0007692_0020052.pdf
PDF 17 MB Posted
- Solicitation number
- PE-48401-RFP-2025-000000237
- Issued by
- Lowndes County, Georgia
About this file
This file appears to be a PDF document related to a Georgia Department of Transportation (GDOT) Right of Way (ROW) Turnkey Services solicitation for projects PI 0007692 and 0020052 in Lowndes County. The solicitation (RFP 48401-DOT0003153) seeks qualified firms to provide ROW Turnkey Services, with all submissions required through GDOT's online Solicitation portal at https://solicitation.dot.ga.gov. The procurement is being conducted under GDOT's authority to procure services for public road construction and maintenance, as defined in O.C.G.A 32-1-3 and provided for in O.C.G.A 32-2-64 and 32-2-69.
Note: Based on the provided content, the document appears to be a basic cover page or introductory document, and does not contain detailed information about pricing terms, set-asides, incumbents, funding requirements, or other financial details.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ROW Turnkey RFP Document PI 0007692 0020052 V.pdf | ||
| ROW Turnkey RFP Document PI 0007692 0020052.pdf | ||
| Exhibit II _ Menu of Services RFP 48401_DOT00.xlsx | XLSX spreadsheet | |
| FHWA 1273.pdf | ||
| Sample Contract DOT0003153.pdf | ||
| Q_A DOT0003153 Final.pdf |
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22552256
TS A
T
E
O G
F E
O
R
GIA
CON
S T I T
U T I
ON
J U
S T I
C E
O M
D
ER
A T
IO
N D O
M
W
IS
P u m p k in v in e
C r
NEW HOPE
BATTLEFIELD
PICKETT’S
DALLAS
6, 4
PAULDING
LOST
MACLAND
MOUNTAIN
NAT’L BATTLEFIELD
KENNESAW MTN.
DUEWEST
PARK
SPRINGS
POWDER
MILL
6BU
HIRAM
5C
SAW
KENNE-
6BU
ACWORTH
SR176
120C
NET LENGTH OF BRIDGES
NET LENGTH OF EXCEPTIONS
DEPARTMENT OF TRANSPORTATION
DATE
PLANS PREPARED BY
UNDER THE SUPERVISION OF
MILES
RIGHT OF WAY OF PROPOSED
GRID CO-ORDINATES BASED ON THE GA. STATE PLANE
STATE OF GEORGIA
LOCATION SKETCH
LENGTH OF RIGHT OF WAY PROJECT
NET LENGTH OF RIGHT OF WAY
GROSS LENGTH OF RIGHT OF WAY
FEDERAL AID PROJECT
REVISIONS:
CONVENTIONAL SIGNS
PROPERTY LINEPROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .PROPERTY LINE
EXISTING
REQUIRED
LAND LOT LINE
R/W MARKERS
FENCEFENCE
WAY LINE
RIGHT OF
REQD LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
REQD LIMIT OF ACCESS
KEVIN YORK STATE RIGHT OF WAY ADMINISTRATOR
FEDERAL ROUTE No.: N/A
STATE ROUTE No.: 92
NOTE: THE CO-ORDINATES LISTED ARE WEST ZONE
CO-ORDINATE SYSTEM OF 1984.
HORIZONTAL DATUM : NAD 83/94 HARN
VERTICAL DATUM : NAVD 1929
0.000
2.184
2.184
COUNTY NO.
PAULDING
P.I. No.: 0007692
PI# 0007692
AND CONGRESSIONAL DISTRICT 14.
THIS PROJECT IS 100% IN PAULDING COUNTY PAULDING COUNTY
SR 92 FROM DUE WEST RD NW
TO OLD BURNT HICKORY RD
0.000
PAULDING AND COBB COUNTY
LOCATION AND DESIGN APPROVAL DATE: 06/11/2024
PLANS COMPLETED DATE: 05/10/2024
0 7 0 75 0+
0 7
STA.816+53.07,SR 92=
BATTLE GATE LANE
STA.410+00.00,
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0001.dgn
GRWCOV
P.I. No.
DRAWING No.
60-0001
PL
END PROJECT
BEGIN PROJECT
2000 4000
SCALE IN FEET
0 1000
SR
S R
STA.380+00.00,DUE WEST ST.
STA.716+41.84,SR 92=
CR 2839/DUE WEST RD.NW
STA.370+00.00,
STA.715+82.93,SR 92 =
STA.390+00.00,ABBEY LANE
STA.727+85.84,SR 92=
PINE BLUFF DRIVE
STA.400+00.00,
STA.762+93.19,SR 92 =
DUE WEST ST
STA.376+43.77
LIMITS OF R/W ACQUISITION
ABBEY LANE
STA.388+59.49
LIMITS OF R/W ACQUISITION
PINE BLUFF DRIVE
STA.395+77.30
LIMITS OF R/W ACQUISITION
BATTLE GATE LANE
STA.407+98.42
LIMITS OF R/W ACQUISITION
CR466 / DUE WEST RD.
STA.360+00.00,
STA.710+17.01,SR 92=
OLD BURNT HICKORY ROAD
STA.420+00.00,
STA.831+1.39,SR 92 =
SR 92
PAULDING COUNTY
COBB COUNTY
DUE WEST RD (EAST)
STA.378+90.00
LIMITS OF R/W ACQUISITION
E 2122869.9179 N 1446387,7549
STA.704+30.44
BEG R/W ACQUISITION
BETTS CIRCLE
STA.248+10.00
LIMITS OF R/W ACQUISITION
DUE WEST RD
STA.351+65.66
LIMITS OF R/W ACQUISITION
STA.829+58.32 SR 92
END OF R/W ACQUISITION
Knoedler, Rick Stamp
00346535 Image
00346535 Text Box 10/18/2024
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0002.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
Design File and Plot Substitution information
SH OFDATE
Scale Bar is Floating
11/05/2020
GRWPLN-CE
P.I. No.
DRAWING No.
-60 00022 32
0020052
REVISIONDRAWING NO.DATE DATE DRAWING NO. REVISION
RIGHT OF WAY REVISION TABLE
LAND LOT NO: N/A
COUNTY: PAULDING & COBB
05/10/24
PROJECT NO:N/A
LAND DISTRICT:3,20
GMD: 1596, 1318
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0002.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
Design File and Plot Substitution information
SH OFDATE
Scale Bar is Floating
11/05/2020
GRWPLN-CE
P.I. No.
DRAWING No.
-60 00022 32
0020052
REVISIONDRAWING NO.DATE DATE DRAWING NO. REVISION
RIGHT OF WAY REVISION TABLE
LAND LOT NO: N/A
COUNTY: PAULDING & COBB
05/10/24
PROJECT NO:N/A
LAND DISTRICT:3,20
GMD: 1596, 1318
-60
400 800
SCALE IN FEET
0 200
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0003.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
PROJECT NO:
COUNTY:
LAND DISTRICT:
LAND LOT NO: SEE MAP
GMD:
SH OF 32DATE:05/10/24
7/31/2015 GRWPLN
EASEMENT FOR CONSTR
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
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& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
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NK
FE
NC
E
C O N C R E T E
FIELD-WIRE FENCE
FIELD-WIRE FENCE
WOOD FENCE
CONCRETE DRIVE
4’ CHAIN-LINK
FENCE
4’ CHAIN-LINK
FENCE
4’ C
HAIN-
LINK FE
NCE
A S P H A L
I V E
G R A V E L
D R I V E
W O O D
F E N C E
C H A I N L I N K
F E N C E
O D
F E N C E
ASPHALT
DRIVE
G R A V
I V E
G R A V
I V E
G R A V
I V E
4’ CHAIN-LINK
FENCE
SIGN
SIGN
C
M P
R
C P
WOOD FENCE
WOOD FENCE
WOOD FENCE
WOOD FENCE
WOOD FENCE
G R A V
I V E
GRAVEL DRIVE
SIGN
DIRT
DRIVE
LAKE
WOOD FENCE
W O O D
F E N C E
W O O D
F E N C E
WOOD F
ENC
E
18"CMP
F/L:984.30
18"CMP
F/L:980.12
18"RCP
F/L:1067.54
18"CMP
F/L:975.08
18"CMP
F/L:966.50
15"RCP
F/L:959.34
36"CMP
F/L:945.52
36"CMP
F/L:945.06
24"RCP
F/L:950.92
18"RCP
F/L:950.38
15"RCP
F/L:987.13
15"RCP
F/L:988.05
15"RCP
F/L:982.33
15"RCP
F/L:983.45
15"RCP
F/L:954.95
15"RCP
F/L:957.24
18"RCP
F/L:987.40
18"RCP
F/L:981.37
A
B
18"
CMP
F/L :11
14.
18"
CMP
F/L :11
11.
A B
AB
24"
RCP
F/L :10
73.
24"
RCP
F/L :10
87.
24"
RCP
F/L :10
89.
24"
RCP
F/L :10
95.
18"
RCP
F/L :10
94.
A
B
18"
CMP
F/L :11
20.
18"
CMP
F/L :11
20.
S.W.C.B.
F/L:950.33
S.W.C.B.
F/L:1077.33(A)
F/L:1077.14(B)
S.W.C.B.
F/L:1069.34(A)
F/L:1069.14(B)
D.W .C.
B.
F/L :10
87.
09(
A)
F/L :10
87.
04(
B) S.W .C.
B.
F/L :10
93.
S.W .C.
B.
F/L :11
02.
71(
A)
F/L :11
02.
93(
B)
S.W .C.
B.
F/L :11
05.
8’x7’ BOX CULVERT
F/L:938.30
8’x7’ BOX CULVERT
F/L:937.85
8’x7’ BOX CULVERT
F/L:938.27
8’x7’ BOX CULVERT
F/L:937.88
48" BOX CULVERT
F/L:940.71
48" BOX CULVERT
F/L:940.23
5’x6’ BOX CULVERT
F/L:974.93
5’x6’ BOX CULVERT
F/L:974.82
5’x6’ BOX CULVERT
F/L:976.82
5’x6’ BOX CULVERT
F/L:976.99
66"CMP
66"CMP
D
W C B
R I
M
F L
C
M P
F L
"C
M P
C
M P
F L
C
M P
F L
C
M P
F L
C
M P
F L
C O N C R E
I V E
DIRT DRIVE
D I
I
V E
D I
I
V E
DIRT DRIVE
B U I L
D I
N G
B U I L
D I
N G
BUILDING
BUILDING
BUILDING
B U I L
D I
N G
SHED
B U I L D I N G
W E
U S E
SHED
O/H
B U I L
D I
N G
B
D G
B U I L
D I
N G
BLDG
CONC.
G A T E
G A T E
E L E C T R I
F
N C E
ELECTRIC FENCE
G A T E
G W I R E
O D
G A T E
4’ WOOD
G
W I R E
G W I R E
4’ HOGWIRE
4’ HOGWIRE
S H E
D
4’ WOOD
4’ HOGWIRE
W A L L
G R
A V
I
V E
E
O P
E
O P
E
O P
E
O P
ASP. DRV.
CONCRETE DRIVE
WALL
CONCRETE DRIVE
SIDEWALK
S T E P S
S T E P S
C O
N C
B L
D G
BUILDING
C O
N C R E
I
V E
B U I L
D I
SIDEWALK
ASPHALT DRIVEWAYGRAVEL
DRIVE
G A T E
G A T E
GRAVEL DRIVE
S I
D E
W A L
K
E
O P
E
O P
E
O P
E
O P
S I
D E
W A L
K
S T E P S
G W I R E
O D
G R
A V
I
V E
S I D E
W A L K
P
C
K E T
S
M
E E
K
C
K E T
E E
K
C L
PI
CK
ETT
MI
LL
C
REE
K
CL STREAM
CL STREAM
G W I R E
C
M P
C
M P
F L
L O G G E D
C
M P
F L
L O G G E D
"C
P P
12"C P P
C P P
F L
C P P
F L
C P P
F L
C P P
F L
D E C K
R
C P
R C P
F L
R C P
F L
ROCK WALL
ROCK WALL
CONCRETE DRIVE
CONC
RE
TE
DR
IV
E
GATE
GATE
4’ CHAIN-LINK
GATE
GATE
GATE
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BLDG
GATE
BUILDING
CHKN
COUP
DECK
DE
CK
DECK
DECK
DECK
DECK
DECK
DECK
CONC
CONC
BURIED PIPE
GATEDECK
DECK
PROPANE
TANK
BURIED PIPE
F/L: 1022.22
BURIED PIPE
F/L: 1028.66
O D
24"RCP
F/L: 951.65
18"R
CP
R
C P
18"CMP
F/L: 946.88
18"CMP
24"CMP
F/L: 939.00
24"CMP
F/L: 938.58
24"CMP
24"RCP
F/L: 951.38
24"RCP
F/L: 949.97
15"RCP
15"RCP
F/L: 974.77
15"RCP
F/L: 974.12
6’ WOOD
24"RCP
ASPHALT
15"RCP
F/L:960.37
36"CMP
15"RCP
15"RCP
18"RCP
18"RCP
18"RCP
R
C P
#56
#1029
#57
#1034
#58
#59
C
M P
18"CMP
18"CMP
15"RCP
15"RCP
R
C P
18"R C P
"R
C P
24"RCP
24"RCP
R
C P
"C
MP
"C
M P
"C
M P
36"CMP
15"RCP
18"CMP
18"CMP
"R
C P
R
C P
R
C P
DECK
DECK
DEC
K
DECK
DECK
DECK
DECK
DE
CK
DECK
DECK
DECK
DECK
DECK
DE
CK
DECK
DECK
D E C K
DEC
K
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DEC
K
DEC
K
DE
CK
DE
CK
DE
CK
DE
CK
DE
CK
DEC
K DECK
DEC
K
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECKDECK
DECK
D E C K
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
D E C K
DECK
D E C K
D E C K
D E C K
D E C K
D E C K
DECK
DECK
D E C K
DE
CK
DEC
K
DE
CK
DECK
DE
CK
COUNTY
COBB
COUNTY
PAULDING
PAULDING COUNTY
COBB COUNTY
(APPROXIMATE)
3RD SECTION
3RD DISTRICT,
(APPROXIMATE)
SECTION
20TH DISTRICT,2ND
DUE WEST RD
360+00
370+00
D U
S T
R D
N
W
D
S T
S T
373+94
375+00
STA.376+43.77
LIMITS OF R/W ACQUISITION
LL267
LL1045
LL1044
LL266
LL1116
LL267
LL1117
LL304
A P P
R O
X
L L L
A P P
R O
X
L L L
A P P
R O
X
L L L
A P P
R O
X
L L L
A P P
R O
X
L L L
SKEW ANGLE = 86°16’21.47"
E 2122879.2427
N 1447577.5797
STA.380+00.00,DUE WEST ST.
STA.716+41.84,SR 92=
STA.378+90.00
ACQUISITION
LIMITS OF R/W
STA.704+30.44
ACQUISITION
LIMITS OF R/W
STA.351+65.66
ACQUISITION
LIMITS OF R/W
SKEW ANGLE = 90 00’00"
E 2122558.6661.
N 1446497.0304
CIRCLE.
STA.250+00.00, BETTS
STA.706+03.65,SR 92=
STA.248+10.00
ACQUISITION
LIMITS OF R/W
BETTS CIRCLE
90 00’00.00"
SKEW ANGLE =
E 2122882.6106
N 1447518.7744
DUE WEST RD NW.
STA.370+00.00,CR 2839/
STA.715+82.93,SR 92 =
86 39’55.95"
SKEW ANGLE =
E 2122778.0882
N 1446964.5911
DUE WEST RD.
STA.360+00.00,CR 466/
STA.710+17.01,SR 92=
M A T C H I N E
S T A
S H E E T
S E E
D
W G
N O
SH 3 OF 32
LAND LOT NO
0007692
PAULDING & COBB
N/A
3,20
1596,1318
SR92
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0004.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
PROJECT NO:
COUNTY:
LAND DISTRICT:
LAND LOT NO: SEE MAP
GMD:
SH OF 32DATE:05/10/24
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
E.O .P.
E.O .P.
SIGN
SIGN
E O P
E O P
E.O.P.
E.O.P.
BU
IL
DI
NG
BU
IL
DI
NG
BUILDING
BU
IL
DI
NG
B U I L D I N G
BUILDING
CONCRETE DRIVE
CONCRETE DRIVE
CHAIN-LINK FENCE
E.O .P.
E.O .P.
E.O.P
E.O.P
E.O.P
E.O.P
E.O.P.
E.O.P.
E.
O.
P.
E.
O.
P.
E.
O.
P.
E O P
E O P
BUIL
DIN
G
SIGN
SIGN
SIGN
SIGN
BU
IL
DI
NG
BUILD
ING
BU
IL
DI
NG
BUILDING
BU
IL
DI
NG
BU
IL
DI
NG
BU
IL
DI
NG
CONCR
ETE
DRI
VE
CONCRET
E DRIVE
CONCRETE DRIVE
CONCRETE
DRIVE
C O N C R E
I V E
CONCRETE
DRIVE
C O N C R E
I V E
CO
NC
E
SIGN
SIGN SIGN
CHAIN-LINK
FENCE
E.O .P.
E.O .P.
E.O .P.
E.O .P.
E O P . E O P
E O P
E O P
CH
AI
N-
LI
NK
F
EN
CE
SIG
N
SIG
N
SIG
N
C H A I N L I N K
F E N C E
BUILDING
BUILDING
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.
O.
P.
E.O.P.
E.
O.
P.
E.
O.
P.
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
CONCRETEDRIVE
CONCRETEDRIVE
CONCRETEDRIVE
CONCRETEDRIVE
CONCRETE
DRIVE
CO
NC
RE
TE
DR
IV
E
CONCRETE DRIVE
BU
IL
DI
NG
CO
NC
RE
TE
DR
IV
E
BU
IL
DI
NG
BU
IL
DI
NG
BUILDING
CHAIN-LINK FENCE
CONCRETE PAVEMENT
SIGN
4’ WOOD FENCE
4’
WOO
D
FE
NC
E
3’ ROCK WALL
FI
EL
D-
WI
RE
FE
NC
E
ASPHALT DRIVE
BU
IL
DI
NG
SIGN
SIGN
18"CMP
18"C
MP
15"CMP
GATE
CONCRETE DRIVE
WO
OD
FE
NC
E
WO
OD
FE
NC
E
GA
TE
ASPHALT
15"
RCP
F/L :10
79.
15"
RCP
F/L :10
79.
15"RCP
F/L:1119.18
15"RCP
F/L:1119.44
12"CMP
F/L:1109.36
12"CMP
F/L:1110.14
15"RCP
F/L:1097.2615"RCP
F/L:1098.28
18"RCP
F/L:1084.89
12"RCP
F/L:1086.03
12"RCP
F/L:1086.78
18"RCP
F/L:1088.34
24"
RCP
F/L :10
76.
24"
RCP
F/L :10
80.
36"RCP
F/L:1044.73
18"CMP
F/L:1034.81
36"RCP
F/L:1041.66
18"CMP
F/L:1017.94
24"RCP
F/L:1002.38
24"RCP
F/L:994.47
18"RCP
F/L:988.21
18"RCP
F/L:988.90
J.B.
(INACCESSIBLE)
18"CMP
18"C
MP
B U I L
D I
N G
C
M P
18"CMP
F/L: 996.94
D.W.C.B.
RIM: 1005.70
OE: 1000.67
(OE INTPLTD)
R
C P
"C
P P
12"CPP
F/L: 981.79
12"CPP
F/L: 981.65
36"RCP
F/L: 986.06
36"RCP
F/L: 983.10
ASPHALT
PARKING LOT
ASPHALT
PARKING LOT
E.O.P.
E.O.P.
E.O.P.
E
O P
E
O P
E
O P
E
O P
E O P
R E A
M
12"C
MP
12"RCP
15"CMP
F/L:1034.1915:CMP
F/L:1035.91
R
C P
#61
#62
#63
#64
#65
15"
RCP
15"RCP
R
C P
R
C P
15"
RCP
15"CMP
R
C P 1
R
C P
15"
RCP
15"
RCP
R
C P
12"RCP
12"C
MP
R
C P
15"RCP
R
C P
R
C P
R
C P
DE
CK
DE
CK
DECK
DECK
DECK
DE
CK
DECK
DEC
K
DECK
DE
CK
DE
CK
DE
CK
DECK
DECK
DECK
DECK
DECK
D E C K
D E C K
0 7
P T
P C
P T
P C
P T
P C
P T
P C
P I
P I
P I
P I
390+
P C
PT 3
88+4
6.36
PI
+1
0.
ABBEY LANE
SKEW ANGLE = 89°54’39.31"
E 2122282.5105
N 1448532.2396
STA.390+00.00,ABBEY LANE
STA.727+85.84,SR 92=
SR 92
393+21
395+00
400+00
PRC 398+32.09PI 398+75.82
P I
N E
B L
U
I
V E
68 24
STA.395+77.30
LIMITS OF R/W ACQUISITION
STA.388+59.49
LIMITS OF R/W ACQUISITION
LL266
LL971
LL972
LL901
LL902
LL899
LL900
LL973
LL974
A P P R
O X
L L L
A P P R
O X
L L L
LL1044
A P P R
O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
PC 396+66.97
PI 397+49.76PT 399+16.80
SKEW ANGLE = 91 12’24.75"
E 2120339.3539
N 1451409.2872
PINE BLUFF DRIVE
STA.400+00.00,
STA.762+93.19,SR 92 =
PAULDING COUNTY
COBB COUNTY
LL1044
LL973
M A T C
H I
N E
S T
A
S
H E E T
S
M A T C
H I
N E
S T
A
S
H E E T
S
GMD
DATE SH 04
LAND LOT NO
PAULDING & COBB
N/A
3,20
1596,1318
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0005.dgn
GRWPLN
DATE REVISIONSDATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
PROJECT NO:
COUNTY:
LAND DISTRICT:
LAND LOT NO: SEE MAP
GMD:
SH OF 32DATE:05/10/24
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
R
C P
R
C P
15"RCP
"R
C P
"R
C P
15"RCP
15"RCP
15"RCP
15"RCP
12"RCP
15"RCPF/L:989.70
15"RCPF/L:990.15
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
CH
AI
N-
LI
NK
FE
NC
E
CHAIN-LINK FENCE
CHAIN-LINK FENCE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
C H A I N L I N K
F E N C E
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
F
EN
CE
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
F
EN
CE
FIELD-WIRE FENCE
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BLDG.
BLDG.
BUIL
DIN
G
BUILDING
BUIL
DIN
G
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BLDG.
BLDG.
BUILDING
BUILDING
CONCR
ETE
DRI
VE
CONCRETE DRIVE
C O N C R E
I V E
C O N C R E
I V E
CO
NC
E
CO
NC
E
CO
NC
RE
TE
DR
IV
E
CO
NC
E
CO
NC
RE
TE
D
RI
VE
CONCRE
TE
DRIV
E
CONCRETE DRIVE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O .P.
E.O.P.
E.O.P.
E.O.P.
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK
FENCE
CHAIN-LINK FENCE
CHAIN
-LI
NK F
ENC
E
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
F
EN
CE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
A S P H A
I V E
CHAIN-LINK FENCE
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
BUILDING
BUILDING
BUILDING
BLDG.
BUILDING BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BLDG.
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BU
IL
DI
NG
BUILDING
BLDG.
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
CO
NC
E
CO
NC
E
C O
NC
R E
I V E
C O N C R E
I V E
C O N C R E
I V E
CO
NC
E
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
C O N C R E
I V E
CONCRETE DRIVE
CO
NC
RE
TE
D
RI
VE
C O N C R E
I V E
CO
NC
E
CO
NC
E
CO
NC
E
CO
NC
E
CO
NC
E
CO
NC
RE
TE
D
RI
VE
CONCRETE
DRIVE
CONCRETE DRIVECONCRETE DRIVE
CONCRETE DRIVE
BLDG.
BUILDING
BLDG.
CHAIN
-LI
NK
FEN
CE
BUILDING
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
E.O.P.
E.O.P.
E.
O.
P.
E.
O.
P.
E.O.P.
E.O .P.
CHAIN-LINK FENCE
CHAIN-LINK
FENCE
CHAIN-LINK
FENCE
C H A I N L I N K
F E N C E
BUILDING
BUILDIN
G
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILD
ING
BUILDING
BLDG.
BUILDIN
G
BUILDING
CHAIN-LINK FENCE
BUILDING
BUILDING
SIGN
SIGN
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BLDG.
BLDG.
BUILDING
BUILDING
BUILDING
BUILDING
CONCRETE PAVEMENT
CONCRETE PAVEMENT
BU
IL
DI
NG
BU
IL
DI
NG
BUIL
DIN
G
BUILDING
BUILDING
BUILDING
CONCRETE DRIVE
CO
NC
RE
TE
DR
IV
E
C O N C R E
I V E
CO
NC
RE
TE
DR
IV
E
CO
NC
E
CO
NC
RE
TE
DR
IV
E
CO
NC
RE
TE
DR
IV
E
CO
NC
RE
TE
DR
IV
E
CO
NC
RE
TE
D
RI
VE
CONCRET
E DRIVE
CONCRETE
DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE DRIVE
CONCRETE
DRIVE
C O N C R E
I V E
C O N C R E
I V E
E.O.P.
E.O.P.
SI
GN
SI
GN
SI
GNSI
GN
SI
GN
SI
GN
SI
GN
SI
GN
CH
AI
N-
LI
NK
FE
NC
E
BUILDING
CO
NC
E
CO
NC
E
CO
NC
RE
TE
D
RI
VE
CO
NC
RE
TE
D
RI
VE
BUILDING
BU
IL
DI
NG
BU
IL
DI
NG
BUILD
ING
CHAIN-LINK FENCE
CHAIN-
LINK FE
NCE
C H A I N L I N K
F E N C E
CH
AI
N-
LI
NK
F
EN
CE
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
BUILDIN
G
BUILDING
BUILDING
BUIL
DIN
G
BUIL
DIN
G
BLD
G.
BUIL
DIN
GBLDG.
BUIL
DIN
G
BLD
G.
BU
IL
DI
NG
C O N C R E
I V E
C O N C R E
I V E
C O N C R E
I V E
CO
NC
E
BUILDING
6’ WOOD FENCE
10’ CHAIN-LINK FENCE
WO
OD
F
EN
CE
A I N L I N K
F E N C E
GRAVEL DRIVE
G R A V
I V E
AS
PH
AL
T
DR
IV
E
CONCRETE DRIVE
C O N C R E
I V E
C O N C R E
I V E
BLDG.
CONCRETE
DRIVE
BUILDING
CO
NC
"R
CP
30"CMP
ASPHALT
C O N C R E
I V E
A S P H A
I V E
WOOD FENCE
WOOD FENCE
WOOD FENCE
G R A V
I V E
MOBILE HOME
BUILDI
NG
WO
OD
FE
NC
E
CONCRETE DRIVE
ASPHALT
15"RCP
F/L:1028.34
15"RCPF/L:1029.22
12"RCP
F/L:995.35 12"RCP
F/L:996.55
18"RCP
F/L:1002.54
18"RCP
F/L:996.71
15"RCPF/L:1028.35
15"RCP
F/L:1027.68
18"RCPF/L:1009.26
18"RCPF/L:1014.87
15"RCPF/L:1019.10
15"RCP
F/L:1020.31
18"RCP
F/L:1033.43
18"RCPF/L:1032.43
24"CMPF/L:993.12 A
B C
D.W.C.B.
F/L:986.92(A)
F/L:984.07(B) F/L:983.96(C)
D.W.C.B.F/L:981.29(A) F/L:981.27(B)
A
B
30"CMPF/L:976.74
36"RCPF/L:974.00
36"RCPF/L:978.46
24"RCPF/L:978.35
24"RCPF/L:980.89
15"RCPF/L:992.96
15"RCPF/L:992.89
S.W.C.B.F/L:991.10
"C
P P
BUILDING
12"PVCF/L: 968.47
12"PVC
F/L: 986.04
18"CMP
18"CMP
F/L: 984.21
18"CMPF/L: 984.87
GRAVEL
GRAVEL
GRAVEL
15"RCP
R
C P
15"RCP
15"RCPF/L:1019.39
15"RCP
F/L:1020.15
15"RCPF/L:1021.91 15"RCP
F/L:1022.34
15"RCPF/L:1026.28
15"RCP
F/L:1027.65
15"RCPF/L:1039.63
15"RCP
F/L:1041.41
15"RCPF/L:1038.89
15"RCP
F/L:1037.63
"C
M P
#66
#67
#68
#69
#70
#71
"R
CP
12"RCP
R
C P
15"RCP
15"RCP
15"RCP
15"RCP
15"RCP
15"RCP
18"RCP
30"CMP
24"CMP
"R
C P
"R
C P
15"RCP15"RCP
15"RCP
"C
M P
15"RCP
18"RCP
15"RCP
24"CMP
24"CMP
DECK
DEC
K
DECK
DECK
DECK
DECK
DECK
DECK
DEC
K
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
D E C K
DECK
DECK
DECK
DECK
DECK
DECK
DE
CK
DE
CK
DEC
K
DECK
DECK
DECK
DE
CK
405+00
410+00
SR 92
E 2119355.1931
N 1457961.5696
STA. 830+00.00
TIE TO PI 0006857
END CONSTRUCTION
END PROJECT
39 40
LL830
LL831
LL754
LL759
LL758
LL826
LL827
B A T T
A T E
L
A N E
A P P R
O X
L L L
A P P R
O X
L L L
A P P R O X
L L L
A P P R O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
A P P R
O X
L L L
90 17’48.60"
SKEW ANGLE =
E 2119389.2605
N 1456616.2253
BATTLE GATE LANE
STA.410+00.00,
STA.816+53.07,SR 92=
STA.407+98.42
ACQUISITION
LIMITS OF R/W
STA.829+58.32
ACQUISITION
LIMITS OF R/W
M A T C
H I
N E
S T
A
S
H E E T
S
SH 05
PAULDING & COBB
N/A
G
N O
M A T C
H
L I
N E
S T
A
SEE DWG.NO.60-016
MATCH LINE
SH 06 OF 32
EGAC ENTERPRISES LLC
PAULDING & COBB
267,1045
BETTS CIRCLE
E 2122889.4526 N 1445858.4313
STA 699+00.00
E 2122791.0775 N 1446748.8076
STA 705+00.00
STA.704+30.44
ACQUISITION
LIMITS OF R/W
STA.351+65.66
ACQUISITION
LIMITS OF R/W
86?39’55.95"
SKEW ANGLE =
E 2122778.0882 N 1446964.5911
DUE WEST RD.
STA.360+00.00,CR 466/
STA.710+17.01,SR 92=
TRACT 2
TRACT 1
90�0
SKEW ANGLE =
E 2122558.6661.
N 1446497.0304
BETTS CIRCLE.
STA.250+00.00,
STA.706+03.65,SR 92=
ANGELA DAYANGELA DAYANGELA DAY
SEE SHEETS 16,31
N/A
3,20
1596,1318
18"RCP
18"R C P
E.O.P.
E.O.P.
CH
AI
N-
LI
NK
F
EN
CE
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.
O.
P.
E.
O.
P.
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
GUARDRAIL
GUARDRAIL
CHAIN
-LI
NK
FEN
CE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LIN
K FENCE
C H A I N L I N K
F E N C E
C H A I N L I N K
F E N C E
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
CHAIN-LINK FENCE
C H A I N L I N K
F E N C E
C H A I N L I N K
F E N C E
CH
AI
N-
LI
NK
FE
NC
E
SIGN
G R A V
I V E
G R A V
I V E
G R A V
I V E
4’ CHAIN-LINK
FENCE
18"RCP
18"R C P
1073.17
1075.55
N B
NBSW
AF
N B
NBSW AF1
PL
PL
PL PL
PL PL
PL
P L
PL PL
PL
PL
PL
P L
P L
P L
PL
PL
PL
PL
PL
PL
-60
P
CURVE 9
CURVE 10
PI E= 2122885.4476
PI N= 1446316.9834
PI STA= 703+58.57
R= 795.00
E= 4.25
L= 164.11
T= 82.35
CURVE 9
PI E= 2122754.7474
PI N= 1446915.0332
PI STA= 709+70.15
R= 712.00
E= 20.49
L= 337.59
T= 172.03
CURVE 10
CONST. CL
SR 92
PI E= 2122602.9449
PI N= 1446607.9544
PI STA= 354+66.33
R= 250.00
E= 15.30
L= 170.62
T= 88.78
CURVE 31
PI E= 2122488.5005
PI N= 1446974.4629
PI STA= 358+43.34
R= 146.00
E= 106.33
L= 278.50
T= 205.80
CURVE 32
CURVE 31 C
U R V E
PC 248+92.12
PT 249+46.04
PT 359+16.04
+9 .7
D W
+38.04
DW139
+6 .0
D W
+80.00
DW141
DUE
WES
T R D
CHRIS S PICKLE
ANGELA DAY
MOORE
ROYCE
CURTIS
BRIAN S
GLENN A BICKERSGLENN A BICKERSGLENN A BICKERS
CHRIS S PICKLE RAYMOND B MUSE
ANGELA R &
CHRIS S PICKLE
ANGELA DAYANGELA DAY
MOORE
ROYCE
CURTIS
BRIAN S
MOORE
ROYCE
CURTIS
BRIAN S
DEBORAH M JONES
60 61
CURTIS
BRIAN S
SEE SHEET 18SEE SHEET 18
SEE SHEET 18
SEE SHEET 32
SEE SHEET 31SEE SHEET 31
SEE SHEET 31
DE15052
DE22004
SEE SHEETS 16,31
SEE SHEETS 7,18
1279 1280
1292 1293 1294 1295
12981299
13011303
A P P
R O
X I
M A T E
L L L
P P
R O
X I
M A T E
L L L
(APPROXIMATE)
L.L.L. 267
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
(APPROXIMATE)
3RD SECTION
3RD DISTRICT,
PAULDING COUNTY
COBB COUNTY
R/W
EXIST.
EXIST. R/W
(APPROXIMATE)
2ND SECTION
20TH DISTRICT,
(APPROXIMATE)
L.L.L. 1045
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0006.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W BY PI# 0020052
GROVER
LOU ANN
DE20007
DE20003
DE
DE18001
DE18000
DE20104
DE20105
DE20106
DE20108
DE20107
DE20006
DE20147
DE20111
DE20110
DE20109
DE18047
DE20001
DE20000
DE20002
REQ
’D R/W
REQ
’D
R/W
BY P
I#
REQ’D R/W BY PI# 0020052
REQ’D R/W BY PI# 0020052
DE2
REQ’D R/W
R E Q D
R
SE
E
DWG.
NO
.6
0-
MA
TC
H
LI
NE
S
TA
.7
+0
S
G
N O
M A T C
H
L I
N E
S T
A
SE
E
DWG.
NO.
-0
MAT
CH
LI
NE
S
TA
.3
+5
OFOFOFSHSH 07 OF 32
LAND LOT NO:266,267,1044,1045
PAULDING & COBB
E 2122459.2085 N 1448307.6358
STA 725+00.00
STA.376+43.77
ACQUISITION
LIMITS OF R/W
SKEW ANGLE = 90 00’00.00"
E 2122882.6106 N 1447518.7744
DUE WEST RD NW.
STA.370+00.00,CR 2839/
STA.715+82.93,SR 92 =
SKEW ANGLE = 86 16’21.47"
E 2122879.2427 N 1447577.5797
STA.380+00.00,DUE WEST ST.
STA.716+41.84,SR 92=
KEELEY
JOSEPH J
SEE SHEETS 8,21
N/A
3,20
1596,1318
18"CMP
18"RCP
18"RCP
24"RCP
24"RCP
E.O.P.
E.O.P.
GUARDRAIL
E.O.
P.
E.O.
P.
E O P
E O P
E.
O.
P.
E.
O.
P.
E.
O.
P.E.
O.
P.
E O P
E O P
SIGNSIGN
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
E.O.P.
E.
O.
P.
E.
O.
P.
E.O.P.
E.O.P.
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
FI
EL
D-
WI
RE
F
EN
CE
FIELD-WIRE FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CO
NC
RE
TE
WOOD FENCE
WO
OD
FE
NC
E
WO
OD
FE
NC
E
WOOD FENCE
18"RCP
18"RCP
"R
C P
R
C P
24"RCP
24"RCP
R
C P
18"CMP
18"C
MP
15"R
CP
18"C
MP
15"R
CP
R
C P
"R
C P
R
C P
IN
T E R
M
IT
T E
N T
S T R E
A M
SVC
PL
PL
PL
PL
PL
PL PL
PL
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
-60
DE22005
GLENN A BICKERSGLENN A BICKERSGLENN A BICKERS
SEE SHEETS 6,18
375+00
CURVE 11
PI E= 2122960.3727
PI N= 1447691.1818
PI STA= 717+66.60
R= 800.00
E= 97.66
L= 753.27
T= 407.17
CURVE 11
CONST.
CL
SR 9
PI E= 2123153.1485
PI N= 1447524.2907
PI STA= 372+70.59
R= 235.00
E= 29.15
L= 222.89
T= 120.62
CURVE 33
C U R
V E
PC 371+
49.97
PT
3+
.8
+3 .0
D W
+8 .0
D W
+2 .7
D W
+54.32
DW144
+00.00
DW145
+13.00
DW146
D
S T
D
S T
S T
R SPINKS
CHRISTOPHER
BUCHANAN
CANDY
HAYWOOD
GLENN C
SHEILA G MADDOX
DONALD G &
FISCHER
BRUCE T
MCPHERSON
CHARLES
PAULA R BOYER
MICHAEL C &
MARION L SCOTT
SHAWN D &
ROGER MICHAEL GRIFFIN
W BICKERS
MRS OMA
W BICKERS
MRS OMA
I BICKERS
A L & DARTHY
SEE SHEET 19
SEE SHEET 32 SEE SHEET 20
SEE SHEET 20
SEE SHEET 20
SEE SHEET 21
SEE SHEET 32
SEE SHEET 19
DE20008
SEE SHEETS 17,19
SEE SHEETS 7,20
SEE SHEETS 17,20
SEE SHEETS 8,20
1347 1348
PAULDING COUNTY
A P P R O X I
M A T E
L L L
A P P R O X I
M A T E
L L L
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
E X I S T
R
W
E X I S T
R
W
COBB COUNTY
L.L.L. 1044
APPROXIMATE
EX
IS
T.
R /W
EXIS
T. R
/W
EXIS
T. R
/W
L.L.L. 266
APPROXIMATE
PAULDING COUNTY
COBB COUNTY
L L L
A P P R O X I
M A
L L
A P P R O X I
M A
(APPROXIMATE)
SECTION
3RD DISTRICT,3RD
(APPROXIMATE)
SECTION
20TH DISTRICT,2ND
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0007.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ
’D
R/W
DE20013
DE20018
DE20012
DE20015 DE20016
DE20126
DE20020
DE20011
DE20010
DE20112
DE20009
DE20021
DE20014
DE20124
DE18015
DE18013
DE18014
DE18053
DE18054
DE18056
DE18055
DE20052
DE18009
DE18010
DE18007
DE18008
DE18006
DE18005
DE18004
DE18003
DE18002
REQ’D R
/W
DE20125
DE20144
DE20019
REQ’D R/W BY PI#0020052
REQ’D R/W
R E
Q
D
R
W
REQ’D R/W
REQ’
D R/
W
REQ
’D
R/W
REQ’D R/W
0008SH 08 OF 32
G
N O
M A T C
H
L I
N E
S T
A
S
G
N O
M A T C
H
L I
N E
S T
A
LAND LOT NO: 973,1044
PAULDING
E 2122074.6349 N 1448905.7440
STA 732+14.12
E 2121897.9984 N 1449322.6061
STA 736+66.86
89 54’39.31"
SKEW ANGLE =
E 2122282.5105 N 1448532.2396
ABBEY LANE
STA.390+00.00,
STA.727+85.84,SR 92=
STA.388+59.49
ACQUISITION
LIMITS OF R/W
GRIFFIN
ROGER MICHAEL
SEE SHEETS 7,20
N/A
CHAIN-LINK FENCE
E.O.
P.
E.O.
P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.
O.
P.
E.
O.
P.
E.
O.
P.
E O P
E O P
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
CHAIN-LINK
FENCE
GATE
12"CMP
12"RCP
15"RCP
R
C P
12"RCP
12"CMP
15"RCP
R
C P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
-60
DE22000
+00
PT 388+46.36
CURVE 12
CURVE 13
PI E= 2122185.3169
PI N= 1448644.5344
PI STA= 729+34.19
R= 2000.00
E= 20.02
L= 563.62
T= 283.69
CURVE 12
PI E= 2121775.9325
PI N= 1449610.6818
PI STA= 739+79.73
R= 1700.00
E= 28.55
L= 618.82
T= 312.87
CURVE 13
CONST. CLSR 92
PI E= 2122018.6492
PI N= 1448345.2638
PI STA= 387+10.94
R= 279.84
E= 47.46
L= 305.18
T= 169.76
CURVE 36
C U R V E
P C
+2 .0
D W
A B B E Y
L A N E
+4 .0
D W
+5 .0
D W
KEELEY
JOSEPH J
HASLICK
DIANA LYNN
NATHAN &
MURPHY BENNET
STATE OF GEORGIA
MURPHY BENNET
GLENN A BICKERS
20 67
SEE SHEET 21
SEE SHEET 32
ROYCE
HEFLIN ANTHONY
SEE SHEET 21
SEE SHEET 22
SEE SHEET 22
SEE SHEETS 9,10,23
SEE SHEETS 7,21
1353 1358
EXIS
T. R
/W
EXIS
T. R
/W
EXIST.
R/W
EXIST. R/W
E X I S T
R
W
E X I S T
R
W
EX
IS
T.
R /W
L L L
A P P R O X I
M A
P R O X I
M A T E
L L L
A P P R O X I
M A T E
L L L
L L L
A P P R O X I
M A
L L
A P P R O X I
M A
EXIST. R/W
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0008.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W
DE20028
DE20120
DE20017
DE20023
DE20027
DE20034
DE20033
DE20032
DE20031
DE20030
DE20029
DE20021
DE20022
DE20128
DE20145
DE20025
DE20024
DE20146
DE20026
DE18022
DE18020
DE18021 DE18032
DE18035
DE18027
DE18026
DE18025
REQ’D R/W
DE18024
REQ’D R/W
REQ’D R/W
REQ’
D R/
W
REQ’
D R/
0009SH 09 OF 32
G
N O
M A T C
H
L I
N E
S T
A
S
G
N O
M A T C
H
L I
N E
S T
A
LAND LOT NO:971,972,973,974
PAULDING
E 2121549.3837 N 1449846.7600
STA 743+00.00
E 2120926.2286 N 1450496.1272
STA 752+00.00
N/A
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E O P
E O P
E.
O.
P.
E.
O.
P.
CHAIN-L
INK FE
NCE
SIGN
SIGN
SIGN
CH
AI
N-
LI
NK
FE
NC
E
R
C P
15"RCP15"RCP
R
C P
PL
-60
DE22001
CURVE 13
CURVE 14
PI E= 2121775.9325
PI N= 1449610.6818
PI STA= 739+79.73
R= 1700.00
E= 28.55
L= 618.82
T= 312.87
CURVE 13
PI E= 2120622.8938
PI N= 1450812.2213
PI STA= 756+38.10
R= 2100.00
E= 27.42
L= 675.03
T= 340.45
CURVE 14
CONST. CLSR 92
+8 .0
+3 .9
D W
STATE OF GEORGIA
STATE OF GEORGIA
SEE SHEETS 8,10,23
SEE SHEETS 10,23
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
L.
L.
L.
AP
PR
OX
IM
AT
E
L.
L.
L.
AP
PR
OX
IM
AT
E
L.
L.
L.
AP
PR
OX
IM
AT
E
L.
L.
L.
AP
PR
OX
IM
AT
E
L.L.L.971
APPROXIMATE
L.L.L.972
APPROXIMATE
L.L.L.973
APPROXIMATE
L.L.L.974
APPROXIMATE
EXIST. R/W
EXIST. R/W
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0009.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/WDE20044
DE20040
DE20038
DE20037
DE20036
DE20035
REQ’D R/W
DE20043
DE18034
DE18033
DE18031
DE18028
DE18030
DE18029
DE20039
REQ’D R/W
REQ’D R/W
REQ’D R/W
0010SH 10 OF 32
G
N O
M A T C
H
L I
N E
S T
A
S
G
N O
M A T
C H
L I
N E
S T
A
LAND LOT NO:902,971,972
PAULDING
E 2120465.1263 N 1451144.4411
STA 760+00.00
E 2120164.8439 N 1451776.7625
STA 766+00.00
91 12’24.75"
SKEW ANGLE =
E 2120339.3539 N 1451409.2872
PINE BLUFF DRIVE
STA.400+00.00,
STA.762+93.19,SR 92 =
STA.395+77.30
ACQUISITION
LIMITS OF R/W
N/A
E.O.
P.
E.O.
P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.
O.
P. E.O.P.
E.
O.
P.
E.
O.
P.
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
4’ WOOD FENCE
4’
WOOD
FEN
CE
3’ ROCK WALL
FI
EL
D-
WI
RE
FE
NC
E
ASPHALT DRIVE
18"CMP
18"CMP
15"CMP
WO
OD
FE
NC
E
WO
OD
FE
NC
E
GA
TE
18"CMP
18"CMP
R
C P
15"CMP
R
C P
INTERMITTENT STREAM 50
PL
PL
PL
PL
PL
PL
PL
-60
PRC 398+32.09
CURVE 14
PI E= 2120622.8938
PI N= 1450812.2213
PI STA= 756+38.10
R= 2100.00
E= 27.42
L= 675.03
T= 340.45
CURVE 14
CONST. CLSR 92
PI E= 2120099.3363
PI N= 1451381.1371
PI STA= 397+49.76
R= 916.52
E= 3.73
L= 165.11
T= 82.78
CURVE 37
PI E= 2120223.5744
PI N= 1451357.2646
PI STA= 398+75.82
R= 138.39
E= 6.74
L= 84.71
T= 43.73
CURVE 38
C U R V E
C U R
V E
PC 396+66.97
PT 399+16.80
+3
.14
+7 .0
D W
P I N E
B L U F F
D R I V E
STATE OF GEORGIA
HOA INC
TIMBERLANDS
RESERVE
BAPTIST CHURCH
PICKETTS MILL
STATE OF GEORGIA
GUNTER FAMILY FARM LLC
24 25
SEE SHEET 24
SEE SHEET 24
TIMBERLANDS HOA INC
RESERVE
SEE SHEETS 9,10,23
SEE SHEETS 9,23
SEE SHEETS 11,24
SEE SHEETS 11,24
(6 0’
R/
W)
PI
NE
BL
UF
F
DR
(100’ R/W)
S.R. 92
L.L.L.971
APPROXIMATE
L.L.L.972
APPROXIMATE
L L L
A P P R O X I
M A
L L
A P P R O X I
M A
EXIS
T. R
/W
EXIS
T. R
/W
EXIST. R/W
E X I S T
R
W
E X I S T
R
W
EXIST. R/W
L L L
A P P R O X I
M A
L L
A P P R O X I
M A
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0010.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W
REQ’D R/W
DE20121
DE20131 DE20132
DE20133
DE20134
DE20049
DE20050
DE18036
DE18039 DE18038
DE18037DE20042
REQ’
D R/
W
REQ’
D R/
W
G
N O
M A T
C H
L I
N E
S T
A
S
G
N O
M A T C
H
L I
N E
S T
A
SH 11 OF 32
LAND LOT NO:899,902
PAULDING
E 2120036.1514 N 1452047.7575
STA 770+00.00
E 2119703.4764 N 1452986.8886
STA 780+00.00
N/A
R
C P
12"RCP
ASPHALT
PARKING LOT
E.O.P.
E.O.P.
E.O.P.
E.O.P.
SIGN
SIGN
ASPHALT
ASPHALT
OE: 1000.67
(OE INTPLTD)
R
C P
"C
P P
12"CPP
F/L: 981.79
12"CPP
F/L: 981.65
36"RCP
F/L: 986.06
36"RCP
F/L: 983.10
ASPHALT
PARKING LOT
E.O.P.
E.O.P.
E
O P
E
O P
E
O P
C L
S T R E A
M
R
C P
R
C P
12"RCP
R
C P
R
C P
R
C P
N B
N B
N B
INTERMITTENT STREAM 52 PERENNIAL STREAM 53
INTERMITTENT STREAM 54
INTERMITTENT STREAM 55
INTERMITTENT STREAM 51
NBSW AI1
PL
PL
-60
CURVE 15
PI E= 2119755.4116
PI N= 1452638.9269
PI STA= 776+54.44
R= 3000.00
E= 32.15
L= 874.45
T= 440.35
CURVE 15
CONST. CL
SR 92
+9 .6
D W
+9 1.4
D W
+0 .0
D W
BAPTIST CHURCH
PICKETTS MILL
BAPTIST CHURCH
PICKETTS MILL
GUNTER FAMILY FARM LLC
GRIFFITH DOUGLAS
SEE SHEETS 10,24
SEE SHEETS 12,25
SEE SHEETS 10,24
SEE SHEETS 12,13,25
8671380
L L L
A P P R O X I
M A
L L
A P P R O X I
M A
EXIST. R/W
EXIST. R/W
L L L
A P P R O X I
M A
L L
A P P R O X I
M A
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0011.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W
DE20122
DE20045
DE20054
DE20051
DE20055
DE20058
DE20059
REQ’D R/W
DE18042
DE18041
REQ’D R/W
REQ’D R/W
REQ’D R/W
REQ’D R/W
DE20056
DE20057
G
N O
M A T
C H
L I
N E
S T
A
S
G
N O
M A T
C H
L I
N E
S T
A
SH 12 OF 32
PAULDING
LAND LOT NO:830,831,899
E 2119641.6699 N 1453382.0739
STA 784+00.00
E 2119475.2483 N 1454469.4118
STA 795+00.00
N/A
R
C P
E.O.P.
E.O.P. E.O.P.
E.O.P.
CH
AI
N-
LI
NK
FE
NC
E
CHAIN-LINK FENCE
CHAIN-LINK FENCE
15"RCP
R
C P
15"RCP
15"RCP
15"RCP
N B
J
PL
-60
CONST. CL
SR 92
+5 .1
D W
+5
BAPTIST CHURCH
PICKETTS MILL
GRIFFITH DOUGLAS
GRIFFITH DOUGLAS
SEE SHEETS 11,25
SEE SHEETS 13,25
SEE SHEETS 11,13,25
EXIST. R/W
EXIST. R/W EXIST. R/W
EXIST. R/W
L L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L.L.L.831
APPROXIMATE
L.L.L.830
APPROXIMATE
L.L.L.831
APPROXIMATE
L.L.L.830
APPROXIMATE
L L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0012.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W
DE20053
DE20063
DE20062 DE20064
REQ’D R/W
REQ’D R/W
REQ’D R/W
G
N O
M A T C
H
L I
N E
S T
A
S
G
N O
M A T C
H
L I
N E
S T
A
SH 13 OF 32
MARGARET CANTRELL
CHARLES W &
LAND LOT NO:826,827,830,831
PAULDING
E 2119429.8607 N 1454765.9585
STA 798+00.00
E 2119379.5980 N 1455563.2030
STA 806+00.00
SEE SHEETS 14,27
N/A
15"RCP
15"RCP
15"RCP
15"RCP
15"RCP
E.O.P.
E.O.P.
E.O.P.
E.O.P.
CHAIN-LINK
FENCE
CHAIN-LINK FENCE
CHAIN
-LI
NK
FEN
CE
CHAIN-LINK FENCE
CHAIN
-LI
NK F
ENC
E
CH
AI
N-
LI
NK
FE
NC
E
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
FE
NC
E
FIELD-WIRE FENCE
A S P H A
I V E
A S P H A
I V E
15"RCP
15"RCP
15"RCP
15"RCP
15"RCP
15"RCP15"RCP
PL
PL
PL
P L
PL
PL
PL
PL
PL
PL
P L
PL
P L
-60
CURVE 16
PI E= 2119375.5392
PI N= 1455120.8755
PI STA= 801+59.05
R= 4000.00
E= 13.00
L= 644.20
T= 322.80
CURVE 16
CONST. CL
SR 92
+1 .7
D W
+3 .9
D W
+4 .8
D W
+7 1.5
D W
+8 .7
D W
+4 .2
D W
+4
BLEICHNER
MICHAEL
DANIEL
ADA NILIA
ALISA BUTLER
WILLAIM DAVID &
MARY F RAWLINS
ERNEST W &
WRIGHT
DIANNE M
DAVID L PIGG W HURTT
JOANN & LARRY
CARLOS ARIZA
ALICIA &
WATER SYSTEM
PAULDING COUNTY
SEE SHEET 26 SEE SHEET 26
SEE SHEET 27
SEE SHEET 26 SEE SHEET 26
SEE SHEET 26
SEE SHEET 26
SEE SHEET 27
GRIFFITH DOUGLAS
GRIFFITH DOUGLAS
SEE SHEETS 12,25
SEE SHEETS 11,12,25
SEE SHEETS 14,27
EXIST. R
/W
EXIST. R
/W
EXIST. R/W
EXIST. R/W
L.L.L.831
APPROXIMATE
L.L.L.830
APPROXIMATE
L L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L.L.L.827
L.L.L.826
APPROXIMATE
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0013.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W
REQ’D
R/W
DE20137
DE20068
DE20136 DE20135
DE20138
DE20070
REQ’D R/W
DE20071
DE20073
DE20140
DE20076
DE20139
DE20069 DE20072
DE20075
DE18045
DE18046
DE18044
REQ’D R/W
G
N O
M A T
C H
L I
N E
S T
A
S
G
N O
M A T
C H
L I
N E
S T
A
OFOFSH 14 OF 32
L MARLOW
CHRISTINE
LAND LOT NO:758,759,826,827
PAULDING
E 2119384.1858 N 1456063.1819
STA 811+00.00
E 2119391.9850 N 1456913.1461
STA 819+50.00
90 17’48.60"
SKEW ANGLE =
E 2119389.2605 N 1456616.2253
BATTLE GATE LANE
STA.410+00.00,
STA.816+53.07,SR 92=
STA.407+98.42
ACQUISITION
LIMITS OF R/W
15,30
SEE SHEETS
MARIA DECK
SEE SHEETS 15,29
N/A
R
C P
E.O.P.
E.O.P. E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.O.P.
E.
O.
P.
E.O.P.
E O P
E O P
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
F
EN
CE
CHAIN-LINK FENCE
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
F
EN
CE
CH
AI
N-
LI
NK
F
EN
CE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-
LINK FE
NCE
CHAIN-LINK FENCE
SIGN
SIGN
SIGN
SIGN SIGN
SIGN
6’ WOOD FENCE
GRAVEL
DRIVE
AS
PH
AL
T
DR
IV
E
30"CMP
WOOD FENCE
WOOD FENCE
WOOD FENCE
C
M P
18"RCP
30"CMP
24"
CMP
R
C P
C
M P
18"RCP
24"CMP
24"
CMP
P L
PL
P L P L
P L
PL
PL
PL
PL
PL
PL
P L
P L
P L
P L
P L
P L
PL
-60
DE22002
DE22003
G P T
T R A N S
M I S S I O N
TO TRANSMISSION
TOWER 325
G P T
T R A N S
M I S S I O N
CONST. CLSR 92
+25.42
DW147
+83.96
DW148
B A T T
T E
L
A N E
+0 .0
D W
RAC 2 LLC
BIRDSELL
TED & LINDA
LESTER
CATHERINE
HAZEL
VERNICA CURRY
DAVID A &
JANICE R ARMS
GILLESPIE
MARIE B
JAME B &
J GRAY
& SHERARD
WILLIE MAE
DANIEL
ADA NILIA
BARRY BEAM
JANICE &
BETHANY L ADONI
FAMILY TRUST
FERNANDEZ
GREG S MERCER
RYAN E &
ELEANOR G
PENLAND FRED H &
BIRDSELL
& LISA L
MILLSEAGLE
ERIK C
MARGARET CANTRELL
CHARLES W &
SEE SHEET 27
SEE SHEET 27
SEE SHEET 28
SEE SHEET 28
SEE SHEET 28
SEE SHEET 29
SEE SHEET 28
SEE SHEET 28 SEE SHEET 28
SEE SHEET 29
SEE SHEET 29
SEE SHEET 29
SEE SHEET 29
SEE SHEET 32
& MARIE A
DEMARCO RICHARD
SEE SHEETS 13,27
13,27
SEE SHEETS
881 882 883
886 887
891892
893 894
1421 1422 1423
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
E X I S T
R
W
E X I S T
R
W
L L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
L.L.L.826
L.L.L.827
APPROXIMATE
L.L.L.759
APPROXIMATE
L.L.L.758
APPROXIMATE
EXIST. R/W
EXIST. R/W
191 188 189
187190
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0014.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
REQ’D R/W
REQ’D R/W
DE20077
DE20079
DE20080
DE20082 DE20084 DE20086
DE20088
DE20091 DE20093
DE20141 DE20078
DE20083 DE20085 DE20090
DE20087
DE20092
REQ’D R/W
REQ’D R/W
REQ’D R/W
DE18059
DE18058
DE18057
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0015.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
R
C P
E.O.P.
E.O.P.
SIGN SIGN SIGN
SIGN
SIGN
SIGN
SIGN
E.O .P.
E.O .P.
E O P
E O P
E.O.P. E.
O.
P.
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK FENCE
CHAIN-LINK
FENCE
SIGN
SIGN
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
E.O .P.
E.
O.
P.
SI
GN
CH
AI
N-
LI
NK
FE
NC
E
CH
AI
N-
LI
NK
FE
NC
E
CHAIN
-LI
NK
FEN
CE
10’ CHAIN-LINK FENCE
WO
OD
FE
NC
E
4’
CH
AI
N-
LI
NK
FE
NC
E
GRAVEL DRIVE
"R
C P
G R A V
I V E
WO
OD
FE
NC
E
ASPHALT
"C
P P
12"PVC
F/L: 968.47
12"PVC
F/L: 986.04
18"CMP
18"CMP
F/L: 984.21
18"CMP
F/L: 984.87
GRAVEL
GRAVEL
GRAVEL
"R
C P
R
C P
15"R
CP
15"R
CP
NBSW AK
INTERMITTENT STREAM 56
O ff 8 .0 ta
.4 ff 1
.9 ta
.6
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
PL
PL
PL
PL PL PL
PL
PL
OH E-TV
CATHODIC PROTECTION
PT 424+71.16
CURVE 17
PI E= 2119397.5703
PI N= 1457521.8300
PI STA= 825+58.71
R= 5000.00
E= 6.93
L= 526.24
T= 263.36
CURVE 17
CONST. CL
SR 92
PI E= 2119745.8252
PI N= 1458006.5890
PI STA= 424+08.12
R= 820.00
E= 2.44
L= 126.33
T= 63.29
CURVE 39
C U R
V E
C U R
V E
PC 4
23+4
4.82
+5 .8
D W
GDOT DETAIL F-2
16’ GATE
STD 9031N
6’ CHAIN LINK FENCE
+0 .0
D W
RHONDA CONN
MICHAEL &
ELAINE D SUMNER
WHITAKER &
JEFFREY LEE
HALE
ELELYN KAY
JOSHUA &
LINDA SHIMOKAJI
MICHAEL &
TERRI A BISHOP
ALEX R &
BURNT HICKORY HOA INC
MARIA DECK
EMMA L HAND
PAUL E &
L MARLOW
CHRISTINE
54 55
SEE SHEET 30
SEE SHEET 30 SEE SHEET 30
SEE SHEET 30
SEE SHEET 30
SEE SHEET 31
SEE SHEETS 14,30
14,29
SEE SHEETS
JOHNSON
MICHAEL
SEE SHEET 32
SEE SHEET 32
EUBANKS
CAROLYN R
14401441
1477 1478
180 184
182181
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R
/W
L L L
A P P R
O X I
M A
L L
A P P R
O X I
M A
P P R
O X I
M A T E
L L L
P P R
O X I
M A T E
L L L
X I S T
R
W
E X I S T
R
W
E X I S T
R
W
E X I S T
R
W
EX
IS
T.
R /W
EX
IS
T.
R /W
L.L.L.759
APPROXIMATE
L.L.L.758
APPROXIMATE
L.L.L.755
APPROXIMATE
L.L.L.754
APPROXIMATE
EXIST. R/W
SH 15 OF 32
S
G
N O
M A T
C H
L I
N E
S T
A
LAND LOT NO:754,755,758,759
PAULDING
E 2119355.1931 N 1457961.5696
STA 830+00.00
E 2119394.7377 N 1457213.1335
STA 822+50.00
STA.829+58.32
ACQUISITION
LIMITS OF R/W
N/A
REQ’D
R/W
DE20094
DE20143
DE20097
DE20098 DE20099
DE20100
DE20142
DE20095
DE20096
DE20101
DE20102
DE20103
REQ’D R/W
R E
Q
D
R
W
R/W
REQ’D
REQ’D R/W REQ’D R/W
DE20151
DE20150
DE20149DE20148
DE20152
SEE DWG.NO.60-0006
MATCH LINE
SEE DWG.NO.60-0006
MATCH LINE
SH 16
LAND LOT NO:1045,1116
PAULDING
N/A
CH
AI
N-
LI
NK
FE
NC
E
GATE
GATE
4’ CHAIN-LINK
GATE
GATE
GATE
GATE
CONC
CONC
GATE
PROPANE
TANK
BURIED PIPE
F/L: 1022.22
BURIED PIPE
F/L: 1028.66
PERENNIAL STREAM 48A
INTERMITTENT STREAM 48B
P L
PL
PL
PL
PL
PL
PL
P L P L P L
PL PL
-60
ANGELA DAY
DE18051
SEE SHEETS 6,316
700 701
A P P
R O
X I
M A T E
L L L
P P
R O
X I
M A T E
L L L
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0016.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
DE18050
DE18049
DE18048
G
N O
M A T C
H
L I
N E
S T
A
SH 17 OF 32
PAULDING & COBB
3RD(P),20TH(C)
1596(PAULDING),1318(COBB)
LAND LOT NO:266,267,1044
E 2123293.4488 N 1447728.5079
STA 375+00.00
E 2123781.8197 N 1448045.1103
STA 381+00.00
STA.378+90.00
ACQUISITION
LIMITS OF R/W
N/A
E.O.P.
E.O.P.
E.O.P.
E.O.P.
SIGN
SIGN
PL
PL
PL
-60
OH E3
CURVE 34
PI E= 2123401.6622
PI N= 1447886.0203
PI STA= 376+91.10
R= 550.00
E= 15.97
L= 261.91
T= 133.49
CURVE 34
+1 .0
D W
DUE WEST RD NW
+6 .3
D W
P.T. 384+81.86
P C
CURVE 35
PI E= 2123822.5537
PI N= 1448111.9457
PI STA= 381+63.73
R= 986.00
E= 58.35
L= 662.33
T= 344.21
CURVE 35
CURVE 33
W
B I C
K E R S
M
I C
K E R S
M
A
MRS OMA W BICKERS
I BICKERS
A L & DARTHY
SEE SHEETS 7,19
SEE SHEETS 7,20
S E E
S
H E E T S
S E E
S
H E E T S
1323 1325
EXIST. R/W
EXIST. R/W
L L L
A P P R O X I
M A T E
EXIST. R/W
EXIST. R/W
L L L
A P P R O X I
M A T E
P A U L D I N G
C O U N T Y
C O B B
C O U N T Y
A P P R O X I
M A T E
S E C T I O N
R D
D I S T R I C T
P P R O X I
M A T E
S E C T I O N
T H
D I S T R I C T
APPROXIMATE L.L.L. 266
APPROXIMATE L.L.L. 267
50 100 200
SCALE IN FEET
0007692
2024/10/01
AbrahamsT
GPLOT-V8
gplotborder-V8i-PO.tbl
0007692_60-0017.dgn
GRWPLN
DATE REVISIONS
DATE REVISIONS
RIGHT OF WAY MAP
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
LAND LOT NO:
SH
EASEMENT FOR CONSTR OF SLOPES
EASEMENT FOR CONSTR OF DRIVES
CONSTRUCTION LIMITS
& MAINTENANCE OF SLOPES
C F
REQUIRED R/W LINE
PROPERTY AND EXISTING R/W LINE PL
ORANGE BARRIER FENCE
BEGIN LIMIT OF ACCESS............BLA
END LIMIT OF ACCESS..............ELA
ESA - ENV. SENSITIVE AREA
REQ’D LIMIT OF ACCESS
EXISTING LIMIT OF ACCESS & R/W
REQ’D LIMIT OF ACCESS & R/W
EXISTING LIMIT OF ACCESS
DATE 05/10/24 OF 32
GMD:
LAND DISTRICT:
COUNTY:
PROJECT NO:
DE20114
DE20113
DE20115
DE20117
D E
DE18012
DE18011
DE18016
DE18017 DE18019
DE18018
D E
DE20116
DE20118
-60 0018
GRWPLN
DEPARTMENT OF TRANSPORTATION
STATE OF GEORGIA
DATE REVISIONSDATE REVISIONS
LAND DISTRICT:
OF 32
05/10/2024 GPLOT-ORD
gplotborder-ORD-PO-tbl 0007692
0007692_60-0018.dgn
GRWPLN-CE DATE:05/10/24
AbrahamsT
CHRIS S PICKLE
REMAINDER = +/- 0,38 ACRES
REQD R/W = 0,032 ACRES
REQD R/W = 1402,44 SF
DE20000 127,24 R 704+30,44 SR 92
102,31 S 17°33’52,7" E
DE20001 117,83 R 705+30,74 SR 92
8,33 N 73°45’47,6" E
224 109,53 R 705+30,17 SR 92
47,85 N 1°10’59,0" E
1275 98,35 R 704+83,65 SR 92
61,91 N 40°04’21,4" W
DE20000 127,24 R 704+30,44 SR 92
DIST BEARING
PNT OFFSET/ STATION/ ALIGNMENT
R/W PAR1 REQ’D R/W DE20000
REMAINDER = +/- 0,36 ACRES
REQD R/W = 0,002 ACRES
REQD R/W = 102,52 SF
224 109,53 R 705+30,17 SR 92
8,33 S 73°45’47,6" W
DE20001 117,83 R 705+30,74 SR 92
24,64 S 17°33’52,4" E
DE20002 115,58 R 705+55,27 SR 92
25,82 N 1°14’25,7" E
224 109,53 R 705+30,17 SR 92
DIST BEARING
PNT OFFSET/ STATION/ ALIGNMENT
R/W PAR 2 REQ’D R/W DE20001
ANGELA R & RAYMOND B MUSE
DEBORAH M JONES
GLEN A BICKERS
SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
SH 18
RIGHT OF WAY TABLES
REMAINDER = +/- 0,12 ACRES
REQD R/W = 0,587 ACRES
REQD R/W = 25581,10 SF
DE20003 95,08 L 706+35,79 SR 92
82,16 N 43°43’49,9" W
683 52,27 L 705+65,67 SR 92
384,79 S 0°57’7,2" E
365 8,57 R 709+45,71 SR 92
11,98 S 45°12’6,7" E
688 0,09 R 709+54,22 SR 92
DEGREE = 41°31’9,6"
RADIUS = 138,00
LNTH CHORD = 80,46
CHORD BEAR = N 39°07’28,1" E
ARC LENGTH = 81,64
686 52,99 L 708+95,87 SR 92
104,13 N 22°10’32,7" E
DE20004 105,00 L 708+14,58 SR 92
181,47 N 15°23’35,9" W
DE20003 95,08 L 706+35,79 SR 92
DIST BEARING
PNT OFFSET/ STATION/ ALIGNMENT
R/W PAR 3 REQ’D R/W DE20002
PAULDING & COBB
267,1045
COUNTY:
LAND LOT NO:
GMD:
PROJECT NO:
REQD EASMT = 0,058 ACRES
REQD EASMT = 2539,11 SF
DE18000 129,66 L 711+33,96 SR 92
72,72 S 56°15’14,4" W
DE20007 81,55 L 711+88,18 SR 92
64,17 S 7°08’24,5" W
DE18002…
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