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AF 18038
CERTIFICATIONS
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.
(Signed)
CERTIFICATE OF RECORDING
This document, number filed for
record 19 , in Plat Book
Page - --
(Signed) _
Name Clerk
MINI I Y
PILGRIM I
HERMIITAGE
Il'IL'1,'i
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�- ZC -83 ate of Execution ame gistered ti w_ L
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Date of Execution P ESIDEN T Date of Execution lame, istered Professional �% _- ° 1O
a e of 'Execution L.R. Planning a
Address39B6 BLVDCTR. Land Surveyor No. Engineer No. 4943 9 N Z p
JACKSONVILLE,FLA. r 834 Ark. Arkansas Commission
2
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Source of Title: D.R. _Page�I PROJECT
Instrument No.82-20732 SITE r MONETIE
West 190.00 feet to a point; thence North 86024'52" West 195.06 feet �i
PROPERTY DESCRIPTION to a point; thence along a curve to the right, having a radius of = +t a W
481.65 feet, a central angle of 17°, and a chord which bears North ceM. z t: >
A parcel of land in the Northeast of Section 9, Township 1 North, Range 13 79023'00" West 142.38 feet, an arc distance of 142.91 feet to a point;
thence North 70°53'00" West 145.00 feet to a oint; thence along a ; w
West, Pulaski County, Arkansas, more particularly described as follows: p 1 F Rr
curve to the left, having a radius of 435.44 feet, a central angle W e rH'.: /
of 41°45'00", and a chord which bears South 88014'30" West 310.32
Commence at the Southwest corner of the Northeast of said Sec- j r<
tion 9; thence along the South line of said Northeast '4, feet, an arc distance of 317.27 feet to a point; thence South 67°22'00"
South � -+
West 318.76 feet to a point; thence alon a curve to the ri ht, havim:l
87°36'49" East 1,430.11 feet to a point in the boundary of that certain g g _
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 w 20 rH
HICKORY HILL Rp O
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 °P
103.46 feet to a point; thence along a curve to the left, having a a o
•,.•.
Arkansas; thence along the boundary of the property described in radius of 40.0 feet, a central angle of 83°36'21", and a chord which C.8 DR. D e�`` w z
said deed, the following six (6) courses and distances: 1) North bears South 44g08'09" West 53.33 feet, an arc distance of 58.37 feet
h::::: a
19035'12" West 176.91 feet; 2) North 28040'00" West 358.49 feet; r �:: w zl sT
3) along a curve to the right, having a radius of 930.00 feet, a to a point; thence North 02°20'00" East 382.34 feet to a point; thence
North 00°32'00" West 71.11 feet to the Point of Beginning. Containing v `
central angle of 310 and a chord which bears North 13°10'00" West 9 9• I DR Q`
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. CEDAR PRI Gs RD
463.00 feet; 5) North 00032'00" West 70.00 feet; and 6) North I.RS. '
° "East 60.00 feet to the POINT OF BEGINNING; thence con- �p 1 CHERRrW00D CT o i:: '.'.I
89 47 00 3s 90 LPs.
tinue along the boundary of the property described in said deed, rt EXECUTIVE CENTER DRIVEt
the following six (6) courses and distances: 1) North 89047'00" East Z suM MERHILL CT
100.20 feet; 2) North 68007'00" East 515.00 feet; 3) South 71047'16" � I1 �- -�
East 504.58 feet; 4) South 87053-00" East 373.34 feet to a point in / aJ
right -
the westerly right-of-way of Shackleford Road; 5) along said
of -way South 00 31'34" East 252.77 feet; and 6) continue along said N' \\ 4%r� o CENTERLINE INFORMATION FOR SHACKLEFORD ROAD
right-of-way South 02007'00" West 161.50 feet to a point; thence O / sn TAKEN FROM ARKANSAS HIGHWAY DEPARTMENT PLANS.
I o °'
along a curve to the left, having a radius of 40.00 feet, a central 3263a 94s.00£ In z21 AS OF 4-19-83, CONSTRUCTION OF SHACKLEFORD
angle of 900, and a chord which bears North 42°53'00" West 56.57 ��50 / I s �\ S�4•Sao �a ROAD HAS NOT BEEN COMPLETED.
feet, an arc distance of 62.83 feet to a point; thence North 87053'00" ��� "'=== \
.�` 00 / 15' Drainage 81 Utility Easement L, N 7g Li
°292' �; \ as'm
6$0 5 B.L. 0.46 W --Yps. \'•
N I.Ps. / _ �_
Drainage & Utility Easement
/\\\\
�' Point of Beginning" \ \ 15' B.L -i--15' B.L. B.
Lz:s1 S 87 53 00 •• '
\ � I.P. LPS " E 373 34
N 89° 47' 00" E a ' _I.PF
3 100.20' \ \\ _Uj N- 15' Drainage a Utility - C
IREasement B.L.
S. \`\
p I.P.S. I.PS.
�" \ \ LOT 3 ` a i Q
\ O CO I C
O 15' Drainage Ell Utility Easement \ N 118,766 SQUARE FEET M
M8B.L. \\N° 2.726 ACRES �co " LOT 2 15' B.L.
° t-- \ ��, �j : f 113,900 SQUARE FT. I -15' B.L. 15' DRAINAGE r
o, I_ 2.615ACRES I I I
Z res. - - _ \\ O, --- -- F IO DRAINAGE _Ik UTILITY - - I I 8r UTILITY I N
25' B.L. 10' DRAINAGE 8 UTILITY EASEMENT- 5 EACH SIDE ` I
\ EASEMENT-5 EA. SIDE OF P�.S84°31'21° E OF PROPERTY LINE wl 1 EASEMENT-- --
-- - 1 : N
' \ PROPERTY LINE I 7 1 I
\' w 5.00 - -- tds O
CURVE NO. 8 I ( - ---- J O o0 I W
\\ Q' B.L. (Chord) 25' RL. �`p I o p LOT I
LOT 4 \ S 81°21'3-2 o L CURVE N0.9 N N 126,684SQUARE FEET 40' B.L.-
15'I M
\ �2�9 2' Z I N 77° 4631 W I 2.906 ACRES _
114,218 SQUARE FT 15' B.L. \ \ 11 ZI 10� DRAINAGE & UTILITY
_ 2.622 ACRES \\ \ ' _ _ Ps _ _ 118.91' I EASEMENT-5 EA. SIDE M
OF PROPERTY LINE °
25' B.L. j I N 87053100a W I O
\ /�? ° CURVE NO. 10 I �� 15.00' j
I.Ps. -
OD / 3'O " (Chord) I.e� ° R CURVE NO.II
" 1 N 2 07 00 E l a LP.F
M •• O S 0 W \�°23'00"W I I 52.00' 25' B.L. (Chord) 10
4S 001 Ps- 124.65L --I I , I - - - - - - -- -- - S 47° 07'0011 W I.Ps
25 B.L.Q.Ilk
W' CURVE N0.6
IPS
' (Chord
O N47°55'26"WCNO.7E
p ' (Chord?----
N IS. S740 r-34"W �00 G
N 65.20' -,,
CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
I, Wes Lowder hereby certify that
I, Wes *.3Wder do hereby
certify that
Pursuant to the Little Rock Subdivision
this plat correctly represents a boundary
this plat correctly represents
a plan
Rules and Regulations, and all of the
survey made by me and boundary markers
made by me, and that the engineering
conditions of approval having been
shown hereon actually exist and their
requirements of the Little Rock
Subdivision
completed, this document is hereby
location, type and material are correctly
Rules and Regulations have been
complied with.
accepted. This Certificiate is hereby
shown.
executed under the authority of said
(Signed)
Rules and Regulation.
(Signed)
Z� 3
��f�•�
(Sign d)
CURVE N0. 3 N \ `��--_
S 880 14' 30" W 310.32' �O°S
(Chord) /1 '3100 1 011 I.PS_
"PP
Point of Beginning" CURVE NO. 2
Z ,PS
� i ' � � N 89° 47' OC" E 60.00' N 89° 47'00" E Cho r
lPs. , -- '�` N 790 23' 00" W -
°o ° 22 00 N o° 300" W �� 142.38'
2
°p- 6'( 70.00'
I.P.S
a URVE NO. 4
(Chord)
S 760 39' 10" W
CURVE NO. 5 103.01'
IFS. (Chord)
S 44° 08'09" W
53.33'
-
o'
N 2° 20 00" E N
M
463.00' °
1
z
NW COR. SW NE
IPF
SECTT-I, R9 -13-W N13°l0'00"W 497.10'
./ p 310
w R - 930
(D ARC- 503-22'
N !
o N
o ")
z re)
N 28° 40 00" W
358.49'
CURVE NO.
0
T
R
ARC
i.
90CUu 00"
40.JG'
40.00'
62.63
2.
17000'00"
11.98,
481.65'
142.91'
-
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.
900OC'90..
40.00'
40.00'
62.83'
N 190 3' _ ..
87° 36' 49" E 176.
S.W. Corner 1`lE 1/4, SECTION g 1430.1I' , -NW COR OF TRACT 'C'
T-I-N, R-13-W - Also + _ - SANDPIPER ADDITION TO
"Point of Commencement" THE CITY OF LITTLE ROCK, ARKANSAS
PLAT BOOK A, PAGE I I
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F
160 00
N 89021'08" W 195.06'
V - 1
LPS DRIVE I
N 860 24' 52 "W 195.06'
LOT NO. 150 FEET ACRES
Lot I 126,684 2.908
Lot 2 113,900 2.615
Lot 3 118,766 2.726
_ot 4 114,216 2.622
I.P.S.
�N 87°53'00" W 190.00' -�-
cn
1 93,975 SQUARE FEET `�-
2.157 ACRES
_ 3
N 87° 53'00" W 190.007-7711-�' .0
CURVE NO. 1 O
Chord
N 420 53'00" W RS N LL-
56.57' cn J
Executive
Ctr.Dr. R/W 93,975 1 2.157
Total 1567,543 1 13.028
Note: Executive Center Drive Rights -of -way is being dedicated by this plat.
NOTE: ADDITIONAL EASEMENTS EXIST ON SUBJECT PROPERTI
AND ARE FILED UNDER SEPARATE INSTRUMENTS
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f' A 11liANIS A S
f R R
IiE&BS'iQED
PROFESSIONAL
$,l'OIItiEE$
\ No.4943
IFS
Mehlburger
Tanner
Renshaw
& Associates
Architects-Enogineers
Little Rock
El Dorado
Arkansas
COPYRIGHT 19
Mehlburger T°nner RenshaW
3 Associctes
DRAWN RV.
sdn
CHECKED BY.
APPROVED BY.
A E 1" - 501r
DATE.
Nov. 19, 1982
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PROJECT NO.
282 - 147
W'ES LOWDER
REGISTERED
LAND SURVEYOR
STATE. OF
A n K A N S A S
N0. 83}
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