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Ar JNG ,A I hereby certify that I have surveyed a tract of land locr'.ed in the
\\ GPS 3t 30 IVI/4 SE1/4, Section 26, T -2-N, R -3-N, Pulaski County, A•kansas, more
o \ 5°5 particularly described as: Startingat the Southwest corner of the
43.4 0 _ I I .I ^' Z �� I� i T� .57 d NW1/4 SEi/4 said Section 26; thence N0005'E, 196.75 ft. to the point of .
o IQ: i`• I� ' /j9•L beginning; thence continue WOVE. 133.80 ft. to a point; thence N0•24'04"E,
( _ " o i I I ) i 347.81 ft. to a point on the South right-of-way line of Arkansas State
22 < I ,µtP Ilighiway No. 10; thence S806471 along said South right-of-way ttne, 54.1 ft.
1 - a: 1 0 (L I I- ZA !,� to a point; thence Southeasterly and continuing along said South right-of-way
11 N o l� I `. 01 Asa"T line being the arc of a 1949.06 ft. radius curve to the left, having a
o �• 2a3 ' ''' Q1 (i° k� 6� chord bearing and distance of S06'01'57"E, 366.47 ft. to a point; thence
l � 4 v _ a ® l �� 1 P5 �o� \ • continue Southeasterly along the arc of� 5 ft. radius curve to the right,
►� - } Q•-- - i I Q having a chord bearing and distance S47 04 36 E, 34.05 ft. to;a point on the
< = Y I I p 1 West right-of-way line of Andover Court; thence S4°08'29"E along said Nest
(n .r right-of-way line, 139.31 ft. to a point; thence Southeasterly and
l --- m - 1 \P I / j g a d� to
continuing alonn said West right-of-way line, being the are of a 320.10 ft.
_ I r Y ((1 M / ®� radius curve to the right,; having a chord bearing and distance of S6448146"W,
1 �' m -' �)_ r THREE STORY - <` I �/� v "tom 124.69 ft. to a point; thence Sl7°46'W, and continuing along said West
1'`•'G"�V. �`
V. S*? y - -- - ; �_ a _ -o �4 ", ,rb// CV - •,, si„y pay) •W fp,.ara>yatered.:�»clautveyer,Licensed+7o. i28),ina-atfwrhaR orifAA atiy -right-of-way sine, 97,77 ft, to e.pbeing thenar Southwesterly -and contidutgg
_ �� Q s V _ ° / /c 05 thong said Nest right-of-way line, being the arc of a,316.48 ft.
I I'^ e)_t i✓! i - "' x a SHOPPING MALL O I ! / -��. e t inI ric fy. t = �• I fNeck , having g
4 .r A--- curve to the left, twin a short bearing and distance of 513 23 30 W,
i o [� o ♦ ,
. I V• - 6k,: o (U U) yid 4.1' IS -RCP / ,., Q iia ss - a v81 --i,. ' 48.29 ft. to a point; thence S9 Ol W and continuing along said West right-
z N nt beginning contai g . acres more or less, 1 ft. to the
1 - •. .]C... - - i- � � \ 0 .._ i .: y . •. �� .. '. a�`tNttrr.ou� + awt�-w?_^; �•� poiway ' agooin4 59hene
_ _ - 1 /hie , • t;t t� n5•hy>t� -+e.m d»er- u'3,..e>*,.rv":a,.-"
c ine, 20.9 ft to a 589 50'30'W, 397 1
of be isntn
656' yI 'f '•l ,yi•1g42 ofhka:tdtimn+DanRa;farFy-xibrd.
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4 0 -- I i0� o Ii ti G (2) ilro Survey and 4m. irdivaation, contracts mid distances shown thereto are corrccr - A tract of land located in the NWl/4 SEi/4, SecVon 26, T -2 -11,R -13-W, Pulaski County,
_ - J Arkansas, Imre particularly described as.
Starting at tit. Southwest corner of,; the
V H 22,8 (x� (3) detitlahnesandItensofactualpossessionamthesame; HW1/4 SEI/4. said Seetlon',26; thence IIO°05'E, 196.75 ft. 40 a point; thence continue
_ _ U - e ) ¢ NO°OVE, 133.80 ft. to a point; thence N0924'04"E, 347.01 ft. to,a point
- " •� I (Cl I� (4) the WW described in the Survey is the same and as described in the tin= insurance contsdlment
of the South right-of-way l ine of Arkansas State.11ighway llo.
10;'thence
a 4� - ASPHALT h described below; S80647'E alonry said South right-of-way line, 54.1 ft. to a point; thence
d -r I N Southeasterly and continuing along said South right-of-way line being the
1.5' \,� / j {4) nonaFtaoftlusu&jeepopetTyaadlhasiae,locationandtypeofbuildngsandimprovenren/sarin arc of a 1949.06 ft. radius curve to the left, having a chord gearing and
5.5` 1, 3° +. 4.3' 11.0' _ j` 'JF any Aner�mumsituatedonNesubjectpropertyareasshownandANbuildingsandunprovemnts � distance of 586.01'57"E, 366.47 ft. to a point; tl•ence continue Southeasterly .
2.0, fi. 63.0' / P nr; along the are of 25 ft. radius curve to the right. having a chord bearing
�I(` are within the boundary fines and applicable art -back lines of the 9
s � q / � r' and distance 34704'38"E, 34.05 ft. to a point o•I the West right-of-way
N 6 ro 30.0 I` line of Andover Court; thence N05.51'30"E, 60.0 ft. to a point on the
� n o J (6) deFoarenoviolattionsoftoningordnmcn,rue'ictionsorothe ndosamiregulationsWith thence N4•08'29"W along said
East right-of-way line of Said Andover Court; g
ice`
1 / rcfermeotothe location ofmid buildings and impmvernents, East right -Of -way line 1.61 ft. to the point of oeginning, said point being
~ / �' J fiar acaroful neral the intersection of the said East right-of-way line of Andover,Court and
! JI (7) theft t y the South right-of-way line of Arkansas State Highway No. 10; thence 1188"03 E
- inspadimt of ft me ir,, other than those sham and de<AcW on the Su ,qy; . .
along said South right-of-way line, 29.21 ft. to a point; thence 111'57'k
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nd continuing along said South right-of-way line. 20.0 E. to A M nth
dura en fro encroadunimis on the adjoining properties, awards, or shit's by any of said buildings, thence N88°03' E and continuing along said South right-of-way l ine, 13.4 ft.
U ryLr FIP �/ nructurceand improvar,ents,other than a shown am the Survey; to a point; thence Southeasterly and continuing along said South right-of-way
/ c.line, being the arc of a 699,3 ft. radius curve to the right, having a
- _ • r 0 Q• �(/ (9) torero aro m patty watts or visible eneroadwta»s on said described prc,xrry by strasshovialloys n I chord bearing and distance of S87906' E. 113:77 ft. to a point; thence
buildings. strom rewothm-improvementssituatedanadjoiningprdpuny,"Captasshowsonllw SO°08'w, 105.0 ft. to a point; thence S75053'36"W. 49.20 ft. to a point;
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Survey; thence S45050'16"W, 83.45 ft, to a point; thence 543032'59"w, 54.43 ft. to
o _ / f UU11 11 a point. on the East right-of-way line of Andover Court; thence Northerly
9 r / (to) 9" utility servicesmgruredfortileOperationofdieprecit"eitheraft thepresusesthrough along said East right-of-way, line, being the arc of a 380.10 ft. radius
/6,23,
adjoining public streets, or the Survwy shows the point of entry and Ixu on of my utilities that curve to the left, having a chord bearing and distance of .40009'11'E.
FOUND CONC; - w� 62.3, �/ o {� /t j pass through 58.12 ft. to':a point; thence 114.08'29"W and continuing along said East
° f ^ } 'right-of-way'lir.e. 140.92 ft. to the point of beginning, containing• 0.5124
MON'T. r, ;,. �. 23 3 JI ( v 01) the Survey shows the lamtion and dirocime of all storm draining sysu:ms for the collmlion and acre erre or less. _
�•( 1✓ Q / .n �. a disposal of a8 roof and surface drainage;
- ' oK /. JJ�Jt w
- 8 Al, " y tg I e:yance, r ey: LESS AND EXCEPT
M (.(� » (12) azo dis�a a into streams, rivers or WFur conv s stem rs sbom: on flu Sury
22.6 NL
2
/ 1 i/ lj (13) the parcel described in thus Survey does out lie within flood Marard areas in mccur with part dedicated'as public street. right of way located .n the NWl/4
`(,; O, _0 2,0 fs, airy turps entitled: "Flood Insurance Rate Map" or "Flood }fears Fbrdway Boundary Map," SEI/4, Section 26, Township 2 North, Range 13 Nest, p•hlaski
h \� RCAt "Fined Hazard Boundary Map"or"Flood Boundary and Flmdway M>n" published by tho Federal county, Arkansas, more particularly described as: St �rting et
Emas tAgency" a Flood hazard Bouch ilisledb the U.S. the Southwest corner of the NWI/4 SEI/4, said Section 26; thence
Ap BAY (•ihBoundary
y North 0 degrees 05 minutes East 196.75 feet to a point; thence
G - 14.8' / of }fou and urban t Tle ss, cormod) indicates the sett
0s, 14.8' G �Il• � 0 ihpartnreat sag �°tapah°° ^'eY ° continue North 0 degrees OS minutes East, 133.90 feet; thence
dasigmtion of tarry area shown as being within a find heard arca;
`�7J• �- \ .\ ,_-_ .r/ 62 / North 0 degrees 24 minutes 04 seconds East 747.91 feet to a point
Department of Houu% urd Urban Development The survey ecrrady isdrraW the one on the South right of ve line of ArY.ansas State HighwayNo. 10;
\ S y
a R ! C K / /I j dpi�gtion of any area shown as theing within lsmtrd uea; thence South eo degrees 47 minutes Hast, along said South right
S inns •'�,,,.n•,m,.,y„••• of way line 54.1 feet to a point; thence Southeasterly and
ell �' / '� �r++tf GJ"j'L7 •'•4,• continua ale said South right of wayline, being the arc of a
O I , Al' \ M _- J % •"�l.V1 4 (14) Ile subject properly has access lO and honoaduly dedicated and acceped public streets highway. 1949. e6 feet radius curve to the left, having a chord bearing and
Y G b cis s ........, 0
® pP' ! SRO 0 \ / �J r�$TA,IE DF q. S• distance of South R6 degrees of minutes 37 seconds Eaat, 366.47
0 ,.' / 'iq feet to a point; thence Southeasterly along the arc o.` a 25 foot
f i a �J
NSA '4 4 (IS) Except as shown On dw 5nrvcy, the subject proixny does not sone aryl adjoining properly for radius curve to the right, having a chord bearing and distance of
r�
.e N 1281 a South 47 degrees 04 minutes 38 seconds East, 34.0 fee to a point
G 'Op �s :I S /3 °23'30 a %{/ a �//� 1 ! drainage, utilities, or ingress or egress; and
on the west right of way line of Andover court; thane: North 95
/�/ S degrees 51 minutes 30 seconds East 60.0 feel to a pei.Yt on the
W pG n I r (16) tiro record description of flu subject property forms a frumlrprrurcallp cored figure.
48.29 / L ,� %, SIGN'�R6 B East tight of way line of said Andover Court; thence North 4
vi 100'0 n Ji L A _ �,f�;•'� degrees Oe minutes 29 seconds West, along said East right of way
O ASP ALT PARKING 'f LTh PO LE '� r�1 ••9, Ty 71re utukragued hos received aid examined a copy of Beach Abstract 4 Guaranty C°ngsuty's line 1.61 feet to a point on the South right of way line of
0 { - --� i II r ' •'% : fo�> "' ... �' Conatinmenl No. 97-12037; and lire iminion of any saner shown thereon to d:: extdLL it can be peened, Arkansas statidHsouth ighwayrignt lo;thence
waynl inNorth
x29.21 fast; thencerees 03 North
{ FI P t y .NAL LAS,. has been shown On lids Survey with tiro ap nvinutc recording reference 01 degrees 57 minutes Wast , along said south right of way line
jJ o the point of beginning ofthe Resonant herein
9S'STC 'w ✓ s.s MANNQL , - L r '•,,,w,,,..,.r..,,,, accurate. } y beu� described;
o;tthe a continuing
North South57 minutes Weet
9715 v 11 -� 09 0& W T!e nice listed above are eatitiui to rely cite Serve and this cMi;!care as true and a Nline of degrees
ees
as id
i-Ut� fb✓� 1 o
in
of way line, bei the arc of a 689.3 feet radius curve to the
IO�EASEMEI'T��lII 20.9 ° talon said Scutt right of way ling, 10.00 feet; theme North R4 !
tit deg, ng y
92' S 94.7 'ftris rurvey, is made hit accordarr-e W�!h site 1992 "Mhrinnrm Saaiard Mail Requ;rrnherrts (or feat; thence Southeasterly and continuing talon said South right _
_ .92.8
Lord TitkSurveys' joimiy wlablishexi ane adopted by Amprcan 1. rd Title Assoreatioo (-ALTA') arid right, having a chord izearing and distance of South 87 degrees 21 ••' � ✓ � `-"
\- f pp'�•y ,,,, y ii America,, Congress on $urveyiuS and Mapping ("ACSM') aid uxccls titre regrr:.lmmsuts of an Urban minutes 06 seconds West 113.77 feet; thence South 0 degrees 08r -
S 89 °50'30" W 397 // uh f 1 �N {{ �I L 'f Ap 4i Survey, as definat in the cunenl accuracy standards jointly adopted by At,TA ccs AC and mdudes minutes West 10.09 feet; thence Northwesterly, along a line, 10.0 - f
(� items 2,3,4,6,8,9,10,11 urs 13 of'i'abie A dreraof // �1 feet South of and parallel with said South right of way line,
J� Int I being the arc of a 699.7 foot radius curve to hitt left, a chord
AlJ.(/.,J//4 bearing and distance of North 87 degrees, 02 minutes 45 seconds
Signed -����--- West, 113.44 feeti. thence South 88 degrees 03 minutes West and I•i
continuing along a line 10 feet South of and parallel with said --.-
N;� '
r. q PR+dM White ! i3 ttA riaitt, Of Na line, 13-40 feet to the point of beginning.
. f'I.�A � fr7V f L , ` . �°t/' .I!'^8� I� 1 ... 3 G"'". / Regtatntiun No _ i ------- 3UR VE �# / n
11 nate: J/ °1%
4 WHITE-OATERS-9 ASSOCIATES NC. RA RT O Ti�F N W I/4, E I,�4 ea:
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CIVIL ENGINEERING, -AND PLANNING 6 0EVELOP .4ENT, SURVEYING p�s�p $$,yy��yy /q/ �/¢q ®^ gp qyq ' ` _ ��a
SEC I I V N• Lw�V , T x � A@ 9 ®9 r. 8
fp�'/,j . PA-RKIJ3 401 Victory Street Little Rock, 4rkans5e 72201 , 1H Vert
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S W CORNER N W 1/4, SE !/4
PULASK 't t2�� fit°! I 3
FIP SECTION 26, T -2-N, R -13-W °