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WE. THE WH ERt1ONE0i OtaIEM OP THE REAL OTAtE SNOMI AND DESCRIBED
HEREIN 00 HERESY CL%TIVV THAT WE HAVE LAID OFF, PLATTED AND SUBDIv-
40E0, AND 00 HEREBY LAY OFP. FLAT AND UNDIVIDS SAID KRAL ESTATE
IN•ACCONDAMCE Willi THE WITHIN PLAT. _
DATE of axECUTtoN. NAIK t91+NATUMI
AD01 $ ,
SOURCE OF TITLat D.Rr
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
Cost [/NC 411 5E1/4, NC'/¢
I. hereby Corti fyy that this plat
co r y reprosen s a plat RIB by me, and that engineering re-
11118 ateltts of the Little Rock Subdivision Rules and Regulations
have been complied With.
er
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/0155 T�F � - 55— y� /\ \ L - 4 REGISYERED ENGINEER
§8' 5/GN/i6 6'vc 32/. 2G T°� _= ¢3�.7r \� ° 3Q E 289 3 . ARIWISIIs
9 66'S¢,00-E ®— 0 /yg q�' Ar D s �22. 2` CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
Q 20 ��1Z
A / —_ -\ /5 i �D9 95 ' \� ! ' Top 4¢2:06
� \ 3 R 434,9� I. survey
certify e a this plat
C. Ed L� rill ti her
/ correctly rapers s a actually
aryexist
survgy adsheir by at and all , type
Rlantl�EhoHn arson actor/ly exist and their location, size. type
�In and material atro correctly shown.
.44
? /3 2.39� \ lia4e � "OCUt on RAM
REGISTERED LAND SURV YOR
NO. 1tR • ARKANSAS
Y\ \ \ \ � p � �\ \ CFl[C(FIfATF OF p 1 itlt AaY PIAT APPROVAI
5 ` \ ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
RELATIVE To THE PREPARATION AND SURMITTAL Of A PRELININA14Y PLAT HAVING
l / , G W L� \ \ \ \ \ \ \ D` \ DEEM. FULFILLED, APPROVAL OF THIS PLAT tt NSRSBY GRANTED. SUBJECT TO
D• 6� $HALLEEXPIR¢ISIONS OF SAID BULBS AND RESULATIONia Tt1IS CERTIFICATE
N . � -�� \ \ \ Lemur /n DATE
GATE OF EXECUTION BISNE E
Z ,%D \ \ \� \ \ '\ \ - LITTLE ROCK PLANHIHG COMMI3S ON
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Jr. IQ
970
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\ \ \ \ \\ \ \ \ \ N Two 662
LEGAL DESCRIPTION
A TRACT OF LAND BEING PART OF THE E % OF THE NE % OF SECTION 5, T-1-N, R-13-W, IN THE
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
Commencing at the Southwest Comer of the above said East'/: of the Northeast''/, of Section 5;
Thence South $60 47' 26" East, a distance of 29.90 feet to a point of the Easterly Right -of -Way Line
of Atkins Road and the true POINT OF BEGINNING; Thence North, along the said Easterly Right -of-
Way Line of Atkins Road a distance of 755.14 feet to a point of the Southerly Right -of -Way Line of
West Markham Street; Thence along the said Right -of -Way Line of West Markham Street the
following Courses and Distances: Thence South 870 44' 24" East, a distance of 278.33 feet to a
point; 'Thence around a curve to the left through a central angle of 30° 41' 59" an arc distance of
207.95 feet, a radius of 388.10 feet and a chord bearing of North 760 54' 38" East with a distance of
205.47 feet to a point; Thence North 760 15' 03" East, a distance of 91.27 feet to a point of the
Westerly Right -of -Way Line of Chanel Parkway; Thence along the said Right -of -Way Line of Chenal
Parkway the following Courses and Distances: South 540 22' 56" East, a distance of 97.86 feet to a
point; 'Thence around a curve to the right through a central angle of 110 43' 20" an arc distance of
282.82 feet, a radius of 1382.39 feet and a chord bearing of South 340 44' 08" East with a distance
of 282.33 feet to a point; Thence South 280 59' 64" East, a distance of 160.22 feet to a point; Thence
South 280 59' 54" East, a distance of 122.28 feet to a point; Thence around a curve to the left
through a central angle of 16" 48' 26" an arc distance of 434.85 feet, a radius of 1482.39 feet and a
chord bearing of South 37' 26' 28" East with a distance of 433.29 feet to a point: Thence North 860
47' 26" West, a distance of 1109.56 feet to the POINT OF BEGINNING. Containing 16.44 acres, more
or less.
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DRAWN BY
E.E.
DESIGNED
C C.6,
CHECKED
DATE
feb.8, /994
SCALE
PROJECT NO.
93a55/
SHEET
OF