DRAWN BY:
G.
CHECKED BY:
APPROVED MY:
SCALE;
I" = IOU'
DATE:
LI - 05 --86
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PROJECT NO.
285 - 217
WEFT ND.