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CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
I, hereby certify that
this plat correctly represents a
boundary survey made by me and all
monuments shown hereon actually exist
and their location, size, type and
material are correctly shown.
Signed
Date of Execution Name, Registered
Land Surveyor
No. _, Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
I,'r.�ty. ,��,e, hereby certify that
this plat correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
Signed
Date of Execution Name, Registered
Engineer, No.
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. This Certificate shall
expire
Date
Signed
Date of Execution Name,
L.R. Planning
Commission
�i 7
WILLIXI Y
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PROPERTY DESCRIPTION
Lot 11, Markham Commercial Subdivision and part of the Northeast 1/4
ok the Northwest 1/4 of Section 4, T-1-N, R-13-W, all in Pulaski County,
Arkansas, being more particularly described as follows:
Starting at the Northwest corner of the Northeast 1/4 of the Northwest
1/4 of said Section 4; thence South 00001'09" West 660.03 feet to the
Northwest corner of the South 112 of the Northeast 1/4 of the Northwest 1/4
of said Section 4; thence South 88042'52" East 395.38 feet to the point of
beginning (said point being the Northwest corner of said Lot 11, Markham
Commercial Subdivision); thence continuing South 88942'52" East 618.85
feet; thence South 00036'34" East 428.37 feet to the Northeast corner of
Lot 3, said Markham Commercial Subdivision; thence North 89055'14" West
along the North line of said Lot 3 a distance of 177.35 feet; thence
continuing along said North line on a curve to the left having a radius of
77.50 feet, an arc distance of 62.08 feet and a chord which bears South 670
07'48" West 60.44 feet to a point on the North right-of-way line of Markham
Park Drive; thence along said North right-of-way line on a curve to the
left having a radius of 272.36 feet, an arc distance of 159.33 feet and a
chord which bears North 69009'34" West 157.07 feet; thence continuing along
said North right-of-way line on a curve to the right having a radius of
436.68 feet, an arc distance of 264.45 feet and a chord which bears North
68434'10" West 260.42 feet to the Southeast corner of Lot 10, Markham
Commercial Subdivision; thence North 31'21'00" East along the East line of
said Lot 10 a distance of 147.90 feet to the Northeast corner of said Lot
10; thence North 59'40'38" West along the North line of said Lot 10 a
distance of 148.28 feet to the East right-of-way line of Bowman Road;
thence along said East right-of-way line on a curve to the left having a
radius of 548.00 feet, an arc distance of 124.09 feet and a chord which
bears North 23°50'09" East 123.83 feet to the point of beginning containing
5.720 acres, more or less.
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CURVE DATA
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DETEr� i IDN STORAGE CALCS.
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VICINITY MAP
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Mehlburger
Tanner
Robinson
&Associates
Architects -Engineers
201 Smik hard
P 0. Bar 3837
Link Rock. AR 72X3 3837
5011375.5331
COPYRIGHT 19
Mehlburger Tanner Robinson
9 Associates
DRAWN !Y:
CHECKED By. DC
APPROVED BY:
SME TE�NO.