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Vicinity Map
NW CORNER
SE V4, NW 1/4
SECTION 7
Sol
W 2619
--- ---- ` S7=247.,E 57
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PROPOSED KANIS ROAD EXTENSION
33.80 Acres
W 41
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S 19'13'37" W
400.00' �� 00
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Legal Description
NE CORNER
SE 114, NW 1/4
POB N 88'3 8" W I SECTION 7
/ 10 44' FP O.C.---
/ I
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Part of the S 112 of the NW 1114, Section 7, T -1-N, R -13-W, Pulaski County,
Arkansas, more particularly described as follows:
Commencing at the NE Corner, SE 114, NW 114, Section 7, T -1-N, R -13-W;
thence N 88'367W along the Not line of said SE 114, NW 114, for a distance
of 105.44 feet to point on a segrmnt of a curve to the right (said curve having a
central angle of 6` 21'58" and a radius of 900 00 feet).. thence along the arc of said
curve on the centerline of the proposed Kanis Road Extension to a point (said curve
segment having a chord bearing of S 53' 34'58" W and alength of 661.36 feet) to the
intersection of the centerline of the proposed realignment of Cooper Orbit Road, thence
S 140 51'38" E along the centerline of said Cooper Orbit Road a distance of 145,24 leer
to a point on a curve to the right (said curve having a central ar#e of 4' 23'28' and a
radius of 1304.77 feet), thence along the arc of said curve to a point (said curve having
a chord bearing of S 190 13'37W and a length of 400.00 feet), thence N 800 16'23" W
for a distance of 415.00 feetto a point, thence N 480 16'23" W for a distance of
260.00 feet to a point; thence N 70`-16' 23" W for a distance of 535.00 feet to a
point; thence N 62' 16'23" W for a distance of 540 00 feet to a point thence
N 01' 43' 37" E for a distance of 570 00 feet to a point on the centerline of the proposed
Kanls Road Extension and a segment of a curve to the right (said curve having a central
angle of 3' 11'46" and a radius of 1792 73 feet) thence along the arc of said curve
segment to a point (said curve segment having a chord bearing of S 77' 07 47" E and
a length of 576.00 feet), thence S 670 48'02" E along said centerline for a distance
of 340.20 feet to a point on the West line of the SE 114, NW 114, Section 7, thence
N 010 24'07" E along the west line of said SE 114, NW 114 for a distance of 339.64
reel to the NW comer SE 114 NE 114, Section 7; thence S 01° 45 1T W along the
North line of said SE 114 NW 114 for a distance of 2619 46 feet to the Point of Beginning.
N
W E
s
S
100 100 200
scale feet
NOTES
1) The bearings shown on this Plat are based on PAGIS
land ties and State Plane Coordinates Arkansas, North Zone
2) The measurements shown on this Plat exceed
the minimum standard of accuracy as determined
by the ARKANSAS GEOLOGICAL COMMISION, LAND
SURVEYS DIVISION
I have consulted FEMA Flood Insurance Rate Map,
Community Panel No. 050179 0380C dated May 16,
1983, and find that the hereon property described is
not in a 100 -year flood zone
I hereby certify that I have surveyed the above described
property and all monuments were set in accordance with
existing and accepted monuments found in the area.
William R. Gipson �C11$TER �`•
Registered Land Surveyor �. , •••..�� %
Certification No 1170 jJ STATF 01'
Arkansas ARKANSAS
N .1170
40 Ci
ertificate of Recording
This document. number
filed for record 1 19�
in Plat Book Page _
(Signed) _
(Name) Clerk
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NW CORNER
SE V4, NW 1/4
SECTION 7
Sol
W 2619
--- ---- ` S7=247.,E 57
W /
6� z y6/
N6?'623h�
Sq� 00,
N
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PROPOSED KANIS ROAD EXTENSION
33.80 Acres
W 41
I �
S 19'13'37" W
400.00' �� 00
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Legal Description
NE CORNER
SE 114, NW 1/4
POB N 88'3 8" W I SECTION 7
/ 10 44' FP O.C.---
/ I
/ / I
-ho5a4'
Part of the S 112 of the NW 1114, Section 7, T -1-N, R -13-W, Pulaski County,
Arkansas, more particularly described as follows:
Commencing at the NE Corner, SE 114, NW 114, Section 7, T -1-N, R -13-W;
thence N 88'367W along the Not line of said SE 114, NW 114, for a distance
of 105.44 feet to point on a segrmnt of a curve to the right (said curve having a
central angle of 6` 21'58" and a radius of 900 00 feet).. thence along the arc of said
curve on the centerline of the proposed Kanis Road Extension to a point (said curve
segment having a chord bearing of S 53' 34'58" W and alength of 661.36 feet) to the
intersection of the centerline of the proposed realignment of Cooper Orbit Road, thence
S 140 51'38" E along the centerline of said Cooper Orbit Road a distance of 145,24 leer
to a point on a curve to the right (said curve having a central ar#e of 4' 23'28' and a
radius of 1304.77 feet), thence along the arc of said curve to a point (said curve having
a chord bearing of S 190 13'37W and a length of 400.00 feet), thence N 800 16'23" W
for a distance of 415.00 feetto a point, thence N 480 16'23" W for a distance of
260.00 feet to a point; thence N 70`-16' 23" W for a distance of 535.00 feet to a
point; thence N 62' 16'23" W for a distance of 540 00 feet to a point thence
N 01' 43' 37" E for a distance of 570 00 feet to a point on the centerline of the proposed
Kanls Road Extension and a segment of a curve to the right (said curve having a central
angle of 3' 11'46" and a radius of 1792 73 feet) thence along the arc of said curve
segment to a point (said curve segment having a chord bearing of S 77' 07 47" E and
a length of 576.00 feet), thence S 670 48'02" E along said centerline for a distance
of 340.20 feet to a point on the West line of the SE 114, NW 114, Section 7, thence
N 010 24'07" E along the west line of said SE 114, NW 114 for a distance of 339.64
reel to the NW comer SE 114 NE 114, Section 7; thence S 01° 45 1T W along the
North line of said SE 114 NW 114 for a distance of 2619 46 feet to the Point of Beginning.
N
W E
s
S
100 100 200
scale feet
NOTES
1) The bearings shown on this Plat are based on PAGIS
land ties and State Plane Coordinates Arkansas, North Zone
2) The measurements shown on this Plat exceed
the minimum standard of accuracy as determined
by the ARKANSAS GEOLOGICAL COMMISION, LAND
SURVEYS DIVISION
I have consulted FEMA Flood Insurance Rate Map,
Community Panel No. 050179 0380C dated May 16,
1983, and find that the hereon property described is
not in a 100 -year flood zone
I hereby certify that I have surveyed the above described
property and all monuments were set in accordance with
existing and accepted monuments found in the area.
William R. Gipson �C11$TER �`•
Registered Land Surveyor �. , •••..�� %
Certification No 1170 jJ STATF 01'
Arkansas ARKANSAS
N .1170
40 Ci
ertificate of Recording
This document. number
filed for record 1 19�
in Plat Book Page _
(Signed) _
(Name) Clerk
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