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iDWARD GERALD ShiIT
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LAND SURVEYC
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CERTIFICATE OF SURVEYING ACCURACY
I, Edward G. Smith, 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.
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Oafe—of Execution Edward G. Smith
Registered Land Surveyor
No. 9, Arkansas
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.
te of ExecTi—on
Address
Instrument No.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
I, Edward G. Smith, hereby certify that this Pursuant to the Little Rock Subdivision Rules
plat correctly represents a plan made by me, and Regulations, and all of the conditions of
and that the engineering requirements of the approval having been completed, this docu-
Little Rock Subdivision Rules and Regulations ment is hereby accepted. This certificate is
have been complied with. hereby executed under the authority of said
Rules and Regulations.
f, ._ ,.
Date of Execution dw r J too Execution tt a ck Planning
Registered Professional Commission
Engineer No. 485, Arkansas
CERTIFICATE OF RECORDING
sf1 This document, number filed for
record _, 19 , n at Book ,
A Page - "`
1,
•' _.._ Name
GU of Q,0<144Af -'57
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part of Tract 9 West Markham Street Subdivision, Little
Rock, Arkansas, more particularly described as: Beginning at the Northeast corner of said
Tract 9, said corner being located on the South right-of-way line of West Markham Street;
thence S2°05'30"W along the East line of said Tract 9, 279.3 ft. to the Northeast corner of
Lot 6, Executive Park, an Addition to the City of Little Rock, Arkansas; thence N87°54'30"W
along the North line of said Lot 6, 234.4 ft. to the Northwest corner thereof, said corner
being located on the East right-of-way line of Executive Coprt; thence Northeasterly along
said East right-of-way line, being the arc of a 235.44 ft. radius curve to the right, having
a chord bearing and distance of N25040'12"E, 50.33 ft. to a point; thence N31"35'35"E and
continuing along said East right-of-way lire, 64.2 ft- to a point; thence S58°24'25"E and
continuing along said East right-of-way line, 5.0 ft. to a point; thence Northeasterly and
continuing along said East right-of-way line, being the arc of a 316.48 ft- radius curve to
the left, having a chord bearing and distance of N17°57'41"E. 149.16 ft. to a point; thence
Northeasterly and continuing along said East right-of-way line, being the arc of a 25 ft.
radius curve to the right, having a chord bearing and distance of N40°07'301, 29.24 ft. to
a point on the South right-of-way line of West Markham Street; thence N75055'E along said
South right-of-way line, 54.16 ft. to a point; thence S86c2!'E and continuing along said
South right-of-way line, 67.40 ft. to the point of beginning, containing 47,178 sq. ft. or
1.0830 Acres more or less.
Pi;rp;�. ,Med
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EDWARD G. SMITH & ASSOCIATES
Revised:
Date:
CONSULTING ENGINEER
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Hor.
Vert.
401 VICTORY LITTLE Root, ARxANSAs 72201
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Drawn By:
Checked BY:
Approved Bc:
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