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VICINITY MAP
CERTIFICATION OF PRELIMINARY SURVEYING ACCURACY: seeLe NOhl
obt4�, hereby certify that this plat correctly represents a boundary
survey made by me and all monuments shown hereon actually exist and their
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location, size, type and material are correctly shown.
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VATF. OF EXECUTION Registered Land Surveyor, No. 96, Arkansas.
CERTIFICATION OF PRELIMINARY ENGINEERING ACCURACY:
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I,��i,� , 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.
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DATE 08 E-XEUCTiON Registered Professional Engineer, No. 1917, 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
sIP said Rules and Regulations. This Certificate shall expire
Date
DATE OF EXECUTION Little Rock Planning Commission
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DESCRIPTION:
Tract 2, Ecumenical Retirement Center Addition and part of the SE} SW}, Section 10, T-1-N, R-1.3-W
Pulaski County, Arkansas, dscribed as follows:
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Starting at the Southeast corner of the SE} SW} Section 10; thence NO°00'26W a distance of 325.0
V\feet
to the Point of Beginning; thence N55°00'26"W along tha Northeasterly line of Tracts 1, 2
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nand
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3, Ecumenical Retirement Center Addition, Little Rock, Pulaski County, Arkansas, for a
f 620 72 f ' "
distance n eet, thence N85 00 26 W along the North line of said Tract 1 for a distance
f 149.53 feet to the East right-of-way line of Aldersgate Road; thence along said East right -of
��- ay line on a 390.0 feet radius curve to the left for a distance of 285.27 feet; thence continue
long said East right-of-way line N55000'26"W for a distance of 288.64 feet; thence continue
long said East right-of-way on a 561.74 foot radius curve to the right for a distance of 321.68
feet; thence continue along said east right-of-way line on a 25 foot radius curve to the right
v \ or a distance of 50.29 feet to a point on the North line of the SE} SW} of said Section 10;
hence S86 56 57 E for a distance of 567.26 feet to the Northwest corner E}, SE} SWI of said
Section 10; thence S87°26'03"E for a distance of 657.92 feet to the Northeast corner of the
E} SW} of said Section 10; thence SOO°00'26"E for a distance of 983.76 feet to the Point of
oBeginning and containing 16.3 acres, more or less.
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PREPARED FOR.
/�ovniD�T/ 0nl lrJ� MARLAR ENGINEERING CO. INC.
5318 John F. Kennedy Boulevard'Gnrs
g E C North Little Rock, Arkansas 72116
7Z T� I / INCORPORATED Phone: (501) 753-1987
PROJECT:
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JOB NO,
SCALE 7771
DRAWN BY
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DATE
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APPROVED BY
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