Newspaper Page Text
10B
Tribune & Georgian
Wednesday, January 9,2013
LEGAL ADVERTISEMENTS
gpn11
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
further 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 TIMBER-
LAND ESTATES, LLC to KENNEDY
FUNDING, 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 company 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 further
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
following 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 contain
ing 36.400 acres, as well as any and all
jurisdictional and non-jurisdictional
wetlands 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
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 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 bearing of S 71 degrees 49 min
utes 13 seconds 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 turn
ing to the left with an arc length of
36.77 feet, with a radius of 125.00 feet,
with a chord bearing of S 34 degrees
22 minutes 50 seconds 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 bearing of S
08 degrees 39 minutes 31 seconds 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
bearing of S 02 degrees 01 minutes 42
seconds 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 turn
ing to the right with an arc length of
209.44 feet, with a radius of 279.99
feet, with a chord bearing of S 40
degrees 15 minutes 33 seconds 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
bearing of S 42 degrees 42 minutes 31
seconds 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 bearing of S 17 degrees 39 min
utes 41 seconds 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 turn
ing to the left with an arc length of
21.68 feet, with a radius of 25.00 feet,
with a chord bearing of S 13 degrees
14 minutes 48 seconds 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 bear
ing of N 78 degrees 24 minutes 25 sec
onds W, with a chord length of 77.65
feet; thence with a reverse curve turn
ing 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 min
utes 59 seconds E, with a chord length
of 21.00 feet; thence N 11 degrees 35
minutes 35 seconds E a distance 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 min
utes 41 seconds E, with a chord length
of 59.20 feet; thence N 23 degrees 43
minutes 46 seconds E a distance 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 min
utes 31 seconds E, with a chord length
of 182.12 feet; thence N 61 degrees 41
minutes 17 seconds E a distance of
206.21 feet; thence with a curve turn
ing 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
bearing of N 02 degrees 01 minutes 42
seconds 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 turn
ing to the left with an arc length of
32.24 feet, with a radius of 25.00 feet,
with a chord bearing of N 51 degrees
43 minutes 22 seconds 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 bearing of S 55
degrees 39 minutes 41 seconds 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 bear
ing of N 34 degrees 18 minutes 35 sec
onds 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 minutes 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
distance 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 turn
ing to the left with an arc length of
86.97 feet, with a radius of 219.99 feet,
with a chord bearing of N 25 degrees
38 minutes 48 seconds 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 bearing of S 83 degrees 36 min
utes 20 seconds 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 begin
ning, 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), con
sisting of 40.143 acres of wetland pre
serve 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
OUTPARCEL 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 pre
pared 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 distance of 853.05';
thence with curve turning 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
25.01’; 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
25.01'; 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
distance 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 25.01'; 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 765.01';
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 dis
tance 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
turning 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
29.71'; thence S 17°13'55" W a dis
tance 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 turn
ing 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 distance 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 dis
tance 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 distance 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 dis
tance 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 turning 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 dis
tance 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 dis
tance 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 dis
tance 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 35.41', 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 dis
tance 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
turning 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 dis
tance 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 dis
tance 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 turning 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 turn
ing 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 dis
tance 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
turning 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 turn
ing 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 dis
tance of 1222.21'; which is the POINT
OF BEGINNING; thence S 00°39'51"
W a distance of 60.88'; from a com
mencement; 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 dis
tance 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
turning 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 dis
tance 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
attorney's fees and expenses of fore
closure 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 mat
ters 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
gpn11
NOTICE OF SALE UNDER POWER
CAMDEN COUNTY
Pursuant to the Power of Sale con
tained in a Security Deed given by
Malcolm J. Trombley to Mortgage
Electronic Registration Systems, Inc.
as nominee for ERA Mortgage dated
6/7/2005 and recorded in Deed Book
1154 Page 765-787, CAMDEN County,
Georgia records; as last transferred to
PHH Mortgage Corporation, conveying
the after-described property to secure
a Note in the original principal amount
of $ 154,000.00, with interest at the
rate specified therein, there will be sold
by the undersigned at public outcry to
the highest bidder for cash before the
Courthouse door of CAMDEN County,
Georgia, within the legal hours of sale
on February 5, 2013 (being the first
Tuesday of said month unless said
date falls on a Federal Holiday), the fol
lowing described property:
All that lot, tract or parcel of land situ
ate, lying and being in the City of
Kingsland, 1606th G.M. District,
Camden County, Georgia, more fully
and particularly described as follows:
All of Lot 32, The Meadows
Subdivision, Phase IV-Section "A", as
more fully and accurately shown and
described on that certain subdivision
plat by Privett & Associates, Inc.,
Georgia Registered Land Surveyor No.
2893, recorded in Plat Drawer 17, Map
72, Camden County, Georgia, records,
said plat by this reference being incor
porated herein for descriptive and all
other purposes.
Subject to all valid and enforceable
restrictive covenants, reservations and
easements of record applicable there
to.
The debt secured by said Security
Deed has been and is hereby declared
due because of, among other possible
events of default, failure to pay the
indebtedness as and when due and in
the manner provided in the Note and
Security Deed. The debt remaining in
default, this sale will be made for the
purpose of paying the same and all
expenses of this sale, as provided in
the Security Deed and by law, includ
ing attorney’s fees (notice of intent to
collect attorney’s fees having been
given). Federal National Mortgage
Association is the current owner of the
loan.
Said property is commonly known
as 135 Huntington Drive, Kingsland,
Georgia 31548 together with all fix
tures and personal property attached
to and constituting a part of said prop
erty, if any. To the best knowledge and
belief of the undersigned, the party (or
parties) in possession of the subject
property is (are): Malcolm J. Trombley
or tenant or tenants.
PHH Mortgage Corporation is the enti
ty or individual designated, who shall
have full authority to negotiate, amend
and modify all terms of the mortgage
pursuant to established guidelines.
PHH Mortgage Corporation
1 Mortgage Way
Mount Laurel, New Jersey 08054
(800)-750-2518
Note, however, that such entity or indi
vidual is not required by law to negoti
ate, amend or modify the terms of the
loan.
Said property will be sold subject to:
(a) any outstanding ad valorem taxes
(including taxes which are a lien, but
not yet due and payable), (b) the right
of redemption of any taxing authority,
(c) any matters which might be dis
closed by an accurate survey and
inspection of the property, and (d) any
assessments, liens, encumbrances,
zoning ordinances, restrictions,
covenants, and matters of record supe
rior to the Security Deed first set out
above.
Said property will be sold subject to:
(a) any outstanding ad valorem taxes
(including taxes which are a lien, but
not yet due and payable), (b) unpaid
water or sewage bills that constitute a
lien against the property whether due
and payable or not yet due and payable
and which may not be of record, (c) the
right of redemption of any taxing
authority, (d) any matters which might
be disclosed by an accurate survey
and inspection of the property, and (e)
any assessments, liens, encum
brances, zoning ordinances, restric
tions, covenants, and matters of record
superior to the Security Deed first set
out above.
The sale will be conducted subject
to (1) confirmation that the sale is not
prohibited under the U.S. Bankruptcy
Code; and (2) final confirmation and
audit of the status of the loan with the
holder of the Security Deed. Pursuant
to O.C.G.A. Section 9-13-172.1, which
allows for certain procedures regarding
the rescission of judicial and non-judi-
cial sales in the State of Georgia, the
Deed Under Power and other foreclo
sure documents may not be provided
until final confirmation and audit of the
status of the loan as provided immedi
ately above.
PHH Mortgage Corporation as agent
and Attorney in Fact for Malcolm J.
Trombley
Aldridge Connors, LLP
3575 Piedmont Road, N.E., Suite 500,
Atlanta, Georgia 30305
(404) 994-7400
THIS LAW FIRM MAY BE ACTING AS
A DEBT COLLECTOR ATTEMPTING
TO COLLECT A DEBT. ANY INFOR
MATION OBTAINED WILL BE USED
FOR THAT PURPOSE. 1162-385
1/9, 1/16, 1/23, 1/30 - #7228