HomeMy WebLinkAboutZ-4362 Map 2IJ
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GENERAL NO
1. Boundary data asst
original survey da
2. Property Zoned 'C -
Front set -back 4�
West side set -bac
East side set -bac
\ Rear set -back 15
\, 3. Nature of ground
\ this survey.
4. Sewer service not
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I, Edward G. Smith, a registered Civil Engineer and land surveyor, do hereby certify
that I have surveyed the property shown on this map and described above; that the
A tract of land lucated in the SWI/4 S'Jl/4 Section 25, T -2-N R -13-W, Little Rock,_ map is true and correct; that the buildings erected on said property are within the
Pulaski County, %rkansas, more particularly sissiipi.Avenuebed as: 8andnthegSouthat hrighter boundaries of said property; that there are no encroachments by buildings, improve -
section Of the Eat,t right-of-way line Of Mississipp ments, or fences (except as may be shown thereon) and that there are no visible
�� of -way line of Arkansas State Highway No. 10; thence
thenceN69050to thenrrightdwith tan rights-of-way, joint driveways or easements on or across said property, other than
right-of-way line, 16.5 ft. .to a cross in concrete; those shown or set forth in said nap.
nn;� interior angle of 127°57'47" Southeasterly along said South right -of way line nd
in9 the arc of a 984.93 ft. radius curve to the left, having a chord be and
This 2nd day of .December 1980.
O thence to the right with —
1 distance of 558`07'47"E, 3.88 ft• to a cross in ng concrete;
deSouth right-of-way line 2.5 ft. to
rL0 i interior angle of 89`33'18", S32 18'55"W, along
«-- — a brass Arkansas State Ilighway Departr�ent marker; thence to the left t, be an interior
angle of 270`33'28", Southeasterly along said South right-of-way line, being the arc ward G. Stn h
of 'a 987.43 ft. radius curve to the left, having a chord bearing and distance of Registry No. 9, Registered Land Surveyor
S58014'33"E, 19.22 ft. to a cross cue ri concrete and the point S58048�Enalong said ,
curve; thence to the left with an interior angle of 180 rete; ,
South right-of-way line, 30.6 ft. to a cross cut in concrete; thence to the left
with an interior angle of 270°, N31°12'E along said South right-of-way line 2.5 ft -
to a cross cut in concrete; thence to the right with an interior angle of 90°,
S58048'E along said South right-of-way line, 44.0 ft.to aWccross
aloncsaidnSouthrete;
thence to the right with an interior angle of 90°,
ight-
of-way line 2.5 ft. to a cross cul in concrete; thence to the left with anc interior
angle of 270° S58°48'E, along said South right-of-way
oss cut
the left, with an interior angle of 270°, N31°12'E along said
in concrete; thence to
South right-of-way line 2.5 ft. to a cross cut in concrete; thence to the right wto
ith
an interior angle of 90o'the$ce8to theor9ghnwithuth an interior angle of ht 89°47'07"- BOUNDARY 70%�'�6qAhNIC J�U4?\/E?�
a cross cut in cpncrete;
S31"2453�V1p2.98 ft. to an iron pin; thence to the right with an inferior af9Nesois %� �/ � �-j
121.19'53" N89°55'W, 90.21 ft. to an iron p n on the East ri hgo', Na° line along ON COIV/ A! Y / , U ✓, q
sipoi Avo.niip: thence to the right with an interior angle of 90 N0 05 E, 9
said East right-of-way line, 160.0 ft. ;.o the point of beginning, containi:ig 16,171.35
sq. ft. or 0.37i2 Acre more or less. LCCA7fD A/ 7" -/f fk11/,¢ 5W14 5CC. f5 T 2`N�P-I.3-G✓
LITTLE SCK, PUL..A5K/ COUNTY, 4,qk1'41V3As
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