HomeMy WebLinkAbout16-024 Map 2L=430.72'
R=1969.86'
C LEN=429.86'
BRG=N72!�i
'E GONG
6' / NAIL
1/2" _ L=90.19'
REBAR R=50.02'
C LEN=78.46'
BRG=S14°32'51"W
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viZ� gS113 ®_ J '" ®— SHACK
— N88029'31"W 944.09' — — — 1/2"
REBAR
2Y DESCRIPTION:
F OF LAND IN THE SOUTH 112 OF SECTION 15, AND IN THE SW 1/4 OF THE NW 1/4 OF SECTION
IN THE SE 1/4 OF SECTION 16, T-1-N, R-11-W, PULASKI COUNTY, ARKANSAS, BEING MORE
JLARLY DESCRIBED AS FOLLOWS:
LACING AT THE SE CORNER OF THE SW 1/4 OF SAID SECTION 15, THENCE RUN N01°14'57"E,
ET TO THE NORTH RIGHT-OF-WAY LINE OF FRAZIER PIKE AND THE POINT OF BEGINNING;
N87051'13"W, ALONG THE NORTH RIGHT-OF-WAY LINE, 2002.52 FEET; THENCE LEAVING SAID
>F-WAY LINE, N02006'26"E, 1166.06 FEET; THENCE N88f29'31"W, 944.09 FEET TO THE EAST
IF-VVAY LINE FOR RAILROAD SPUR; THENCE N01 °38'39"E, ALONG SAID EAST RIGHT-OF-WAY
31.26 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF LINDSEY ROAD; THENCE N78°43'41"E,
SAID SOUTH RIGHT -OF- WAY LINE, 782.24 FEET; THENCE CONTINUING ALONG SOUTH
dF-WAY LINE, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1969.86 FEET, A CURVE
OF 430.72 FEET, AND A CHORD BEARING AND DISTANCE OF N72°27'51"E, 429.86 FEET; THENCE
JING ALONG SOUTH RIGHT-OF-WAY LINE, N66012'01"E, 94.66 FEET; THENCE LEAVING SAID
RIGHT-OF-WAY LINE, ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 50.02
CURVE LENGTH OF 90.19 FEET, AND A CHORD BEARING AND DISTANCE OF S14°32'51"W, 78.46
iENCE S37006'09"E, 960.28 FEET; THENCE N52°54'18"E, 499.98 FEET; THENCE S36°59'30"E,
FEET; THENCE S29017'33"E, 1254.83 FEET TO THE NORTH RIGHT-OF-WAY LINE OF A PUBLIC
HENCE ALONG SAID NORTH RIGHT-OF-WAY LINE, ALONG A CURVE TO THE RIGHT, HAVING A
OF 489.25 FEET, A CURVE LENGTH OF 207,16 FEET, AND A CHORD BEARING AND DISTANCE OF
7"W, 205.62 FEET; THENCE CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, N87°54'14"W,
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EET; THENCE CONTINUING ALONG NORTH RIGHT-OF-WAY LINE, N87°51'13"W, 10.37 FEET TO
NT OF BEGINNING, CONTAINING 135.05 ACRES, MORE OR LESS.
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'ICATION:
BY CERTIFY THAT THIS PL.AI REPRESENTS A SURVEY BY ME
S DATE AND IS TRUE AND CORRECT TO THE BEST OF MY
EDGE AND ABILITY. PROPERTY CORNERS ARE LOCATED WITH
VG MONUMENTS IN THE AREA.
IN
RD SYMBOLS MAY
-IE DRAWING.
IRON PIN
ON PIN
LATED OR ANGLE POINT
STONEICONC CORNER
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GRAVELSTORAGE
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CHAINLINa FENCE • — + — — • -- -- - �- _ +
N87051'13"W 2002.52'
RO.B N87051'13'W
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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.
1.5"
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CORNERSTONE
SURVEYING & MAPPING
JARED R. PAVAT"T, APLS #1526
GREEBRIER, ARKANSAS 72058
MOBILE/MAIN (501)-679-1318
L=207.16'
R=489.25'
C LEN=205.62'
BRG=S79°57'57"W \REE
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SHEET NUMBER
581.84'