Newspaper Page Text
Wednesday, January 30,2013
Tribune & Georgian
9B
LEGAL ADVERTISEMENTS
gpn11
STATE OF GEORGIA
COUNTY OF CAMDEN
NOTICE OF SALE UNDER POWER
IN DEED TO SECURE DEBT
Under and by virtue of the power of
sale contained in that certain Deed to
Secure Debt from Alma Paternoster
and Augusto Paternoster to ABN
AMRO Mortgage Group, Inc. in the
original principal amount of $50,000.00
dated 12/18/2007, and recorded in
Deed Book 1403, page 303, Camden
County records, the undersigned will
sell at public outcry to the highest bid
der for cash before the Courthouse
door in said County, during the legal
hours of sale, on the first Tuesday of
February, 2013 by CitiMortgage, Inc.,
successor by merger with ABN AMRO
Mortgage Group, Inc., as Attorney-in-
Fact for Alma Paternoster and Augusto
Paternoster the following described
property:
All that lot, tract, or parcel of land
lying and being in the City of St. Marys,
29th G. M. District, Camden County,
Georgia, more particularly described
as follows:
All of Unit 304, Briargate
Condominiums, as more fully
described and identified in the
Declaration of Condominium recorded
in Deed Book 616, Page 535, and re
recorded in Deed Book 780, Page 322,
Camden County, Georgia, records,
and on that certain condominium plat
recorded in Condominium Plat Book 1,
Page 20, Camden County, Georgia,
records; together with (a) the fee sim
ple title to the land located immediate
ly below said unit and all of the appur
tenances thereunto belonging accord
ing to said Declaration and to said plat,
and, as to each such unit, (b) an undi
vided 4.1667% interest in and to the
common elements and facilities appur
tenant to said unit.
Property known as: 304 McDowell St,
Saint Marys, GA 31558
The indebtedness secured by said
Deed to Secure Debt having been
declared due and payable because of
default in the payment of the indebted
ness secured thereby, this sale will be
made for the purposes of paying the
same and all expenses of sale, includ
ing attorney's fees, (notice having been
given as provided by law).
The property will be sold as the
property of The Aforesaid Grantors
subject to the following:
(1) all prior restrictive covenants,
easements, rights-of-way or encum
brances; (2) all valid zoning ordi
nances; (3) matters which would be
disclosed by an accurate survey of the
property; (4) the outstanding ad val
orem taxes and assessments, if any;
(5) unpaid water and sewage bills, that
constitute liens against the property,
whether due and payable or not yet
due and payable; and (6) matters of
record superior to the security deed
first set out above.
CitiMortgage, Inc., successor by
merger with ABN AMRO Mortgage
Group, Inc. holds the Note and refer
enced Security Deed and services the
loan on behalf of Federal Home Loan
Mortgage Corporation, the current
owner of your loan. Pursuant to
O.C.G.A. Section 44-14-162.2 the
name of the person or entity who has
the full authority to negotiate, amend,
or modify the terms of the aforemen
tioned indebtedness is:
CitiMortgage, Inc.
1000 Technology Drive
O'Fallon, MO 63368
PH: 866-272-4749
Pursuant to O.C.G.A Section 44-14-
162.2, nothing contained in this Notice
of Sale shall obligate any entity to
negotiate, amend, or modify said
indebtedness.
To the best of the undersigned's
knowledge and belief, the party in pos
session is Alma Paternoster and
Augusto Paternoster.
CitiMortgage, Inc., successor by
merger with ABN AMRO Mortgage
Group, Inc., as Attorney-in-fact for
Alma Paternoster and Augusto
Paternoster
This law firm is acting as a debt collec
tor attempting to collect a debt, any
information obtained will be used for
that purpose.
Pendergast & Associates, PC.
115 Perimeter Center Place
South Terraces, Suite 1000
Atlanta, GA 30346
Phone - 770-392-0398
Toll Free - 866-999-7088
www.penderlaw.com
Our File No. 12-53058-6
1/9,1/16, 1/23,1/30- #7212
gpni 1
NOTICE OF SALE UNDER POWER
GEORGIA, CAMDEN COUNTY
By virtue of the power of sale con
tained in a deed to secure debt from
TIMBERLAND ESTATES, LLC to
KENNEDY FUNDING, INC. dated
November 6, 2008 in the original
amount of $1,200,000.00, recorded in
Deed Book 1452, page 271, Camden
County Records, as assigned to BNP
Paribas VPG Brookline CRE, LLC, a
Delaware limited liability company by
Assignment of Deed to Secure Debt,
Assignment of Leases and Rents and
Loan Documents dated December 13,
2010, recorded in Deed Book 1552,
page 374, aforesaid records, and as fur
ther assigned to FITZMARK, LLC by
Assignment of Deed to Secure Debt,
Assignment of Leases and Rents and
Loan Documents dated November 30,
2012, recorded in Deed Book , page
, aforesaid records, and by virtue of
the power of sale contained in a deed to
secure debt from TIMBERLAND
ESTATES, LLC to KENNEDY FUND
ING, INC. dated November 6, 2008 in
the original amount of $1,200,000.00,
recorded in Deed Book 455, page 24,
Brantley County Records, as assigned
to BNP Paribas VPG Brookline CRE,
LLC, a Delaware limited liability compa
ny by Assignment of Deed to Secure
Debt, Assignment of Leases and Rents
and Loan Documents dated December
13, 2010, recorded in Deed Book 504,
page 123, aforesaid records, and as fur
ther assigned to FITZMARK, LLC by
Assignment of Deed to Secure Debt,
Assignment of Leases and Rents and
Loan Documents dated November 30,
2012, recorded in Deed Book , page
, aforesaid records, there will be
offered for sale at public outcry to the
highest bidder for cash before the
Courthouse door of CAMDEN COUN
TY during the legal hours of sale on the
First Tuesday in February, 2013, the fol
lowing described property:
BRANTLEY COUNTY:
All those certain lots, tracts or
parcels of land situate, lying and being
in the 270th G.M. District of Brantley
County, Georgia, designated and
shown upon the map and plan of
Timberland Estate Subdivision pre
pared by Charles H. Tomberlin and
Associates, certified by Charles H.
Tomberlin, Georgia Registered Land
Surveyor No. 2973 dated September 7,
2005, recorded in the office of the Clerk
of Superior Court of Brantley, Ga. in Plat
Book 14, pages 249-253, as all of Lots
Numbered One (1), Two (2), Three (3),
Eight (8), Twelve (12), Thirteen (13),
Fourteen (14), Nineteen (19), Twenty
(20), Twenty-One (21), Twenty-Two (22),
Twenty-Three (23), Twenty-Five (25),
Twenty-Six (26), Twenty-Seven (27),
Twenty- Eight (28), Twenty-Nine (29),
Thirty (30), Thirty-One (31), Thirty-Two
(32), Thirty Three (33), Thirty-Four (34),
Thirty-Five (35), Thirty-Six (36), Thirty-
Seven (37), Thirty-Eight (38), Thirty-
Nine (39), Forty (40), Forty-Two (42),
Fifty-One (51), Fifty-Two (52), Fifty-
Three (53), Fifty-Four (54), Fifty-Five
(55), Fifty-Six (56), Fifty-Seven (57),
Fifty-Eight (58), Fifty-Nine (59), Sixty-
Two (62), Sixty-Three (63), Sixty-Four
(64), Sixty-Five (65), Sixty-Six (66),
Sixty-Seven (67), Sixty-Eight (68),
Sixty-Nine (69), Seventy (70), Seventy-
One (71), Seventy-Two (72), Seventy-
Three (73), Seventy-Four (74),
Timberland Estates Subdivision,
Brantley County, Georgia records.
All those certain tracts or parcels of
land situate, lying and being in the 270th
G.M. District of Brantley County,
Georgia, designated and shown upon
the map and plan entitled
“A.L.T.A./A.S.C.M. Survey for
Timberland Estates”, prepared by
Charles H. Tomberlin and Associates,
certified by Charles H. Tomberlin,
Georgia Registered Land Surveyor No.
2973 dated September 8, 2008 and
recorded in the office of the Clerk of
Superior Court, Glynn County, Georgia
in Plat Book 14A, pages 163-167 as
UPLAND AREA 1 containing 6.045
acres and UPLAND AREA 2 containing
36.400 acres, as well as any and all
jurisdictional and non-jurisdictional wet
lands owned by grantor.
Reference is hereby made to afore
said plat and to the record thereof for
the purpose of more particularly
describing and identifying the location,
metes and bounds of the subject prop
erty and for all other purposes allowed
by law.
All of that certain property being
located in the 270th GMD, Brantley
County, Georgia, being described as fol
lows, to-wit:
Commencing at the intersection of
the west r/w of new post road and the
south r/w of linda plantation road, said
point lies N 79 degrees 59 minutes 09
seconds west a distance of 1649.71
feet; thence N 79 degrees 43 minutes
28 seconds west a distance of 2544.18
feet; thence N 79 degrees 43 minutes
28 seconds W a distance of 3247.20
feet; thence N 79 degrees 43 minutes
34 seconds W a distance of 1921.45
feet; thence N 79 degrees 43 minutes
34 seconds west a distance of 1119.61
feet, to the point of beginning; thence S
14 degrees 19 minutes 18 seconds W a
distance of 251.96 feet; thence with a
curve turning to the right with an arc
length of 110.90 feet, with a radius of
275.31 feet, with a chord bearing of S
25 degrees 39 minutes 57 seconds W,
with a chord length of 110.15 feet;
thence S 37 degrees 12 minutes 18
seconds W a distance of 542.66 feet;
thence with a curve turning to the right
with an arc length of 62.36 feet, with a
radius of 60.00 feet, with a chord bear
ing of S 66 degrees 58 minutes 43 sec
onds W, with a chord length of 59.59
feet; thence N 83 degrees 14 minutes
53 seconds W a distance of 543.47 feet;
thence with a curve turning to the left
with an arc length of 110.76 feet, with a
radius of 109.37 feet, with a chord bear
ing of S 71 degrees 49 minutes 13 sec
onds W, with a chord length of 106.08
feet; thence S 42 degrees 48 minutes
31 seconds W a distance of 259.03 feet;
thence with a curve turning to the left
with an arc length of 36.77 feet, with a
radius of 125.00 feet, with a chord bear
ing of S 34 degrees 22 minutes 50 sec
onds W, with a chord length of 36.64
feet; thence S 25 degrees 57 minutes
10 seconds W a distance of 365.12 feet;
thence S 32 degrees 05 minutes 27
seconds W a distance of 422.24 feet;
thence with a curve turning to the left
with an arc length of 102.24 feet, with a
radius of 125.00 feet, with a chord bear
ing of S 08 degrees 39 minutes 31 sec
onds W, with a chord length of 99.41
feet; thence S 14 degrees 46 minutes
24 seconds E a distance of 312.46 feet;
thence with a curve turning to the right
with an arc length of 102.63 feet, with a
radius of 175.00 feet, with a chord bear
ing of S 02 degrees 01 minutes 42 sec
onds W, with a chord length of 101.17
feet; thence S 18 degrees 49 minutes
49 seconds W a distance of 247.60 feet;
thence with a curve turning to the right
with an arc length of 209.44 feet, with a
radius of 279.99 feet, with a chord bear
ing of S 40 degrees 15 minutes 33 sec
onds W, with a chord length of 204.59
feet; thence S 61 degrees 41 minutes
17 seconds W a distance of 206.21 feet;
thence with a curve turning to the left
with an arc length of 1435.75 feet, with
a radius of 220.00 feet, with a cord bear
ing of S 42 degrees 42 minutes 31 sec
onds W, with a chord length of 143.10
feet; thence S 23 degrees 43 minutes
46 seconds W a distance of 92.90 feet;
thence with a curve turning to the left
with an arc length of 46.60 feet, with a
radius of 219.99 feet, with a chord bear
ing of S 17 degrees 39 minutes 41 sec
onds W, with a chord length of 46.51
feet; thence S 11 degrees 35 minutes
35 seconds W a distance of 133.06 feet;
thence with a curve turning to the left
with an arc length of 21.68 feet, with a
radius of 25.00 feet, with a chord bear
ing of S 13 degrees 14 minutes 48 sec
onds E, with a chord length of 21.00
feet; thence with a reverse curve turning
to the right with an arc length of 292.54
feet, with a radius of 60.00 feet, with a
chord bearing of N 78 degrees 24 min
utes 25 seconds W, with a chord length
of 77.65 feet; thence with a reverse
curve turning to the left with arc length
of 21.68 feet, with a radius of 25.00 feet,
with a chord bearing of N 36 degrees 25
minutes 59 seconds E, with a chord
length of 21.00 feet; thence N 11
degrees 35 minutes 35 seconds E a dis
tance of 33.06 feet; thence with a curve
turning to the right with an arc length of
59.31 feet, with a radius of 279.99 feet,
with a chord bearing of N 17 degrees 39
minutes 41 seconds E, with a chord
length of 59.20 feet; thence N 23
degrees 43 minutes 46 seconds E a dis
tance of 92.90 feet; thence with a curve
turning to the right with an arc length of
185.50 feet, with a radius of 280.00 feet,
with a chord bearing of N 42 degrees 42
minutes 31 seconds E, with a chord
length of 182.12 feet; thence N 61
degrees 41 minutes 17 seconds E a dis
tance of 206.21 feet; thence with a
curve turning to the left with an arc
length of 164.56 feet, with a radius of
220.00 feet, with a chord bearing of N
40 degrees 15 minutes 33 seconds E,
with a chord length of 160.75 feet;
thence N 18 degrees 49 minutes 49
seconds E a distance of 247.60 feet;
thence with a curve turning to the left
with an arc length of 67.44 feet, with a
radius of 115.00 feet, with a chord bear
ing of N 02 degrees 01 minutes 42 sec
onds E, with a chord length of 66.48
feet; thence N 14 degrees 46 minutes
24 seconds W a distance of 303.93 feet;
thence with a curve turning to the left
with an arc length of 32.24 feet, with a
radius of 25.00 feet, with a chord bear
ing of N 51 degrees 43 minutes 22 sec
onds W, with a chord length of 30.06
feet; thence N 88 degrees 40 minutes
20 seconds W a distance of 254.07 feet;
thence with a curve turning to the left
with an arc length of 32.50 feet, with a
radius of 25.02 feet, with a chord bear
ing of S 55 degrees 39 minutes 41 sec
onds W, with a chord length of 30.2 feet;
thence with a reverse curve turning to
the right with an arc length of 266.53
feet, with a radius of 60.01 feet, with a
chord bearing of N 34 degrees 18 min
utes 35 seconds W, with a chord length
of 95.54 feet; thence S 88 degrees 40
minutes 20 seconds E a distance of
328.29 feet; thence with a curve turning
to the left with an arc length of 34.05
feet, with a radius of 25.00 feet, with a
chord bearing of N 2 degrees 18 min
utes 53 seconds E, with a chord length
of 31.47 feet; thence with a reverse
curve turning to the right with an arc
length of 60.67 feet, with a radius of
185.00 feet, with a chord bearing of N
22 degrees 41 minutes 47 seconds E,
with a chord length of 60.40 feet; thence
N 32 degrees 05 minutes 27 seconds E
a distance of 419.02 feet; thence N 25
degrees 57 minutes 10 seconds E a dis
tance of 361.90 feet; thence with a
curve turning to the right with an arc
length of 54.42 feet, with a radius of
185.00 feet, with a chord bearing of N
34 degrees 22 minutes 50 seconds E,
with a chord length of 54.23 feet; thence
N 42 degrees 48 minutes 31 seconds E
a distance of 260.07 feet; thence with a
curve turning to the right with an arc
length of 164.92 feet, with a radius of
185.64 feet, with a chord bearing of N
71 degrees 18 minutes 05 seconds E,
with a chord length of 159.55 feet;
thence S 83 degrees 14 minutes 53
seconds E a distance of 43.49 feet;
thence N 37 degrees 12 minutes 18
seconds E a distance of 1542.60 feet;
thence with a curve turning to the left
with an arc length of 86.97 feet, with a
radius of 219.99 feet, with a chord bear
ing of N 25 degrees 38 minutes 48 sec
onds E, with a chord length of 86.40
feet; thence N 14 degrees 19 minutes
18 seconds E a distance of 247.71 feet;
thence S 79 degrees 43 minutes 34
seconds E a distance of 60.15 feet,
which is the point of beginning, having
an area of 359602.42 square feet, 8.255
acres.
All of that certain property being
located in the 270th GMD, Brantley
County, Georgia and being described
as follows, to-wit:
Commencing at the intersection of
the west r/w of new post road and the
south r/w of linda plantation road; said
point lies N 79 degrees 59 minutes 09
seconds west a distance of 1649.71
feet; thence N 79 degrees 43 minutes
28 seconds W a distance of 2544.18
feet; thence N 79 degrees 43 minutes
28 seconds W a distance of 3247.20
feet; thence N 79 degrees 43 minutes
34 seconds W a distance of 1921.45
feet, to the point of beginning; thence S
30 degrees 03 minutes 10 seconds W a
distance of 4722.24 feet; thence with a
curve turning to the left with an arc
length of 31.81 feet, with a radius of
25.00 feet, with a chord bearing of S 06
degrees 23 minutes 39 seconds E, with
a chord length of 29.70 feet; thence with
a reverse curve turning to the right with
an arc length of 264.83 feet, with a
radius of 60.00 feet, with a chord bear
ing of S 83 degrees 36 minutes 20 sec
onds W, with a chord length of 96.53
feet; thence N 30 degrees 03 minutes
10 seconds E a distance of 4781.90
feet; thence S 79 degrees 43 minutes
34 seconds E a distance of 63.76 feet,
which is the point of beginning, having
an area of 296124.06 square feet, 6.798
acres.
Depicted as the roadways in the
Timberland Estates Subdivision on the
map and plan of Timberland Estates
Subdivision, prepared by Charles H.
Tomberlin & Associates, certified by
Charles H. Tomberlin, Georgia
Registered Land Surveyor No. 2973
dated September 7, 2005 and recorded
in the office of the Clerk of Superior
Court, Brantley County, Georgia in Plat
Book 14, pages 249-253.
CAMDEN COUNTY:
All those certain lots, tracts or
parcels of land situate, lying and being
in the 270th G.M. District of Camden
County, Georgia, designated and
shown upon the map and plan of
Timberland Estates Subdivision, pre
pared by Charles H. Tomberlin and
Associates, certified by Charles H.
Tomberlin, Georgia Registered Land
Surveyor No. 2973, dated January 31,
2006, recorded in the office of the Clerk
of Superior Court of Camden, GA, in
Plat Drawer 20, Map 2, as all of Lots
Numbered One (1), Nine (9), Twelve
(12), Thirty-Six (36), Thirty-Seven (37),
Forty-Two (42), Forty-Three (43),
Timberland Estates Subdivision, Phase
One (1), Camden County, Georgia
records.
All those certain lots, tracts or
parcels of land situate, lying and being
in the 270th G.M. District of Camden
County, Georgia, designated and
shown upon the map and plan of
Timberland Estates Subdivision, pre
pared by Charles H. Tomberlin and
Associates, certified by Charles H.
Tomberlin, Georgia Registered Land
Surveyor No. 2973, dated February 2,
2006. recorded in the office of the Clerk
of Superior Court of Camden, GA, in
Plat Drawer 20, Maps 3, 4, & 5, as all of
Lots Numbered Forty-Nine (49), Fifty
(50), Fifty-Seven (57), Fifty-Eight (58),
Fifty-Nine(59), Sixty (60), Sixty-Two
(62), Sixty-Three (63), Sixty-Nine (69),
Seventy (70), Seventy-One (71),
Seventy-Six (76), Eighty (80), Eighty-
Four (84), Eighty-Five (85), Eighty-Six
(86), Eighty-Seven (87), Eighty-Eight
(88), Eighty- Nine (89), Ninety (90),
Ninety-One (91), Ninety-Two (92),
Ninety-Three (93), Ninety-Four (94),
Ninety-Seven (97), One Hundred (100),
One Hundred One (101), One Hundred
Two (102), One Hundred Three (103),
One Hundred Four (104), One Hundred
Thirteen (113) One Hundred Fourteen
(114), One Hundred Eighteen (118),
One Hundred Nineteen (119), One
Hundred Twenty (120), One Hundred
Twenty-Seven (127), One Hundred
Forty-Three (143), One Hundred Sixty
(160), One Hundred Sixty-Three (163),
consisting of 40.143 acres of wetland
preserve and One Hundred Sixty-Four
(164), consisting of 374.534 acres of
wetland preserve, Timberland Estates
Subdivision, Phase Two (2), Camden
County, Georgia records.
All those certain lots, tracts or
parcels of land situate, lying and being
in the 270th G.M. District of Camden
County, Georgia, designated and
shown upon the map and plan of
Timberland Estates Subdivision, pre
pared by Charles H. Tomberlin and
Associates, certified by Charles H.
Tomberlin, Georgia Registered Land
Surveyor No. 2973, dated July 7, 2008,
recorded in the office of the Clerk of
Superior Court of Camden, GA, in Plat
Cabinet 4. File 93-G, as all of Lots
Numbered Two Hundred Two (202), Two
Hundred Four (204), Two Hundred Six
(206), Two Hundred Seven (207), Two
Hundred Eight (208), Two Hundred Nine
(209), Two Hundred Ten (210), Two
Hundred Eleven (211), Two Hundred
Twelve (212), Two Hundred Thirteen
(213), Two Hundred Fourteen (214),
Timberland Estates Subdivision, Phase
Seven (7), Camden County, Georgia
records.
All those certain tracts or parcels of
land situate, lying and being in the 270th
G.M. District of Camden County,
Georgia, designated and shown upon
the map and plan entitled
"A.L.T.A./A.S.C.M. Survey for
Timberland Estates Outparcel 1,2,3,4,5
and 6", prepared by Charles H.
Tomberlin and Associates, certified by
Charles H. Tomberlin, Georgia
Registered Land Surveyor No. 2973,
dated October 10, 2008 and being
recorded in the office of the Clerk of
Superior Court of Camden, GA, in Plat
Drawer 24, File 55, as OUT PARCEL 1,
OUT PARCEL 2, OUT PARCEL 3, OUT
PARCEL 4, OUTPARCEL 5 AND OUT
PARCEL 6.
All of that certain lot, tract or parcel of
land situate, lying and being in the 270th
G.M. District of Camden County,
Georgia, designated as TRACT "D",
CONSISTING OF 11.543 ACRES, as
shown upon the plat of survey prepared
by Charles H. Tomberlin and
Associates, certified by Charles H.
Tomberlin, Georgia Registered Land
Surveyor No. 2973, dated October 14,
2008, and being recorded in the office
of the Clerk of Superior Court, Camden
County, Georgia in Plat Cabinet 4, Page
107E2.
ROADS FOR PHASE I & PHASE II
All of the certain property being
located in the 270th GMD, Camden
County, Georgia and being described
as follows to wit:
Commencing at an intersection of
the west r/w of new post road and the
south r/w of Linda Plantation Road; Said
point of beginning lies N 79°59'09" W a
distance of 1649.64'; thence N
79°43'28" W a distance of 2544.18';
which is the POINT OF BEGINNING;
thence S 10°26'13" W a distance of
1390.1 T; thence with a curve turning to
the left with an arc length of 39.27', with
a radius of 25.00', with a chord bearing
of S 34°33'47" E, with a chord length of
35.36'; thence S 79°33'46" E with a dis
tance of 853.05'; thence with curve turn
ing to the left with an arc length of
26.08, with a radius of 26.09', with a
chord bearing of N 71°47'33" E with a
chord length of 25.0T; thence with a
reverse curve turning to the right with an
arc length of 283.98', with a radius of
60,00', with a chord bearing of S
10°26'11" W, with a chord length 83.97';
thence with a reverse curve turning to
the left with an arc length of 26.08', with
a radius of 26.09', with a chord bearing
of N 50°55'18" W, with a chord length of
25.0T; thence N 79°33'47" W distance
of 853.05'; thence with a curve turning
to the left with an arc length of 39.27',
with a radius of 25.00', with a chord
bearing of S 55°26'14" W, with a chord
35.36’; thence S 10°26'14" W distance
of 1435.00'; thence S 79°33'46" E a dis
tance of 578.06'; thence with a curve
turning to the left with length of 26.04'
with a radius of 26.56', with a chord
bearing of N 71°47'31" E, with a chord
length of 25.0T; thence with a reverse
curve turning to the right with an arc
length of 283.98', with a radius of 60.00',
with a chord bearing of S 10°26'14" W,
with a chord length of 83.97'; thence
with a reverse curve turning to the left
with an arc length of 26.29', with a
radius of 26.55'; with a chord length
bearing N 51°11'56" W, with a chord
length of 25.23'; thence N 79°33'46" W
a distance 577.80'; thence S 10°26'16"
W distance of 545.71'; thence with a
curve turning to the right with an arc
length of 185.69', with a radius of
517.34', with a chord bearing of S
20°36'08" W, with a chord length
184.69'; thence with a reverse curve
turning to the left with an arc length of
165.12', with a radius of 492.86', with a
chord bearing of S 20°02'05" W, with a
chord length of 164.35', thence S
10°26'13" W distance of 1139.72';
thence with a curve turning to the left
with an arc length of 39.27', with a
radius of 25.00', with a chord bearing of
S 34°33'47" E, with a chord length of
35.36'; thence S 79°33'47" E distance of
133.70'; thence with a curve turning to
the right with an arc length of 303.25',
with a radius of 530.00', with a chord
bearing of S 63°10'18" E, with a chord
length of 299.13'; thence S 46°46'48" E
a distance of 765.0T; thence with a
curve turning to the left with an arc
length of 39.27' with a radius of 25.00',
with a chord bearing of N 88°13'11" E,
with a chord length of 35.36'; thence N
43°13'11" E a distance of 719.38';
thence with a curve turning to the left
with an arc length of 153.73' with a
radius of 287.40' with chord bearing of
N 26°31'54" E, with a chord length of
151.90'; thence N 17°13'5" E distance of
172.90'; thence with a curve turning to
the left with an arc length of 21.68', with
a radius of 25.00', with a chord bearing
of N 07°36'28" W with a chord length of
21.00'; thence with a reverse curve turn
ing to the right with an arc length of
283.42', with a radius of 60.00', with a
chord bearing S 77°07'23" E, with a
chord length of 84.37'; thence with a
reverse curve turning to the left with an
arc length of 30.97', with a radius of
31.15', with a chord bearing of S
48°13'57" W, with a chord length of
29.7T; thence S 17°13'55" W a distance
of 172.90'; thence with a curve turning
to the right with an arc length of 176.91',
with a radius of 369.82', with a chord
bearing of S 26°44'50" W with a chord
length of 175.23'; thence S 43°13'11" W
a distance of 723.13'; thence with a
curve turning to the left with an arc
length of 39.27', with a radius of 25.00',
with a chord bearing of S 01°46'49" E
with chord length of 5.36’; thence S
45°46’49” E a distance of 1373.69’;
thence with a curve turning to the right
with an arc length of 174.15’ with a
radius of 130.00’, with a chord bearing
of S 08°24’14”E, with a chord length of
161.41'; thence S 29°58' 20" W a dis
tance of 462.39'; thence with a curve
turning to the left with an arc length of
111.86', with a radius of 70.00' with a
chord bearing of S 15°48'24" E, with a
chord length of 100.33'; thence S
61°35'11" E a distance of 1236.16';
thence with a curve turning to the left
with an arc length of 283.02' with a
radius of 470.00', with a chord bearing
of S 78°50'13" E, with a chord length of
278.76'; thence N 83°54'45" E a dis
tance of 169.48'; thence with a curve
turning to the left with an arc length of
39.27', with a radius of 25.00', with a
chord bearing of N 38°54'45" E, with a
chord length of 35.36'; thence N
06°05'15" W a distance of 763.77';
thence with a curve turning to the left
with an arc length of 21.68', with a
radius of 25.00', with a chord bearing of
N 30°55'39" W, with a chord length of
21.00'; thence with a reverse curve turn
ing to the right with an arc length of
292.55', with a radius 60.00', with a
chord bearing of N 83°54'45" E, with a
chord length of 77.65'; thence with a
reverse curve turning to the left with an
arc length of 21.68' with a radius of
25.00', with a chord bearing of S
18°45'09" W, with a chord length of
21.00'; thence S 06°05'15" E a distance
of 763.77'; thence with a curve turning
to the left with an arc length of 39.27'
with a radius of 25.00', with a chord
bearing of S 51°05'15" E, with a chord
length of 35.36'; thence N 83°54'45" E a
distance of 1083.05'; thence S
04°52'42" E a distance of 60.01'; thence
S 83°54'45" W a distance of 1361.26';
thence with a curve turning to the right
with an arc length of 319.15', with a
radius of 530.00', with a chord bearing
of N 78°50'12" W, with a chord length of
314.35'; thence N 61°35'11" W a dis
tance of 1236.16'; thence with a curve
turning to the right with an arc length of
207.03', with a radius of 128.75', with a
chord bearing of N 16°05'36" W, with a
chord length of 185.43'; thence N
29°58'20" E a distance of 463.68';
thence with a curve turning to the left
with an arc length of 93.77', with a
radius of 70.00', with a chord bearing N
08°24'15" W, with a chord length of
86.91'; thence N 46°46'48" W a distance
of 2248.70'; thence with a curve turning
to the left with an arc length of 268.92',
with a radius of 470.00', with a chord
bearing of N 63°10'17" W, with a chord
length of 265.27'; thence N 79°33'47" W
a distance of 133.69'; thence with a
curve turning to the left with an arc
length of 39.27', with a radius of 25.00',
with a chord bearing of S 55° 26'14" W,
with a chord length of 35.36'; thence S
10°26'14" W a distance of 1320.55;
thence with a curve turning to the left
with an arc length of 39.35', with a
radius of 25.00', with a chord bearing of
S 34°28'05" E with a chord length of
35.4T, thence S 79°33'47" E a distance
of 422.31'; thence with a curve turning
to the right with an arc length of 107.98',
with a radius of 85.35', with a chord
bearing of S 43°08'40" E, with a chord
length of 100.92'; thence S 06°54'01" E
a distance of 842.90'; thence with a
curve turning to the left with an arc
length of 21.68', with a radius of 25.00',
with a chord bearing of S 31°44'24" E,
with a chord length of 21.00'; thence
with a reverse curve turning to the right
with an arc length of 292.54', with a
radius of 60.00', with a chord bearing of
S 83°05'59" W, with a chord length of
77.65'; thence with a reverse curve turn
ing to the left with an arc length of 21.68'
with a radius of 25.00', with a chord
bearing of N 17°56'22" E, with a chord
length of 21.00; thence N 06°54'01" W a
distance of 843.23'; thence with a curve
turning to the left with an arc length of
31.63', with a radius of 25.00', with a
chord bearing of N 43°19'05" W, with a
chord length of 29.56'; thence N
79°33'47" W a distance of 1521.21';
thence with a curve turning to the left
with an arc length of 39.27', with as
radius of 25.00', with a chord bearing of
S 55°26'13" W, with a chord length of
35.36'; thence S 10°26'13" W a distance
of 321.22'; thence with a curve turning
to the left with an arc length of 21.68',
with a radius of 25.00', with a chord
bearing of S 14°24'10" E, with a chord
length of 21.00'; thence with a reverse
curve turning to the right with an arc
length of 292.54', with a radius of 60.00',
with a chord bearing of N 79°33'47" W,
with a chord length of 77.65'; thence
with a reverse curve turning to the left
with an arc length of 21.68', with a
radius of 25.00', with a chord bearing of
N 35°16'36" E, with a chord length of
21.00'; thence N 10°26'14" E a distance
of 321.22'; thence with a curve turning
to the left, with an arc length of 39.27',
with a radius of 25.00', with a chord
bearing N 34°33'47" W, with a chord
length of 35.36'; thence N 79°33'48" W
a distance of 78.90'; thence with a curve
turning to the left with an arc length of
21.40', with a radius of 32.06', with a
chord bearing: of S 75°35'49" W, with a
chord length of 21.00'; thence with a
reverse curve turning to the right with an
arc length of 292.54', with a radius of
60.00', with a chord bearing of N
10°26'13" E, with a chord length of
77.65'; thence with a reverse curve turn
ing to the left with an arc length of
24.16', with a radius of 31.49', with a
chord bearing of S 57°34'56" E, with a
chord length of 23.57'; thence S
79°33'46" E distance of 1175.00';
thence with a curve turning to the left
with an arc length of 39.27', with a
radius of 25.00', with a chord bearing of
N 55°26'14" E, with a chord length of
35.36'; thence N 10°26'13" E distance
of 1320.64'; thence with a curve turning
to the left with an arc length of 39.27',
with a radius of 25.00', with a chord
bearing of N 34°33'47" W, with a chord
length of 35.36'; thence N 79°33'47" W
a distance of 1405.80'; thence with a
curve turning to the left with an arc
length of 21.68', with a. radius of 25.00',
with a chord bearing of S 75°35'49" W,
with a chord length of 21.00'; thence
with a reverse curve turning to the right
with an arc length of 292.54', with a
radius of 60.00', with a chord bearing of
N 10°26'13" E, with a chord length of
77.65'; thence with a reverse curve turn
ing to the left with an arc length of
21.68', with a radius of 25.00', with a
chord bearing of S 54°43' 23"E, with a
chord length of 21.00'; thence S
79°33'47" E a distance of 1405.80';
thence with a curve turning to the left
with an arc length of 39.27', with a
radius of 25.00', with a chord bearing of
N 55°26'13" with a chord length of
35.36': thence N 10°26'13" a distance of
1139.90'; thence with a curve turning to
the right with an arc length of 206.48,
with a radius of 571.16', with a chord
bearing of N 21°07'17" E, with a chord
length of 205.36'; thence with a reverse
curve turning to the left with an arc
length of 144.12' with a radius of
469.97', with a chord bearing of N
19°13'19" E, with a chord length of
143.55'; thence N 10°26'14" E, a dis
tance of 3540.65'; thence S 79°43' 28"
E a distance of 60.00'; which is the point
of beginning, having an area of
1330111.62 square feet, 30.535 acres
Depicted as the roadways for
Phases I and 2 of Timberland Estates
Subdivision upon the map and plan of
Timberland Estates Subdivision, pre
pared by Charles H. Tomberlin &
Associates, certified by Charles H.
Tomberlin, Georgia Registered Land
Surveyor No. 2973, dated February 2,
2006 and recorded in the office of the
Clerk of Superior Court, Camden
County, Georgia in Plat Drawer 20,
Maps 3, 4 and 5.
ROADS FOR PHASE VII:
All of that certain property being
located in the 270th GMD, Camden
County, Georgia and being described
as follows to wit:
Commencing at the intersection of
the west r/w of New Post Road and the
south r/w of Linda Plantation Road; said
point lies S 00°39'39" W a distance of
1222.21'; which is the POINT OF
BEGINNING; thence S 00°39'51" W a
distance of 60.88'; from a commence
ment; thence N 79°33'47' W a distance
of 1262.54'; thence with a curve turning
to the left with an arc length of 463.38',
with a radius of 570.00'; with a chord
bearing of S 77°08'51" W, with a chord
length of 450.73'; thence S 52°51 '09" W,
a distance of 20.01'; thence with a curve
turning to the left with an arc length of
28.31', with a radius of 32.87', with a
chord bearing of S 18°33'19" W, with a
chord length of 27.45'; thence with a
reverse curve turning to the right with an
arc length of 287.46', with a radius of
60.00', with a chord bearing of N
57°29'03" W with a chord length of
81.45'; thence with a reverse curve turn
ing to the left with an arc length of 13.51'
with a radius of 55.17', with a chord
bearing of N 64°08'10" E, with a chord
length of 13.47'; thence N 57°59'41" E,
a distance of 0.00'; thence with a curve
turning to the right with an arc length of
571.04'. with a radius of 630.00', with a
chord bearing of N 74°28'14" E, with a
chord length 551.69'; thence S
79°33'47" E a distance of 1252.21';
thence S 00°39'51" W distance 50.88';
which is the point of beginning, having
an area of 118861.35 square feet, 2.729
acres.
Depicted as the roadway for Phase 7
of Timberland Estates Subdivision upon
the map and plan of Timberland Estates
Subdivision, prepared by Charles H.
Tomberlin & Associates, certified by
Charles H. Tomberlin, Georgia
Registered Land Surveyor No. 2973,
dated July 7, 2008 and recorded in the
office of the Clerk of Superior Court,
Camden County, Georgia in Plat
Cabinet 4, File 93-G.
The indebtedness secured by said
deed to secure debt has been declared
due and payable by reason of default
under the provisions of said deed to
secure debt and the terms of the note or
notes secured thereby, and sale will be
made for the purpose of applying the
proceeds thereof toward expenses of
sale, payment of indebtedness and
interest thereon, and any balance
remaining shall be applied as provided
by law. To the best knowledge of
Fitzmark, LLC, the property will be sold
as the property of TIMBERLAND
ESTATES, LLC.
Notice has been given of intention to
enforce provisions for collection of attor
ney's fees and expenses of foreclosure
in accordance with legal requirements
and the terms of the above note and
deed to secure debt. The property will
be sold subject to 1) any outstanding ad
valorem taxes (including taxes which
are a lien, but not yet due and payable),
2) any matters which might be disclosed
by an accurate survey and inspection of
the Property, 3) any assessments, liens,
encumbrances, zoning ordinances,
restrictions, easements and covenants
which continue to be in effect and have
priority over the interest of the purchas
er at the non-judicial foreclosure sale
contemplated by this Notice of Sale; and
4) matters of record superior to the
Security Deed first set out above.
FITZMARK, LLC, BY ASSIGNMENT
FROM BNP PARIBAS VPG BROOK
LINE
CRE, LLC, Attorney-in-Fact
for Timberland Estates, LLC
ANDERSEN, TATE & CARR, PC.
ONE SUGARLOAF CENTRE
1960 SATELLITE BOULEVARD,
SUITE 4000
DULUTH, GEORGIA 30097
770-822-0900
THE LAW FIRM IS ACTING AS A
DEBT COLLECTOR ATTEMPTING TO
COLLECT A DEBT. ANY INFORMA
TION OBTAINED WILL BE USED FOR
THAT PURPOSE.
1/9, 1/16, 1/23, 1/30-#7218