LEGAL NOTICES
NORTH CAROLINA
DUPLIN COUNTY
NOTICE OF RESALE
UNDER AND BY VIRTUE
of an Order of ti a Puplin
County Clerk of Superior
Court, made in Special Pro
ceeding File No. 83 Sp-173,
entitled. "Thornton Lee
Staples Jr., Single; Ronald
Dale Staples and Wife, Debra
L Staples; and Cynthia Paige
Staples, Divorced; Ex
Parte"; and further pursuant
to an Order of Resale entered
by this Court on February 21,
1984, upon an advance bid,
the undersigned Commis
sioner will on March 9, 1984,
at 12 noon, at the Courthouse
door in Kenansville. Duplin
County, North Carolina,
resell for partition the land
designated as the First Tract
in the Petition to the highest
bidder for cash upon an
opening bid of Forty-Six
Thousand Two Hundred Fifty
and 00/100 Dollars
($46,250.00); and the land
designated as the Second
Tract in the Petition to the
highest bidder for cash upon
an opening bid of Fifty-Three
Thousand Six Hundred and
00/100 Dollars ($53,600 00);
both tracts being located in
Glisson Township, Duplin
County. North Carolina, and
mare particularly described
as follows
FIRST TRACT: Being de
scribed with bearings relative
to the North Carolina Grid
Meridian as follows: BEGIN
NING at a 1/2 inch iron rod
in the center of the pavement
of S R No 1306. the North
west corner of E E. Kelly's
12 acre house tract, Corner
A' shown on a map en
titled. SURVEY FOR
THORNTON LEE STAPLES
JR . RONALD DALE
STAPLES. & CYNTHIA
PAIGE STAPLES. dated
September 15. 1983. as re
corded in Map Book 11, page
157, of the Duplin County
Registry (said iron rod being
located North 85 degrees 12
minutes 55 seconds West a
distance of 306 95 feet from a
railroad spike in the center
line intersection of S R. No.
1306 andS R No. 1502), and
runs thence with E E. Kelly's
line and a fence South 00
degrees 06 minutes 35
seconds west a distance of
712.84 feet to a concrete
monument, J.L. Price and
McKinlev Price's corner
(Book 753, page 01, Fifth
Tract); thence with the J.L.
Price and McKir.ley Price
line as follows: South 26
degrees 42 minutes 35
seconds East a distance of
270.67 feet to a 1 1/4-inch
iron pipe, South 15 degrees
m mini has Wast
a distance of 343.50 feet to a
^ 11/4 inch iron pipe. South 07
degrees 49 minutes 25
seconds East a distance of
2.473.57 feet to a 1 1/4-inch
iron pipe, South " degrees
49 minutes 25 seconus East a
distance of 549.68 feet to a 1
1/4-inch iron pipe, tnd South
01 degree 49 minutes 25
seconds East a distance of
1,855.18 feet to a concrete
monument Corner "B,"
B E. Bryan and R.A. Bryan's
corner (Book 528. page 526);
thence with the Bryan line,
an agreed line (Book 920,
page 704, as follows: South
13 degrees 39 minutes 50
seconds West a distance of
424.66 feet to a 1 1 4 inch
iron pipe in a canal, and
South 78 degrees 18 minutes
40 seconds West (passing a 1
1 /4 inch iron pipe at
2 f 79 73 feet) a distance of
304.73 feet to a stake in the
run of the old Mill Race.
Corner "C"), thence down
and with the run of the old
Mill Race, a traverse in and
along the run is as follows:
South 30 degrees 03 minutes
40 seconds West a distance of
62.67 feet to a stake. South 06
degrees 35 minutes 50
seconds West a distance of
?tjj.jH icci iu a MdKe, oouin
03 degrees 21 minutes 40
seconds West a distance erf
168.87 feet to a stake. South
13 degrees 37 minutes 30
seconds East a distance of
530 46 feet to a stake. South
13 degrees 33 minutes 15
seconds East a distance of
339.95 feet to a stake. South
25 degrees 21 minutes 20
seconds East a distance of
231 20 feet to a stake, South
50 degrees 13 minutes 45
seconds East a distance of
167.34 feet to a stake, and
South 18 degrees 27 minutes
30 seconds East a distance of
54 27 feet to a stake in B & L
Timber Company's line,
Corner "D"; thence witi. B &
L Timber Company's line, an
agreed line (Book 920, page
700) North 80 degrees 42
minutes 50 seconds West
(passing a 1 1/4-inch iron
oipe at 0 ? 18.00 feet) a dis
tance of 2,413.28 feet to a 1
1 4-inch iron pipe. Corner
E thence with the line of
B & L Timber Company
North 10 degrees 64 minutes
00 seconds East a distance of
473.69 feet to a concrete
monument, Oliver Herring
Jr.'a oorner (Book 657, page
56); thence with Oliver Hea
ring Jr.'a line and Jimmy
Sanderson's line and with a
canal part of the way North ;
10 degrees 54 minutes 00
seconds East a distance of
2,772.00 feet to a concrete
monument on the bank of a
ditch, Jimmy Sanderson's
corner (Book 657. page 59.
and Book 751. page 145),
Corner "F"; thence with
Jimmy Sanderson's line and
the ditch as follows: North 30
! degrees 43 minutes 35
seconds East a distance of
315.32 feet to a 1/2-inch iron '
rod, North 53 degrees 59 I
minutes 35 seconds East a
distance of 281.75 feet to j
1/2 inch iron rod. North 85
degrees 43 minutes 15
seconds East a distance of
194.50 feet to a 1/2-inch iron
rod. South 38 degrees 53
minutes 10 seconds East a
distance of 115.50 feet to a
1/2-inch iron rod. South 54
degrees 35 minutes 20
seconds East a distance of
82.50 feet to a 1/2-inch iron
rod, and South 76 degrees 58
minutes 00 seconds East a
distance of 231.00 feet to a
concrete monument at the
mouth of a drain. Corner
"G"; thence with Jimmy
Sanderson's line, an agreed
line (Book 920, page 708)
North 07 degrees 00 minutes
10 seconds West a distance of
2,236.39 feet to an old axle.
Corner "H." Samuel E.
Jones' corner (Book 469,
page 251, Second Tract);
thence with Samuel E. Jones'
line as follows: North 03
degrees 35 minutes 30
seconds East a distance of
453 65 feet to a 1 1/4-inch
iron pipe. North 31 degrees
33 minutes 05 seconds East a
distance of 300.00 feet to a 1
1/4 inch iron pipe. North 06
degrtos 30 minutes 30
seconds West a distance of
685.03 feet to a 1 1/4-inch
iron pipe, and North 21
degrees 22 minutes 30
seconds West a distance of
395 00 feet to a 1 1/4-inch
pipe, Zelma Rhodes' corner
(Book 519. page 251); thence
with Zelma Rhodes' line
North 18 degrees 34 minutes
35 seconds East a distance of
726.00 feet to a 1/2-inch iron
rod near the center of the
pavement of S R. No 1306 at
the East end of a concrete
bridge over Herring's Marsh,
Corner "J"; thence along the
pavement of S R. No. 1306
South 75 degrees 08 minutes
55 seconds East a distance of
60.01 feet to a 1/2-inch iron
rod; thence to and with the
center of the pavement of
S R No. 1306 South 85
degrees 12 minutes 55
seconds East a distance of
306 99 feet to the point cf
beginning. CONTAINING
230.0 acres, more or less, as
shown on a map entitled,
SURVEY FOR THORNTON
LEE STAPLES JR..
RONALD DALE STAPLES,
& CYNTHIA PAIGE
STAPLES." dated Septem
ber 15. 1983, as recorded in
Map Book 11. page 157. of
the Duplin County Registry,
and being the First Tract
described in a Deed to
Thornton Lee Staples Jr.,
Ronald Dale Staples, and
Cynthia Paige Staples, as
recorded in Book 797, page
163. of the Duplin County
Registry.
SECOND TRACT BEGIN
NING at a stake, the North
east corner of the 9-acre tract
sold to Bennie I. Branch by
Sam Branch (Book 193, page
487), and runs thence South
56 East 78 poles to a crooked '
pine near the fence; thence
South 2 West 4 1/2 poles to a
pine; thence South 39 East 34
poles, more or less, to a
stake; thence South 66 Cast 3
nnlp<; tn a ctaliP in tho nlH
field; thence with Riddick
Branch's line, Ophelia
Nobles' line, and Nathan
Scott's line South 38 West
127 poles to an iron stake;
thence as Tom Havs' line
about North 67 West 72 poles
to a gum in the run of Brock's
Branch; thence as the run of
Brock's Branch in a North
easterly direction about 66
poles to a gum; thence North
59 West 22 poles to a stump;
thence North 60 West 3 poles
to a stake, the Southeast
corner of the 11 3/8-acre tract
sold to Haywood Branch by
Sam Branch (Book 193, page
2401; thence with the 11
3/8-acre tract North 36 East
50 1/2 poles to a post oak, the
Southeast corner of the
9-acre tract; thence with the
9-acre tract north
30 1/2 East 38 poles to the
point of beginning,
CONTAINING 95 acres, more
or less, and being that land
described in a deed to W.J.
Jackson and wife, Nora Jack
son. as recorded in Book 184,
page 486. of the Duplin
County Registry, and that
land described in a Deed to
W.J Jackson as recorded in
Book 222. oaoe 420. of 'he
Duplin County Registry.
THE SALE WILL BE
MADE SUBJECT TO ALL
1984 AD VALOREM
COUNTY TAXES, RESTRIC
TIONS. EASEMENTS OF
RECORD. AND ASSESS
MENTS. IF ANY.
The highest bidder at the
sale shall be required to
make a cash deposit ot ten
percent (10%) of the first
One Thousand Dollars
($1,000 00) and five percent
(5%) of all over One Thou
sand Dollars ($1,000,001 of
his bid as evidence of good
faith.
This the 21st day of Feb
ruary, 1984.
H E Phillips. Commissioner
3-8 2t PSiP 326
ADVERTISEMENT FOR
BIDS
THE COUNTY OF DUPLIN
AND THE DUPLIN COUNTY
aidDrtoT rnMMiccinu
KENANSVILLE. NORTH
CAROLINA
Separata sealed Bids for the
construction of -- AIRPORT
IMPROVEMENTS, P B.
RAIFORD AIRPORT.
KENANSVILLE, NC.
SECTION I: PAVEMENT
OVERLAY OR 1100 FEET
RUNWAY EXTENSION
SECTION II: 20,000 SY
GRADING AND SEEDING
OF RUNWAY SHOULDER
AREA
will be received by the Duplin
County Airport Commission
at the Office of the Duplin
County Finance Officer,
Duplin County Courthouse,
Kenansville. North Carolina,
until 2 30 P.M., Monday,
March 19, 1984, and then at
said office publicly opened
and read aloud.
Complete plans, specifica
tions and contract documents
will be open for inspection in
the Raleioh. NC office of
F.W Dodge Corporation
(Dodge Plan Room), the
Raleigh, NC office of Asso
ciated General Contractors
(AGC), the office of The John
R McAdams Company, Inc.,
202'The Hayes Building,
Glen Lennox Shoping
Center, Chapel Hill, NC, and
the office of the Duplin
County Finance Officer,
Duplin County Courthouse,
Kenansville. North Carolina;
or may be obtained by those
qualified and who will make a
bid upon receipt of $30 in
cash or certified check from
the office of The John R.
McAdams Company, Inc.,
P.O. Box 2896, Chapel Hill,
NC 27514
All plans and specifications
must be retu*ned within
three (3) weeks after time for
receiving bids, whereupon
$30 will be returned to each
bidder or supplier No de
posit will be refunded
without the plans and speci
fications being returned in
good, usable condition.
No consideration will be
given any request for plans
and specifications received
after three (3) days before the
date for receiving bids.
Each bid shall be accom
panied by a certified check or
bid bond for not less than five
percent (5%) of the amount
of the bid, made payable to
the Count/ of Duplin, the
check or bid bond to be
returned to the bidder unless
he fails to execute the con
tract should it be awarded to
him.
A 100% Performance Bond
and a 100% Labor and Ma
terials Bond in the amount of
the contract price will be
equired of the successful
bidder conditioned upon the
faithful performance of the
contract and upon the pay
ment of all persons supplying
labor and furnishing
materials for the construction
of the project. Bonds must be
vana Tor one vear Devona xne
date of acceptance of the
completed project.
The award of the contract
shall be conditioned upon the
right of the Owner, Duplin
County, to hold the bids for a
period of sixty (60) days from
the date of opening bids,
unless otherwise required by
law.
THE JOHN R. McADMAS
COMPANY. INC.
Engineers
Post Office Box 2896
Glen Lennox Shopping
Center
200 Haves Building
Chapel Hill, North Carolina
27514
PHONE (919)967-7079
THE COUNTY Of DUPLIN
Owner
Post Office Box 420
Hill Street
Kenansville. North Carolina
28349^
3-1$-2t"jRMcC-119
FULL GOSPEL BUSINESS MEN'S
FELLOWSHIP
The Duplin chapter of the Fr.il
Gospe. Business Men's Fellowship
invites you to attend its monthly
meeting on Friday. March 9. at the
Rose Hill Restaurant. Supper begins
at 6:45 p.m. ($4) and the program at
7:30 is free. The speaker will be
Donald Cook of Kannapolis.
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