HomeMy WebLinkAboutS-1585-A Map 41/2"
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L=430.72'
R=1969.86'
C LEN=429.86'
BRG=N72°27'51 "E
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AND DRIVE AREA
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94.66' /
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REBAR R=50.02'
\ C LEN=78.46'
BRG-S14°32'51"W
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— UILDING °I
1/2" — — — — N88029'31"W 944.09' — — — — 112"
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BOUDARY DESCRIPTION:
A TRACT OF LAND IN THE SOUTH 1/2 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, ❑
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 SAID 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 N72027'51"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 S14032151"W, 78.46
FEET; THENCE S37°06'09"E, 960.28 FEET; THENCE N52°54'18" E, 499.98 FEET; THENCE S36059'30"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 U
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. ELETRIC
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'CERTIFICATION: 1
I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A SURVEY BY ME
ON THIS DATE AND IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE AND ABILITY. PROPERTY CORNERS ARE LOCATED WITH
EXISTING MONUMENTS IN THE AREA. J
LEGEND
THESE STANDARD SYMBOLS MAY
BE FOUND IN THE DRAWING.
• FOUND IRON PIN
O SET IRON PIN
A CALCULATED OR ANGLE POINT
■ FOUND STONE/CONC CORNER
0' 120' 240' 360' IRO
PIN
GRAVELSTORAGE
AND DRIVE AREA
GRAVELSTORAGE
AND DRIVE AREA
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TOTAL AREA
135.05 ACRES
-- - CHAINLINYK FENCE
N87051'13"W 2002.52'
P.O.B. N87051'13"W
10.37'
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PROJECT
LOCATION
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.
4. 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.
6. ENCROACHENTS, IF ANY, ARE AS SHOWN HEREON.
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CORNERSTONE
SURVEYING & MAPPING
JARED R. PAVATT, APLS #1526
GREEBRIER, ARKANSAS 72058
MOBILE/MAIN (501)-679-1318
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L=207.16'
R=489.25'
C LEN=205.62'
BRG=S79°57'57"W
CHAINLINK FENCE
N87054114"W 581.84'
1/2"
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SHEET TITLE
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