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CERTIFICATIONS
CrRTIFICATE 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 of Execution
CERTIFICATE OF SURVEYING ACCURACY
I, Wes Lowder 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.
(Signed)
Date of Execution Name, Registered
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 Subdivision
Rules and Regulations have been complied with
(Signed)
Date of Execution Name, Registered
Professional
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.
AddressMEIS BLVUCTR Land Surveyor No. Engineer No. 4943 uate of Execution
JACKSONVILLE,FLA. 834_, Ark. Arkansas
Source of Title: D.R. Page
Instrument No.82-20732
West 190.00 feet to a point; thence North 86024'52" West 195.06 feet
PROPERTY DESCRIPTION to a point; thence along a curve to the right, having a radius of
MEM 481.65 feet, a central angle of 170, and a chord which bears North
A parcel of land in the Northeast L of Section 9, Township 1 North, Range 13 79023'00" West 142.38 feet, an arc distance of 142.91 feet to a point;
West, Pulaski County, Arkansas, more particularly described as follows: thence North 70053'00" West 145.00 feet to a point; thence along a
curve to the left, having a radius of 435.44 feet, a central angle
Commence at the Southwest corner of the Northeast 1. of said Sec- of 41045'00", and a chord which bears South 88014'30" West 310.3�
Lion 9; thence along the South line of said Northeast South feet, an arc distance of 317.27 feet to a point; thence South 67 22'00"
87036'49" East 1,430.11 feet to a point in the boundary of that certain West 318.76 feet to a point; thence along a curve to the right, having
property described in a deed filed for record on June 16, 1982, as a radius of 319.17 feet, a central angle of 18034'21", and a chord
instrument No. 82-20732, in the public records of Pulaski County, which bears South 76 39'10" West 103.01 feet, an arc distance of
Arkansas thence along the boundary of the property described in 103.46 feet to a point; thence along a curve to the left, having a
said deek the following six (6) courses and distances: 1) North radius of 40.02 feet, a central angle of 83036'21", and a chord which
19035'12" West 176.91 feet; 2) North 28040'00" West 358.49 feet; bears South 44 08'09" West 53.33 feet, an arc distance of 58.37 feet
3) along a curve to the right, having a radius of 930.00 feet, a to a point; thence North 02020'00" East 382.34 feet to a point; thence
central angle of 310, and a chord which bears North 13010'00" West North 00 32 00 West 71.11 feet to the Point of Beginning. Containing
497.10 feet, an arc distance of 503.22 feet; 4) North 02020'00" East 567,543 square feet, or 13.029 acres, more or less.
463.00 feet; 5) North 00032'00" West 70.00 feet; and 6) North
89047'00" East 60.00 feet to the POINT OF BEGINNING; thence con-
tinue along the boundary of the property described in said deed, 36..90 Ps.
the following six (6) courses and distances: 1) North 89047'00" East Z
100.20 feet; 2) North 68007'00" East 515.00 feet; 3) South%71047'16"
East 504.58 feet; 4) South 87053'00" East 373.34 feet to a point in / I I°
OD
the westerly right-of-way of Shackleford Road; 5) along said right- /
of -way South 00 31'34" East 252.77 feet; and 6) continue along said
N
(Signed)
L.R. Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for
record 19 , in Plat Book
Page
(Signed)
jName Clerk
right-of-way South 02007100" West 161.50 feet to a point; thence
along a curve to the left, having a radius of 40.00 feet, a central Oo 326
angle of 900, and a chord which bears North 42053'00" West 56.57
feet, an arc distance of 62.83 feet to a point; thence North 87053'00" y I s. 04 58
o E , - I/V 76.1
6�° O.(` O -15' Drainage 8t Utility Easement _`.46r q W,, TPS.
N LPS.
15' Drainage 8 Utility Easement_!
Point of Beginning" /\ \\ �\ i 8t B.L.
\ 15' B.L. 15' B.L.
N 890 47' 00" E / \ \\
i
3 100.20' \ \\ W
1 PS
1 PS
15' Drainage 8t Utility Easement \ LOT 3 h
\ N \ 118,766 SQUARE FEET
N-; 8t BL \ N
DR.
VICINITY MAP
IP, ILGRIM
j HERMITAGE Rn
PROJECT
SITE
ZICHERRV WOOD CT
SUMMERHILL CT
1
Or MONET1iE II
1.:
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6B I.R S 870 53' 00" E 373. 34'
`-__- _ ..
�7
15' Drainage Ik Utility
Easement 81 B. L.
M \\\ 2.726 ACRES
$ LOT 215'B.L.0113900 SQUARE FT. I 15 B. L.
Z\AGE T�.,2.615L1GRFS25' B.L. \ .
LOT 4
114,218 SQUARE FT.2.622 ACRES
a,
N 6OoW' CURVE NO.6 25' B.L.
p (Chord)
° CURVE
jE'
10DRAINAGE 81 UTILITY - -_- - ASEMENT- 5 EA SIDE OF LR6 S ( 31 2RTY LINEvPROPERTY LINE CURVE NO.8I I W
15' B.L. (Chord) 25'BL. o-LOT
\\ S 810 21' 36" W -__ CURVE N0. 9
CD 126,684SQ1ARE FEET 40' B.L.- M
CD
10
(Chord)
' \ \ __2 39; 42'- z I N 77`46, 31„ W 2.908 ACRES I =
15 B. L. \IPS LRs.
I.P.S.
Ups
- - --- \ N�°S3r00Nw CURVE N0. I I �
• ::7
�43 T 23 00" W 1 I 52.00' 25' B. L. (chord) I n P.F.
Cc 00 las -124 ''---I i , 1 - - - _ -- -- --- S 4700 5 0' W s,.
.. •' - LPS.
_ I
--------- - - - - TER _ -:- L.
O
�6r / LPs. - - - - - - CURVE No. 3 Ps I LPS
N 47 55 26 W No.7 $ 88014' 30" W 310.32' N �Q°s3'
p61.51' (Chord)__ ,-- °2200 ,,C��� (Chord) /QSQ 00V
LPs. S 74,35 34 W S ro G� O
"Point of Beginning VE N0. 2 -�
Z UPS. / -J N 89°47'OO E Chord
�, Ve N 89° 47' 00' E 60.00
IPS
2 0 N 74 23 00 W
�. 5 6'I° 2 N o7o0 ' W 142.38'
a LP5
�- URVE NO. 4
"S (Chord) N2°2000'E
463,00
S 760 39' 10" W
CURVE NO. 5 103.01'
IV$ (Chord)
S 4400809 W N13°iQoo'w 49z1o'
°
53.33' ' R - 930'
\ ARC - 503, 22'
N 28° 40 00 " W
358.49
N 19° 35'12" W
S 870 36' 49" E 176.91'
1430.11
S.W. Corner N.E 1/4, SECTION 9,-
T-I-N, R-13-W - Also
'Point of Commencement"
31
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00
N 1:V
Z�I jI 10' DRAINAGE 81 UTILITY
T' i EASEMENT -5 EA. SIDE
� OF PROPERTY LINE
25' B.L. I � N 87°53'00" W
CURVE N0. 10 I 15.00'
I Lps
(Chord) LPC-, j 1 N2°07'00"E
CURVE NO.
T
R
ARC
1.
900uu'00"
40.00'
40.00'
62.83'
2.
17"00'00"
71.98'
481.65'
142.91'
3.
41045'00"
166.06'
435.44'
317.27'
4.
18034'21"
52.19'
319.17'
103.46'
83036'21"
35.77'
40.00'
58.37'
6.
100030'54"
48.10'
40.00
70.17'
1402;'06"
32.86'
259.17'
65.37'
8.
27057"57"
123.36'
495.44'
241 81'
9.
13047'03"
59.89'
495.44'
119.19,
10.
17000'00"
63.02'
421.65'
125.11'
11.
90000'ow,
40.00'
40.00'
62.83'
I
I 15' DRAINAGE
81 UTILITY
EASEMENT--
75180.00 I
LPs
N 89021'08" W 195.06' N 87053'00" W 190.00' --�
(D
- -- _ -
0
DRIVE " 93,975 SQUARE FEET
Rs 2.157 ACRES
N 860 24' S2 "W 195.06' N 870 53'00" W 19 F5 o
0.00 ' o
CURVE NO. I ~O
Chord
N 420 53'00" W 'RS N OO
56.57' J
LOT N0,
SQ. FEET
ACRES
Lot 1
126,664
2.908
Lot 2
1
113,900
2.615
Lot 3
118,766
2.726
Lot 4
114,218
2..622
Executive
Ctr.Dr. R/W 93,975 2,157
Total 567,543 13.028
Note: Executive Center Drive Rights -of -way is being dedicated by this plat.
NOTE. ADDITIONAL EASEMENTS EXIST ON SUBJECT PROPERTN
AND ARE FILED UNDER SEPARATE INSTRUMENTS
Mehlburger
Tanner
Renshaw
& Associates
ArchitectS-Engineers
Little Rock
El Dorado
>,rkama.
COPYRIGHT 19
Mehlburger Tanner Renshaw
8, Associates
DRAWN BY
sdn
CHECKED BY.
APPROVED BY
scALr 15011
DATE-
Nov. 19, 1982
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PROJECT NO.
282 - 147