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/0,55 -55 J" y5_ — \ \�\ "' REGISTERED ENGINEER
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r i Ar s, — 'SQ-�$pl;7 \ Z. 2` CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
_1 _ - �"'�� �i �• l ' `` C, Ed �rs s hereby certify that this plat
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5efbock Ado \� \ \ � \ \ \ correc y repress oun ary survey made by me and all morill
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/ \ ments shown hereon actually exist and their location. size, type
�In and material are correctly shown.
Jill
/ ¢/94 �•
? ` /3 2.3 aliSo'o Execution. RMAKE
EGISTERNo.. 1001 A
REGISTERED LAND SURVR SAS
CEITIFttA OF PR_FI.1111NAAY PLAT APPROM-
/ 5 A ` \ \ \ n A \ RELATIVE
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
T Z I�j k/ \ \ \ \ \ \ �/ , \ T E TO THE PREPARATION AND SUBNITTAL OF A PRELIMINARY PLAT HAVING
BEEFULFILLED,
ROVISI APPROVAL OF THIS PLAT IS HERESY GRANTED, SUBJECT TO
ar SHALLFURTHER PROVISIONS OF SAID RULES AND aE6ULAT 10NE. THIS CERTIFICATE
SHALL EXPIRE. ,
N 6'Q%� 35 .00'000, 10 ,
DATE OF EXECUTION STONED) HAMI
LITTLE ROCK PLANNING COMMISSION
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NE, THE UNDERSIGNED, OWNERS OF ill AM ROTATE ENDNA AND DESCRIl�D
HEREIN DO HEREBY CERTIFY THAT WE RAVE LAID OFF, /LATTaD AND SUBDIV-
IDED, AND DO HEREBY LAY OFF, FLAT ,AND SUBDIVIDE SAID REAL ESTATE
1H ACCORDANCE WITH THE WITHIN FLAT, -
DATE OF EXECUTION All (SIGNATURE)
ADM$$,
SOURCE OF TITLM D,Rs — Mat
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
Lost Liroc ai' SE'/4, NL'/Q
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I. hereby certify that this plat
correctly represen s a p a ma a by ale, and that engineering Ill
qutraments of the Llttle Rock Subdivision Rules and Regulations
have been complied with.
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Datb of Execut-Ton
1/0.
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 Corner of the above said East '% of the Northeast '% of Section 5;
Thence South 860 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 300 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 Chenal Parkway; Thence along the said Right -of -Way Line of Chenal
Parkway the following Courses and Distances: South 54' 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' 54" East, a distance of 160.22 feet to a point; Thence
South 280 59' 64" East, a distance of 122.28 feet to a point; Thence around a curve to the left
through a central angle of 160 48' 26" an arc distance of 434.85 feet, a radius of 1482.39 feet and a
chord bearing of South 370 26' 28" East with a distance of 433.29 feet to a point: Thence North 860
47' 26" West, a distance of 1209.66 feet to the POINT OF BEGINNING. Containing 16.44 acres, more
or less.
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DRAWN BY
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DESIGNED
C.E.G.
CHECKED
j if. 5.
DATE
Feb.'i /9y¢
SCALE
PROJECT NO.
93655/
SHEET
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