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VICINITY MAP
NOT TO SCALE
Rights of way and Easements are shown hereon as per documents provided to
the surveyor. Additional Rights of way and Easements, recorded or not a part
of the public record, may exist that affect the Subject Property.
Based on scaled map location and graphic plotting only, the property shown
hereon is in Flood Zone X, which is not in the designated 100 Year Floodplain
according to Flood Insurance Rate Map, City of Little Rock, Pulaski County,
Arkansas, Community Panel Number 0501810039 F, Map Revised October 19,
2001.
Bearings are based on Grid North as per GPS observation.
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INCORPORATION OF BILL OF ASSURANCES� D 001
The Bill of Assurance recorded as Instrument No. 2l�_
in the real estate records of Pulaski County, Arkansas, is
hereby incorporated herein by this reference and made part
hereof as fully as if it were set forth herein word for word.
Joe D. Whisenhunt
By: 40 -.
Douglas S. Robetrson, his a orney-in-fact
Inst. No. 2006037230
Margare H. Whisenhunt
By:
�,, J . 9"-t-
DO'uglos 1. Robetrson, her at/forney-in-fact
Inst. No. 2006037231
�s
R=926.25 �---
1000, L=85.81
CH=S 81030' 13" E
CL=85.78'
R=79.51' 5' SANITARY SEWER
L=129.82' EASEMENT DEDICATED
ER THE
CH=N 49'1.3'11" E AS PASSURANCEL OF
CL=115.87 R=894.93'
L=11.34'
CH=S 76' 10'07" E
CL=11.34' 1
I
I
I
LOT 1
±1.156 ACRES
PCD SITE PLAN
APPROVAL REQUIRED
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31
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R=112.50'
L=8.47' V)1
® CH=N 0V35.35" E
w CL=8.46'
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EXISTING
RIGHT-OF-WAY LINE
TENANT'S CONSENT
Arvest Bank, as tenant on Lot I here of, joins in the
execution of this Plat to evidence its consent to, approval
and acknowledgment of the subdivision of the lands herein
described, the dedication of the easements depicted hereon
and the filing of this P public record.
Arvest Bank
Print N
Title: /
TO
FNq
C
Ro wP{ q70 R
7.0' FOUND Vq ROES
NI ® 1/2" REBAR WA y
R=894.93'
H 0 �4' 09'
C=S '
H 74�59 21 E �40N R=30.00.E L=10.43'
CL=25.50 EXISTING -� e0s•?3' CH=S 03'35'00" W
RIGHT-OF-WAY LINE CL=10.37
LOT 2
±1.220 ACRES
PCD SITE PLAN APPROVED
AND DEVELOPED
S 13' W 10
1.4343' 17
R=100.00'----�
L=23.00'
CH=S 06'57'05" W
CL=22.95'
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L11i I
N I R=30.00'
&D t R= 2.15' 1 10' EASEMENT FOR UNDERGROUND L=47.10'
Z CH� N172�17'21" W TELEFHONE AND ELECTRICAL UTILITIES CH=S 45*20'180 W
DEDICATED AS PER THE CL=42.41'-�-,
2.84 r... S 88109'07" E
37.75' 1
P.O.B
I�
CL=11.96 BILL OF ASSURANCE
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STATE PLAIN COORDINATES
I�
NO,
NORTHING
EASTING
z
1
154680.4295
1177041.0043
2
154738.2248
1177047.8437
3
154746.6616
1177048.5215
4
154885,3070
1177054.4228
<
5
154960.9904
1177142.1640
6
1154948.3171
1 17722 6.9 986
7
1154945.6064
1177238.0086
8
1154939.0017
1177262.6352
9
154882,9885
1177460.0742
10
154872.6354
1177459.4259
FOUND
P.O.C.
11
154-871.2497
1177459.0922
1/2" REBARI W
SW CORNER
12
154848.4727
1177456.3152
Y
NE1/4
13
154704.5627
1177455.4025
SECTIONN 1
1
14
154674,7534
1177425.2391
T-1-N, R-14-W
15
154675.8180
1177230.4525
PULASKI COUNTY, ARKANSAS
16
154676.791 1
1 177052.39 74
LEGEND
• FOUND MONUMENT
0 SET 1/2" REBAR
178.06' a 194.79' -
N 89'41'13" W 372.85' -
ADJACENT DRIVEWAY
INSTRUMENT # 99-10758
AAA AA'
Part of the NE1/4 NE1/4, Section 1, T-1-N, R-14-W, Pulaski County, Arkansas, described as:
COMMENCING at the SW corner of said NE1/4 NE1/4; thence N 01'50'53" E, along the West line of said NE1/4
NE1 /4, 655.64 feet; thence S 88'09'07" E, 371.75 feet to the East right-of-way line of Kirk Road, the POINT OF
BEGINNING' thence N 06'44'56" E alongscid East right-of-way line 58.2
g y 0 feet; thence, along said East
right-of-way line, on a curve to the left havng a Radius of 112.50 feet, an Arc Length of 8.47 feet and a
Chord bearing and distance of N 04'35'35" E, 8.46 feet; thence N 02'26'14" E, along said East right-of-way line,
138.77 feet; thence, along said East right-of-way line, on a curve to the right having a Radius of 79.51 feet,
an Arc Length of 129.82 feet and a Chord bearing and distance of N 49'13'11" E, 115.87 feet to the South
right-of-way line of Chenal Parkway; thence, along said South right-of-way line, on a curve to the right having
a Radius of 926.25 feet, an Arc Length of 85.81 feet and a Chord bearing and distance of S 81'30'13' E, 85.78
feet; thence, along said South right-of-way lire, on a curve to the right having a Radius of 894.93 feet, an Arc
Length of 11.34 feet and a Chord bearing and distance of S 76'10'07" E, 11.34 feet; thence, along said South
right-of-way line, on a curve to the right having a Radius of 894.93 feet, an Arc Length of 25.50 feet and a
Chord bearing and distance of S 74'59'21" E, 25.50 feet; thence S 74'09'40" E, along said South right-of-way
line, 205.23 feet; thence on a curve to the -fight having a Radius of 30.00 feet, an Arc Length of 10.43 feet
and a Chord bearing and distance of S 03*3500" W, 10.37 feet; thence S 13'32'21" W, 1.43 feet; thence on a
curve to the left having a Radius of 100.00 feet, an Arc Length of 23.00 feet and a Chord bearing and distance
of S 06'57'05" W, 22.95 feet; thence S 00'21'48" W, 143.91 feet; thence on a curve to the right having a
Radius of 30.00 feet, an Arc Length of 47.10 feet and a Chord bearing and distance of S 45'20'18" W, 42.41
feet; thence N 89'41'13" W, 194.79 feet; thence N 89'41'13" W, 178.06 feet; thence on a curve to the right
having a Radius of 20.00 feet, an Arc Length of 12.15 feet and a Chord bearing and distance of N 72'17'21" W,
11.96 feet to the POINT OF BEGINNING, CONTANING 2.376 acres (103,528 sq.ft.), more or less.
CERTIFICATE OF OWNER
We, the undersigned, owner 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.
Owner: Joe D. Whisenhunt and
Margaret H. Whisenhunt
Address: C/O Whisenhunt Investment Group, LLC.
1701 Centerview Drive, Suite 102
Little Rock, AR 72211
Instrument No. 2006056838
Joe D. hisenhunt
By:
Do glas S. Robetrson, his attorney -in -fact
Inst. No. 2006037230
Margaret H. Whisenhunt
By: l� 6 JYf
D las S Robetrson, her ott rney-in-fact
Inst. No. 2006037231
y- 3^o
Date of Execution
CERTIFICATE OF ENGINEERING ACCURACY
I, Roy C. Andrews , 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 ith
Date of Execution Roy C. Andrews
Professional Engineer
Arkansas No. 12707
FOUND TE IN
CONCRETE CERTIFICATE OF SURVEYING ACCURACY
I, Todd A. Shettles , hereby certify that
this plat correctly represents a boundary survey made
FOUND or verified by me, all monuments required actually exist
PK NAIL and are correctly shown hereon and that all surveying
/R=4o.o0' requirements of the Little Rock Subdivision Rules and
L=25.63' Regulations have been complied with.
3 -0 a'
Date of Execution Todd A. Shettles
Professional Land Surveyor
172.457' Arkansas No. 1527
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.
171.26'12"
LJO-t (6) .
Date of Execution Little R ck Planning Commission
CERTIFICATE OF RECORDING
2009027008 Received: 412412009 12:51:55 PM
.:es.eree�ea,I Recorded: 04/2412009 12:57:55 PM Filed 8
C'l1t�r,�r�igpi Recorded in off icial Records 0 PAT OB
PULASKI COUNTY C RCUIT/COUNTYCLERK
"x r
' t a Fees $15.00
f `
l � 4 Signed: K4.A� Date: d 1I �Gj
,
Name: �1�JU J�V d Clerk
rvL1L4 r -
Bill of Assurance Number: r%109706'7
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LOTS 1 & 2, DAIRYLAND COMMERCIAL SUBDIVISION
OF THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
III IIII,,. ',IIIII����
FINAL ,,LAT-
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BY: 91
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DATE:
30 15 0 30 60
SCALE
G:\2007\07-105\PLANNING\07105FP.DWG
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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