HomeMy WebLinkAboutZ-7780 Map 1X
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3/4" PIPE
IN A ROCK PILE, S 87'01'00"E 5.7
995
1N A R
NORTHWEST CORNER,
I• SOUTHWEST QUARTER,
NORTHEAST QUARTER,
SECTION 24,
X—X—X—X—X—
RPNGEHI4 WEST.
X—X—X—X—
3
SOUTHWEST QUARTER,
NORTHEAST QUARTER,
29.28 ACRES +
(35.83 ACRES +/ TOTAL)
� SHED
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FOUND STONE,(!9••—
SOUTHWEST CORNER.
SOUTHWEST QUARTER,
NORTHEAST QUARTER,
SECTION 24,
TOWNSHIP 1 NORTH,
RANGE 14 WEST.
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V 87'14'24"W 541.70'
POND I o
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FOUND 1" REBAR
FOUND 1" REBAR
�fFOUND 5/8" ROD AND NAIL
0.70' EAST OF LINE.
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FOUND RAILROAD SPIKE,
15.5' NORTH AND
3.6' WEST OF
�\ PROP. COR.
S 11'11'38"E
117.08'
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FOUND 1/2" REBAR
N 8624'17"W 475.54'
150 0 • 300 450
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GRAPHIC SCALE - FEET
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FOUND 1/2" REBAR�•
(BENT)
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LEGAL DESCRIPTION
A part of the Southwest Quarter of the Northeast Quarter and
part of the Northwest Quarter of the Southeast Quarter of Section
24, Township 1 North, Range 14 West, Pulaski County, Arkansas,
more particularly described as follows:
Beginning at a found 3/4" pipe in a rock pile at the
Northwest Comer of the Southwest Quarter of the Northeast Quarter
of said Section 24;
THENCE South 87 degrees 01 minutes 00 seconds East for a
distance of 995.75 feet along the North line of said Southwest
Quarter of the Northeast Quarter to a found 1" rebar,
THENCE South 02 degrees 59 minutes 40 seconds West for a
distance of 797.20 feet to a point to the Centerline of Hugh Taylor
Road;
THENCE along said Centerline and a curve to the right having
a chord bearing and distance South 11 degrees 11 minutes 38
seconds East for a distance of 117.08 feet to a point;
THENCE South 14 degrees 39 minutes 47 seconds West for a
distance of 347.48 feet to a point;
THENCE South 38 degrees 06 minutes 47 seconds East for a
distance of 369.00 feet to a found 1/2" rebar,
THENCE South 61 degrees 42 minutes 49 seconds East for a
distance of 294.70 feet to a found 1/2" rebar;
THENCE South 05 degrees 05 minutes 17 seconds East for a
distance of 60.41 feet to a point to the centerline intersection of
Hugh Taylor Road and Lawson Road;
THENCE South 89 degrees 44 minutes 54 seconds West for a
distance of 29.53 feet along said Centerline to a point;
THENCE on a curve to the right having a chord bearing and
distance North 89 degrees 46 minutes 25 seconds West for a
distance of 99.97 feet along said Centerline to a point;
THENCE North 89 degrees 17 minutes 28 seconds West for a
distance of 165.97 feet along said Centerline to a point;
THENCE on a curve to the right having a chord bearing and
distance North 87 degrees 52 minutes 23 seconds West for a
distance of 99.97 feet along said Centerline to a point;
THENCE North 86 degrees 24 minutes 17 seconds West for a
distance of 475.54 feet to a found 1" rebar,
THENCE North 01 degrees 59 minutes 34 seconds West for a
distance of 410.26 feet to a point in the middle of a pond;
THENCE North 87 degrees 14 minutes 24 seconds West for a
distance of 541.70 feet to a found stone at the Southwest Comer
of said Southwest Quarter of the Northeast Quarter,
THENCE North Ot degrees 57 minutes 49 seconds East for a
distance of 1317.93 feet along the West line of said Southwest
Quarter of the Northeast Quarter to the POINT OF BEGINNING.
Together with and subject to covenants, easements, and
restrictions of record.
Said property contains 35.83 acres more or less.
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ARKAASAS
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BASIS OF BEARING:
SURVEY BY WES LOWDER, PLS #834,
DATED: 6-20-79.
LEGEND
O = FOUND MONUMENT AS NOTED
+ = COMPUTED CORNER
—X—X—X—= MEANDERING FENCE
?gam,S 05'05'17"E documents were provided by the client and/or clients
>0 60.41' and is subject to recorded and/or unrecorded: easements
road rights of way, covenants, building set back lines,
•—+—• —q LAWSON ROAD subdivision restrictions, zoning or other land use
regulations and other facts provided by an accurate
s 8944'54"W and current title search may enclose.
IN 89'17'28"W 29.53
165.97' N 89'46'25"W Is survey is limited to one year from the date on the
N 87'52'23"W 99.97' seal. It is only to be used for the benefit of the
99.97' client and/or clients described hereon.
JAMES S. AUNSPAUGH
PROFESSIONAL LAND SURVEYOR
510 1/2 South Claremont
STATE SURVEYOR'S FLING CODE:500-01N-14W-0-24-130-60-1374 Sherwood, AR 72120
500 -01N -14W-0-24-240-60-1374 Telephone: (501) 834-1015 Fax: (501) 833-0279
If seal and signature is not in the original imprinted
blue and/or red ink the survey is a copy and may have Prepared For
been fraudulently altered. All information should be
disregarded unless verified by the Professional Land CINDY DANIELS
Surveyor whose name appears on the seal. 1 1400 LAWSON ROAD. AKA 23400 HUGH TAYLOR ROAD
LITTLE ROCK,
All utilities shown hereon are located by above ground LAR
facilities and/or deeded record. Before excavating, the
appropriate utility companies should be contacted for DSD BY.
exact location. 11
FIELD WORK BY: WCU & RWN
- - - ---. ___ _� _- -- --- --- — - — - _ -7 �'c_
Job No. 0109121
scale: 1" = 150'
Feld Book
Date:SEPT. 13, 2001
Point FIe:0109121.CRD
Plot File: 0109121.DWG
Revisions and Date Revised:
Sheet 1 Of 1
W
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111000
is my professional opinion that this plat represents
a survey conducted by me or under my direct supervision.
All monuments shown hereon actually exist and their
location, size, type, and material are correctly shown.
This survey is in accordance to Arkansas Minimum
Standards set forth by the Arkansas Geological
Commission Land Survey Division.
Date: 9 / 3 �r /
ames S. a PLS #1374
Is survey Is not to be used tobuild,” enc ,
additions, extensions, portable buildings, drive ways,
roads, sidewalks, flower beds, structures, trees,
many
under or above ground utilities, septic tanks,
storm cellars, ponds, levees, and/or any other
improvements without the consent of the surveyor.
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A title search was not conducted by this surveyor, all
?gam,S 05'05'17"E documents were provided by the client and/or clients
>0 60.41' and is subject to recorded and/or unrecorded: easements
road rights of way, covenants, building set back lines,
•—+—• —q LAWSON ROAD subdivision restrictions, zoning or other land use
regulations and other facts provided by an accurate
s 8944'54"W and current title search may enclose.
IN 89'17'28"W 29.53
165.97' N 89'46'25"W Is survey is limited to one year from the date on the
N 87'52'23"W 99.97' seal. It is only to be used for the benefit of the
99.97' client and/or clients described hereon.
JAMES S. AUNSPAUGH
PROFESSIONAL LAND SURVEYOR
510 1/2 South Claremont
STATE SURVEYOR'S FLING CODE:500-01N-14W-0-24-130-60-1374 Sherwood, AR 72120
500 -01N -14W-0-24-240-60-1374 Telephone: (501) 834-1015 Fax: (501) 833-0279
If seal and signature is not in the original imprinted
blue and/or red ink the survey is a copy and may have Prepared For
been fraudulently altered. All information should be
disregarded unless verified by the Professional Land CINDY DANIELS
Surveyor whose name appears on the seal. 1 1400 LAWSON ROAD. AKA 23400 HUGH TAYLOR ROAD
LITTLE ROCK,
All utilities shown hereon are located by above ground LAR
facilities and/or deeded record. Before excavating, the
appropriate utility companies should be contacted for DSD BY.
exact location. 11
FIELD WORK BY: WCU & RWN
- - - ---. ___ _� _- -- --- --- — - — - _ -7 �'c_
Job No. 0109121
scale: 1" = 150'
Feld Book
Date:SEPT. 13, 2001
Point FIe:0109121.CRD
Plot File: 0109121.DWG
Revisions and Date Revised:
Sheet 1 Of 1
W