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Pulaksi County, AR.
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Legal Description
VICINITY MAP
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Legal Description
VICINITY MAP
A part of the Northeast Quarter of Section 15, Township 2 North, Range 14 West, Pulaski County, Arkansas being more fully
described as follows: Beginning at the Northeast Corner of the Southeast Quarter of said Northeast Quarter and run thence S
01 deg. 56 min. 19 sec. W along the East line thereof for a distance of 1298.64 feet, to a point on the North right of way
Arkansas State Highway 10; thence N 85 deg. 32 min. 46 sec. W along said North right of way for 68.37 feet; thence S 76
deg. 24 min. 14 sec. W along said North right of way for a distance of 31.59 feet; thence IN 85 deg. 20 min. 46 sec. W along
said North right of way for a distance of 565.61 feet; thence N 84 deg. 14 min. 14 sec. W along said North right of way for a
distance of 36.06 feet; thence N 85 deg. 56 min. 22 sec. W along said North right of way for a distance of 168.62 feet; thence
IN 84 deg. 11 min. 53 sec. W along said North right of way for a distance of 350.08 feet; thence N 76 deg. 46 min. 05 sec. W
along said North right of way for a distance of 112.80 feet, to a point on the West line of said SE1 /4, NE1 /4; thence N 01 deg.
19 min. 15 sec. E along the West Line of said SE11/4, INE1/4 for a distance of 286.17 feet; thence N 88 deg. 06 min. 37 sec. W
for a distance of 234.09 feet, to point on the East right of way on The Divide Parkway, said point also being the point of
curvature of a curve to the right that has a delta of 16 deg. 15 min. 28 sec. and a radius of 925.37 feet; thence N 10 deg. 15
min. 26 min. E along the chord of said curve to the right for a distance of 261.69 feet, to the point of tangency of said curve to
the right; thence N 17 deg. 35 min. 50 sec. E along said East right of way for a distance of 179.74 feet, to the point of
curvature of a curve to the left that has a delta angle of 58 deg, 35 min. 05 sec. and a radius of 305.00 feet; thence N 11 deg.
41 min. 29 sec. W along the chord of said curve to the left for a distance of 298.43 feet, to the point of tangency of said curve
to the left; thence IN 40 deg. 59 min. 02 sec. W along said East right of way for a distance of 92.29 feet; thence IN 49 deg. 01
min. 06 sec. E for a distance of 123.93 feet; thence S 88 deg. 48 min. 08 sec. E for a distance of 180.70 feet, to a point on the
West line of said SE1/4, NE1/4; thence IN 01 deg. 19 min. 15 sec. E along said West line thereof for a distance of 63.57 feet,
to the Northwest Corner of said SE1/4, NE1/4; thence S 87 deg. 56 min. 16 sec. E along the North line thereof for a distance
of 123.71 feet; thence N 01 deg. 50 min. 26 sec. E for a distance of 328.50 feet; thence S 87 deg. 56 min. 16 sec. E for a
distance of 1218.00 feet; thence S 01 deg. 56. min. 19 sec. W for a distance of 328.50 feet, to the point of beginning,
containing 52.07 acres (2,268,181.00 Sq. Ft) more or less.
LEGEND
. ......... I if, iL FOUND REBAR W/CAP
.......... 1��: . ..... . . .... ...... ..........
T`7
°qer0 - SET #4 REBAR WICAP
I ACCESS 41:
al
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EAS ASPHALT EILALDING L- COMPUTED POINT
ASPHALT
ci
h CONTROLLING CORNER
is
15DZ CO o - AHTD MONUMENT
COTTON PICKER SPINDLE
1\N (A) - ACTUAL MEASUREMENT
,2' CMP (D) - DEEDED MEASUREMENT
(P) - PLATTED MEASUREMENT
KZ GAS METER
GATEX TRANSFORMER
ASPHALT
-o- POWER POLE
W-bRAIIJAGE & x E— GUY ANCHOR
LITILITYtATSEMENT
3V Rcp --_ El PHONE PEDESTAL
@ SEWER MANHOLE
PLASTIC PIPE
091
N 88*06370 Wfit n SIGN
fr FRENCH DRAIN
WATER METER
Z Ito A LIGHT
91
PRESS 30)<
N WATER VALVE
IT
BLEACHERS -6-FIRE HYDRANT
SHED
Jj —F— T_ X
60 0 DECIDUOUS TREE
0
Lu BUSHES
EVERGREEN TREE
M GRATE INLET
E3 TRAFFIC SIGNAL BOX
BOUNDARY
BUILDING LINE
EASEMENT
FENCE LINE
ROAD
RIGHT-OF-WAY
SECTION LINE
�46WERL
INE
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UNDERGROUND TELEPHONE
w3ft UNDERGROUND ELECTRIC
sa
L3 SEWER LINE
OVERHEAD ELECTRIC
24'RCP UNDERGROUND ELECTRIC
N
Axx-r. A
FIBER OPTIC LINE
Af 87-5616- W 1327.00 P_ CONCRETE
W"Pu - ----- BUILDINGS
Frid, 1" Pipe
Corner, SE 114
SWCorner; SE 114 ARKANSAS STATE HIGHWAY NO. 10 (1400 1j/VII' j TIT
-Rri4ml 4Y
1A Section 15,
T -2-N, R -14-W, f4E 114, Section 15, WATER
it,
Pulakfu County, AR. T -2-N, R -14-W,
x
Puloksi County, AR.
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.......... .. . ..........
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';N j;z,� R PROPERTY OF.
CYPEFf TY OF�tI -
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JIMMY -ANO
MARY F1JqCH MARCUS AND MI !OE
tit, __�R-011 6-00-025-00
53L. -0 1 r!5-00 0 IT` '14c"T' 53R-0 14 -XII. U_12*0r"DAO
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CURVE TABLE
Curve Delta Chord searing Radius dliiG Chord Distance.
C1 18P1628' N 10016261 E 925.3726257 261.69
C2 58°351061 N 11041291 W 304. 98 1311.184 298.43 LJ
LINE TABLE
Line Bearing Distance
L I N 85"W41P W 68,37
_ . . . . ......
L2 S 76°24'I40 W 31.59'
L3 N 84-14`140 W 36.06'
L4 N 8r5&22- W _16&62'j
L5 N 76046W W 112.W
L6 N 40059'020 W j 9229'
L7 N 4990111 E 12&9& i
L8 S 88P48108" E 180"700
L9 N01°19'15'9 11
CENTRAL ARKANSAS SURVEYING INC. FOR USE AND BENEFIT OF: LEGEND
1012 Autumn Road, Suite 1 4f- Little Rock Christian Academy 0 - FOUND MONUMENT
0 - SET #4 REBAR W/CAP
Little Rock, AR 72211 --j
Phone: (50+223-0497 A PROPERTY ADDRESS: As- COMPUTED POINT
Fax: (501)-223-0496 19010 Highway 10 & CONTROLLING CORNER
E -Mail: cas@swboll.net FENCE LINE
Little Rock, AR 72222
1 hereby certify that the above plat............
Tp%1,
represents a survey made by me on I hereby certify the above property 11T,
this day, and all easements, does not lie within a 100 year floodft iicll S !E�,
encroachments, and improvements prone area.
TATE OP'T,
disclosed by this survey are sham. °ARKANeSAIS
9 1� NO 4
No independent search for I - 126
easements, covenants, SOURCE: Little Rock FEMA Map I
encumbrances, or any other facts PANEL NO.: 050181002F C)
9lCtunlBa
which an accurate title search may DATE:
disclose was performed.
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o
SCALE: 11=100' DATE:
DRAWN BY: L RE IvISiNG CHECKED BY: R.S.A. 5101. . .....
100'
FILE NAME:
STATE CODE:
H:\SURVEYS\LRCHRIST\LRCA.DWG
46
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A part of the Northeast Quarter of Section 15, Township 2 North, Range 14 West, Pulaski County, Arkansas being more fully
described as follows: Beginning at the Northeast Corner of the Southeast Quarter of said Northeast Quarter and run thence S
01 deg. 56 min. 19 sec. W along the East line thereof for a distance of 1298.64 feet, to a point on the North right of way
Arkansas State Highway 10; thence N 85 deg. 32 min. 46 sec. W along said North right of way for 68.37 feet; thence S 76
deg. 24 min. 14 sec. W along said North right of way for a distance of 31.59 feet; thence IN 85 deg. 20 min. 46 sec. W along
said North right of way for a distance of 565.61 feet; thence N 84 deg. 14 min. 14 sec. W along said North right of way for a
distance of 36.06 feet; thence N 85 deg. 56 min. 22 sec. W along said North right of way for a distance of 168.62 feet; thence
IN 84 deg. 11 min. 53 sec. W along said North right of way for a distance of 350.08 feet; thence N 76 deg. 46 min. 05 sec. W
along said North right of way for a distance of 112.80 feet, to a point on the West line of said SE1 /4, NE1 /4; thence N 01 deg.
19 min. 15 sec. E along the West Line of said SE11/4, INE1/4 for a distance of 286.17 feet; thence N 88 deg. 06 min. 37 sec. W
for a distance of 234.09 feet, to point on the East right of way on The Divide Parkway, said point also being the point of
curvature of a curve to the right that has a delta of 16 deg. 15 min. 28 sec. and a radius of 925.37 feet; thence N 10 deg. 15
min. 26 min. E along the chord of said curve to the right for a distance of 261.69 feet, to the point of tangency of said curve to
the right; thence N 17 deg. 35 min. 50 sec. E along said East right of way for a distance of 179.74 feet, to the point of
curvature of a curve to the left that has a delta angle of 58 deg, 35 min. 05 sec. and a radius of 305.00 feet; thence N 11 deg.
41 min. 29 sec. W along the chord of said curve to the left for a distance of 298.43 feet, to the point of tangency of said curve
to the left; thence IN 40 deg. 59 min. 02 sec. W along said East right of way for a distance of 92.29 feet; thence IN 49 deg. 01
min. 06 sec. E for a distance of 123.93 feet; thence S 88 deg. 48 min. 08 sec. E for a distance of 180.70 feet, to a point on the
West line of said SE1/4, NE1/4; thence IN 01 deg. 19 min. 15 sec. E along said West line thereof for a distance of 63.57 feet,
to the Northwest Corner of said SE1/4, NE1/4; thence S 87 deg. 56 min. 16 sec. E along the North line thereof for a distance
of 123.71 feet; thence N 01 deg. 50 min. 26 sec. E for a distance of 328.50 feet; thence S 87 deg. 56 min. 16 sec. E for a
distance of 1218.00 feet; thence S 01 deg. 56. min. 19 sec. W for a distance of 328.50 feet, to the point of beginning,
containing 52.07 acres (2,268,181.00 Sq. Ft) more or less.
LEGEND
. ......... I if, iL FOUND REBAR W/CAP
.......... 1��: . ..... . . .... ...... ..........
T`7
°qer0 - SET #4 REBAR WICAP
I ACCESS 41:
al
rGG
EAS ASPHALT EILALDING L- COMPUTED POINT
ASPHALT
ci
h CONTROLLING CORNER
is
15DZ CO o - AHTD MONUMENT
COTTON PICKER SPINDLE
1\N (A) - ACTUAL MEASUREMENT
,2' CMP (D) - DEEDED MEASUREMENT
(P) - PLATTED MEASUREMENT
KZ GAS METER
GATEX TRANSFORMER
ASPHALT
-o- POWER POLE
W-bRAIIJAGE & x E— GUY ANCHOR
LITILITYtATSEMENT
3V Rcp --_ El PHONE PEDESTAL
@ SEWER MANHOLE
PLASTIC PIPE
091
N 88*06370 Wfit n SIGN
fr FRENCH DRAIN
WATER METER
Z Ito A LIGHT
91
PRESS 30)<
N WATER VALVE
IT
BLEACHERS -6-FIRE HYDRANT
SHED
Jj —F— T_ X
60 0 DECIDUOUS TREE
0
Lu BUSHES
EVERGREEN TREE
M GRATE INLET
E3 TRAFFIC SIGNAL BOX
BOUNDARY
BUILDING LINE
EASEMENT
FENCE LINE
ROAD
RIGHT-OF-WAY
SECTION LINE
�46WERL
INE
tt
UNDERGROUND TELEPHONE
w3ft UNDERGROUND ELECTRIC
sa
L3 SEWER LINE
OVERHEAD ELECTRIC
24'RCP UNDERGROUND ELECTRIC
N
Axx-r. A
FIBER OPTIC LINE
Af 87-5616- W 1327.00 P_ CONCRETE
W"Pu - ----- BUILDINGS
Frid, 1" Pipe
Corner, SE 114
SWCorner; SE 114 ARKANSAS STATE HIGHWAY NO. 10 (1400 1j/VII' j TIT
-Rri4ml 4Y
1A Section 15,
T -2-N, R -14-W, f4E 114, Section 15, WATER
it,
Pulakfu County, AR. T -2-N, R -14-W,
x
Puloksi County, AR.
If
J
.......... .. . ..........
E4
Y
P
`E b
r
';N j;z,� R PROPERTY OF.
CYPEFf TY OF�tI -
t
JIMMY -ANO
MARY F1JqCH MARCUS AND MI !OE
tit, __�R-011 6-00-025-00
53L. -0 1 r!5-00 0 IT` '14c"T' 53R-0 14 -XII. U_12*0r"DAO
53R
%t
p
CURVE TABLE
Curve Delta Chord searing Radius dliiG Chord Distance.
C1 18P1628' N 10016261 E 925.3726257 261.69
C2 58°351061 N 11041291 W 304. 98 1311.184 298.43 LJ
LINE TABLE
Line Bearing Distance
L I N 85"W41P W 68,37
_ . . . . ......
L2 S 76°24'I40 W 31.59'
L3 N 84-14`140 W 36.06'
L4 N 8r5&22- W _16&62'j
L5 N 76046W W 112.W
L6 N 40059'020 W j 9229'
L7 N 4990111 E 12&9& i
L8 S 88P48108" E 180"700
L9 N01°19'15'9 11
CENTRAL ARKANSAS SURVEYING INC. FOR USE AND BENEFIT OF: LEGEND
1012 Autumn Road, Suite 1 4f- Little Rock Christian Academy 0 - FOUND MONUMENT
0 - SET #4 REBAR W/CAP
Little Rock, AR 72211 --j
Phone: (50+223-0497 A PROPERTY ADDRESS: As- COMPUTED POINT
Fax: (501)-223-0496 19010 Highway 10 & CONTROLLING CORNER
E -Mail: cas@swboll.net FENCE LINE
Little Rock, AR 72222
1 hereby certify that the above plat............
Tp%1,
represents a survey made by me on I hereby certify the above property 11T,
this day, and all easements, does not lie within a 100 year floodft iicll S !E�,
encroachments, and improvements prone area.
TATE OP'T,
disclosed by this survey are sham. °ARKANeSAIS
9 1� NO 4
No independent search for I - 126
easements, covenants, SOURCE: Little Rock FEMA Map I
encumbrances, or any other facts PANEL NO.: 050181002F C)
9lCtunlBa
which an accurate title search may DATE:
disclose was performed.
%
o
SCALE: 11=100' DATE:
DRAWN BY: L RE IvISiNG CHECKED BY: R.S.A. 5101. . .....
100'
FILE NAME:
STATE CODE:
H:\SURVEYS\LRCHRIST\LRCA.DWG