08-196.00 Plan sheets and Strip map.pdf
PDF 2 MB Posted
- Attached to
- Demolition SVC Lincoln Co
- Solicitation number
- RFB 605 2200000410 1
- Issued by
- Lawrence County, Kentucky
About this file
This file consists of plan sheets and a strip map for a US Highway 27 improvement project in Lincoln County, Kentucky, prepared by the county's transportation department. The project encompasses roadway reconstruction and drainage improvements along US 27, extending from station 1193+00 to station 1260+00, with additional work on connector roads including Goshen Cutoff, Bell Street, Senior Way, Clubside Drive, Ridgeway Road, Lakeview Drive, and Bank Street. The project involves extensive ditch work with various channel lining types including erosion control blanket (ECB), rock, and crushed limestone (CL II and CL III), with quantities measured in square yards and tons depending on lining type. Additional work includes the installation and removal of guardrails, pipe placement and removal of various sizes (12-inch through 24-inch), entrance construction, and temporary and permanent easements across multiple parcels. The plan sheets are dated January 10, 2020 (revised), with the strip map dated January 17, 2020, and indicate construction limits beginning at US 27 station 1193+00 and right-of-way project work beginning at station 1196+76.86 and ending at station 1247+62.94.
The project involves property interests across numerous parcels with identified owners, including private property holders, the City of Stanford, Lincoln County Fiscal Court, and various commercial entities such as Walmart, Owens Chevrolet, and Murphy Oil USA. The work requires both temporary easements for slope construction and permanent drainage easements. Specific drainage improvements include the placement of various pipe sizes with noted invert and top of grade elevations, removal of existing pipes, and construction of special ditches with specific depths and lining requirements. The plan sheets provide detailed right-of-way information, pavement shoulder specifications (ranging from 4 to 12 feet), and utility considerations including gas lines, electrical infrastructure, water lines, sanitary sewer lines, and telecommunications facilities that must be coordinated during construction.
View the file
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Text version
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
LT 1193+00 - 1196+00 2’ FB SPCL ECB N/A 267 SQYD
LT 1197+00 - 1199+50 2’ FB SPCL ROCK N/A N/A
LT 1199+50 - 1200+50 2’ FB SPCL ROCK N/A N/A
LT 1202+00 - 1203+20 2’ FB SPCL ECB 1.0’ 107 SQYD
LT 1203+80 - 1205+00 2’ FB SPCL ECB 1.0’ 107 SQYD
FP
FP
FP
POST
POSTPOST
POST POST
POST
POST
P O
S T
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST POST
M A
T C
H L I N
E
S
T A
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
RT 1194+50 - 1196+00 2’ FB SPCL ROCK N/A N/A
RT 1197+00 - 1201+61 NORM ROCK N/A N/A
RT 1201+90 - 1203+30 2’ FB SPCL ECB 1.0’ 125 SQYD
RT 1203+67 - 1204+50 2’ FB SPCL ECB 1.0’ 74 SQYD
PLANS
RIGHT OF WAY
REVISED PLAN DATE: JANUARY 10, 2020
SIGN SIGN
SIGN
SIGN
SIG
N
SIGN
SIGN
M
1.
STEP
S
JA
Y
ST
K Y
LANCASTER RD
C O
T T
O N
T
15" RCP
18" RCP
15" CMP
18" CMP
GRAVEL
GATE
ASPHALT
G R
A V
E L
ASPHALT
ASPHALT
US 27
A S
P H
A L
T
?" RCP
A S
P H
A L
T
IE ??
OE ??
{ TO STANFORD
Prop R/W
Prop R/W
Prop R/W
96.60
+77.02
98.00
+76.86
96.50
+14.03
96.49
+18.52
115.93
+18.82
120.00
+51.00
121.00
+55.00
76.29
+75.86
82.00
+04.00 75.00
+50.00
75.55
+58.00
90.00
+58.00
46.22
+75.84
46.17
+31.65
81.17
+40.12
82.19
+55.00
77.70
+89.41
92.38
+88.40 85.21
+99.23
46.02
+25.84
56.02
+25.85
181.00
+65.00
198.00
+80.00
198.00
+38.00
178.00
+38.00
103.47
+63.00
90.76
+02.00
83.75
+33.74
53.75
+33.76
53.79
+86.85
118.00
+59.34
121.00
+56.00
113.00
+03.00 96.00
+06.00
85.07
+08.88
67.70
+33.75
67.97
+86.77
76.00
+90.00
80.00
+50.00
69.00
+90.00 for Landscape Removal
Temp Easement
152.00
+50.76
158.00
+75.00
118.80
+85.00
95.97
+08.60
Prop R/W
95.00
+98.00
115.00
+98.00
115.00
+80.00
68.44
+80.00
95.12
+86.64
12’
12’
12’
12’
7’
7’
10’ PAVED SHLD
10’ PAVED SHLD
4’ PAVED SHLD
P T
P I
1+
1.
1’
96’ @ 8:1 TAPER
POB 20+00.00
POB 10+00.00
1.4
.9
S ’15
"E ’3
"W
N
N34°21’01"E C
P
P
P
P
P
DISTRICT
FIRE PROTECTION
LINCOLN COUNTY
SUSAN ANN CHERRY
SUSAN B. CHERRY &
SHEILA GAIL MULLINS, ET ALROSE C. NOE (WIFE) (1/2)
ROBERT H. &
BARNETT (WIFE) (1/2)
DAN L. & JANE N.
WENDELL R. MORRIS 20% INTEREST
OWENS CHEVROLET INC. 80% INTEREST
P
NEWCOMB OIL CO., LLC
921.21 T/G
922.71
T/G
2’ SPCL DIT
2’ SPCL DIT
2’ SPCL DIT
2’ SPCL DIT
2’ SPCL DIT
2’ SPCL DIT
2’ SPCL DIT
2’ SPCL DIT
15"
15"
REMOVE REMOVE
{ 18" EQ PIPE
P I P
E
920.81
I.E.
920.15
I.E.
920.37
O.E.
919.81
O.E.
18" PIPE
EQ PI
PE {
18"
REMOVE
REMOVE
REMOVE
CONST. LIMIT
CONST. LI
MIT
WM
W M
W V
W V
WM
WM
WM
W M
W V
W V
WM
WM
WM
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
US 27
J a n u a r y
D A
T E
P
L O
T T
E D j o s e p h g o s s a g e
U S
E R
E
S
H E
A
M
M ic r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
LINCOLN 8-196.00 R4
PLAN SHEET
STA. 1197+00 TO 1205+00 SCALE: 1"=50’
U
P R
O J
E C
T S
U
W
V
1\
P L
D G
N F I L
M
EX R/W
EX R/W
0’ 100’ 200’50’
FACE
SINGLE
(LF)
S I D
E
STA. TO
STA.
(EACH)
1RT 1203+63 1205+00
TERMINAL SECT.
GUARDRAIL STEEL "W" BEAM US 27
NO. 1
WIDTH PIPE
STA.
S I D
E
SIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)
SURFACE
EACH
HDWLTYPE
LT ASPH
LT ASPH
N/A
N/AN/A N/A
ENTRANCES - US 27
1200+77
1201+55
1201+75 N/A N/A N/A
1203+49 ASPH 184 N/A
RT
RT
LT 1203+49 ASPH 163 N/A N/A N/A
ASPH
15 41
15 37
137.5
CONST. 100 LF EDGE KEY
STA. 1197+00
US 27 STA 1193+00
BEGIN CONSTRUCTION
For Entr Const
Esmt
Temp
For Building Removal
Temp Easement for Slope Const
Temp Easement for Slope Const
Temp Easement
Jason.baker Text Box Building 1
Jason.baker Text Box Building 2
Jason.baker Polygon
Jason.baker Polygon
Jason.Baker Callout P105 Cherokee 818 Lancaster Road Stanford, KY 40484
FP
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POSTPOST
POST
POST
POST
POST
POST
POSTPOST
POST
POST
POST
POST
POST
POST
POST
POST
M
P
IL
E
U
C
S T E P S
S T E P S
S T E P S
S T E P S
S T E P S
S T E P S
S T E P S
S T E P S
S T E P S
D E
N
V
G E T
A T
IO
N
DENSE VEGETATION
DENSE VEGETATION
O B S
C U
R E
D
US 27 LANCASTER RD
M O
B I
H
G O
S H
C
T O
F
15" CMP 15" CMP 15" CMP
" R
C P
" R
C P
15" RCP
18" CP 18" CP 18" CMP
C P 15
" C
P
C P
18"
CMP
" R
C P
15" CMP 18" CMP
18" CMP
18" RCP
C P 15
IP
IP
IP
IP
18" CMP
W A
L M
A
N T
I V
E
ASPHALT
ASPHALT
ASPHALT
A S
P H
A L
T
15" CMP
SLOTTED DRAIN
ASPHALT
A S
P H
A L
T
CONC ASPHALT
GRAVEL
ASPHALT
M A
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
0' 100' 200'50'
MATCHLINE STA 55+50
GOSHEN CUTOFF STA. 50+00
d
GOSHEN CUTOFF CONNECTOR STA. 10+00.00
GOSHEN CUTOFF STA. 54+73.00 =
U.S. 27 STA. 1215+83.60 =
OF EDGE KEY
CONST. 54 LF
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
RT 1209+17 - 1211+00 2' FB SPCL CL II 1.0' 77 TON
RT 1211+00 - 1212+00 2' FB SPCL CL II 1.0' 70 TON
RT 1212+00 - 1213+00 NORM ROCK N/A N/A
RT 1213+00 - 1215+50 NORM ROCK N/A N/A
RT 1216+50 - 1220+00 NORM ROCK N/A N/A
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
LT 1205+30 - 1207+67 2' FB SPCL ECB 1.0' 238 SQYD
LT 1208+03 - 1208+50 2' FB SPCL ECB 1.0' 42 SQYD
LT 1208+50 - 1209+00 2' FB SPCL CL II 1.0' 28 TON
LT 1209+40 - 1210+40 2' FB SPCL ECB 1.0' 89 SQYD
LT 1211+00 - 1212+00 2' FB SPCL ECB 1.0' 89 SQYD
LT 1212+50 - 1212+85 2' FB SPCL ECB 1.0' 32 SQYD
LT 1214+50 - 1215+00 2' FB SPCL ECB 1.0' 45 SQYD
LT 1216+50 - 1220+00 NORM ROCK N/A N/A
PLANS
RIGHT OF WAY
GAS LINE
CAUTION
GAS LINE
CAUTION
GAS LINE
CAUTION
US 27
N o v e m b e r
D A
T E
P
L O
T T
E h la w le r
U S
E
S
H E
M r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
LINCOLN 8-196.00 R6
PLAN SHEET
STA. 1205+00 TO STA. 1220+00 SCALE: 1"=50'
V
A C
T I V
E
T R
A N
S P
O R
T A
T I O
N
D E S I G
N
D R
A W I N
G
P L
A N S
H E
E T
S
P L
D G
N F I
M
(Goshen Cutoff)
Prop R/W Prop R/W Prop R/W
Prop R/W
Prop R/W
Prop R/W
Pro p R /W
174.00
+08.00
92.68
+05.00
93.00
+18.00
91.74
+30.82
80.00
+50.00
104.00
+18.00 98.52
+56.66 85.00
+52.00 70.00
+78.00
70.00
+61.00
70.00
+68.00
128.00
+61.00
128.00
+21.45
75.00
+18.52
50.00
+00.00
69.00
+53.00
254.80
+25.00
273.76
+30.00 214.00
+09.00
69.00
+24.00
82.44
+98.10
80.00
+68.81
88.00
+51.00
112.00
+82.00
119.00
+50.00 115.00
+31.00
82.00
+53.00
74.40
+75.74
74.52
+25.74
78.16
+57.34
121.00
+22.00
75.34
+22.00
74.75
+56.84
121.00
+90.00
74.18
+90.00
85.76
+56.13
95.55
+55.47
71.32
+57.05
81.00
+75.74
71.00
+75.75
109.00
+92.00
109.00
+04.01
81.95
+05.74
109.00
+05.00
82.00
+17.00
86.00
+35.00
64.59
+17.00
75.00
+35.00
64.68
+35.00 85.69
+52.65
85.16
+53.15
72.06
+53.94
75.00
+48.00
85.01
+07.28
85.00
+12.00
72.60
+07.12
105.00
+46.00
95.00
+46.00
73.00
+46.00
94.00
+81.00
104.03
+05.78
87.00
+81.00
104.00
+10.00
98.00
+10.00
85.54
+05.55 92.00
+69.00
85.00
+85.00
75.00
+83.00
72.00
+48.00
73.03
+56.96
109.00
+09.00
75.00
+53.17
258.62
+07.01
P r o p
R
W
P r o p
R
W
64.74
+11.00
75.00
+11.00
75.00
+22.00 64.83
+22.00
121.00
+53.83
R/W
Prop
(Goshen Cutoff)
95.75
+41.07
90.78
+40.58
96.65
+31.96
97.98
+18.49 100.52
+93.66
105.47
+92.95
99.11
+83.76
104.06
+83.05
76.00
+00.00
48.00
+07.00
12'
12'
12'
12'
7'
7'
12'
12'
12'
12'
7'
7'
12'
10' PAVED SHLD
10' PAVED SHLD
10' PAVED SHLD
10' PAVED SHLD
11'11'11'
=R
R
55+00
PC 51+94.30
PT 52+77.45
PI 52+35.95
11' -11.00'
+65.00
22' -22.00'
+00.00
T A
P E
R
11'11'
180' @ 15:1 TAPER
P O
E
1.
N34°21'01"E
S '3
"E
S '5
"E
S42°17'25"W d d d
E=1.44'
R=600.00'
L=83.15'
T=41.64'
D
PI STA=52+35.95
GOSHEN CUTOFF RD
S '5
"E
R
2=R '5
R' 52=R
R
R'
R
R
4=R
R
2= R
'5 2=
R
=R
CONN. NO. 1
GOSHEN CUTOFF
P
P
P
P
P 110
P
P
P
P
P
P
P
P
P E
R M
A N
E
C E
S E
M E
N T
CITY OF STANFORD
COOLEY
DEBORAH W.
CORNELIUS (WIFE)
DAVID & JESSICA
HTW PROPERTIES, LLC
MURPHY OIL USA INC.
REAL ESTATE TRUST
ERIC ZORN, TRUSTEE, WAL-MART
HENSON (WIFE)
JOHN M. & WILMA
ALFORD, LLC
LOIS L. OLIVER
ARC RASFDKY001, LLC
BLUEGRASS MOBILE HOME PARK, INC
P
OWENS CHEVROLET INC.
P
SUSAN ANN CHERRY
SUSAN B. CHERRY &
P
ENTERPRISES, LLC
TRIPLE
(W
IF
E
H E
N S
IL
M
J
H
WENDELL R. MORRIS
OWENS CHEVROLET INC.
P
24" PIPE
922.83
T/G
923.50
T/G 923.59
T/G
928.81 T/G 927.88
T/G
929.38
T/G 930.55
T/G
J.B.
M.H.
2' SPCL DIT
2' SPCL DIT
2' SPCL DIT
2' SPCL DIT 2' SPCL DIT
15"
P I P
E
930.11
T/G
P I P
E
2' DIT
2' DIT SWL DIT
2' DIT
REMOVE
P I P
E
P I P
E
{ 24" PIPE {
24" PIPE
18" PIPE
18" PIPE
I E
912.03
O.E.
911.51
O.E.
O E
921.86
T.R.
928.49
T/R
J.B.
930.83
T/R
933.54
T/RREMOVE REMOVE
REMOVE
REMOVE
REMOVE
REMOVE REMOVE
REMOVE
DIT
2' SPCL
P I P
E
24" PIPE
18" PIPE
18" PIPE}
923.52
O.E.
923.70
I.E.
15" PIPE
CONST. LIMIT
S
CONST. LIMITS
C O
N S
T
L I
M I T
S
C O
N S
T
L I
M I T
S
CONST. LI
MITS
E
E
E
E
E
E
E
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
E
E
E
E
E
E
E
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
TB JB
W V
W M
WM
G L
M TEL JB
S S
M H
TB JB
WM
S S
M H
GLM
S S
M H
GLM E
E
E
E
E L
J B
Y S
W V
WM
W V
W S
WV W
M
W V
W
M WM
WV
WM
W V
WM
SANMH
S A
N M
H S
A N
M H
8" PVC
" P
V C
" P
V C
W V
W M
WM
G L
M TEL JB
S S
M H
TB JB
WM
S S
M H
GLM
S S
M H
GLM E
E
E
E
E L
J B
Y S
W V
W M
W V
W S
W V
WM
W V
W S
WV W
M
W V
W
M WM
WV
WM
W V
WM
SANMH
S A
N M
H S
A N
M H
8" PVC
" P
V C
" P
V C
G L
M
G L
M
G L
M
G L
M
G L
M G L
M
TB JB
ELJB
TL JBTL JB
TB JB
SD
SD
SD
W M
W V
WM WV
WM
WM
W V
5" PVC MARKER
ATMOS ENERGY
GLM
G L
M
GLM
SANMH
SANMH
SANMH
SANMH
SANMHSANMH
SANMH
SANMH
ELJB
TV JB
TV JB
TV JB
TV JB
TV JBTV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JBTV JB
TV JB
Y S
W V
1T V
1E
1E
FACE
SINGLE
(LF)
S I D
E
STA. TO
STA.
(EACH)
1RT 1205+00 1212+00
END TREATMENT
TYPE 4A
GUARDRAIL STEEL "W" BEAM US 27
REMOVE
S I D
E
STA. TO STA.
GUARDRAIL REMOVAL US 27
(LF)
RT 1205+96 1211+85 589
662.5
PIPE STA. 1213+76 SAFELOAD 5.3 CU YDS
PIPE STA. 1209+68 SAFELOAD 4.2 CU YDS
PIPE STA. 1206+15 SAFELOAD 3.9 CU YDS
WIDTH PIPE
STA.
S I D
E
SIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)
SURFACE
EACH
HDWLTYPE
LT ASPH
LT ASPH
N/A
N/AN/A N/A
ENTRANCES - US 27
1207+55
1209+19
1210+58 N/A N/A N/A
1212+35 N/A N/A N/A
LT
LT
LT 1213+20 N/A N/A N/A
ASPH
1213+90LT 36 ASPH 100 N/A N/A N/A
CONC
CONC
15 36
12 ASPH 171 N/A N/A N/AGOSHEN
HEADER CURB
CONSTRUCT 59 LF OF STANDARD
LT. STA. 1217+38 TO STA. 1217+97
EXISTING PAVEMENT
REMOVE 90 SQ YDS OF
LT. STA. 1217+39 TO STA. 1217+96
EXISTING CURB
REMOVE 115 LF OF
LT. STA. 1217+38 TO STA. 1217+97
LT 1205+08 36 ASPH N/A236 15 45
for Slope Construc tionTemp Eas ement for Slope Construction
Temp Easement
Temp Easement for Slope Const for Ent.Const
Temp Esmt
Const for Ent.
Esmt
Temp
Temp Drainage Esmt
Temp Drainage Esmt
Jason.baker Text Box Building 2
Jason.baker Polygon
Jason.Baker Callout P105 Cherokee
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
F
IL
L
W E
W E
S T E P S
S T E P S
S T E P S
S T E P S
S T E P S
DENSE VEGETATION
D E
N
G E T
A T
IO
N
D E
N
G E T
A T
IO
N
B A
N K
S T
B E L L
S T
L O
W E
L N
B E L L
S T
" R
C P
12" CP
12" CP
18" CP
" C
P
" R
C P
" R
C P
18" RCP
15" CMP
15" RCP
ELJB ELJB
ELJB
IP IP
IP IP
" C
P
IP
A S
P H
A L
T
A S P
H A L T
ASPHALT
ASPHALT
A S P
H A L T
G R
A V
E L
A S P H A L T
M A
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
0' 100' 200'50'
U.S. 27 STA. 1230+18.08
BANK ST. STA. 60+00
PLANS
RIGHT OF WAY
GAS LINE
CAUTION
GAS LINE
CAUTION
GAS LINE
CAUTION
GAS LINE
CAUTION
GAS LINE
CAUTION
US 27
N o v e m b e r
D A
T E
P
L O
T T
E b iv a n c h a k
U S
E
S
H E
M r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
LINCOLN 8-196.00 R8
PLAN SHEET
STA. 1220+00 TO STA. 1235+00
P
P
P
P
P
P
P
P
PROPERTIES 19, LLC
REALTY INCOME
OWENS CHEVROLET INC.
PBK BANK INC.
ESTRIDGE
JEAN DAVIDSON
JODY WELLS (WIFE)
JAMES D. &
JOHN M. & WILMA HENSON (WIFE)
THERESA LONG (1/2)
PATRICK O. SANDERS II (1/2)
IRREVOCABLE TRUST
THE CAUDILL FAMILY
P
REAL ESTATE TRUST
ERIC ZORN, TRUSTEE, WAL-MART
P
LLC
ENTERPRISES,
TRIPLE
P
ANGIE SULLIVAN (WIFE)
DONNIE S. &
12'
12'
12'
12'
7'
7'
12'
10' PAVED SHLD
10' PAVED SHLD
10' PAVED SHLD
12'
12'
12'
12'
7' 7'
4' PAVED SHLD
P C
PC 60+57.68
PT 61+20.30
PI 60+89.52
1'
1.
1.
1'
180' @ 15:1 TAPER
OF EDGE KEY
CONST. 16 LF
OF EDGE KEY
CONST. 20 LF
S '1 "E
S '3
"E
N '4
"W
N49°36'39"E
PC
3+
.0
P T
P I
9 d d
C d d d d d d d
E=10.29'
R=40.00'
L=52.08'
T=30.47'
D
PI STA=3+32.49
BELL STREET
E=5.28'
R=100.00'
L=63.58'
T=32.91'
D
PI STA=6+59.79
BELL STREET
E=3.58'
R=140.00'
L=62.62'
T=31.84'
D
PI STA=60+89.52
BANK STREET
RUNOFF = 215'
RUNOUT = 134'
E = 222.38'
R = 5000.00'(1) R = 5000.00'(2)
L = 2445.13'(1) L = 483.64'(2)
T = 1507.74'
D
P.I. STA. 1238+83.27
US 27
4=R
'05 =R
=R
R
'52=
R
=R
Prop R/W Prop R/W
Prop R/W
Prop R/W
76.00
+00.00
89.00
+63.00 84.00
+55.00
93.00
+94.00
100.00
+46.00
122.00
+08.00
81.12
+55.00 64.22
+23.53 84.20
+22.61
71.79
+02.00
95.00
+46.00
93.92
+55.03
78.26
+73.00
78.61
+83.00
30.00
+45.00
19.77
+45.00
99.71
+47.00
99.99
+58.00
82.52
+92.17
72.42
+92.04 83.86
+72.80
81.00
+58.00
70.51
+72.64
92.00
+15.00
78.00
+78.69 86.47
+83.45
86.00
+99.00
95.00
+99.00
73.00
+99.00
73.62
+83.31
74.45
+75.25
83.43
+74.98
73.83
+72.92
74.00
+00.00
86.00
+00.00
73.00
+65.00
140.00
+82.00
119.57
+46.16
63.63
+00.36
119.00
+48.00
80.00
+81.00
59.45
+47.75
63.00
+71.00
71.92
+45.05
61.36
+53.21
72.00
+98.00
62.00
+99.00
86.00
+50.00
222.00
+36.00
224.00
+89.00
181.00
+72.00
71.57
+78.47
146.00
+30.00
92.00
+30.00
68.00
+78.35
91.40
+37.93
24" PIPE
936.08
T/G
18" PIPE
2' SPCL DIT
2' SPCL DIT
2' SPCL DIT
2' SPCL DIT
2' SPCL DIT
15"
15"
S P
I T
P I P
E
18"
937.48
I.E.
915.16
O.E.
934.27
O.E.
924.68
O.E.
915.40
F.L.
REMOVE
DIT
2' SPCL
937.49
I.E.936.94
O.E.
921.24
I.E.
919.80
O.E.
939.88
O.E.
940.07
I.E.
CONST. LIMITS
CONST. LIMITS
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
E
E
E
E
E
E
E
TEL JB
WMW
M
T E
L
J
B
S S
M H
WV
G L
M
WM
S S
M H
TEL JB
T E L
J B
E
E
E
E
E L
J B
E
E
E
E
E L
J B
WV
W V
WM
W V
W M
WM
8" PVC
E
E
E
E
E le c t r ic
J c t
B x
T E L
J
BT
V
J x
TEL JB
WMW
M
T E
L
J
B
S S
M H
WV
G L
M
WM
S S
M H
TEL JB
T E L
J B
E
E
E
E
E L
J B
E
E
E
E
E L
J B
E
E
E
E
E L
J B
WV
W V
WM
W V
W M
WM
8" PVC
G L
M G L
M
T E L
J B
E L
J B
T E L
J B
E
E
E
E
E le c t r ic
J x
T V
J x
TELJB
TLJB
TLJB
TE JB
TV JB
TV JB
WV
WM
WV
GLM
SANMH
SANMH
SANMH
SANMH
ELJB ELJB
ELJB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
TV JB
E
1T
1T
V
WIDTH PIPE
STA.
S I D
E
SIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)
SURFACE
EACH
HDWLTYPE
ASPH
LT ASPH
N/A
N/A
ENTRANCES - US 27
1221+12
1230+18
RT 15 36
15 36
WIDTH PIPE
STA.
S I D
E
SIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)
SURFACE
EACH
HDWLTYPE
ASPH N/A21RT
ENTRANCES - BELL ST
2+93 19 N/A N/A
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
RT 1220+00 - 1220+75 2' FB SPCL ECB 1.0' 67 SQYD
RT 1228+50 - 1229+86 2' FB SPCL CL II 1.0' 76 TON
RT 1230+46 - 1235+00 NORM ECB 1.0' 404 SQYD
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
LT 1220+00 - 1220+50 2' FB SPCL ECB 1.0' 45 SQYD
LT 1221+50 - 1226+00 2' FB SPCL ECB 1.0' 400 SQYD
LT 1226+00 - 1228+50 NORM ECB 1.0' 223 SQYD
LT 1228+50 - 1229+00 2' FB SPCL ECB 1.0' 45 SQYD
LT 1229+00 - 1229+50 2' FB SPCL TRM 1.0' 56 SQYD
LT 1229+50 - 1230+00 NORM ECB 1.0' 45 SQYD
LT 1230+35 - 1234+00 NORM ROCK N/A N/A
LT 1233+00 - 1234+00 NORM ECB 1.0' 89 SQYD
LT 1234+00 - 1234+50 2' FB SPCL ECB 1.0' 45 SQYD
LT 1234+50 - 1235+00 2' FB SPCL CL III 1.0' 45 TON
1220+38
STA.
S I D
E
RT
GUARDRAIL REMOVAL US 27
TO
- 1228+61
STA.
(LF)
REMOVE
RT 1234+13 - 1235+00 96
FACE
SINGLE
(LF)
S I D
E
STA. TO
(EACH)
RT 1221+20 6501228+00
LT 1234+50 - 1235+00 1
STA.
END TREATMENT
TYPE 4A
TERMINAL SECT.
(EACH)
N0. 1
62.5
FACE
SINGLE
(LF)
S I D
E
STA. TO
(EACH)
RT
GUARDRAIL STEEL "W" BEAM BELL ST
GUARDRAIL STEEL "W" BEAM US 27
3+12
TERMINAL SECT.
N0. 1STA.
4+28 112.5
SAFELOAD 1.2 CU YDS
PIPE STA. 1229+62
SCALE: 1"=50'
V
A C
T I V
E
T R
A N
S P
O R
T A
T I O
N
D E S I G
N
D R
A W I N
G
P L
A N S
H E
E T
S
P L
D G
N F I
M for Slope Construction Temp Easement
Temp Easement for Slope Construction
Entrance Construction
For
Temp Esmt
C on s tr u ct io n
T em p
E a s e f or E n t
26.00
+24.00
20.72
+24.00
20.71
+13.00
36.00
+13.00
19.30
+12.58
36.00
+13.00
38.00
+94.00
65.00
+06.00 57.77
+06.00
Temp Ease for Slope Const
Entrance Construction
Temp Easement for
23.97
+06.00 (Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St)
C on s t
S lo p e f or em p
E s m t
(Bank St)
(Bank St)
Jason.baker Callout Sign & Single Head Lot Light
Jason.Baker Callout P114 PBK Bank
993 US 27 N
POST
P O
S T
POST
POST
M A
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
U.S. 27 STA. 1238+64.86
SENIOR WAY STA. 70+00
U.S. 27 STA. 1244+75.00
CLUBSIDE DR. STA. 80+00
SENIOR WAY STA. 71+17.45
BELL ST. STA. 8+00
d
RIDGEWAY RD. TIE STA. 10+00.00
RIDGEWAY RD. CONN. STA. 79+08.00
RIDGEWAY RD. CONNECTOR
RIDGEWAY RD. TIE
US 27
P O
B
P O
B
SAFELOAD 5.0 CU YDS
PIPE STA. 1247+73
SAFELOAD 4.9 CU YDS
PIPE STA. 1238+76
SAFELOAD 15.7 CU YDS
PIPE STA. 1236+33
SAFELOAD 14.2 CU YDS
PIPE STA. 1235+44
PLANS
RIGHT OF WAY
REVISED PLAN DATE: JANUARY 10, 2020
M-3 963.930
P-6967.826
923.1
W.E.
STEPS
STEPS
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION DENSE VEGETATION
DENSE VEGETATION
DENSE VEGETATION
LANCASTER RD
H I G
H L
A
S E
N
IO
Y
W R
C L U B S
ID
E
D R
C L
U B S
ID
" R
C P
" R
C P
15" CMP
15" CMP
18" CMP
R C P
" R
C P
" R
C P
15" CMP
15" CMP
IP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
S
P H
A L
T
ASPHALT
GRASS
EARTH
S I G
N
IP
IP
IP
IP
A S
P H
A L
T
A S
P H
A L
T
A S
P H
A L
T
L A
K E
V
IE
RWM
A S P
H A L T
A S P
H A L T
RIDGEWAY ROAD
RIDGEWAY ROAD
VEGETATION
DENSE
Prop R /W
Prop R/W
124.43
+53.60
97.58
+31.92
101.34
+42.44
110.69
+85.90 108.88
+92.81
209.00
+70.00
114.00
+35.00
189.00
+47.00
196.45
+31.47
202.00
+20.00
84.00
+98.00
89.00
+04.00
111.34
+42.51
127.58
+31.44
102.40
+63.97
2.83
+93.70
66.59
+92.67
0.36
+41.50
9.64
+41.45
102.32
+88.29
22.35
+37.77
2.35
+37.48
0.16
+06.65
8.69
+86.93 1.31
+86.87
101.61
+03.79
100.86
+34.72
26.71
+98.45
140.60
+79.55
138.70
+77.11
158.00
+00.00 155.00
+52.00 129.00
+00.00
92.00
+30.00
82.00
+00.00 76.63
+68.16
124.00
+10.00
210.00
+25.00
124.82
+87.55
156.05
+32.67
91.40
+37.93 89.96
+57.74
21.00
+82.00
42.00
+14.00
45.00
+55.00
14.69
+66.92
21.23
+20.56
80.11
+70.96
Rd Tie)
(Ridgeway
Rd Conn)
(Ridgeway
Rd Conn)
(Ridgeway
Rd Conn)
(Ridgeway
Rd Conn)
(Ridgeway
P rop
R
W
79.16
+16.87 103.33
+78.96
105.96
+20.27
10’ PAVED SHLD
10’ P
AVED SHLD
10’ PAVED SHLD
10’ PAVED SHLD
12’
12’
12’
12’
7’
7’
12’
12’
12’
12’
7’
7’
12’
4’ P
AVED S
HLD
4’ PAVED SHLD
P C
C
P I
1’
1.
96’ @ 8
:1 TAPER
1’
1.
96’ @ 8:1 TAPER
1.
1’
180’ @ 12:1 TAPER
385’ @ 55:1 TAPER
385’ @ 55:1 TAPER
1’
1.
OF EDGE KEY
CONST. 18 LF
OF EDGE KEY
CONST. 18 LF
OF EDGE KEY
CONST. 22 LF
OF EDGE KEY
CONST. 24 LF
OF EDGE KEY
CONST. 16 LF
S ’0
"E
N72°27’06"E
S ’0
"E
P C
P R
C
P T
P I
PI 7+43.31
PC 70
+89.
P T
1+
P C
P T
.0
P I 1+
.9
P I
PC 80+70.93
PT 81+50.44
PI 81+12.08
P C
PT 79+31.46
PI
9+ .6
P C
P T
P I
PC 6
+31.
PT 6+49.02
PI 6+40.31
d d d d dd d d d d
C d d d d d d d d
E=13.11’
R=100.00’
L=97.23’
T=52.85’
D
PI STA=7+43.31
BELL STREET
E=15.73’
R=75.00’
L=89.65’
T=51.06’
D
PI STA=71+40.91
SENIOR WAY
E=6.56’
R=100.00’
L=70.56’
T=36.82’
D
PI STA=72+86.28
SENIOR WAY
d
E=6.60’
R=125.00’
L=79.51’
T=41.15’
D
PI STA=81+12.08
CLUBSIDE DRIVE
d d
E=8.05’
R=50.00’
L=53.30’
T=29.50’
D
PI STA=79+07.66
RIDGEWAY ROAD CONN.
RUNOUT = 215’
RUNOFF = 134’
E = 222.38’
R = 5000.00’(1) R = 5000.00’(2)
L = 2445.13’(1) L = 483.64’(2)
T = 1507.74’
D
P.I. STA. 1238+83.27
US 27
E=7.96’
R=150.00’
L=95.63’
T=49.51’
D
PI STA=9+18.40
RIDGEWAY ROAD TIE
d
P
P 122
P
P
P
P d
124L
P
ACCESS EASEMENT
DONNIE S. & ANGIE SULLIVAN (WIFE)
DIANA C. YADEN
ENTERPRISES, LLC
BREWSTER AND NOE
UPCHURCH (WIFE)
JACK G. & ANN P.
SEAN PENMAN
LINCOLN COUNTY FISCAL COURT
THE TABERNACLE CHURCH
957.65
T/G
2’ SPCL DIT
2’ SP
CL DI
T
15" PIPE
2’ SPCL DIT
R E
M O
V E
P I P
E
P I P
E
928.59
T/G
918.53
O.E.
944.59
O.E.
REMOVE
REMOVE
REMOVE
ELEV.=958.83
BERM
2’ S
PCL
DI
T
2’ SPCL DIT
P I P
E
927.41
I.E.
18"
CONST. LIMI
TS
CONST. LIM
ITS
E E
E
E
E
E
E
E
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
E E
E
E
E
E
E
E
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
G L
M
G L
M
G L
M
WM
EL JB
TEL JB
TEL JB
T E L
J B
WV
S A
N M
H
WM
SANMH
W M
W V
SANMH
W V
" P
V C
8" P
VC
" P
V C
GLM
G L
M
G L
M
G L
M
WM
EL JB
TEL JB
TEL JB
T E L
J B
WV
S A
N M
H
WM
SANMH
W M
W V
SANMH
W V
" P
V C
8" P
VC
8" P
VC
" P
V C
GLM
GLM
GLM
GLM
GLM
GLM
GLM
GLM
SANMH
TELJB
ELJB
ELJB
TELJB
TELJB
SD
SIGN
T E L
J B
Metal Lid
WM
WV
G L
M
G L
M
G L
M S
A N
M H
TV J
B
TV J
B
TV J
B
TV J
B
TV J
B
TV J
B
TV J
B
E
E
E
E
EL JB
E
E
E
E
EL JB
US 27
J a n u a
D A
T E
P
L O
T T
E s e p h g o s s a g e
U S
E
S
H E
M r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
LINCOLN 8-196.00 R10
PLAN SHEET
STA. 1235+00 TO STA. 1250+00
FACE
SINGLE
(LF)
WIDTH PIPE
SIZE (IN) LENGTH (FT)(LF) TYPE AREA (SQYD)
SURFACE
EACH
HDWLTYPE
EX R
/W
EX R
/W
EX R/W
EX R/W
0’ 100’ 200’50’
S I D
E
STA. TO
(EACH)
LT 1235+00 1238+54
LT - 1250+00
STA.
(EACH)
NO. 1
FACE
SINGLE
(LF)
S I D
E
STA. TO
STA.
(EACH)
1RT 350
GUARDRAIL STEEL "W" BEAM BELL STREET
4+28 7+74
TERMINAL SECT.
TERMINAL SECT.
GUARDRAIL STEEL "W" BEAM US 27
END TREATMENT
NO. 1
TYPE 4A
1246+62.50
1235+00
STA.
GUARDRAIL REMOVAL US 27
TO
- 1239+48
STA.
(LF)
REMOVE
S I D
E
RT
STA.
S I D
E
ASPH N/A18 36
ENTRANCES - US 27
1238+65 43318LT
1245+02 - 1248+12 326RT
1248+40 - 1250+00 172RT
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
RT 1235+00 - 1236+50 2’ FB SPCL ECB 1.0’ 134 SQYD
RT 1236+50 - 1238+00 2’ FB SPCL ECB 1.0’ 134 SQYD
RT 1243+50 - 1244+50 V’ SPCL ROCK N/A N/A
RT 1245+00 - 1247+00 2’ FB SPCL ECB 1.0’ 178 SQYD
RT 1246+00 - 1247+00 2’ FB SPCL CL II 1.0’ 42 TON
RT 1248+00 - 1248+50 V’ SPCL CL III 1.0’ 45 TON
RT 1248+50 - 1250+00 NORM ECB 1.0’ 134 SQYD
DITCHES US 27
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
LT 1235+00 - 1235+50 2’ FB SPCL CL III 24" 34 TON
LT 1235+50 - 1238+47 2’ FB SPCL CL III 24" 198 TON
LT 1238+83 - 1239+00 2’ FB SPCL ECB 1.0’ 16 SQYD
LT 1239+00 - 1241+50 NORM ECB 1.0’ 223 SQYD
LT 1241+50 - 1244+50 NORM ROCK N/A N/A
LT 1245+00 - 1246+50 NORM ROCK N/A N/A
LT 1246+50 - 1247+00 NORM ECB 1.0’ 45 SQYD
LT 1247+06 - 1248+00 NORM ECB 1.0’ 84 SQYD
LT 1248+00 - 1249+00 2’ FB SPCL ROCK N/A N/A
LT 1249+00 - 1250+00 V’ SPCL ROCK N/A N/A
DITCHES LAKEVIEW DRIVE
S I D
E
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE DEPTH QUANTITY
N/A 5+11 - 5+15 2’ FB SPCL* CONC 1’ 3 SQ YD *PVD DIT. TY 1
for B uildin g Rem ovalTemp
Eas ement
Entrance Cons truction
Temp Easeme nt for
Permanent Dr ainage Easem ent
80.61
+70.86
87.00
+89.00
78.00
+83.00
53.00
+64.00
59.00
+23.00
57.00
+70.00
17.30
+43.87
17.34
+85.00
31.00
+85.00
102.16
+16.58
58.00
+75.00
35.00
+40.00
40.00
+40.00
42.00
+97.00
43.00
+66.00
(Bell St)
(Bell St)
(Bell St)
(Bell St)
(Bell St) (Bell St)
(Senior Way)
(Senior Way)
(Senior Way)
(Senior Way)
(Senior Way)
(Lakeview)
(Lakeview)
(Clubside)
(Clubside)
(Clubside)
C o n s t f o r
E n t
E a s e m e n t
T e m p
Construction for Entrance
Temp Easement
SCALE: 1"=50’
U
P R
O J
E C
T S
V
1\
P L
D G
N F I
M
Jason.baker Polygon
Jason.Baker Callout P124 The Well Inc
1708 US 27 N
0’ 200’ 400’100’
M A
T C
H L I N
E
S
T A
G O
S H
T O
K Y
KY
W A
L M
A
I V
E
C O
T T
E
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
WENDELL R. MORRIS 20% INTEREST
OWENS CHEVROLET INC. 80% INTEREST
P
HENSON (WIFE)
JOHM M. & WILMA JOHM M. & WILMA HENSON (WIFE)
P
P
P
P
P
SHEILA GAIL MULLINS, ET AL
SUSAN ANN CHERRY
SUSAN B. CHERRY & LOIS L. OLIVER
ALFORD, LLC
BLUEGRASS MOBILE HOME PARK, INC
CORNELIUS (WIFE)
DAVID & JESSICA
COOLEY
DEBORAH W.
MURPHY OIL USA INC.
REAL ESTATE TRUST
ERIC ZORN, TRUSTEE, WAL-MART
TRIPLE ENTERPRISES, LLC
OWENS CHEVROLET INC.
ROBERT H. & ROSE C. NOE (WIFE) (1/2)
DAN L. & JANE N. BARNETT (WIFE) (1/2)
P
ARC RASFDKY001, LLC
P
CITY OF STANFORD
P
OWENS CHEVROLET INC.
P
ROSE MARIE NOE (WIFE)
ROBERT H. NOE AND
P
P for Landscape Removal
Temp Easement
Prop R/W
Prop R/W
Prop R/W Prop R/W Prop R/W
Prop R/W
Prop R/W
Pro p R /W
Prop R/W
P r o p
R
W
Prop R/W
P r o p
R
W
Prop R/W
Prop R/W
P
PROPERTIES 19, LLC
REALTY INCOME
P
P NINA ISON
HTW PROPERTIES, LLC
P
P
PROTECTION DISTRICT
LINCOLN COUNTY FIRE
P
NEWCOMB OIL CO., LLC
REVISED PLAN DATE: JANUARY 10, 2020
PLANS
RIGHT OF WAY
RIGHT OF WAY STRIP MAP
J a n u a
D A
T E
P
L O
T T
E s e p h g o s s a g e
U S
E
S
H E
M r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
LINCOLN 8-196.00 R22
SHEET 1 OF 2
100SCALE: 1"=
U
P R
O J
E C
T S
V
1\
R W
S
T R I P
M A
P 1.
D G
N F I
M
WALMART CENTER
STA 50+00 GOSHEN CUTOFF
STA 1215+83.60 US 27=
For Entr Const
Esmt
Temp
Temp Esmt For Building Removal for Slope Construc tionTemp Eas ement
Temp Easement for Slope Const
For Entr Const Esmt
Temp for Slope Construction
Temp Esmt
Temp Easement for Slope Construction
Entrance Construction
Temp Esmt For
Temp Esmt for Drainage
US 27 STA 1193+00
BEGIN CONSTRUCTION
US 27 STA 1196+76.86
BEGIN R/W PROJECT
Jason.Baker Polygon
Jason.Baker Callout P105 Cherokee
0’ 200’ 400’100’
A
T C
H L I N
E
S
T A
P
P
P
P
P
P
P
P
P
P
P
P
B A
N K
S T R E E T
B E L L
S T
R E E T
S E
N I
Y
C L
U B
S I
I V
E
L A
K E
V I
THERESA LONG (1/2)
PATRICK O. SANDERS II (1/2)
ESTRIDGE
JEAN DAVIDSON
LINCOLN COUNTY FISCAL COURT
SEAN PENMAN
UPCHURCH (WIFE)
JACK G. & ANN P.
ENTERPRISES, LLC
BREWSTER AND NOE
DIANA C. YADEN
CHURCH
THE TABERNACLE
PBK BANK INC.
IRREVOCABLE TRUST
THE CAUDILL FAMILY
P
P
P
P
124L
P
124L
P
DONNIE S. & ANGIE SULLIVAN (WIFE)
Prop R/W
P rop
R
W
Prop R/W
Prop R/W
P rop
R
W
P r o p
R
W
P
P
P
WILMA HENSON (WIFE)
JOHN M. HENSON &
JODY WELLS (WIFE)
JAMES D. &
OWENS CHEVROLET, INC.
R
ID
G E
W
Y
REVISED PLAN DATE: JANUARY 10, 2020
PLANS
RIGHT OF WAY
RIGHT OF WAY STRIP MAP
J a n u a
D A
T E
P
L O
T T
E b iv a n c h a k
U S
E
S
H E
M r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
LINCOLN 8-196.00 R23
SHEET 2 OF 2
100SCALE: 1"=
U
P R
O J
E C
T S
V
1\
R W
S
T R I P
M A
P
D G
N F I
M
US 27 STA 1260+00.00
END CONSTRUCTION
for Building Removal
Temp Easement
Temp Easement for Slope Construction for Slope Const
Temp Easement for Slope Const
Temp Easement
Construction for E ntrance
T em p E asem ent
Co ns tr uc tio n fo r
En tr an ce
Te mp E as em en t
Temp Ease for Ent Const
Ent Const
Temp Ease for
Permanent Easement For Drainage
US 27 STA 1247+62.94
END R/W PROJECT
Jason.Baker Polygon
Jason.Baker Polygon
Jason.Baker Callout P114 PBK Bank
993 US 27 N
Stanford, KY 40484
Jason.Baker Callout P124 The Well Inc
1708 US 27 N
| 08-0196.00 RW REV 1 Full 6 |
| 08-0196.00 RW REV 1 Full 9 |
| strip map.pdf |
| 08-0196.00 RW REV 1 Full 30 |
| 08-0196.00 RW REV 1 Full 31 |
File details come from the government source that posted it. Updated .