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7901 HIGHWAY 300
ROLAND. AR 72135
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SE1/4-NE11/4
SECTION 9
T-2-N, R-14-W
E I F
PROPERTY DESCRIPTION:
PROPERTY DESCRIPTION PARCEL 2 NEW HOPE SUBDIVISION FROM HOLLAND SURVEY:
A PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP
02 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT 265 FEET NORTH AND 27.4 FEET WEST OF THE SOUTHEAST CORNER
OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 9 ON THE
WESTERLY RIGHT OF WAY LINE OF ARKANSAS STATE HIGHWAY NO. 300; THENCE NORTH 01
DEGREES 41 MINUTES 12 SECONDS EAST ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 6.43
FEET TO A POINT; THENCE NORTH 04 DEGREES 59 MINUTES 21 SECONDS WEST ALONG SAID
RIGHT OF WAY LINE A DISTANCE OF 85.59 FEET TO A POINT; THENCE NORTH 05 DEGREES 11
MINUTES 21 SECONDS EAST ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 134.28 FEET TO
THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 23 MINUTES 29 SECONDS WEST A
DISTANCE OF 317.79 FEET TO A FOUND 1 12" REBAR; THENCE NORTH 01 DEGREES 36 MINUTES
28 SECONDS EAST A DISTANCE OF 175.20 FEET TO A FOUND 1/2" REBAR ON THE SOUTH LINE OF
ROLANDALE SUBDIVISION; THENCE SOUTH 88 DEGREES 11 MINUTES 40 SECONDS EAST ALONG
SAID SOUTH LINE A DISTANCE OF 320.88 FEET TO A FOUND RIGHT OF WAY MARKER ON THE SAID
WESTERLY RIGHT OF WAY LINE; THENCE SOUTH 02 DEGREES 04 MINUTES 17 SECONDS WEST
ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 143.15 FEET TO A FOUND RIGHT OF WAY
MARKER; THENCE SOUTH 05 DEGREES 11 MINUTES 21 SECONDS WEST ALONG SAID RIGHT OF
WAY LINE A DISTANCE OF 31.01 FEET, RETURNING TO THE POINT OF BEGINNING, CONTAINING
1.28 ACRES, MORE OR LESS.
DOCUMENTS USED:
• HOLLAND SURVEY 06-09-17 P.S. #1625
• PLAT OF RECORD NEW HOPESUBDIVISION S-1389
• DEED BOOK 2017 PAGE 046025
• DEED BOOK 2003 PAGE 089483
BASIS OF BEARINGS:
BENCHMARK(S) PROVIDED ARE REBAR AND COORDINATES ON BENCHMARKS ARE NORTH AMERICAN
DATUM 1983, ARKANSAS NORTH ZONE, US SURVEY FEET, GRID COORDINATES AND ELEVATIONS ARE
NAVD 1988. COORDINATES AND ELEVATIONS WERE ESTABLISHED USING GPS AND WERE PROCESSED
USING THE NATIONAL GEODETIC SURVEYS "ONLINE POSITIONING USER SERVICE" (OPUS).
CERTIFICATIONS:
BY AFFIXING MY SEAL AND SIGNATURE, I GEORGE P. WOODEN, PS NO.1573, HEREBY
CERTIFY THAT THIS DRAWING CORRECTLY DEPICTS A SURVEY COMPILED UNDER MY
SUPERVISION ON SEPT 13, 2018.
THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS AND TITLE WORK FURNISHED BY
OTHERS AND DOES NOT REPRESENT A TILE SEARCH.
THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN. THE PROPERTY
SHOWN ON THIS PLAT IS LOCATED IN ZONE "X" OF THE F.E.M.A. MAP PANEL
05119CO305G EFFECTIVE DATE JULY 06, 2015.
20' 10' 0 20'
SURVEY PLAT CODE:
500-02 N -14 W-0-09-120-60-1573
••�.P�E OF Atjk*
GarNat
Engineering, LLC. -+
v No. 2174 2:
••'••••• 4RKANSP� �•••• a, wr-
OCT 1 7 2018
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BOUNDARY
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4 PROJECT NO:
18120
DATE:
SEPT 13, 2018
SHEET NO:
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