HomeMy WebLinkAboutS-0845 Map 5157 33'
SW col-ner NE%a, 56C//0/'J
20 T•2-1V' e-13-W,
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CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate 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 the within plat.
Date of Execution
Source of Title:
PRELIMINARY ENGINEERING CERTIFICATE
I, Timothy E. Eaters, hereby certify that this proposed
preliminary plat correctly represents a survey completed
by me, or under my supervision on
19 _; that the boundary lines shown hereon correspond
with the description in the deeds cited in the above
Source of Title; and that all monuments which were found
or placed on the property are correctly described and
located
i
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, 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 of Execution Planning Administrator
Little Rock Planning Commission
Legal Description -
I hereby certify that I nave surveyed Part of the HE 1/4, Sectir,
`-
20•, T-2-N, R-13-W, Pulaski County, Arkansas, more particularli
describea as: Starting at the Southwest corner of the liE 1/4,
said Section 20; thence N 01° 08' 55" E along the West line of
said NE 1/4, 1343.32 ft. to the paint of beginning; thence
N 010 08' 55" E and continuing along said West line, 137.72 ft.
to a point; thence N 883 44' 36" E, 157.33 ft. to a point; thence
N 8- 12' 31" E, 98.2 ft. to a point on the Southerly right-of-way
line of Arkansas State Highway No. 10; thence Southeasterly along
said Southerly right-of-way tine the following bearings and
m
distances: S 62' 47' 32" E, 30.47 ft.; S 640 53' 06" E, 287.59
ft.; S 670 00' 02" E, 474.21 ft. and S 690 04' 15" E., 360.98 ft.
to a point on the West right-of-way line of Sams Peck Road; thence
S 06" 37' 10" E along said West right-of-way line 236.84 ft. to a
point; thence S 02` 36' 45" E and continuing along said West
p
right-of-way line, 264.98 ft. to a point on the Northerly right-
of-way line of a 50 ft. Little Rock Municipal Water Works
Easement; thence N 600 48' 48" W along said Northerly right-of-
way line, 1460.07 ft. to the point of beginning, containing
10.6916 acre more or less. Property lines are locate4 in
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accordance with established property lines. Corners were set as
shown.
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FL. 361.9
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I H E HEA41 c:�2F4:�,-TION 20,
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B.M. R.R. SPIKE. NW CORNER L-n-LE,� F.Gx-_K i Aiz
HWY. 10 a SAM PECK RD. �
EL.381.81 GLG�LE - III=�I DATA tllalc� 1-�1 I�jB�
WHITE-DATERS & ASSOCIATES INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
• 401 Victory Street Little Rock, Arkansas 72201
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