HomeMy WebLinkAboutS-0230-B Map 5AF 16036
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CERTIFICATIONS
CERTIFICATE OF OWNER
CERTIFICATE OF SURVEYING ACCURACY
CERTIFICAT,� OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
We, the undersigned, owners of the real
I, Wes Lowder hereby certify that
I, Wes +l er do hereby certify that
Pursuant to the Little Rock Subdivision
estate shown and described herein, do
this plat correctly represents a boundary
this plat correctly represents a plan
Rules and Regulations, and all of the
hereby certify that we have laid off,
survey made by me and boundary markers
made by me, and that the engineering
conditions of approval having been
platted, and subdivided, and do hereby
shown hereon actually exist and their
requirements of the Little Rock Subdivision
completed, this document is hereby
lay off, plat, and subdivide said real
location, type and material are correctly
Rules and Regulations have been complied with.
accepted. This Certificiatre is hereby
estate in accordance with this plat.
shown.
executed under the authority of said
(Signed)
Rules and Regulation.
(Signed) SIC
KOGER,,f!_Z
(Signed)
o_gajww(Signed)
CERTIFICATE OF RECORDING 2)�r3
This docu en , number filed for
record �, 19j7 , in Plat Book,
Page In.r.-
/�J
(Signed)Ql�_
Name Clerk
9`cr B
'/_ 2o'eY3 _
Date of Execution Name gi stered
3
Date of Execution PRESIDENT
Date of Execution Name, istered
Professional
s
Address3996 BLVDCTIRDR
Land Surveyor No.
Engineer No. 4943
Da e f xecution L.R. PIcInning
JACKSONVILLE,FLA. (
834 Ark.
Arkansas
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 DESCRIPTION
to a point; thence along a curve to the right, having a radius of
0
481.65 feet, a central angle of 17 , and a chord which bears North ,,,
79023'00" West 142 38 feet an arc distance of 142 91 feet to a oint
A parcel of land in the Northeast a of Section 9, Township 1 North, Range 13
Arkansas, described as follows:
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thence North 70053'00" West 145.00 feet to a point; thence along a
West, Pulaski County, more particularly
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 41°45'00" and a chord which bears South 88014-30" West 310.32
feet, distance
tion 9; thence along the South line of said Northeast„ South
an arc 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, 1982,6as
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 40.02 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
02020'00"
3) along a curve to the right, having a radius of 930.00 feet, a
to a point; thence North 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 02020100" 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
I.. -
89°47'00" East 60.00 feet to the POINT OF BEGINNING; thence con-
as9p Ps.
tinue along the boundary of the property described in said deed,
the following six (6) courses and distances: 1) North 89047'00" East
100.20 feet; 2) North 68007'00" East 515.00 feet; 3) South 71047'16"
Z
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VICINITY MAP
EXECUTIVE CENTER DRIVE_
3
East 504.58 feet; 4) South 87053'00" East 373.34 feet to a point in ocl
the westerly right-of-way of Shackleford Road; 5) along said right- / N: ' g
of -way South 00 31'34" East 252.77 feet; and 6) continue along said Q • 7-
0
right-of-way South 02007'00" West 161.50 feet to a point; thence 0 �� c f U_r_
along a curve to the left, having a radius of 40.00 feet, a central 6 3z�� � 3� / � �� 4ag0• � angle of 900, and a chord which bears North 42°53'00" West 56.57 ° feet, an arc distance of 62.83 feet to a point; thence North 87°53'00" Ps.�, O4• 8 S
a L 'N %60 48' 1C
.r` 00 15' Drainage 8t Utility Easement 1p 29'2q�� w
N GIBo O BI B.L. 46' l •,
I.Ps. rps.
15' 'Drainage a Utility Easement
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'PILGRIM
L HERMITA
21
PROJECT
SITE
HICKORY
CEDAR 5PPRI GS I
CHER RYWOOD IT
SUMMERHILL CT:
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it t
CEM.11ll
CENTERLINE INFORMATION FOR SHACKLEFORD ROAD ,
TAKEN FROM ARKANSAS HIGHWAY DEPARTMENT PLANS.
AS OF 4-19-83, CONSTRUCTION OF SHACKLEFORD
ROAD HAS NOT BEEN COMPLETED.
"Point of Beginning" /� \\ �\ 84 B.L. ° "
S 87 53 00 E 373 34'
15 B.L. I f 15 B.L. tea
op
N 890 47' 00" E \ \\
3 100.20' �\ \\ w
I� \\ \ co
O Ps. -
O_ 15' Drainage 8a Utility Easement \ \ LOT 3 IM 10
\ N 118,766 SQUARE FEET ° n
N= 8t BL \ N
0
W 20TH
a '
s
d•: ^ ---- --- _ .. •• I.P.F.
N 15' Drainage 8t Utility --�
0 �o Easement 81 B. L.
I.P.S. ,
I
0 2.726 ACRES 00 ^ LOT 2 16 B.L.
O ~ \\\z I _
1 : J 113,900 SQUARE FT. I 15' B. L.
Z Ps. \ 0. 10'DRAINAG B UTIL
B.L. \ 10'DRAINAGE B UTILITY J E EMENT= EACH
\ EASEMENT- 5 EA. SIDE OF FLLU1fF-
° 31' 2111 EII 1 OF PROPERTY LINE
PROPERTY LINE 15.00 - - - LDS.
\ CURVE NO.8 CD 1
\� Q' 15' B.L. (Chord) 25' BL. p
LOT 4 S 81021'36"W - • CURVE NO.9
_2Z9,9t2 CD (Chord)
114,218 SQUARE FT. 15' B.L. \ \ z I N 7°-46;31" W
2.622 ACRES \ \ _ LPS 118.91'
M
o \ _ _ - I.Ps,
\ -
�N a / Les. _ - - - N?0°5300„�\
N
M
W CURVE NO.6 25' B.L.
p ( Chord)
O N 47055'26" WCURVE
/ 41 ` I
N 'IRS 61.51' S74°horCI34� 6�02200,, ` \_`
v
N 20'
P s.
Z000
3�
IPS.
200
�o
56
v LP.S
URVE NO. 4
IPs. _ - (Chord)
S 760 39' 10" W
CURVE N0. 5 103.01'
I.PS. (Chord)
S 44008'09" W
53.33'
IFS. -! - - •3\4b.
NW COR. SW NE
SECTION 9,
T-I-N, R-13-W
w I
00
0
f
00
N N
+� I LUDRAINAGE 81 UTILITY
SEMENT - 5' EA. SIDE
OF PROPERTY LINE
25' B.L. I N 87053'00" W
CURVE NO. 10 15.00'
\ _I.P.&
• • ' 11 / C° 23 00 W � j N 20 07'00° E
4g 52.00
Cc� 00, Les. 124. , I - 0. 3 -
IRS
UR
------ CVE N---- -- --- L
LP. S., . ,!.I I o c
S 880 14' 30" W 310.321� N 700
(Chord) /45 o00,• w �S
"Point of Beginning" CURVE NO. 2 --
89°47'00" E 60.00' N 89°47'00"E Chord
N 79° 23'00" W
N 0° 32 00" W 142.38
70.00'
N2°2000' E
463.00'
LPF
1. /
p N 13° 10'00" W 497. 10'
310
w R - 930'
(D Y9 �1 ARC - 503.22'
o N
O re)
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N 280 46 00" W
358,49'
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N
110
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CURVE NO.
0
T
R
ARC
1.
90000`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'
S.
83036'21"
35.77'
40.00'
58.37'
6.
100030'54"
46.10'
40.00
70.17'
7.
1402;'06"
32.86'
259.17'
65.37'
8.
27057'57"
121.36'
495.44'
241,81'
9.
13047-03"
54.89'
495.44'
119,19,
10.
17000'00"
63.02'
421,65'
125.1i'
11.
90000,00"
40.00'
40.00'
62.83'
N 190 35' 12" W
87036' 49" E 176.91'
1430.1 I'
S.W. Corner NE 1/4, SECTION NW GOR. 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
N 89021'08"W 195.06'
LOT I
126,684SQUARE FEET
2.908 ACRES
DRIVE
PS
N 86 ° 24152 "yy 195.06'
15DRAINAGE
8 UTILITY
EASEMENT
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Mehlburger
Tanner
Renshaw
& Associates
Architects -Engineers
Little Rock
EI Dorado
%Arkansas
COPYRIGHT 19
Mehlburger Tanner Renshaw
B Associates
DRAWN BY:
sdn
CHECKED BY.
APPROVED BY.
SCALE: 1" - 50��
DATE:
cam_ Nov.--19, 1982�
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CURVE NO. 1I V Z
25 B.L. (Chord) j PF J Q Z Y
S 47 ° 07' 00" W j ' th
P w- C� J I Q
P
ko
> `J
IPS
N 87053'00"W 190.00, �- O _ I-
- U - J zo
------ --- W Z
0
93,975 SQUARE FEET o 310
W= I-- z W U
2.157 ACRES
---------------
l.L.
N 870 53100" . W 190.00 .0 0 LL
�' 0 a
CURVE NO. 1 j` 0 w D
Chord O 0
N 42° 53'00" W' Ps N L O -
56.57' Cn J Y
LOT NO. SQ. FEET ACRES
Lot 1 126,684 2,908
Lot 2 113,900 2.615
Lot 3 118,766 2,726
Lot 4 114,218 2.622
Executive
Ctr.Dr. R/W 93,975 2.157
Total 1567,543 1 13.028
Note: Executive Center Drive Rights -of -way is being dedicated by this plat.
NOTE. ADDITIONAL EASEMENTS EXIST ON SUBJECT PROPERTY ARFA N'3,1S
AND ARE FILED UNDER SEPARATE INSTRUMENTS
uds-1 nED
I�R0Fi,SS10NP,L
No.4943
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PROJECT NO.
282 - 147
WES LOWDER
REGISTERED
LAND SURVEYOR
STATE OF
A R K A N S A S
NO. 834