HomeMy WebLinkAboutS-1585-A Map 51/2"
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L=430.72'
R=1969.86'
C LEN=429.86'
BRG=N72°27'51 "E
T82.2%
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BUILDING
N66012'01 "E
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L=90.19'
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R=50.02'
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C LEN=78.46'
BRG=S14°32'51"W
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BOUDARY DESCRIPTION:
A TRACT OF LAND IN THE SOUTH 112 OF SECTION 15, AND IN THE SW 1/4 OF THE NW 1/4 OF SECTION
15, AND IN THE SE 1/4 OF SECTION 16, T-1-N, R-11-W, PULASKI COUNTY, ARKANSAS, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SE CORNER OF THE SW 1/4 OF SAID SECTION 15, THENCE RUN N01°14'57"E, o
59.88 FEET TO THE NORTH RIGHT-OF-WAY LINE OF FRAZIER PIKE AND THE POINT OF BEGINNING;
THENCE N87051'13"W, ALONG THE NORTH RIGHT-OF-WAY LINE, 2002.52 FEET; THENCE LEAVING SAID
RIGHT-OF-WAY LINE, NO2°06'26"E, 1166.06 FEET; THENCE N88°29'31"W, 944.09 FEET TO THE EAST
RIGHT-OF-WAY LINE FOR RAILROAD SPUR; THENCE N01°38'39"E, ALONG SAIQ EAST RIGHT-OF-WAY
LINE, 1161.26 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF LINDSEY ROAD; THENCE N78°43'41"E,
ALONG SAID SOUTH RIGHT -OF- WAY LINE, 782.24 FEET; THENCE CONTINUING ALONG SOUTH
RIGHT-OF-WAY LINE, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1969.86 FEET, A CURVE
LENGTH OF 430.72 FEET, AND A CHORD BEARING AND DISTANCE OF N72°27'51"E, 429.86 FEET; THENCE
CONTINUING ALONG SOUTH RIGHT-OF-WAY LINE, N66°12'01"E, 94.66 FEET; THENCE LEAVING SAID
SOUTH RIGHT-OF-WAY LINE, ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 50.02
FEET, A CURVE LENGTH OF 90.19 FEET, AND A CHORD BEARING AND DISTANCE OF S14°32'51"W, 78.46
FEET; THENCE S37°06'09"E, 960.28 FEET; THENCE N52054'18"E, 499.98 FEET; THENCE S36°59'30"E,
1374-38 FEET; THENCE S29°17'33"E, 1254.83 FEET TO THE NORTH RIGHT-OF-WAY LINE OF A PUBLIC
ROAD; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE, ALONG A CURVE TO THE RIGHT, HAVING A
RADIUS OF 489.25 FEET, A CURVE LENGTH OF 207.16 FEET, AND A CHORD BEARING AND DISTANCE OF
S79°57'57"W, 205.62 FEET; THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, N87°54'14"W, o
581.84 FEET; THENCE CONTINUING ALONG NORTH RIGHT-OF-WAY LINE, N87°51'13"W, 10.37 FEET TO
THE POINT OF BEGINNING, CONTAINING 135.05 ACRES, MORE OR LESS. �I
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APHALT DRIVECALCULATED OR ANGLE POINT 0' 120' 240' 360' IRON
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PORTABLE
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BUILDINGS
GRAVELSTORAGE
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1/2"
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GRAVELSTORAGE
AND DRIVE AREA
1/2"
REBAR
TOTAL AREA
135.05 ACRES
CHAINLINK FENCE
N87051'13"W 2002.52'
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VICINITY MAP
GENERAL NOTES:
1. TRACT IS SUBJECT TO RESTRICTIVE COVENANTS, SUBDIVISION,
PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY.
2. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR
OVERHEAD CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE
OR DEVELOPMENT OF THE TRACT, ENVIRONMENTAL AND
SUBSURFACE CONDITIONS WERE NOT EXAMINED AS PART OF THIS
SURVEY.
3. THIS PROPERTY IS SUBJECT TO ALL ROADWAYS, EASEMENTS AND/OR
RESERVATIONS THAT ARE OF RECORD OR ARE PHYSICALLY IN PLACE.
1. BEARINGS ARE REFERENCED TO ARKANSAS STATE PLANE GRID
NORTH (NAD83).
5. THE PROPERTY IS IN ZONE "X" ACCORDING TO FLOOD INSURANCE
RATE MAP #0501810133F, REVISED DATE OCTOBER 19, 2001.
S. ENCROACHENTS, IF ANY, ARE AS SHOWN HEREON.
1.5"
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CORNERSTONE
SURVEYING & MAPPING
JARED R. PAVATT, APLS #1526
GREEBRIER, ARKANSAS 72058
MOBILE/MAIN (501)-679-1318
L=207.16'
R=489.25'
N87°51'13"W C LEN=205.62'
P.O.B 10.37 BRG=S79°57'57"W
CHAINl.INK FENCE
N87054'14"W 581.84'
1/2"
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SHEET NUMBER
1.0