HomeMy WebLinkAboutS-0238-D Map 1PREPARED FOR
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PLAT
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VICINITY MAP
!TIFICATION OF PRELIMINARY SURVEYING ACCURACY: SCA,-< ao..
�C•/�Lne�_, hereby certify that this plat correctly represents a boundary
•vey made by me and all monuments shown hereon actually exist and their
ration, size, type and material are correctly shown.
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'E OF EXECUTION Registered Land Surveyor, No. 96, Arkansas.
TIFICATION OF PRELIMINARY ENGINEERING ACCURACY:
%611..., hereby certify that this plat correctly represents a plat made
me, and that engineering requirements of the Little Rock Subdivision Rules
Regulations have been complied with.
E OF EXEUCTION Registered Professional Engineer, No. 1917, Arkansas.
TIFICATE OF PRELIMINARY PLAT APPROVAL:
requirements of the Little Rock Subdivision Rules and Regulations relative
the preparation and submittal of a Preliminary Plat having been fulfilled,
roval of this plat is hereby granted, subject to further provisions of
i Rules and Regulations. This Certificate shall expire
Date
i OF EXECUTION Little Rock Planning Commission
menical Retirement _Cepjtat Addition and parr of thv SF.{ 4W1, Section 10, T-1-N, R-13-W
ty, Arkansas, dscribed as inliow�::
the Southeast corner of the SE} SW} Section 10; thence NO.00126W a distance of 325.0
Point of Beginning; thence N55000126"W along the Northeasterly line of Tracts 1, 2
nical Retirement Center Addition, Little Rock, Pulaski County, Arkansas, for a
620.72 feet; thence N85000'26"W along the North line of said Tract 1 for a distance
et to the East right-of-way line of Aldersgate Road; thence along said East right -of
a 390.0 feet radius curve to the left for a distance of 285.27 feet; thence continue
ast right-of-way line N55°00'26"W for a distance of 288.64 feet; thence continue
ist right-of-way on a 561.74 foot radius curve to the right for a distance of 321.68
continue along said east right-of-way line on a 25 foot radius curve to the right
:e of 50.29 feet to a point on the North line of the SE} SW} of said Section 10;
i'57"E for a distance of 567.26 feet to the Northwest corner E}, SE} SW} of said
:hence S87"26'03"E for a distance of 657.92 feet to the Northeast corner of the
tid Section 10; thence SOO°00'26"E for a distance of 983.76 feet to the Point of
I containing 16.3 acres, more or less.
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MARLAR ENGINEERING CO., INC
C5318 John F Kennedy Boulevard
North Little Rock. Arkansas 72116
- / --„ INCORPORATED Phone: (5D1)753-1987
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