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Source of title: 0.0. Pale
Instrument no. - -73a32
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
1, Joe D. White, nereby certify that
this plat correctly represents a bound-
ary survey made by me and all monuments
shown hereon actually exist and their
location, size, type and material are
correctly shown.
Date ofExecution "J a D. White, Registered Land
rveyor No. 534, Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
l; Timothy E. Daters, hereby certify
that this plat correctly represents a
plat made by me, and that engineering
requirements of the Little Rock
Subdivision Ay� !Bs and Regulations have
have been coatpl r tl wi th.
Nte of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, 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
CfJ This certificate shall expire
Date of Execution Planning Administrator
- Little Rack Planning Commission
s
Legal Description---rp���
Part of the W1/2, W1/2, Section 4, T-1-N, P-13-14, Pulaski County,
Arkansas, more particularly described as: Beginning at the �Q
Southeast corner of Lot 2, Rock Creek Squire, Little Rock,
Arkansas, said corner lying on the West right-of-way line of a)
Bowman Road; thence SO'01'03"E along said West right-of-way line,
444.08 ft. to a point on the North line of the NW1/4, SW1/4, said e -
Section 4; thence Southerly and continuin;: along said West right -
op
of -way line the following bearings and di!tances: SO°23'08"W,
436.11 ft.; S18°18'W, 76.54 ft. and S51°21'50"W, 35.35 ftto a
point on the Northwesterly right-of-way l ne of Chenal Parkway;
thence S85'03'14"W along said Northerly r ght-of-way line, 50.99
ft. to a point; thence N83'38'10"W and continuing along said
North right-of-way line, 137.38 ft. to a toint; thence
Northwesterly and continuing along said NorLherly right-of-way
line, being the arc of a 1285.68 ft. radios curve to the right,
having a chord bearing and distance of N6-'04'54"W, 732.65 ft. to
a point; thence N50°31'38"W and continuing along said Northerly
right-of-way line, 391.13 ft. to a point an the North line of
said NW1/4, SW1/4; thence S89022'30"E alorg said North line,
344 .35ftto a point; thence NO°26'37"W, 434.28 ftto a point
on the South line of Lot 1, said Rock Creak Square; thence
S89'58'32"E, along the South line of said Lot 1 and along the
South line of Lot 2, said Rock Creek Square, 877.55 ft. to the
point of beginning, containing 19.1199 Acres more or less.
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WHITE-DATERS & ASSOCIATES, INC.
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CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
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Date: ,
401 Victory Street Little Rock, Arkansas 72201
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Survey By: Drawn By: Checked Be: Appro�rd By:
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