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CERTIFICATE OF SURVEYING ACCURACY
GREGORY T. SULLIVAN hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
Date of Execution
Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
1, MAKE L. WKIUH I , 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.
Date of Execution Mark L. Wright
Registered Professional
Engineer No. 6074
Arkansas
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 !ay off,
plat
and
subdivide said real estate in accordance with
this
plat.
_
Date of Execution Name
Address
Source of Title: D.R. Page _
Instrument No.
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.
Date of Execution
L.R. Planning
Commission
CERTIFICATE OF RECORDING
This document, number _ filed for record
t9 _, in Plat Book Page
(Signed)
Clerk
N 65'56'29" E
454.34'
r
INTERSECTION OF NORTH R/W\
BASELINE ROAD & SOUTHERLY
R INTERSTATE 30
i
PROPERTY DESCRIPTION
Part of the Southwest 1 /4 of the Southwest 1 /4 of Section
35, T-1-N, R-13-W, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the intersection of the North right-of-way
line of Baseline Road and the Southerly right-of-way line of
Interstate 30; thence along said Southerly right-of-way line
of Interstate 30, North 6556'29" East 454.34 feet to the
POINT OF BEGINNING; thence continuing along said Southerly
right-of-way line, North 66'43'02" East 549.54 feet; thence
South 16'59'56" East 63.89 feet; thence South 21'29'47" West
153.87 feet; thence South 08'07'47' East 46.50 feet; thence
South 23'52'23" East 61.87 feet; thence South 00'38'44" West
170.08 feet to a point on the North right-of-way line of
Baseline Road; thence along said right-of-way line North
87'51'56" West 459.11 feet; thence continuing along said
right-of-way line North 02'01'16" East 14.94 feet; thence
continuing along said right-of-way line North 8758'08" West
32.27 feet; thence North 01'35'0Er' West 226.64 feet to the
POINT OF BEGINNING, containing 4.027 acres, more or less.
0
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� LOT 1
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N t0t�1'16" E
14.94'
I CHAIN LINK
FENCE
N 87058'08" W
32.27'
STORAGE
BUILDING (�
ONE STORY I --
METAL BLDG. fff
SET
GRAVEL
PARKING
4.06
ASPHALT
M
EA X§1W
PIPE BOLLARD &
CABLE BARRIER
�3
GRAVEL\
DRIVE
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,
GRAVEL 3 �+
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1 /
GRAVEL
PARKING
1
LOT 2
2.830 ACRES t
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METAL
BUILDING 1�
RES
------------- .--fit
BLOCK
MOBILE
BUILDrNG
HOME
GRAVEL U�r�
PARKING ,
tD � "-
GRAVEL
PARKING
459.11'
BASELINE ROAD (STATE HWY NO. 338)
RAW VARIES
STORAGE
SHEDS
GRAVEL
PARKING
A TES
PLANE RING
#
NORTHING
EA
1
123090.6108
1198894.6532
2
123169.31 17
1199077.5456
3
123307.8277
1 199399.4420
4
123246.7291
1 199418.1205
5
123103.5621
1199361.7360
6
123057.5294
1 199368.31 18
_ 7
123000,9528
1199393.3514
8
122830.8836
1 199391.4353
9
122842.2456
1 199086.5992
10
122847.9838
1198932.6472
11
122862.9164 1
_
1198933.1742
12
1 122864.0601 1
1 198900.9244
GRAVEL
PARKING
STORAGE
SHEDS
METAL
BUILDING
BROKEN ASPHALT
& GRAVE
IP
SET'
16059'56" E
63.89'
't
IP
SE
4
30' DRAINAGE EASEMENT AS
RECORDED IN BOOK 1340,
m� PAGE 375 & IN BOOK 1378,
PAGE 573.
S 21029'47" W
153.87'
S 08007'47" E
46.50'
IgILF7C
RATE y
OY
S 23052'23" E
61.8 7 ' vkmtet
IP 0NO ADDITIONAL EASEMENTS REQUIRED
SE ADDITIONAL JSSEMENTSARE REQUIRED
AS SHO //�J
S 00038'44" W
170.08'
ASP"A_T
t4p,tem Appi;,v�d lam-
nt Ntgylip4 .� --
OZ
I
- _-2 aj-ys
ARKLA
EASEMENT APPROVED
- EASEMENT REQUIRE a
DATE
,,,IrI,III„r,r
• ST4Ti_ OF
AkK1V5A5 •'
40 20 40 80
r �kY S�1 I Q
•• rI.A� SCALE -�
BASIS OF BEARINGS: STATE PLANE
COORDINATES
10809 Executive center Dr.
Suite 210
Little Rock, AR 72211-6021
Telephone 501.221-7880
Fan # 501-221 7882
I RL ilk - -
/21/95
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