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CERTIFICATE OF SURVEYING ACCURACY
l GREGORY T. SULLIVAN , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
2/5�9G %
Date of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT , hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Zl�(�lCi
Date of Execution M rk L. Wright
Registered Professional
Engineer No. 6074
Arkansas
J 0=12° 57' 42"
/ T=47.71'
R=420.00'
L=95.01'
N14045'39"E
0 60.00'
5
2 0=120 57' 42-"'/
I T=54.53'
R=480.00'
0 L=108.59'
Q
w
0
a
SW CORNER --�
SE 1/4. NW 1/4 1'2��
SECTION 9
T-1-N, R-13-W
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 certificate is hereby executed under the authority
of said rules and regulations.
2f
Date of Execution L.R. Oanning
Commission
CERTIFICAT F ECORDING
This d cument, t umberfiled for rg o d
„ L9,QQ/ , in Plat Book i, Page_
(Signed)
J
S81°43'12"E
94.81' CHORD
_U S88012'03"E 421.31'
•O N88012'03"W 3 55,617
-N81°43'12"W
108.35' CHORD
10' DRAINAGE 8 UTILITY
EASEMENT - DEDICATED
THIS PLAT
N 88° 08' 01" W 572.79
Clerk
r
N65054'10'E
74.01'
N 890 56' 12" E 561.67'
a()- DEDICATED 17,/ �7,5' SEWER EASEMENT
DEDICATED THIS PLAT
0(D I'r ,o/ �15' SEWER EASEMENT
/ DEDICATED THIS PLAT
O
Z
MCI
�N I
a0 L(i
° N I
(0N
O 7 5' DRAINAGE 6 UTILITY
Z rEASEMENT - DEDICATED
THIS PLAT
I / N01047'57"E
9 X 50.67'
MON.
NE CORNER
SE 1/4, NW 1/4
SECTION 9
T-1-N, R-13-W
IPF
\ N�
\ 61_
15' UTILITY EASEMENT
DEDICATED THIS PLAT \ 0
S51°11'16"W
p=40° 36 41 1. 1,
T=155.41'
R=420.00'
L=297.70'
25' BUILDING SETBACK
N88.12'03"W 521.74' i 29�a
EXECUTIVE CENTER DRIVE '4
_MW97'09r _ 45.0-SI-�iT�C'--•i
LOT 6
0.515 ACRES
s 25' BUILDING SETBACK
'a aD 130. ae4�') v1 I S88'12'03"E
� I CV) I 62.24'
o�
15' SEWER EASEMENT
/ DEDICATED THIS PLAT
W. LOT 3 !n
16' DRAINAGE 8 UTILITY
/ 35.495' ACRES V I EASEMENT - DEDICATED
i
THIS PLAT
ZI
172. 429•
O I /
z �I
N
111.2721•--10
�'� I I
/ -10' UTILITY EASEMENT
/ DEDICATED THIS 10 Q--
--- ___J L-200.81'
19
°
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.
WESTROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
�S�9G Name
Date Of 1/k
Execution ROBERT A. VOGIE N AL PARTNER
y Il(
rName
Date of Execution GUS GLASS II, GENERAL PARTNER OF
CAPITAL PROPERTIES. LTD.
Q GENERAL PARTNER
Name
Dat6 of Execution (HESTERD. PHILLIPS. PRESIDENT
PHILLIPS DEVELOPMENT CORPORATION
GENERAL PARTNER
11219 FINANCIAL CENTER PARKWAY, SUITE 300
Address LITTLE ROCK, ARKANSAS 72211
Instrument No. 95-34737
PROPERTY DESCRIPTION
Part of the Southeast 1/4 of the Northwest 1/4 and part of
the Southwest 1/4 of the Northeast 1/4, all in Section 9,
Township 1 North, Range 13 West, Little Rock, Pulaski
County, Arkansas, more particularly described as follows;
BEGINNING at the Southeast corner of said Southeast 1/4 of
the Northwest 1/4; thence along the South line of said SE
1/4, NW 1/4, North 88008'01" West 745,81 feet; thence North
01'54'59" East 438.84 feet to a point on the South right-of-
way line of Executive Center Drive; thence along said right-
of-way line North 88.12'03" West 335.81 feet; thence
continuing along said right-of-way line on a curve to the
right having a radius of 480.00 feet, an arc distance of
108.59 feet and a chord bearing and distance of North
81°43'12" West 1OA 35 feet to a point on the proposed
Easterly right-of-way line of Bowman Road; thence along said
proposed right-of-way line North 14045'39" East 60.00 feet to
a point on the North right-of-way line of Executive Center
Drive; thence along said rlght-of-way line on a curve to the
left having a radius of 420.00 feet, an arc distance of
9501 feet and a chord bearing and distance of South
81°43'12" East 94,81 feet; thence continuing along said right-
of-way line South 88°12'03" East 421.31 feet; thence North
01047'57" East 50.67 feet; thence North 06018'43" West 225.29
feet; thence North 00°03'48" West 161,70 feet; thence North
89°56'12" East 561.67 feet; thence North 65054'10" East 74.01
feet; thence South 27.36'17" East 433.27 feet to a point on
hA rth right-of-way fine of Executive Center Drive.
thence along said right-of-way line North 51.11'16" East
311.21 feet; thence South 36'40'15" East 345.19 feet; thence
South 87°41'30" East 550.09 feet to a point on the Westerly
right-of-way line of Centerview Drive; thence along said
right-of-way line on a curve to the left having a radius of
930.00 feet, an arc distance of 86.17 feet and a chord
I '
bearing and distance of South 25°59'43" East 8614 feet;
thence continuing along said right-of-way line South
t'
28.41'30" East 357,88 feet; thence continuing along said
right-of-way line South 17.28'21" East 28.74 feet; thence
along a curve to the left having a radius of 25.00 feet, an
arc distance of 4176 feet and a chord bearing and distance
of North 66'30'33" West 37,07 feet; thence along a curve to
610
the right having a radius of 325.00 feet, an arc distance of
.O
15
149.24 feet and a chord bearing and distance of South
11.
°
l�
79°13'47" West 147.93 feet; thence North 87'39'51" West 35.94
;
�00
feet; thence South 02°19'30" West 117.29 feet to a point on
the South line of said SW 1/4, NE 1/4; thence along the
IP.
south line of said SW 1/4. NF 1/4, North 81*37'45" Wo:.l
'
V
L_.'"
1160 /3 feet to the POINI OF BEGINNING, containing 33.842
acres, more or less.
15' UTILITY EASEMENT
DEDICATED THIS PLAT \ ��
PF16 S 870 41' 30" E 550.09'
f.....
_ _ Q S 250 59' 43" E
I 15' UTILITY EASEMENT ' 31„ 86.14050 18
DEDICATED THIS PLAT A --
T743.11' \ -_ CHORD
8 �. I R=930.00' MP �
Go L=86.17'
III
1011 15' UTILITY EASEMENT
DEDICATED THIS PLAT .
LOT 2
210.386 ACRES 01 I O EXISTING SLOPE
(D LOT 1 1`01 � EASEMENT
% I t8.126 ACRES 0 =26° 18' 37" 'r \
ZI I T=75.96'
R=325.00'
P.O.B. L=149.24'
SE CORNER I S79013'47"W
SE 1/4, NW 114 l \
15' DRAINAGE UTILITY pF
SECTION 9, THIS PEAT DEE DICATED 147.93' CHORD
FT-1-N, R-13-W
IP IPF � 11
POGISI O2046-0141 ^� ,�-88-° -01"-V1�- r- 745.181' O, P E-
)T 1 I' PIP
3 \ LOT LOf L:';"T I
/ LIiT� :32
r
(SSS
ff- %�; �Dl VION
i k.)ANDPIPER VVE )1
PLAT BOOK C, PA G� 0�; g
FL OOD PLAIN CERTIFICATION
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0010 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993
DATE: Z 'S ZAei,�j -7,2d4-,
GREG SULLIVAN
AR PLS NO. 1096
GENERAL NOTES
1. BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE - 1:39,000
-,6F40° 36' 41"
T=177.61'
R=480.00'
L=340.23'
15' UTILITY EASEMENT
I 2
22
DEDICATED THIS PLAT
N87°39'51"W
-- 589.19'
I I
IL._
( 0' UTILITY EASEMENT
DEDICA
I TED THIS PLAT
35.94'
__
- _ll
_-
-1
571.54'
it I ^ N 870 145" W
_ _ - -1
IP04T
S02019'30"W
137'
onAIN'e
T ; IC,I Lll Lr
'I�
L_'T
1 0 g"
16 .7i
I
_.
waIb
I
24
117.29'
ti i3 1t:: u. I +t)U
C'
19
LO',
L.t'l (11
lii VAIN E¢MT....
I f
19:
I
I 1")5
1`10
T
I' 1.01 I LG
II
PLANE
COORDINATES
NORTHINGUf
EA
TING
1
NORTHING
EAS
ING
1
146856.6561
1 191 182.3743
13
147843.9281
1 191 144.8443
2
146880.9460
1190436.9598
14
147459.9821
1191345.6062
3
147319.5375
1190451.6338
15
147655.0423
1191588.1060
4
147330.0804
1 1901 15.9931
16
147378.1701
1191794.2610
5
147345.6845
1190008.7676
17
147356.0144
1192343.9013
6
147v4O3.7044
1190024.0546
18
147278.5935
1192381.6539
7
147390.0508
1 1901 17.8768
19
146964.6555
1192553.4710
8
147376.8235
1190538.9774
20
146937.2372
1192562.1015
9
147427.4656
1190540.5681
21
146952.0131
11925281041
10
147651.3913
1190515.7994
22
146924.3688
1192382.7779
11
147813.0907
1190515.6207
23
146925.8337
1192346.8669
12
147813.7117
1191077.2862
24
146808.6418
1192342.1088
S17028'21"E
D28.74'
0=950 42' 01"
T=27,62'
R=25.00'
L=41.76'
N66030'33"W
37.07' CHORD
f
7 C
[� :) ) i,. � K
!A, PACaE 8c,
200 100 0 100 200
SCALE
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L}ISTEp,; �•,,,
STATE
ARKA A '.
NO I
:•
10804 Executive Center (hive
Suite 210
Little Rock, AR 72211-6021
Telephone 501-2214880
Fax • 501.221.7882
CONSULTANTS, INC.
SCALE :1r' = 100'
DRAWN BY :BRW
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