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CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
I„PL�CfEPlC.CD/✓EdA' hereby certify that
this plat correctly represents a
boundary survey made by me and all
monuments shown hereon actually exist
and their location, size, type and
material are correctly shown.
MAY 9, /903
Date of Execution N me, Regist red
Land Surveyor
No. /Z, Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
I, P4r,P/CKM.)V*d'p,IrAXhereby certify that
this plat correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
MAY 9, / 9B3
Date of Execution
Name, Registered
Engineer, No. 4564
Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a Preliminary Plat having
been fulfilled, approval of this plat is
hereby granted, subject to further
provisions of said Rules and
Regulations. This Certificate shall
expire
Date of Execution Name,
L.R. Planning
Commission
Iro;,crty Description
Part of the cW 1/4 of S_,ction 2; part of the South 1/2lof Section 3; part
of the NE 1/4 Ni 1/4 of Section 10 and part of the N1W 1/4 NW 1/4 Section
_
-11, all in T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas, more
LITTLE ROCK
particularly described as:
U' f1rt
NORTH LITTLE ROCK
AND VICINITY
Beginning at the SW corner of the SW 1/4 of Section 2; (said point also
being the SW corner of Longacre Place Subdivision) thehce N39'51'E along
Wi
_��
the South line of the SW 1/4 of Section 2and the South line said Longacre
:'
Place 729.3'; thence S21°59'W, 648.8' to a point on the north R/W line of
`lo
I;anis Road; thence in a northwesterly direction along said R/W line the
t
'following bearing and distances 1462°20'W, 180% thence N68°57'W, 150.0'
` y ...
t
thence ;J82054'W 199.9'; N83`24'W 67.5'; N67'48'W 77.3'; N50'38'14 279.7';
D. I ° 1 ° • J N I•
..
PJ62 31 W 117.5 tJ66 13 W 121.3 N63 43'30'W 714.82 N79 04 15 W 2T8.04 ,
L---J p ucii �.'`^
thence continuing along the North R/W line of Kanis Road in a Southesterly
N a •""�°
direction the following courses; S85'35'W 128.35'; S77°55'45"W 176.48';
S70016'30"'W 277.42'; 577044'W 162.82'; thence continue along the North R/W
line of 'hanis Road the following courses N4°48'40"W 10.0'; 1489°36'W
i L e.rt <.WKII -`
229.94'; SO°03'W 30.0' to a point on the South line of the S 1/2 of Section
s-g_,•••-•••^�
,Loc'
3; thence in a Northwesterly direction along the South line of said Section
�;
L
3 the following courses; :J89°36'W 284.8'; N89'13'W 663.9'; I488647'W 519.7';
s
thence in a Northwesterly dir ction 30.0' to a point oil the Worth R/W line
of 1 anis Road; thence in a N-orthwesterly directioor, alo))g the North R/W line
of said :Tanis Road to a point on the ''c,est line of the iE 1/4JSW 1/4 of said
THIS
Section 3; thence continue along the lrorth R/W line of r..anis Road
N;3046'54"W 149.56' to a point on the Easterly R/W line of U.S. Interstate
PROJECT �(• .° '`'�ROtK'��
Highway 430; thence in a Northerly direction along the Easterly R/W line of
i
said U.S. Interstate Highway 430 the following courses; N5°26'21"W 550.10';
N17019'08"W 203.90'; N3056'04"E 200.39'; I422040'22"E 187.43'; N42'27'22"E
"I•" •^ !- --
191.01% W53°11'30"E 204.3'; N33'10'40"E 102.0'; Nb7007'33"E 220.9';
1,469019'15"E 256.9'; N69°59'49"E 215.40 to a point on the Southern R/W line
°
of U.S. Interstate Highway 630; thence in an Easterly direction along the
NNSLeO L'
Southerly R/W line of said U.S. Interstate Highway 630 the following courses;
S89031'38"E 201.0'; 1486°25'E 289.7'; N87°57'E 11.0'- S:4°33'21"E 414.9';
s a
S86029'52"E 350.6' S11°44'28"E 285.5'• S24°34'E 114.9'• S15°42'39"E 105.7'
s �_ !�r'M' - ••. Y
S9017'19"E 142.3'; 588°24'E 187.4'; N3°51'30"E 324.08'. 587`42'E 321.61;
N74034'09"E 338.9'; S68'51'10"E 687.8'; S89'14'E 331.0'; N72°50'E 212.6';
S62058'20"E 306.3'; S82`23'12"E 469.5'; S 6 3 ' 3 3 ' 5 5 " L 28 70'; S35°11'51"E
116.7'; S1°33'00"W 94.0'; to a point on the 'Test R/W 1'ne of John Barrow
Road; thence N89'28'W 610.0'; thence SO'21'E 284.2' to a point on the North.
...... 'a ri= t'
line of Patton Place Addition; thence S89'55'W along the North line of said
„ yje
Patton Place Addition 645.3' to a point on the Westlint of the SW 1/4 SW 1/4
`"` •°
E„o' `' `-',
of Section 2; thence SD'38'E along said West line of the SW 1/4 SW 1/4
„
Section 2 and the West line of Patton Place Addition and Lonaacre Place
w ,f,°,.•__;
Subdivision 636.8' to the point of heginning, containing 169.3 acres, more
,Jh"f
•, I'll ••-I'
or less.
LESS AND EXCEPT the following described lots in the Baptist Medical Center
Development;
`- L,ot
1 -
Book
32,
Page
88
(1.36
AC)
Lot
lA -
Book
32,
Page
88
(3.73
AC)
I.ot
3 -
Book
32,
Page
62
(5.09
AC)
Lot
4A -
Book
38,
Page
78
(4.44
AC)
Lot
4B -
Book
38,
Page
78
(2.22
AC)
Lot
5 -
Book
41,
Page
08
(3.294
AC)
Lot
6 -
Book
41,
Page
287
(3.67
AC)
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ACo,VG .,PC9 Z4W�9T,NS.
4. /ROA/ P/,i S 4A101ae MONUMENTS A.PE' SETATALL CO?R/E?S.
,vas za Jw 675' --1
BAPTIST
GRAPHIC SCALE IN FEET
ROSERT C. LOWE, JR.
PRELIMINARY PLAT
EDICAL CENTER CAMPUS
ONE INCH EQUALS TWO HUNDRED FEET
OCTOBER 1982
C vsScd �6
9,3
HODGE5. DEAN. LOWE. Mc DETRICK
ENGINEERS/PLANNERS/SURVEYORS
P.O. Box 1416 (501) 664 $000
3426 OLD CANTRELL ROAD LITTLE ROCK. AR. 72211
The net Acreage in the above described property is 142 acres, more or less.