Newspaper Page Text
BARROW NEWS-JOURNAL
PAGE 5C-W
WEDNESDAY, MAY 2, 2018
Public Notices Continued
Public Notice
The BRASELTON ZONING
BOARD OF APPEALS will hold
a Public Hearing on Tuesday,
May 22, 2018 at 7:00 p.m. on the
following items:
Case # 18-01-VAR
Application for a variance from
Mark Harper on property owned
by Quang Nguyen.T he property
is identified as 5991 Thompson
Mill Road. The applicable Devel
opment Code section for which
the variance is being sought is
section 9.1.0 (Requirements for
Accessory Buildings, Fences,
and Ancillary Uses) of the Bra-
selton Development Code. The
applicant requests relief from the
requirement that pools and pool
decking be no closer to the side
property line than the residential
structure itself. The property is
zoned R-1.
Case # 18-02-VAR
Application for a variance
from Embry Real Estate Part
ners. The property owner
is Braselton Township Develop
ment, LLC. The property is
identified as Jackson County Tax
Parcel B02 008B. The approxi
mate acreage of the property is
62.98 acres and zoned Tradition
al Neighborhood Development
(TND). The applicant requests
relief from Development Code
section 14.8.J which requires a
minimum of 15 feet in between
detached structures in a Tra
ditional Neighborhood Develop
ment zoning district. The appli
cant requests a distance of 10 ft.
in between detached structures.
ALL BRASELTON ZONING
BOARD OF APPEALS PUBLIC
HEARINGS ARE HELD AT THE
FOLLOWING LOCATION:
BRASELTON POLICE AND
MUNICIPAL COURT BUILDING
5040 S.R. 53
BRASELTON, GA 30517
(MY2B/2110-30) \
Public Notice
The BRASELTON PLAN
NING COMMISSION will hold
a Public Hearing on Monday,
May 21, 2018 at 7 p.m. and the
Braselton Mayor and Council will
hold a Public Hearing on Thurs
day, June 7, 2018 at 4 p.m. on
the following items:
Application # 18-03-CU
Application for a conditional
use approval from Joanne Liu
on property owned by Read,
LLC. The property is identified
as Hall County Tax Parcel 15041
000176 or 7366 Friendship
Springs Blvd. General Com
mercial. The applicant requests
a conditional use approval to
permit a self-storage facility.
Application # 18-02-RZ
Application for annexation and
re-zoning MV Residential Devel
opment LLC on property owned
by Robert Buffington, Robert Lee
Jr., Sarahlyn Cornett, and Dun
can Creek Professional Park,
LLC. The properties are identi
fied as Hall County Tax Parcel(s)
15041 000167, 15041 000003X,
15041 000003Z, 15041 000161,
15041 000019, 15041 000162,
15041 000003H, and 15041
000003V (partial). The prop
erties combined total approxi
mately 30.82 acres. The current
zoning in Braselton is R-3. The
current zoning in unincorporated
Hall County is Planned Office
Development and AR4. The
proposed zoning upon annexa
tion is R-M (Residential Multi-
Family). The applicant proposes
a multi-family development of
240 apartment units.
For information concerning
these applications please con
tact Kevin Keller at kdkeller@
braselton.net.
ALL BRASELTON PLAN
NING COMMISSION AND
MAYOR AND COUNCIL PUB
LIC HEARINGS ARE HELD AT
THE FOLLOWING LOCATION:
BRASELTON POLICE AND
MUNICIPAL COURT BUILDING
5040 S.R. 53
BRASELTON, GA 30517
(MY2B/2110-30) \
Citation
In the Superior Court
of Barrow County
Georgia
DOCKET NO. 18CV-569-B
IN REM
DEPARTMENT OF TRANS
PORTATION
VS.
24.201 acres of land; and cer
tain access rights; and
Johns Manville (Inc.) f/k/a
Johns Manville International,
Inc., individually
The said named persons and
any and all other persons known
and unknown claiming any right,
title, power, interest, ownership,
equity, claim or demand in and to
the lands hereinafter described,
and all occupants, tenants, les
sees, licensees and all holders,
owners and users of ways and
easements in, across, over and
under said land are hereby noti
fied, under the provisions of the
Official Code of Georgia Annotat
ed Sections 32-3-4 through 32-3-
19, providing for the exercise of
the power of eminent domain by
the State of Georgia, or any of its
subdivisions, or by any county of
such State, as follows:
That the above stated case,
being a condemnation in rem
against the property hereinaf
ter described, was filed in said
Court on the 11 day of April,
2018; That, in accordance with
provisions of the aforesaid Offi
cial Code, a Declaration of Tak
ing, duly authorized and prop
erly executed as provided by the
Official Code, has been made
and filed in said case, declaring
the necessity for and exercis
ing the power of taking the said
described lands for State-aid
public road purposes, thereby
vesting the title to same in the
Department of Transportation;
and, in pursuance of such author
ity, the Department of Transpor
tation has deposited with the
Clerk of the Superior Court of
said County $266,300.00 as the
just compensation for the said
lands described; and all persons
claiming such fund or any inter
est therein, are hereby required
to make known their claims to
the Court;
In accordance with the provi
sions of the Official Code of
Georgia Annotated, the Plain
tiff-Condemnor has prayed the
Court for Immediate possession
of said property, and all persons
having any interest in or claim
against such property, as above
set forth, are required by the
Order of the Judge of said Court
to surrender possession of the
property to the Department of
Transportation no later than 30
days from filing of the Declara
tion of Taking.
That in accordance with the
Official Code of Georgia Anno
tated Section 32-3-13 through
32-3-19, if the owner, or any of
the owners, or any person hav
ing a claim against or interest in
said property, shall be dissatis
fied with the compensation, as
estimated in the Declaration of
Taking and deposited in Court,
such person or persons, or any
of them, shall have the right,
at any time subsequent to the
filing of the Declaration and the
deposit of the fund into Court
but not later than 30 days fol
lowing the date of service as
provided for in the Official Code
of Georgia Annotated Sections
32-3-8 through 32-3-10 to file
with the Court a notice of appeal,
the same to be in writing and
made a part of the record in the
proceedings.
The said property, as thus
affected, is described
as follows:
SEE PAGE 20-A; 20-B; 20-C;
20-D; 20-E; 20-F; 20-G;
20-H; 20-I; 20-J; FOR
DESCRIPTION
This 11 day of April, 2018.
Lois Riner
Chief Deputy Clerk Superior
Court
BARROW COUNTY
Project Number: CSSTP-
0006-00(327), PI. 0006327
BARROW COUNTY
Parcel Numbers: 15/16
Required R/W: 24.202 acres
of land, and 1101.78 linear feet
of access rights
Property Owner:
Johns Manville (Inc.) f/k/a
Johns Manville International, Inc.
All those tracts or parcels of
land lying and being in the 243rd
Georgia Militia District in Bar-
row County, Georgia, being more
particularly described as follows:
Parcel 15 Tract 1
BEGINNING at a point on
the southwestern property line
of the condemnees, said point
being 111.35 feet right of and
opposite station 270+28.19 on
the construction centerline of
MAINLINE WWBP on Georgia
Highway Project No. CSSTP-
0006-00(327), PI. 0006327; run
ning thence N 36°53’54.5” W
a distance of 136.54 feet to a
point 19.49 feet left of and oppo
site station 270+70.08 on said
construction centerline laid out
for MAINLINE WWBP; thence
S 52°17’53.5” W a distance of
174.75 feet to a point 80.42
feet left of and opposite station
269+16.39 on said construction
centerline laid out for MAINLINE
WWBP; thence N 31°20’34.9”
E a distance of 61.29 feet to a
point 77.00 feet left of and oppo
site station 269+71.64 on said
construction centerline laid out
for MAINLINE WWBP; thence
N 49°35’03.7” W a distance of
155.02 feet to a point 230.00
feet left of and opposite station
269+92.32 on said construction
centerline laid out for MAINLINE
WWBP; thence N 43°55’05.4”
E a distance of 240.61 feet to
a point 210.00 feet left of and
opposite station 271+77.07 on
said construction centerline
laid out for MAINLINE WWBP;
thence N 69°56’09.7” E a dis
tance of 74.83 feet to a point
180.56 feet left of and oppo
site station 272+44.60 on said
construction centerline laid out
for MAINLINE WWBP; thence
S 29°18’12.3” E a distance of
153.27 feet to a point 31.79
feet left of and opposite station
272+07.75 on said construction
centerline laid out for MAINLINE
WWBP; thence S 39°32’55.3”
E a distance of 255.79 feet to
a point 79.98 feet left of and
opposite station 587+76.52 on
said construction centerline
laid out for BANKHEAD HWY;
thence northwesterly 71.29 feet
along the arc of a curve (said
curve having a radius of 1465.97
feet and a chord distance of
71.29 feet on a bearing of N
53°29’40.7” W) to a point 92.70
feet left of and opposite station
588+46.66 on said construction
centerline laid out for BANK-
HEAD HWY; thence southwest
erly 130.58 feet along the arc
of a curve (said curve having
a radius of 269.79 feet and a
chord distance of 129.31 feet
on a bearing of S 59°28’25.7”
W) back to the point of BEGIN
NING. Said described land being
the required right of way and
as shown described within on
the attached plats marked Annex
1-A.
Parcel 15 Tract 2
BEGINNING at a point on the
existing northern right of way
line of BANKHEAD HWY, said
point being 62.63 feet left of
and opposite station 578+24.98
on the construction centerline of
BANKHEAD HWY on Georgia
Highway Project No. CSSTP-
0006-00(327), PI. 0006327; run
ning thence N 0°06’24.9” E a
distance of 167.94 feet to a point
62.37 feet left of and opposite
station 579+96.42 on said con
struction centerline laid out for
BANKHEAD HWY; thence north
westerly 251.06 feet along the
arc of a curve (said curve having
a radius of 357.63 feet and a
chord distance of 245.94 feet
on a bearing of N 23°06’04.2”
W) to a point 62.37 feet left of
and opposite station 582+91.26
on said construction center-
line laid out for BANKHEAD
HWY ; thence N 43°12’44.9”
W a distance of 182.78 feet to
a point 62.37 feet left of and
opposite station 584+74.04 on
said construction centerline
laid out for BANKHEAD HWY;
thence S 60°59’29.3” E a dis
tance of 136.84 feet to a point
20.59 feet left of and oppo
site station 583+43.74 on said
construction centerline laid out
for BANKHEAD HWY; thence
S 55°29’48.3” E a distance of
231.71 feet to a point 61.24 feet
right of and opposite station
581+35.95 on said construction
centerline laid out for BANK-
HEAD HWY; thence southeast
erly 157.88 feet along the arc
of a curve (said curve having
a radius of 600.00 feet and a
chord distance of 157.42 feet
on a bearing of S 16°58’52.2”
E) to a point 73.00 feet right of
and opposite station 580+00.00
on said construction centerline
laid out for BANKHEAD HWY;
thence S 2°48’04.4” W a dis
tance of 87.97 feet to a point
68.00 feet right of and oppo
site station 579+16.80 on said
construction centerline laid out
for BANKHEAD HWY; thence S
40°14’56.0” E a distance of 68.46
feet to a point 68.94 feet left of
and opposite station 508+44.88
on said construction centerline
laid out for BANKHEAD HWY;
thence S 83°41’07.4” E a dis
tance of 137.27 feet to a point
54.34 feet left of and opposite
station 509+81.37 on said con
struction centerline laid out for
BANKHEAD HWY; thence S
14°42’23.3” E a distance of 25.78
feet to a point 29.43 feet left of
and opposite station 509+88.00
on said construction centerline
laid out for BANKHEAD HWY;
thence N 89°49’43.9” W a dis
tance of 318.18 feet back to
the point of BEGINNING.
Said described land being the
required right of way and as
shown described within on the
attached plats marked Annex
1-A.
Also to be acquired is 201.87
linear feet of access rights
described as follows:
BEGINNING at a point on
the southwestern property line
of the condemnees, said point
being 111.35 feet right of and
opposite station 270+28.19 on
the construction centerline of
MAINLINE WWBP on Georgia
Highway Project No. CSSTP-
0006-00(327), PI. 0006327; run
ning thence northeasterly 130.58
feet along the arc of a curve
(said curve having a radius of
269.79 feet and a chord dis
tance of 129.31 feet on a bear
ing of N 59°28’25.7” E) to a
point 92.70 feet left of and oppo
site station 588+46.66 on said
construction centerline laid out
for BANKHEAD HWY CONN;
thence southeasterly 71.29 feet
along the arc of a curve (said
curve having a radius of 1465.97
feet and a chord distance of
71.29 feet on a bearing of S
53°29’40.7” E) ending at a point
79.98 feet left of and opposite
station 587+76.52 on said con
struction centerline laid out for
BANKHEAD HWY CONN. Said
description is for the acquisition
of 201.87 linear feet of access
rights and is shown described
within on the attached plats
marked Annex 1-A.
Parcel 16 Tract 1
BEGINNING at a point on the
southwestern property line of the
condemnees, said point being
180.56 feet left of and opposite
station 272+44.60 on the con
struction centerline of MAINLINE
WWBP on Georgia Highway
Project No. CSSTP-0006-
00(327), PI. 0006327; running
thence N 69°56’09.7” E a dis
tance of 22.19 feet to a point
171.84 feet left of and opposite
station 272+65.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence S
43°12’44.9” E a distance of
77.84 feet to a point 94.00 feet
left of and opposite station
272+65.00 on said construction
centerline laid out for MAINLINE
WWBP; thence N 46°18’32.2” E
a distance of 359.15 feet to a
point 97.00 feet left of and oppo
site station 276+24.13 on said
construction centerline laid out
for MAINLINE WWBP; thence N
1°25’14.4” W a distance of
100.95 feet to a point 172.00 feet
left of and opposite station
276+95.00 on said construction
centerline laid out for MAINLINE
WWBP; thence N 5°38’00.4” E a
distance of 85.36 feet to a point
225.00 feet left of and opposite
station 277+73.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence N
39°27’21.2” E a distance of
311.39 feet to a point 200.00 feet
left of and opposite station
281+40.00 on said construction
centerline laid out for MAINLINE
WWBP; thence S 86°31’13.9” E
a distance of 97.78 feet to a point
110.00 feet left of and opposite
station 281+83.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence
northeasterly 66.34 feet along
the arc of a curve (said curve
having a radius of 1290.00 feet
and a chord distance of 66.34
feet on a bearing of N 24°08’51.4”
E) to a point 110.00 feet left of
and opposite station 282+55.00
on said construction centerline
laid out for MAINLINE WWBP;
thence N 9°28’22.4” E a distance
of 74.79 feet to a point 125.00
feet left of and opposite station
283+35.00 on said construction
centerline laid out for MAINLINE
WWBP; thence N 32°12’25.2” E
a distance of 61.40 feet to a point
110.00 feet left of and opposite
station 284+00.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence
northeasterly 167.13 feet along
the arc of a curve (said curve
having a radius of 1290.00 feet
and a chord distance of 167.02
feet on a bearing of N 13°01 ’42.4”
E) to a point 110.00 feet left of
and opposite station 285+81.38
on said construction centerline
laid out for MAINLINE WWBP;
thence N 8°09’54.1” E a distance
of 522.16 feet to a point 122.34
feet left of and opposite station
290+96.45 on said construction
centerline laid out for MAINLINE
WWBP; thence northeasterly
397.02 feet along the arc of a
curve (said curve having a radius
of 700.00 feet and a chord dis
tance of 391.72 feet on a bearing
of N 24°24’47.8” E) to a point
110.47 feet left of and opposite
station 294+49.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence N
40°39’41.5” E a distance of
275.71 feet to a point 107.00 feet
left of and opposite station
296+98.29 on said construction
centerline laid out for MAINLINE
WWBP; thence N 29°26’39.3” W
a distance of 125.10 feet to a
point 229.00 feet left of and
opposite station 297+22.00 on
said construction centerline laid
out for MAINLINE WWBP;
thence N 34°21’37.5” E a dis
tance of 98.63 feet to a point
256.65 feet left of and opposite
station 297+98.20 on said con
struction centerline laid out for
MAINLINE WWBP; thence N
52°49’12.6” E a distance of
38.82 feet to a point 257.24 feet
left of and opposite station
298+29.08 on said construction
centerline laid out for MAINLINE
WWBP; thence N 52°50’26.6” E
a distance of 9.90 feet to a point
257.58 feet left of and opposite
station 298+36.95 on said con
struction centerline laid out for
MAINLINE WWBP; thence S
83°01’32.5” E a distance of
85.69 feet to a point 202.00 feet
left of and opposite station
298+90.00 on said construction
centerline laid out for MAINLINE
WWBP; thence S 69°29’07.1” E
a distance of 82.12 feet to a point
138.00 feet left of and opposite
station 299+34.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence N
60°17’40.0” E a distance of
208.46 feet to a point 158.00 feet
left of and opposite station
301+15.00 on said construction
centerline laid out for MAINLINE
WWBP; thence S 74°41’41.8” E
a distance of 172.96 feet to a
point 70.00 feet left of and oppo
site station 302+48.87 on said
construction centerline laid out
for MAINLINE WWBP; thence
northeasterly 189.60 feet along
the arc of a curve (said curve
having a radius of 1070.00 feet
and a chord distance of 189.35
feet on a bearing of N 83°42’32.1 ”
E) to a point 70.00 feet left of and
opposite station 304+26.06 on
said construction centerline laid
out for MAINLINE WWBP;
thence S 40°49’54.3” E a dis
tance of 243.47 feet to a point
104.00 feet right of and opposite
station 306+00.21 on said con
struction centerline laid out for
MAINLINE WWBP; thence
northwesterly 179.39 feet along
the arc of a curve (said curve
having a radius of 896.00 feet
and a chord distance of 179.09
feet on a bearing of N 86°58’20.7”
W) to a point 104.00 feet right of
and opposite station 304+00.00
on said construction centerline
laid out for MAINLINE WWBP;
thence S 72°40’29.3” W a dis
tance of 226.88 feet to a point
133.00 feet right of and opposite
station 301+44.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence S
27°40’26.2” W a distance of
228.24 feet to a point 276.00 feet
right of and opposite station
299+19.00 on said construction
centerline laid out for MAINLINE
WWBP; thence N 65°41’09.8” W
a distance of 68.70 feet to a point
219.00 feet right of and opposite
station 298+68.00 on said con
struction centerline laid out for
MAINLINE WWBP; thence N
1 °03’00.6” E a distance of 135.20
feet to a point 104.00 feet right of
and opposite station 299+53.00
on said construction centerline
laid out for MAINLINE WWBP;
thence southwesterly 267.03
feet along the arc of a curve (said
curve having a radius of 896.00
feet and a chord distance of
266.05 feet on a bearing of S
53°08’34.3” W) to a point 104.00
feet right of and opposite station
296+54.97 on said construction
centerline laid out for MAINLINE
WWBP; thence southwesterly
758.51 feet along the arc of a
curve (said curve having a radius
of 1128.27 feet and a chord dis
tance of 744.31 feet on a bearing
of S 21°45’02.2” W) to a point
108.38 feet right of and opposite
station 288+29.83 on said con
struction centerline laid out for
MAINLINE WWBP; thence
southwesterly 1166.16 feet along
the arc of a curve (said curve
having a radius of 1571.83 feet
and a chord distance of 1139.60
feet on a bearing of S 23°20’34.6”
W) to a point 101.00 feet right of
and opposite station 277+30.46
on said construction centerline
laid out for MAINLINE WWBP;
thence S 44°08’28.9” W a dis
tance of 316.25 feet to a point
114.00 feet right of and opposite
station 274+19.19 on said con
struction centerline laid out for
MAINLINE WWBP; thence S
1°00’03.4” E a distance of 75.61
feet to a point 97.00 feet right of
and opposite station 588+30.00
on said construction centerline
laid out for BANKHEAD HWY;
thence S 39°20’07.8” E a dis
tance of 562.77 feet to a point
59.49 feet right of and opposite
station 582+71.33 on said con
struction centerline laid out for
BANKHEAD HWY ; thence
southeasterly 154.60 feet along
the arc of a curve (said curve
having a radius of 600.00 feet
and a chord distance of 154.18
feet on a bearing of S 31°54’03.1”
E) to a point 61.24 feet right of
and opposite station 581+35.95
on said construction centerline
laid out for BANKHEAD HWY ;
thence N 55°29’48.3” W a dis
tance of 231.71 feet to a point
20.59 feet left of and opposite
station 583+43.74 on said con
struction centerline laid out for
BANKHEAD HWY; thence N
60°59’29.3” W a distance of
136.84 feet to a point 62.37 feet
left of and opposite station
584+74.04 on said construction
centerline laid out for BANK-
HEAD HWY ; thence N
43°12’44.9” W a distance of
75.96 feet to a point 62.37 feet
left of and opposite station
585+50.00 on said construction
centerline laid out for BANK-
HEAD HWY; thence northwest
erly 227.43 feet along the arc of
a curve (said curve having a
radius of 1465.97 feet and a
chord distance of 227.21 feet on
a bearing of N 47°39’25.0” W) to
a point 79.98 feet left of and
opposite station 587+76.52 on
said construction centerline laid
out for BANKHEAD HWY ;
thence N 39°32’55.3” W a dis
tance of 255.79 feet to a point
31.79 feet left of and opposite
station 272+07.75 on said con
struction centerline laid out for
MAINLINE WWBP; thence N
29°18’12.3” W a distance of
153.27 feet back to the point of
BEGINNING. Said described
land being the required right of
way and as shown described
within on the attached plats
marked Annex 1-A.
Parcel 16 Tract 2
BEGINNING at a point on the
existing northern right of way
line of BANKHEAD HWY, said
point being 29.43 feet left of
and opposite station 509+90.28
on the construction centerline of
BANKHEAD HWY on Georgia
Highway Project No. CSSTP-
0006-00(327), PI. 0006327;
running thence N 89°49’43.5”
W a distance of 2.28 feet to
a point 29.43 feet left of and
opposite station 509+88.00 on
said construction centerline
laid out for BANKHEAD HWY;
thence N 14°42’23.3” W a dis
tance of 25.78 feet to a point
54.34 feet left of and opposite
station 509+81.37 on said con
struction centerline laid out for
BANKHEAD HWY; thence S
83°41 ’07.4” E a distance of 69.02
feet to a point 47.00 feet left of
and opposite station 510+50.00
on said construction centerline
laid out for BANKHEAD HWY;
thence S 73°41’13.8” E a dis
tance of 62.45 feet to a point
29.68 feet left of and opposite
station 511+10.00 on said con
struction centerline laid out for
BANKHEAD HWY; thence N
89°54’34.2” W a distance of
119.72 feet back to the point
of BEGINNING. Said described
land being the required right of
way and as shown described
within on the attached plats
marked Annex 1-A.
Also to be acquired is 899.91
linear feet of access rights
described as follows:
BEGINNING at a point 62.37
feet left of and opposite station
585+50.00 on the construction
centerline of SR 8 on Georgia
Highway Project No. CSSTP-
0006-00(327), PI. 0006327;
running thence northwesterly
227.43 feet along the arc of a
curve (said curve having a radius
of 1465.97 feet and a chord
distance of 227.21 feet on a
bearing of N 47°39’25.0” W) end
ing at a point 79.98 feet left of
and opposite station 587+76.52
on said construction centerline
laid out for BANKHEAD HWY
CONN. Also, beginning at a point
78.29 feet right of and oppo
site station 585+50.00 on the
construction centerline of BANK-
HEAD HWY CONN on Georgia
Highway Project No. CSSTP-
0006-00(327), P.l. 0006327; run
ning thence N 39°23’19.3” W a
distance of 280.62 feet to a point
97.00 feet right of and oppo
site station 588+30.00 on said
construction centerline laid out
for BANKHEAD HWY; thence N
1 °00’03.4” W a distance of 75.61
feet to a point 114.00 feet right of
and opposite station 274+19.19
on said construction centerline
laid out for MAINLINE WWBP;
thence N 44°08’28.9” E a dis
tance of 316.25 feet ending at
a point 101.00 feet right of and
opposite station 277+30.46 on
said construction centerline laid
out for MAINLINE WWBP. Said
descriptions are for the total
acquisition of 1101.78 linear feet
of access rights and is shown as
described within on the attached
plats marked Annex 1-A.
The title, estate or interest
in the above described lands,
required by condemnor and now
taken by condemnor for public
use as rights of way for a LIM
ITED ACCESS HIGHWAY as
defined under the Official Code
of Georgia Annotated sections
32-6-110 through 32-6-119 is as
follows: Fee simple title to all the
above described access rights
as shown as described within
on the attached plats marked
Annex 1-A. Said access rights
being required between the con
demnees remaining real prop
erty and existing roads, streets
or highways, intersecting or adja
cent to the LIMITED ACCESS
HIGHWAY and being specifi
cally delineated on Department
of Transportation plats dated
the 7th day of April, 2016; Last
Revised: Sheet No. 14 on June
7, 2017, Sheet No. 16 on Janu
ary 16, 2018, Sheet No. 38 on
January 31, 2017, Sheet Nos.
11, 12, and 40 on February 28,
2017 and attached to Appendix
“A” to Exhibit “A” as Annex 1-A.
(MY2,9P2) |
Citation
In the Superior Court
of Barrow County
Georgia
DOCKET NO. 18CV-570-X
IN REM
DEPARTMENT OF TRANS
PORTATION
VS.
10.462 acres of land; certain
easement rights; and certain
access rights; and
DEESCO, Inc.; BAGCO, Inc.;
Malinda Hicks Brannan; Malinda
Hicks Brannan, as Executor of
the Estate of James F. Brannan,
Jr., deceased; Elinburg Holdings,
L.L.L.P; Barrow Superior Court
Clerk; and Capital One Bank
(USA), N.A., individually
The said named persons and
any and all other persons known
and unknown claiming any right,
title, power, interest, ownership,
equity, claim or demand in and to
the lands hereinafter described,
and all occupants, tenants, les
sees, licensees and all holders,
owners and users of ways and
easements in, across, over and
under said land are hereby noti
fied, under the provisions of the
Official Code of Georgia Annotat
ed Sections 32-3-4 through 32-3-
19, providing for the exercise of
the power of eminent domain by
the State of Georgia, or any of its
subdivisions, or by any county of
such State, as follows:
That the above stated case,
being a condemnation in rem
against the property hereinaf
ter described, was filed in said
Court on the 11 day of April,
2018; That, in accordance
with provisions of the aforesaid
Official Code, a Declaration of
Taking, duly authorized and
properly executed as provided
by the Official Code, has been
made and filed in said case,
declaring the necessity for and
exercising the power of taking
the said described lands for
State-aid public road purposes,
thereby vesting the title to same
in the Department of Trans
portation; and, in pursuance of
such authority, the Department
of Transportation has deposited
with the Clerk of the Superior
Court of said County $95,900.00
as the just compensation for the
said lands described; and all
persons claiming such fund or
any interest therein, are hereby
required to make known their
claims to the Court;
In accordance with the provi
sions of the Official Code of
Georgia Annotated, the Plain
tiff-Condemnor has prayed the
Court for Immediate possession
of said property, and all persons
having any interest in or claim
against such property, as above
set forth, are required by the
Order of the Judge of said Court
to surrender possession of the
property to the Department of
Transportation no later than 30
days from filing of the Declara
tion of Taking.
That in accordance with the
Official Code of Georgia Anno
tated Section 32-3-13 through
32-3-19, if the owner, or any of
the owners, or any person hav
ing a claim against or interest in
said property, shall be dissatis
fied with the compensation, as
estimated in the Declaration of
Taking and deposited in Court,
such person or persons, or any
of them, shall have the right,
at any time subsequent to the
filing of the Declaration and the
deposit of the fund into Court
but not later than 30 days fol
lowing the date of service as
provided for in the Official Code
of Georgia Annotated Sections
32-3-8 through 32-3-10 to file
with the Court a notice of appeal,
the same to be in writing and
made a part of the record in the
proceedings.
The said property, as thus
affected, is described
as follows:
SEE PAGE 20-A; 20-B;
20-C; 20-D; 20-E; 20-F; FOR
DESCRIPTION
This 11 day of April, 2018.
Lois Riner
Chief Deputy Clerk Superior
Court
BARROW COUNTY
Project Number: CSSTP-
0006-00(327), P.l. 0006327
BARROW COUNTY
Parcel Numbers: 18
Required R/W: 10.462 acres
of land; certain easement rights;
and 1860.46 linear feet of
access rights
Property Owner: DEESCO,
Inc.; BAGCO, Inc.; Malinda
Hicks Brannan; Malinda Hicks
Brannan, as Executor of the
Estate of James F. Brannan, Jr.,
deceased; Elinburg Holdings,
L.L.L.P; Barrow Superior Court
Clerk; and Capital One Bank
(USA), N.A.
All those tracts or parcel of
land lying and being in 243rd
Georgia Militia District in Bar-
row County, Georgia, being more
particularly described as follows:
Tract 1
BEGINNING at a point on
the southwestern property line
of the condemnees, said point
being 132.93 feet right of and
opposite station 310+70.17 on
the construction centerline of
MAINLINE WWBP on Georgia
Highway Project No. CSSTP-
0006-00(327), P.l. 0006327; run
ning thence N 36°44’52.7” W a
distance of 582.72 feet to a point
194.00 feet left of and oppo
site station 306+10.12 on said
construction centerline laid out
for MAINLINE WWBP; thence
S 63°46’15.3” E a distance of
324.29 feet to a point 142.00
feet left of and opposite station
308+90.00 on said construction
centerline laid out for MAINLINE
WWBP; thence S 33°51’19.1” E
a distance of 71.56 feet to a point
103.00 feet left of and oppo
site station 309+50.00 on said
construction centerline laid out
for MAINLINE WWBP; thence
S 68°22’38.4” E a distance of
650.22 feet to a point 120.00
feet left of and opposite station
316+00.00 on said construction
centerline laid out for MAINLINE
WWBP; thence N 23°07’15.0”
E a distance of 40.00 feet to
a point 160.00 feet left of and
opposite station 316+00.00 on
said construction centerline
laid out for MAINLINE WWBP;
thence S 66°52’45.0” E a dis
tance of 210.00 feet to a point
160.00 feet left of and oppo
site station 318+10.00 on said
construction centerline laid out
for MAINLINE WWBP; thence
S 52°32’53.2” E a distance of
282.80 feet to a point 90.00
feet left of and opposite station
320+84.00 on said construction
centerline laid out for MAINLINE
WWBP; thence S 69°38’57.8”
E a distance of 186.22 feet to a
point 99.00 feet left of and oppo-
continued on following page