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CERTIFICATE OF SURVEYING ACCURACY
I, 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.
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.
Date of Execution M rk L. Wright
Registered Professional
Engineer No. 6074
Arkansas
A=12" 57' 42"
T=47.71'
R=420.00'
L=95.01' /
N14°45'39"E
O60.00'
2 0=12° 57' 42"�
T=54.53'
R=480.00'
L=108.59'
W
O
a
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.
//
Date of Execution L.R. anning
Commission
CERTIFICATE OF RECORDING
This dpcume•n_t,� rpumbe
-_
I' 1 '111 filed for r d
�-,
tvN, in Plot
Pai-
��Book
(�d(.f.(-Ile, J
(Signed)
S81°43'12"E
94,81' CHORD
S88012'03"E 421,31'
U N88-12'03"1
-N81°43'12"W
108.35' CHORD
SW CORNER -�
SE va, NW va �- N 88° 08' 01" W
SECTION 9
T-1-N, R-13-W
11
3 55.81'
10' DRAINAGE 8 UTILITY
EASEMENT - DEDICATED
THIS PLAT
572,79'
!J.I
am
L0
\`i
CON. MON._1110
PAGISII 2046-0141
,.f
;CITION
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= 046
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: ZA� -7
GREGMW77. SULLIVAN
AR PLS NO. 1096
GENERAL NOTES
Clerk
r
N65054'10'E
74.01'
in,N 890 56' 12" E ` 561.67'
�131.1a� - `•75 SEWER EASEMENT
45.0
17.DEDICATED THIS PLAT
�� IO 19
y/'1
SEWER 0(0 h
��j DEDICATED EASEMENT
THIS MPLAT
O V
Z
Z10
z I
(h 0 I
d N
do Lin I
c N
O N
O 7.6' DRAINAGE l 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
y�
N
°
15' UTILITY EASEMENT ___10\ P
DEDICATED THIS PLAT \ 0
lr�
S51.11'16"W
p=40' 36' 41" 11.1, '
T=155.41'
R=420.00'
L=297,70'
26' BUILDING SETBACK
N88012'03"W 521.74'
EXECUTIVE CENTER DRIVE�5'
i333.
S8f2'037 M5.0O' T1 k-�
LOT 6
t7.515 ACRES
25' BUILDING SETBACK
,30. ee4) vI I S88'12'03"E
0) I 62.24'
15' SEWER EASEMENT
/ DEDICATED THIS PLAT
LOT 16' DRAINAGE 8 UTILITY
:5.495 ACRES 4I EASEMENT - DEDICATED
t THIS PLAT
ZI
172. 428•
h II
2720_ I
10' UTILITY EASEMENT
/ DEDICATED THIS PLAT
- __J L - 200.8V
N 880 08' -0"Vu--7771 45,81' O
� 1 I
LOT ` LO f I IT
\ 32 ll 3 3o
f9
SANDPIPER WE ; -)I Ir
PLAT BOOK C, I'i,
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
-�40' 36' 41"
T=177,61'
R=480,00'
L=34D.23'
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.
�/
6
WESTROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
Name
Date
�of� 1Ef{x,(ecc�ution ROBERT A. VOGEL 6EN AL PARTNER
� ' i ' l Name
Date of Execution GUS BLASS II, GENERAL PARTNER OF
CAPITAL PROPERTIES. LTD.
q GENERAL PARTNER
2 rJ I Name
Datb of Execution CHESTER D. PHILLIPS, PRESIDENT
PHILLIPS DEVELOPMENT CORPORATION
GENERAL PARTNER
11219 FINANCIAL CENTER PARKWAY, SUITE 300
Address LITTLE ROCK, ARKANSAS 72211
Instrument No. 95-34737
I. J
00 15
'0 IP5tc9
v O /
0
Q
O.
S
15' UTILITY EASEMENT Q
DEDICATED THIS PLAT \ lS
PF 16
�F
II
Go I I
irr)I I
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,
Townshlp 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 88.08'01" West 745.81 feet; thence North
01054'59" 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
81943'12" West 108.35 feet to a point on the proposed
Easterly right-of-way line of Bowman Road; thence along said
proposed right-of-way line North 14.45'39" East 60.00 feet to
a point on the North right-of-way line of Executive Center
Drive; thence along said right-of-way line on a curve to the
left having a radius of 420.00 feet, an arc distance of
95,01 feet and a chord bearing and distance of South
81043'12" East 94.81 feet; thence continuing along said right-
of-way line South 88912'03" East 421.31 feet; thence North
01°47'57" East 50.67 feet; thence North 06.18'43" West 225.29
feet; thence North 00.03'48" West 161.70 feet; thence North
89056'12" East 561,67 feet: thence North 65.54'10" East 74.01
feet; thence South 27.36"17" East 433.27 feet to a point on
1C25'rfh right-of-way line of Executive Center Drive:
thence along said right-of-way line North 51011'16" East
311.21 feet; thence South 36.40'15" East 34519 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
bearing and distance of South 25.59'43" East 86.14 feet;
thence continuing along said right-of-way line South
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 4116 feet and a chord bearing and distance
of North 66.30'33" West 37.07 feet; thence along a curve to
the right having a radius of 325.00 feet, an arc distance of
149.24 feet and a chord bearing and distance of South
79.13'47" West 147,93 feet; thence North 87.39'51" West 35.94
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
Louth line of sold SW 1/4, NF 1/4. North 87.3745" WwA
116013 feet to the POINT OF BEGINNING, containing 33 842
acres, more or less.
S 87° 41' 30" E 550 09'
_ Ir
V,' UTILITY EASEMENT
DEDICATED THIS PLAT A=C-50 1$'
T=43,11'
R=930.00'
IPF
L=86.17'
S 250 59' 43" E
86.14'
CHORD
LEI
bI I 15' UTILITY EASEMENT
DEDICATED THIS PLATN
I I LOT 2wIA
t10.386 ACRESII EXISTING SLOPE
(0 LOT 1 EASEMENT
NI t8.126 ACRES L =26° 18' 37o T=75.96'R R=325.00'P.O.B. ZI I-1AQ 9d'
SE CORNER cp
SE 1/4, NW 1/4, 15' DRAINAGE a UTILITY S79013'47"W IPF d'
SECTION 9, I EASEMENT -DEDICATED 147,93' CHORD 19
THIS PLAT
T-1-N, R-13-W SIP S17°28'21"E
IPF -- 21 PF 2 8.7 4'
15' UTILITY EASEMENT IP 2 22 �20
DEDICATED THIS PLAT I
L
N87039
2' ot°
589.19' 0' UTILITY EASEMENT 35.94' T=27.62'
_�- ATED THIS PLAT
DEDIC 5 71.5 4R=25,00'
N 870 37' !45" W _I „SET S02°19'30"W L=41.76'
IT VIA K�160.73 Io N66030'33"W01 LC ? or I 4 .
aa `LO i °w14i E#rT. I
137.07' CHORD
9 I 9i
i 9i• , II
i i a I ,II I I II
'll
S,t +W,
A'
PIL T K \ P
STXT
PLANE
COORDINATES
CO)NORTHING
LASTING
T
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
1190115.9931
16
14737&1701
1191794.2610
5
147345.6845
1190008.7676
17
147356.0144
1192343.9013
6
147403.7044
1190024.0546
18
147278.5935
1192381.6539
7
147390.0508
1 1901 17.8768
19
146964.6555
1 192553.4710
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
200 100 0 100 200
SCALE
�%%%t p1ST
• STATE
• ARKA A ••:
NO 1 -
1001111�i111111`x``,`,
10809 Executive Center Drive
Suite 210
Little Roxk, AR 72111.6021
Telephone 501-221.7880
Fax 501.221.7882
CONSULTANTS, INC.
SCALE I
-1" 100'
DRAWN BY
BRW
DATE 1-31-96
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