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CERTI FICATIONS
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.
CERTIFICATE OF SURVEYING ACCURACY
I, Wes Lowder hereby certify that
this plat correctly represents a buundary
survey made by me an( boundary markers
shown hereon actually exist and their
location, type and material are correctly
shown.
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)
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.
(Signed)
ROGER OFFICE PARKS, INC.
By,
Date of ExecutionPRESIDENT
Address399613wacm.
JACKSONVILLE,FLA.
(Signed)
Date of Execution Name, Registered
Land Surveyor No.
834 Ark.
(Signed)
Date of Execution Name, Registered
Professional
Engineer No. 4943
Arkansas
Date of Execution L.R. Planning
Commission
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 D E S C R
I PT 10 N
'to a point; thence along a curve to the right, having a radius of
481.65 feet, a central angle of 170, and a chord which bears North
A of land in the Northeast 4 of Section 9, Township 1 North, Range 13
79023'00" West 142.38 feet, an arc distance of 142.91 feet to a point;
parcel
West, Pulaski County, Arkansas, more particularly described as follows:
thence North 70053'00" West 145.00 feet to a point; thence along a
I
curve to the left, having a radius of 435.44 feet, a central angle
Commence at the Southwest corner of the Northeast ; of said Sec-
of 41045'00", and a chord which bears South 88014'30" West 310.32
feet,
tion 9; thence along the South line of said Northeast ;, South
an arc distance of 317.27 feet to a point; thence South 67022'00"
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 f8et, 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 deed, the following six (6) courses and distances: 1) North
radius of 40.N 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
32 71.11 feet
central angle of 310, and a chord which bears North 13010'00" West
North 00 00 West 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 00°32'00" West 70.00 feet; and 6) North
I.P.S.
G• h
CERTIFICATE OF RECORDING
This document, number filed for
record 19_, in Plat Book
Page
(Signed)
Name Clerk
89 47'00" East 60.00 feet to the POINT OF BEGINNIN t ence con- \ 90 I.P.S.
tinue aloe the boundaryof the property described in said deed,
the following six (6) courses and distances: 1) North 89047'00" East 7�
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 ° \ S
the westerly right-of-way of Shackleford Road; 5) along said right- \ 0
of South 00 31'34" East 252.77 feet; and 6) continue along said i i / N' N \\ / 4 � N
right-of-way South 02007'00" West 161.50 feet to a point; thence O
along a curve to the left, having a radius of 440.00 feet, a central 326j I v4S•. c
angle of 900, and a chord which bears North 42 53 00 West 56.5o y�5 / ¢ \ SO4 S
feet, an arc distance of 62.83 feet to a point; thence North.87.53.00 __ ° �•• / i I�{ l� Ls' N 7 \ _ 8 '
` 00 / Drainage aUtility Easement �2p�91 W
o O�
I.Ps 15 B.L. ;
\ \if Drainage & Utility Easement
VICINITY MAP
PILGRIM I•
F. :?
HERMITAGE RD.
F::t4Q o
PROJECT
SITE
r
DR.II I� // //�`
DR
CEDAR 1 PRIR.IGS
CHERRY WOOD CT.
SUMMERH6LL CT:
"Point of Beginning"\ I IP Ps S 87° 53'00° E
/
�� /� \ �\ 15' B.L. i 15' B.L. 15' B.L. 2z.'`I
N 89047'00" \ \ �r't�+---------------
3 100.20' �� / \ \\ w
y IPS� \ • \ N .IDrainage a Utility
a es. _ °
Easement 8t Q
O - \ \ LOT 3 0 0 � LPS
O_ �, Orglnage 81 Utility Easement \ 118,766 SQUARE FEET
\\NN0 2.726 ACRES f= LOT 2 15' B.L. I I
0 h-
\ �0)- 113,900 SQUARE FT. I 15' B.L.
Les. \\ O, "x iO'DRAIN� 8I UTILITY2.615ACRES
25' B.L. \�' 10' DRAINAGE 5 UTILITY �J EASEMENT 5- EACH SIDE
\ EASEMENT- 5 EA. SIDE OF LPP.S 84° 31' 2111E j i OF PROPERTY LINE w I
r \\ PROPERTY LINE W F-75.00'--- S. O 1
CURVE N0. 8 in I F 90
\� Q' 15' B.L. (Chord) 25' BIL. n . 0 0 LOT
\� S 81021'36"W_ o CURVE NO.9 N CM 126,684SQUARE FEET I M
LOT 4 _� �, I (Chord) I _
114, 218 SQUARE FT. \ \\ 31" W + 1 10' DRAINAGE et UTILITY 2.908 ACRES M
2.6 22 ACRES 15 B.L. \ \ _ 'Ps 118.91' 1 EASEMENT-5'EA. SIDE
\ _ - OF PROPERTY LINE , O
\ 1 1 i N87053'00"W (A
0) \\ _ _- - - -I.P.S. 25 B.L. I
N o LPs. _ - _ N?0° CURVE N0. 10 I PS 15.00'
M N / • • 53'OON \ (Chord) PI+ j N 2° 07'0011 E CURVE NO. I I
W� °23'00"W 1 I 52.00' 25' B.L.
_ �-124.65' �I I , -
I.Ps.
' � n' I
W' CURVE NO.6 25 B.L. _------- ----- LIPS. `'V,•� _
�6 LPs. - - - - -- - -CURVE NO. 3 /Q _ LP.S.15. E LPs
O N47°55�26"WCN0.7E / 3\$ ` S 88° 14' 30" W 310.32% N 100,5 •� N 87°53'00"W 11
O C1.51' (Chord » °2200 ����v� 3 0 0 a
N LPs S 74° 34 W 5 6 G -
`/� 6 93, 975 SQUARE FEET
N 65.20 �� '( _ I.PS. 2.157 ACRES
`$
I P.S • ••
Z 9047 00 E Chord
i ,� .. a
I.Ps. ° 53'00" W 190.00 I.Ps. � : o
2 C10 N 87 -�
/.. 5 6i° 2 N CURVE NO. 1 ` O
Chord or
N 420 53' 00" W Ps. N �
56.57' 0 LL
OEM
it t
CEM.
Z
0
J [18
w LT
n2O nTH [
Elm
v P. s
URVE NO. 4
I.PS. _-�• (Chord)
S 76° 39' 10" W
No 5 103.01'
CURVE
Ps. \\(Chord)
$440 08' 0911 W
55.33'
ARKLA GAS CO.
DATE:_ APPROVED: P-oz�
LITTLE ROCK WASTE WATER UTILITY.
DATE: ¢-P--r1 APPROVED�,� L
ARKANSAS POWER & LIGHT CO. �f
DATE: ^27 -$I APPROVED: _O. %�.�+•
LITTLE ROCK WATER WORKS
DATE: �.cH 8-3 APPROVED:
SOUTHWESTERN BELL TELEPHONE CO.,,,,
DATE: d1X3 APPROVED:
(Chord) �4500,0"N, LIDS.
" CURVE N0. 2 Point of Beginning -�
N 89°47'00" E 60.00' N 8 ..
N 79° 23' 00" W
o° 32'00" w 142.38'
70.00'
¢.
I
o:
N 20 20' 00" E
0
-N
463,00'
�
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O
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z
\ N 13° 10'00" W 497. 10'
p - 31°
R - 930'
ARC - 503.22'
N 28° 40' 00" W
358.49'
N 190 35'12" W
S 870 36' 49" E 176.91'
1430.1 I'
S.W. Corner N.E. I/4, SECTION
SCALE
T-I-N, R-13-W -Also
"Point of Commencement"
CURVE N0.
0
T
R
ARC
1.
90°Oii`00"
40.00'
40.00'
62.83`
2.
Z7°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'
7.
83036121"
35.77'
40.00'
58.37'
6.
100030'54"
48.10'
40.00
70.17'
7.
14027'06"
32.86'
259.17'
65.37'
8.
27°57'57"
123.36'
495.44'
241.81'
9.
13°47'03"
59.89'
495.44'
119.19'
10.
17000'00"
63.02'
421.65'
125.10'
11.
90000'00"
40.00'
40.00'
62.83'
0
- _ o
DF'IVE
N 86° 24'52"W 195.g6'
LOT N0.
SQ. FEET
ACRES
Lot 1
126,684
2.908
Lot 2
113,900
2.615
Lot 3
1183766
2.726
Lot 4
114,218
2.622
373.34'
b I.P.F.
(Chord)
S 47°07'00" W I �
O
' I.P.S. � •• : !Li
190.00' �
Executive
Ctr.Dr. R/W 93,975 2,i61
Total 567,543 13,028
Note: Executive Center Drive Rights -of -way is being dedicated by this plat.
NOTE. ADDITIONAL EASEMENTS EXIST ON SUBJECT PROPERTY
AND ARE FILED UNDER SEPARATE INSTRUMENTS
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Mehlburger
Tanner
Renshaw
&Associates
Architects -Engineers
Little Rock
El Dorado
I Arkansas
COPYRIGHT 19
Mehlburger Tanner Renshaw
5 Associates
DRAWN BY:
sdn
CHECKED BY:
APPROVED BY:
SCALE: III = 50n
DATE:
Nov. 19, 1952
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PROJECT NO.
282 - 147 "
SHEET NO.
- IBo.00 _
N 89°21'08"W 195.06'