HomeMy WebLinkAboutS-0744 Map 10
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100 50 0 100 200
- KAKIS ROAD S 87'10'10"E 5 C A L E
- ROAD 14 0.00'
EXISTING 60 R/W - -
NO2°49'50"E-10.00'�B�' -~ ----
Q9 S 02049' 50" W - 10e00'
N42°10'10"W-56.57'(Cr�ORD) ,off`, �(�
S 47°49' "W - 56.57' (CHORD)
N 02049'S011E
68.182049'50"W - 68.18'
N 20005'17"W BG 1 II S 20°05'17"
391.80' (CHORD) E
�� 345.06'(cHor'r
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 2a07'00" West along said West right-of-way
line 503.25 feet; thence continuing South 2007'00" 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 42053'00" West 56.57 feet; thence North 87053'00" 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 8 P 59'47"
West 224.80 feet; thence North 71013'38" West 192.59 feet; thence North 710
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 88"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 64037'10" 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 17'04'36" 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 89047'00" 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 2r 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 20'
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 2o49'50" East 10.00 feet to the South right-of-way line of Kanis
Road; thence South 87o10'10" 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 2a49'50"
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 ff
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 40o44'23" 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.
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N 43° 00' 34" W
365e05' .�
hia-7a
S 43000'34"E
365e05'
S40"4423"E
�'Ne 52.30'(CHC -- C )
O.
12
13
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k
N 210 46' 46" W \
434.61'(CHORD) �C
S78'55'168E
51.911CHORD)
350
S 64a 3 7' 10" W
4 1 120.17' (CHORD)
"POINT OF BEGINNING"
D S 17004' 36OW
55.62' CriGR � )
NW CORNER LOT 4
KOGER EXECUTIVE CENTER
S 13044138"E
302.03'(,Ilor;- )
S 89047'00"W
60.00'
398.38'
O
S 88009' 52" W \
392.77'(CHORD)
N71a4716 W / \
178.34"
N 71 a 13' 38" W
192.59' -�
KOGER EXECUTIVE CENTER
UNIT I
PLAT BOOK A , PAGE 895
NE CORNER OF SECTION 9,
T-I-N,R-13-W
S 44008'46"W
82.66'
N87a53'W'W
11.55'--
N 81059'47"W
2 2 4. 80'(CHORD)
N42053'00"W
56.57' (CHORD)
S 02007'00" W
n 503.25'
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PROJECT
o z �(` {= a I
g J ` ' I CERTIFICATE OF OWNER CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF SG�IVEYING ACCURACY CERTIFICATE OF FINAL APPROVAL CERTIFICATE OF RECORDING
SITE Pursuant to the Little Rock Subdivision
a MONETi( We, the undersigned, Owners of the real I, Wes Lowder, do hereby certify that 1, Michael Watson, hereby certify that This document, number- filed for
estate shown and described herein, do this plat correctly represents a plan this plat correctly represents a boundary Rules and Regulations, and all of the
P y P y record 19
1. I hereby certify that we have laid off, made by me, and that the engineering survey made by me and boundary markers conditions of approval having been Pa a in Plat Book
ccw ` 1` y shown hereon actually exist and their completed this document is hereby
platted, and subdivided, and do hereby requirements of the Little Rock Sub- Y
} E NT / i n lay off, plat, and subdivide said real division Rulesand Regulations have location, type and material are correctly accepted. derThiher authority
is hereby
xE t estate in accordance with this plat. been complied with. shown. executed under the authority of said
LA
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1 j Rules and Regulation. Signed
N i (Signed)
Name Clerk
W 120 T H
..�--•� pate of Execution Planning
HICKORY HILL Ro u Date o Execution Name Date of Execution Registered Professional
0 xeCU lOnRegistered do ,.•^•.
Commission _ .. •,
r z Engineer No. o. ��-t - 'C• r�� •••.•
Surveyor N i A [ T
W z Address Arkansas Arkansas r/r` sir- �`'� NF... •.,Fyn
W Source of Title: O.R._Page / n vl,
A t ti ,1
niF' nl
a Instrument No. •E•^:¢ 'S ;• v
� Y i � PRnI•;.STEP.Eb �• t� s;
CEDAR �v_nlrjqs Ro 3 r ,: O
�'�r' CHERRY WOOD CT L.i GJ;�EE$ � -I]-.W -` }
i:14 �Gw 0.4943 r, /rjl i•�LI u
VICINITY MAP NTS jf
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Mehlburger
jTanner
Robinson
&Associates
Architects -Engineers
2oi Sortk hard
PO. Bar 3837
Little Rock. AR 722033837
5011375-53M
COPYRIGHT 19
Mehiburger Tanner Robinson
8 Associates
DRAWN NY:
G.
CHECKED BY:
APPROVED BY:
SCALE:
DATE:
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PROJECT NO.
28`: - 217