HomeMy WebLinkAboutS-0050-B Map 2LEGAL DESCRIPTION - ROAD DEDICATIONS --
A tract of land located in the Sl/2 N1/2 Section 21, T-2-N R-13-W, Pulaski
County, Arkansas, more particularly described as: Starting at the Southeast
corner of the SWl/4 NW1/4 said Section 21; thence S89°1'7 34 W along the
South line of said SWJ/4 N411/4, 389.1 ft. to a point; thence N3°49'56"E,
54.2+4ft. to a point; thence Northeasterly along the arc of a 31P.31 ft.
radius curve to the right, having a chord bearing and distance of N32'04'
56"E, 301.32 ft. to a point; thence '129'35'59"W, 30.0 ft. to the point of
beginning; thence N6n°19'56"E, n.71 ft. to a point; thence Northeasterly
along the arc of a 602.96 ft. radius curve to the right, having a chord
bearing and distance of N83'04'56"E, 466.3 ft. to a point; thence S74'10'
04"E, 134.87 ft. to a point; thence Southeasterly along the arc of a 5699.5P
ft. radius curve to theleft, having a chord bearing and distance of S74,17'
44"E, 23.76 ft. to a point; thence continue Southeasterly along the arc of
said 5699.58 ft. radius curve to the left, having a chord hearing and dis-
tance of S74'59'20"E, 97.61 ft. to a point; thence S75'23'14"E, 374.32 ft.
to a point; thence Northeasterly along the arc of a 279.11 ft. radius curve
to the left, having a chord bearing and distance of N70°47'33"E, 311.36 ft.
to a point; thence N53°01'39"11, 5.0 ft. to a point; thence N36'58'21"E,
36.32 ft. to a point; thence Northwesterly along the arc of a 35 ft. radius
curve to the left, having a chord bearing and distance of N8010'52"19, 49.63
ft. to a point on the South right-of-way line of Arkansas State Highway No.
10; thence S53'20'05"E along said South right-of-way line, 35.53 ft. to a
point; thence S52'59'55"E along said South right-of-way line, 104.66 ft. to
a point; thence Southwesterly along the arc of a 35 ft. radius curve to the
left, having a chord bearing and distance of S81°58'21"W, 49.5 ft. to a
point; thence S36'58'21"t•1, 36.42 ft. to a point; thence N53'01'3G"W, 5.0
ft. to a point; thence Southwesterly along the arc of a 339.71 ft. radius curve
to the left, having a chord bearing and distance of S70°67'33"W, 37P.1P
ft. to a point; thence N75'73'14"W, 2.32 ft. to a point; thence South-
westerly along the arc of a 25 ft. radius curve to the left having a chord
bearing and distance of S57`a7'14"W, 36.70 ft. to a point; thence South-
westerly along the arc of a 452.47 ft. radius curve to the left, having a
chord bearing and distance of S4a47'15"14, 91.18 ft. to a point; thence
S0059 44"E, 45.9 ft to a point on the North line of Flnodlanri HPighh•, nrl-
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said North line, 50.0 ft. to a point; thence Nn'5; 44'0, 1�.7 ft. to a
point; thence Northeasterly along the arc of a 502.47 ft. radius curve
to the right having a chord bearing and distance of N5'In'14"E, 107.,)A
ft. to a point; thence Northwesterly along the arc of a 25 ft. radius
curve to the left, having a chord bearing and distance of N32"01'31"W,
34.33 ft. to a point; thence N75023'la"W, 271.63 ft. to a point; thence
Northwesterly along the arc of a 5759.58 ft. radius curve to the right,
having a chord bearing and distance of N74'46'39"W, 122.57 ft. to a point-.
thence N74'10'04"W, 134.87 ft. to a point; thence Southwesterly along the
arc of a 542.96 ft. radius curve to the left, having a chord hearing and
distance of S83'04'56"W, 019.93 ft. to a point; thence S60619'561-1, 0.71
ft. to a point; thence Southwesterly along the arc of a 288.31 ft. radius
curve to the left, having a chord bearing and distance of S47'36'0514,
128.72 ft. to a point; thence N55626'49"W, 60.0 ft. to a point; thence
!lortheasterly along the arc of a 348.31 ft. radius curve to the right,
having a chord bearing and distance of 1147'36'05"E, 155.34 ft. to the
point of beginning containing 2.3311 Acres more or less,
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LEGAL DESCRIPTION - LOT 6
CERTIFICATE OF ENGINEERING ACCURACY
I, Edward G. Smith, hereby certify that this
plat correctly represents a plan made by me,
and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations
have been complied with.
Date of ExiE_ution EE aG. Smithy"
Registered Professional
Engineer No. 485, Arkansas
CERTIFICATE OF SURVEYING ACCURACY
1, Edward G. Smith, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
material are correctly shown.
Date o x-cut on M-ard G. Smith
Registered Land Surveyor
No. 9, Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is hereby accepted. This certificate is
hereby executed under the authority of said
Rules and Regulations.
Date o E-e-TR on Little Rock P anning
Commission
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate 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
this plat.
3 3/ - e�4 -e
te of Execution w -- _
D. R. * Page -k`A'
Address
Instrument No.
14f2 -K 4 10 CERTIFICATE OF RECORDING
10-7
This document, number filed for
f¢2'L i!S record 19 , in Pl t Book ,
Page
Name
I hereby certify that I have surveyed the property shown and described hereon.
�\ Q- Property lines are located in accordance with established property lines.
,
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A tract of land located in the Sl/2 N1/2 Section 21, T-2-N R-13-W, Pulaski
County, Arkansas, more particularly described as: Starting at the Southeast
corner of the SW1/4 NW1/4 said Section 21; thence S89'17'3 4"W along the South
line of said SW1/4 NWl/4, 389.1 ft. to a.point; thence N3049'56"E, 54,24 ft.
to a point; thence Northeasterly along the arc of a 318.31 ft. radius curve
to the right, having a chord bearing and distance of N32004'56"E, 301.32 ft.
to a point; thence N29035'59"W, 30.0 ft. to the point of beginning; thence
Southwesterly along the arc of a 348.31 ft. radius curve to the left, having
a chord bearing and distance of S47'36'05"W, 155.34 ft. to a point; thence
N65014'31"W, 165.0 ft. to a point; thence N51'45'23"W, 190.68 ft. to a point;
thence N7033'02"E, 560.0 ft. to a point on the South right-of-way line of
Arkansas State Highway No. 10; thence S82'33'50"E along said South right-of-
way line, 37.1 ft. to a point; thence continue Southeasterly along said South
right-of-way line, being the arc of a 3959.26 ft. radius curve to the left,
having a chord bearing and distance of S85'24'05"E, 402.05 ft. to a point;
thence S88'23'50"E and continuing along said South right-of-way line, 192.49
ft. to a point; thence continue Southeasterly along said South right-of-way
line, being the arc of a 1196.86 ft. radius curve to the right, having a chord
bearing and distance of S74'48'43"E, 560.23 ft. to a point; thence S26'10'37"W,
485.07 ft. to a point; thence Northwesterly along the arc of a 5699.58 ft.
radius curve to the right, having a chord bearing and distance of N74017'44"W,
23.76 ft. to a point; thence N74'10'04"W, 134.87 ft. to a point; thence
Southwesterly along the arc of a 602.96 ft. radius curve to the left, having
a chord bearing and distance of S83'04'561I, 466.3 ft. to a point; thence
S60°19'56"W, 0.71 ft. to the point of beginning, containing 14.5751 Acres more
or less. 2.23 _
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EDWARD
G. SMITH & ASSOCIATES
CONSULTING YNGIN&RR
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Date:,ly
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401 VICTORY
LITTLs Rocx, ARR:exses 72201
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