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GENERAL 1JOTES
A,oproximcte 11mlls of RoOdway and Flood Plain are
esllmaled from Floodmayand 'IRM maps for the 0 ty
of Litlle Rock, Arkansas, as prepared by Federal
Emergency Management Agency, Cornmunily
done/ No. 050/810019 doted August 5, 1g85-
7. Field survey data and easement informolion
shoran hereon rua5 prepared under fhe direr%ion
of ,�?obcrl C Lorne, Arkansas RLS *12.
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PROPERTY DESCRIPTION
The NEk, NEk; the SW%, NEk; the SEk. NW%; the part of the SEk, NEk lying
north of Interstate 30; part of the NWS[, SEk lying north of Interstate
30; the part of the NEk, SWk lying north of Interstate 30 and part of the
NEk, NWst, all in Section 8, T -1-S, R -13-W, Little Rock, Pulaski County,
Arkansas, more particularly described as:
Beginning at the NE Corner of the said NEk, NEk of Section 8; thence
S01°19'59"W along the East line of said NEk, NEk and said SEk, NEk
1688.12 feet to a point on the Northerly R/W line of U.S. Interstate 30;
thence S43009159"W along the Northerly R/W line of said U.S. Interstate
30, 63.0 feet to the point of curvature of a curve to the right (said
curve having a central angle of 32'02' and a radius of 3669.76 feet);
thence in a Southwesterly direction along the arc of said curve to the
right to a point (said curve segment having a chord bearing and distance
$45'20'42"W, 279.0 feet); thence N42'28'36"W, 250.0 feet; thence
S47',11'24"W, 100.0 feet; thence S02'31'24"W, 331.92 feet to a point on
the above described curve to the right; thence in a Southwesterly
direction along the arc of said curve to the right to the point of
tangency thereof (said curve segment having a chord bearing and distance
of S63'58'41"W, 1428.30 feet); thence continue along the Northerly R/W
line of said U.S. Interstate 30 the following courses: 575.48'17"W,
1004.90 feet; N14'11'43"W, 250.0 feet; S75948'17"W, 150.0 feet;
S29'14'00"W, 275.39 feet; S75'48117"W, 890.0 feet to a point on the west
line of the NEk, SWk of said Section 8; thence NO2'06132"E along the West
line of said NEk, SWk and said SEk, NW%, 2025.67 feet to the NW Corner of
said SEk, NW%; thence 588'43157"E along the north line of said SEk, NW%,
30.00 feet; thence NO2'59'02"W, 172.49 feet to a point on the Southerly
R/W line of Arkansas State Highway M5 (Stagecoach Road); thence
N59'58'20"E along the Southerly R/W line of said road 105.25 feet; thence
S30'38'31"E, 267.04 feet to a point on the North line of said SEk, NWk;
thence 588'43'57"E along the North line of said SEk, NW% 1077.19 feet to
the NE Corner thereof; thence 589'07'44"E along the North line of said
SWk, NEk, 1294.91 feet to the NE Corner thereof; thence NO1'10113"E along
the West line of said NEk, NEst, 1320.11 feet to the NW Corner thereof;
thence S88'52156"E along the North line of said NEk, NEk, 1278.99 feet to
the NE Corner thereof and the Point of Beginning, containing 165.602
acres, more or less.
CERTIFICATE
THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES THAT: (A)
THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND
CORRECT AND PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL
PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR
UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND
THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D)
THAT THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND
WHOLLY CONTAINED WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT
CERTAIN SURVEY PREPARED UNDER MY DIRECTION ON OCTOBER 20, 1988 AND THAT
THERE ARE NO OVERLAPS OF OR CAPS FROM THE COMMON BOUNDARIES AS SHOWN AND
DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS
ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON
THE PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON THE
PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR
BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS
ARE AS SHOWN HEREON AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE
PROPERTY AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED;
(G) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS
SHOWN; (H) THE PROPERTY HAS ACCESS TO AND FROM A PUBLIC ROADWAY; (I) ALL
RECORDED EASEMENTS HAVE BEEN CORRECTLY PLATTED THEREON; (J) THE
BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE AND
CORRECT.
` FOR THE USE AND BENEFIT OF BEACH ABSTRACT 6 GUARANTY COMPANY AND TICOR
TITLE INSURANCE COMPANY AND METROPOLITAN NATIONAL BANK.
BY:
Ronnie D. Hall
RIS No. 865
GEYER SPRINGS FIRST BAPTIST CHURCH
LITTLE ROCK ARKANSAS
BOUNDARY SURVEY OF FORMER
ROY MORRIS PROPERTY
IN SECTION 8,T -I -S, R -13-W
LITTLE ROCK, ARKANSAS
ASIGNED SWC. LOWE
�RAWN YY R.G. LOWE Garver + Garver
C r'ECKED 9,': Engineers and Planners
Liffle RoCk, Arkonsos
'4" OCTOBER, !988 I of I
tC Co we Jr
I 200'
Joe No. 88-1650
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