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1 / i hereby certify that I have surveyed Part of the W 1/2, R 1/2,
ISF — ---- — - - i I I n / E 1/2. WE 1/4, Part of the East 50 ft. of the W 112 of the HE
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// / 1/4, and part of the W 1/2, NE 11%. all in Section 20. T 2-N,
®I I I I I 1 ! i' I ♦ e' (/� r �( R-13-W. Pulaski County, Arkensm, lying Nor
♦ North of the north ritht-
A"x II 1 ' of -way line of ►rkanims State Highway No. 10 and South or the
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46/ i b� - eoa rtright-of'-way rfght-o-we y_ft-- line of a lOp fArkansas Power s Light
"0 / All, eases
' �f COmPanF ent, all more Particularly described as: Starting
I I at the Northwest corner or the W 1/2, HE 1/4. said Section 20;
thwxa S 88 deg. 12 min. 33 sec E (DIM S 88 dog. 59 min. E)
along the north line of said W 1/2, HE 1/4, 636.5 ft-; then"
5 0 aeS. 38 min. 30 aec W, 27.A6 ft. (Deed -35.1 ft.) to a point
on the south line omid Power L Light Company / �•. \ \� � \ \\ I I I / 'V V C d Arkansas
4 piny esaralt
and the beginning; g, 30 min. 29 sec- E
/ / \ \ I alone maid point
linen 1113.05h ft aApoint On the "at line of
the ■ 1/2, R 1/2, E 1/22, NE 1/4, mid Section 20; thence S 0 deg.
32 min 57
m along
co thenco R 88doge 26 min. 2line, 66 point;
8 me. R3300ftto a pointonnthe
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worn f $ 32'5 �N 22 41f
l eoa Aaron S` gE - , /i PIT
BANK d �`
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II/ 72 \ NW I/ N I/'sI,aQ / 1
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FrMMCEw'/ / SIEOl27 19aE 480.86' rEricE .g•` ; /%/// / �% /
N77m40'58OW 82.59' rV 460
BENCH MARK 11
TOP OF IRON PIN AT S.W. CORNER in/
ELEVATION 370.10 r— I /
BENCH LURK /2
RAIL IN WEST SIDE OF 20" PINE ! 52C' N •V7
t AO' WEST OF S.W. CORNER
ELEVATION 430.63
N / a110
BENCH MARK /7 UNION VALLEY CELETERT �
NAIL IN EAST SIDE OF 15" FINE t 690' /
NORTH OF S.W. CORNER r 1
ELEVATION 439.65 OD
Z 1
BENCH MARK 14 I
I /
NAIL IN SOUTH SIDE OF 20" PINE ! 50' NORTH IIt
OF LAKE
ELEVATION 408.39 I I O
BENCH MARK 15 i
RAILROAD SPIKE IN EAST SIDE OF POKER POLE
80' WEST OF S.E. CORNER
ELEVATION 381.81
D
BENCH NARK /6
TOP OF IRON PIN AT N.E. CORNER f%f FENCE law
ELEVATION 504.77 S00032'57wW 460.69
1
S
went line of the W 112, W 112, E 112, NE 1/4, mid Section 20;
thalee S 0 deg. 32 min. 57 sec. R along the west line of the
R 1/2, W 1/2, E 112. HE 1/4, 465.22 ft. to a point on the north
right-of-way line or Arkansas State Highway No. 10, and being AO
rt North of the centerline; thence Northwesterly along said
north right-of-way line, being the arc or a 2251.83 ft. radium
durve to the right, having a chord bearing and distance of
N 70 deg 53 min. 54 sec. W. 451_92 rtto a point; thence
N 65 dog. 08 min. 21 sec. W and continuing along mid north
right-of-way line, 278.06 Ft. to a point; thence N 0 deg. 38 min
30 sec E, 1130. 45 rt. (Deed 1120 ft,) to the point of beginning,
containing 21.5131 acres more or lem.
AND
Part of Section 20, T-2-N, R-13-14, Pulaski County, Arkansas, wore
particularly described as: Starting at the Southeast corner or
the MR 1/4, HE 1/4, of mid Section 20; thence 5 0 deg 32 min.
57 aec. W along the Beat line of the W 1/2. NE 1/4, 72 0 ftto a
point on the North right-of-way line or Arkansas State Highway
No 10, and the point of beginning; thence N 0 deg. 32 min
57 sec E along the east Line of the W 1/2. NE 1/4, 465 22 Ft.
(Deed 472 5 ft) to a point ; thence S 88 deg 26 min. 28 sec. E,
72 AA ft- (Deed 93 6 ft.) to a point; thence S 0 deg 27 min
19 sec E, ABC 86 ft (Deed 491.5 ft,) to a point on the north
right-of-way line or Arkanms State Highway No. 10; thence
Northwesterly along mid north right-of-way line, being the arc
of a 2251.83 rt radius curve to the right, having a chord
bearing and distance of N 77 deg AO min. 58 sec. W. 82.59 ftto
the point of beginning, containing 0.8318 acre more or less
Property lines are located in accordance with established
property lines There are no apparent encroachments eseept as
shown. Corners were met as shown.
EDWARD GERALD SHIN
REGISTERED
LAND SURVEYOR
ARAANSA�
NO. 9
FOEt LOSE a Recm of NY, IAaEEs a cotatER a
ECC PARTNERSHIP + BOUNDARY AND TOPOGRAPHIC SURVEY
ETCCLARY,
EDWARD G. SMITH k ASSOCIATES PART OF THE NE 1/4, SECTION 20
COwa BLflma ■maElmam T 2 N, R 13 W, PULASKI COUNTY,
401 vic'°m. Lmta Rom Aacawaba 7=1 ARKANSAS
Re+laed: 10 / 10 / 8 5
E/ete 9 / 2 5 /BS
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DATE
14 OCTOBER 85
REVISIONS
SHEET NO.
1
COPYRIGHT ig„g5