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PK0FF.SS14►NAL
ENGINEER
No_5033
E.
CERTIFICATE OF SURVEYING ACCURACY
I, Joe D. White, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
material are correctly shown.
Date of Execution Joe D. kfifte , _
Registered Land Surveyor
No. 534, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Timothy E. Daters, hereby certify that this
plat correctly represents a plan made by me,
and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations
have been complied with.
�.
Date of Execution Timoth E. Daters
Registered Professional
Engineer No. 5033, Arkansas
LEGAL DESCRIPTION -
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate shown and described herein, do hereby
certify that we have laid off, platted, and
subdivided, and do hereby lay off, plat, and
subdivide said real estate in accordance with
this plat.
Date of Execution
D.R._Page
Address
Instrument No.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment Is hereby accepted. This certificate is
hereby executed under the authority of said
Rules and Regulations.
Date of Execution Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record , 19 in Plat Book
Page
Part of Block 'D', Westpark Development, Little Rock, Arkansas, more
particularly described as: Beginning at the Northeast corner of said Block 'V';
thence Southeasterly along the east line of said Block 'D', being the are of a
311.48 ft. radius curve to the left, having a chord bearing and distance of
S 23 dog. 28 min. 31 sec. E, 34.09 ft. to a point; thence S 26 deg. 36 min.
45 sec. E and continuing along said east line, 0.38 ft. to a point; thence
Southeasterly and continuing along said east line, being the are of a 311.48 ft.
red4vs carve to the left, having a chord bearing and distance of S 49 dog.
59 min. 36 sec. F., 247.54 ft. to a point; thence S 1 deg. 47 min. 15 sec. W and
continuing along said east line 5.21 ft. to a point; thence Southeasterly and
continuing along said east line, being the arc of a 316.48 ft. radius curve to
the left, having a chord bearing and distance of S 80 deg. 31 min. 27 sec. E.
75.18 ft. to a point; thence S 87 deg. 17 min. 27 sec. E and continuing along
said east line, 25.78 ft. to a point; thence Southeasterly and continuing along
said east line being the arc of a 203.86 ft. radius curve to the right, having a
chord bearing and distance of S 42 deg. 45 min. 06 sec. E, 285.-97 ft. to a
point; thence S 1 deg. 47 min. 15 sec. W and continuing along said east line,
147.27 ft. to a point; thence Southeasterly and continuing along said east line,
being the arc of a 507.46 ft. radius curve to the left, having a chord bearing
and distance of S 8 deg. 27 min. 17 sec. E, 180.1 ft. to a point; thence
S 1 deg. 47 min. 15 sec. W, and continuing along said east line, 186.91 ft. to a
point on the easterly floodway line of Rock Creek; thence Northwesterly along
said easterly floodway line, the fol lowing, bearings and distances: N 33 deg.
45 min. 37 sec. W, 799.81 ft. and N 36 deg. 37 min. 26 sec. W, 286.01 ft. to a
point on the north line of said Block 'D'; thence N 69 deg. 39 min. 44 sec. E
along said north line, 110.0 ft. to the point of beginning, containing 4.2567
acres more or less.
PART 01'
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