Plan Pages from 02-8802-ROW Revision 5 Half Size Parcel 82.pdf
PDF 558 KB Posted
- Attached to
- Demolition Svc Muhlenberg P. 82
- Solicitation number
- RFB-605-2600000086-1
- Issued by
- Montgomery County, Kentucky
About this file
This document is a Kentucky Transportation Cabinet (KYTC) right-of-way plan for the reconstruction and widening of Kentucky State Route 181 in Muhlenberg County. The project extends from Station 133+00 to 148+00, involving road reconstruction, widening, and various infrastructure improvements. The plan details entrance construction for multiple side roads and intersections, including Nebo Cemetery Road, Nebo Lane, and KY 2533, with specific entrance width specifications ranging from 8' to 12'. The project includes removing structures like a garage, channel lining, ditch construction, and road surface treatments using materials such as erosion control blankets (ECB) and geotextile fabric.
The right-of-way plan encompasses multiple property owners, including Linda W. Hawkins, Teresa M. Bryant, Stewart & Marsha Epley, and others. The document provides detailed surveying information with precise geographic coordinates, station markers, and alignment details. The plan was originally created on September 7, 2005, and revised on February 13, 2025, indicating a long-term planning and implementation process. The project involves extensive road engineering, including pipe installations, road profile adjustments, and right-of-way modifications across approximately 15 station points, with specific attention to drainage, road width, and intersection improvements.
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N12°50'59"W
N12°18'40"W
N °0
'0 "E
N '1
E
4 POWER
1 P O
W E
R
1 P
H O
N E
S P
S P
W V
W M
S P
W M
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WV
W V
4 POWER, 2 CABLE, 1 PHONE
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P
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C A
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4 POWER, 1 PHONE
2 POWER, 1 CABLE
C
A B
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4 POWER, 1 PHONE
2 CABLE
1 P O
W E
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1 P
H O
N E
4" STEEL
4" STEEL
" S
T E
E L
4"
STEEL
4" STEEL
4" STEEL
G R
A V E L
G R
A V
E L
A S
P H
A L
T
A S
P H
A L
T
A S P
H A L T
IP
(TO BE REMOVED)
STORAGE TANK
UNDERGROUND
1 STORY,
MOBILE
HOME
1 STORY,
WOOD FRAME
SHED
GARAGE
1 STORY,
WOOD FRAME
GARAGE
GARAGE
1 STORY,
WOOD
FRAME
CARPORT
CARPORT
CARPORT
1 STORY,
WOOD FRAME
SHED 1 STORY,
MOBILE
HOME
CARPORT
1 STORY,
BRICK
FORMER MINE
TIPPLE
FORMER MINE
TIPPLE
1 STORY,
BRICK
SHED
GARAGE
(DO NOT DISTURB)
TELECOM BOX
(DO NOT
DISTURB)
(DO NOT
DISTURB
EX. CISTERN)
W V
WM
WV
TARA L FULKERSON
STEVE L &
STEWART & MARSHA EPLEY
TERRY EVITTS
JAMES AND PATRICIA LOCKE
VICKIE BETHEL
DOYLE &
SUSAN MARIE KING
TODD ROBERT &
P
P85
P
P
P
P
P
P
P
DANA BROWNING
LEGON & WILDA FAYE MCDONALD
CRAIG DAVENPORT
P
COREY A. STEPHENS
ASHLEY S. HENDRIX &
NATHANIEL SPARKS
HEATHER AND
P
P
P
P
PROPERTY OWNERS
BELLSOUTH TELECOMMUNICATIONS, LLC
P
DALE LEE
ROBERT
109.94
+76.61 79.88
+07.51
67.00
+85.86
-50.00
+02.53
113.00
+75.00120.00
+50.00
65.00
+00.00
65.00
+16.59
50.00 +63.89
81.00 +94.00
50.00
+72.00
80.00
+50.00
67.00
+91.45
-62.27
+69.14
-64.00
+70.00
-95.00
+70.00
-82.00
+90.00
31.00
+41.97
37.00
+54.97
-65.00
+65.00
61.00
+98.97
-66.80
+00.00
75.00
+30.00
50.00
+30.0050.00
+12.00
50.00
+25.00 50.00
+00.00
72.00
+87.23
-63.79
+20.09
-50.00
+50.00
98.00 +89.00
89.00 +00.00
-81.43
+95.00
85.00
+85.00
-58.00
+45.00
125.89
+21.11
133.39
+96.71
31.93
+84.74
37.58
+45.61
-18.30
+62.02
-50.00
+64.00 -40.00
+68.51
106.28
+20.49
124.65
+88.01
112.00
+50.00
92.00
+10.00
67.00
+13.57
-96.00
+15.00
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32.33
+88.97
90.00
+57.97
21.77
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19.28
+61.96
98.00
+65.00
106.94
+65.17
69.54
+85.87
-50.00
+00.00
-65.00
+25.00
-50.00
+18.40
-67.46
+75.00
-180.00
+40.00
-185.00
+61.00
-20.07
+98.28
-50.00
+49.51
-12.69
+92.55
50.00
+20.65
83.11
+58.0750.00
+57.71
50.00
+87.73
50.00
+99.58
73.02
+90.24
50.00
+67.47
40.52
+86.88 40.57
+00.00
49.65
+01.02
-32.48
+73.02
-32.57
+74.34
14.02
+62.47
-73.02
+76.81
-50.00
+85.08 -50.00
+93.34
50.00
+01.51
17.17
+57.35
-50.00
+93.37
N 52°48'32" E- 29.31'
N 03°02'36" W- 176.01'
N 39°13'34" W- 71.20'
S 37°41'08" W- 212.77'
S 44°23'55" W- 80.87'
N 35°29'32" E- 130.52'
N 37°38'10" E- 164.12'
N 42°57'55" E- 51.13'
N 60°23'07" E- 24.39'
S 05°59'52" E- 90.80'
N 48°20'59" W- 5.28'
S 05°59'54" E- 0.03'
S 50°17'03" W- 42.67'
N 63°09'54" W- 38.87'
N 63°14'48" W- 64.13'
N 40°43'23" W- 30.11'
N 77°09'01" E- 31.00'
N 02°55'25" W- 81.22'
-19.72
+58.48
S 12°47'54" E- 399.63'
S 84°23'13" E- 105.24'
N 15°30'31" W- 280.23'
N 26°07'34" W- 57.76'
N 84°40'03" E- 13.89'
S 12°18'40" E- 54.40'
N 18°01'18" W- 30.15'
N 10°46'42" W- 214.22'
N 79°18'39" E- 22.28'
S 12°18'40" E- 68.51'
S 77°41'20" W- 10.00'
S 12°18'40" E- 181.60'
N 26°07'34" W- 5.06'
N 05°59'52" W- 151.16'
N 71°21'18" E- 61.43'
S 21°38'24" E- 25.96'
S 20°53'55" W- 154.74'
S 68°19'40" E- 3.46' N 06°11'07" W- 62.48'
S 36°49'43" E- 29.65'
S 68°19'40" E- 50.75' N 10°03'39" W- 82.88'
N 58°56'54" E- 15.96'
S 00°30'44" E- 89.84'
S 42°10'50" E- 39.89'
N 12°50'59" W- 137.06'
N 76°31'36" E- 33.11'
S 75°39'24" E- 4.70'
S 10°37'33" E- 162.04'
S 41°47'16" W- 14.05'
N 12°51'03" W- 133.38'
N 12°18'40" W- 133.45'
S 21°53'38" E- 78.09'
S 12°37'17" E- 132.41'
N 12°18'40" W- 87.73'
N 78°59'31" E- 22.00'
S 5°02'52" E- 39.54'
N 12°18'40" W- 111.86'
S 80°14'00" E- 24.85'
S 5°02'52" E- 63.28'
S 22°08'41" E- 40.84' N 12°18'40" W- 67.89'
N 80°00'37" E- 17.01'
S 22°08'41" E- 35.27'
S 12°18'40" E- 41.79'
N 12°18'40" W- 32.53'
N 79°54'06" E- 26.50'
N 12°20'48" W- 86.88'
S 12°18'40" E- 119.07'
S 33°14'35" E- 74.56'
S 77°41'20" W- 9.43'
S 12°18'40" E- 5.59'
N 24°35'19" W- 175.33'
50.00
+00.00
67.00
+66.79
-40.00
+00.00
87.29
+55.92
50.00
+11.26
12.71
+92.98
50.00
+63.16
ENTR. CONST.
FOR
TEMP. ESMT.
ENTR. CONST.
FOR
TEMP. ESMT.
ENTR. CONST.
FOR
TEMP. ESMT.
ENTR. CONST.
FOR
TEMP. ESMT.
CONST.
FOR CHANNEL
TEMP. ESMT.
ENTR. CONST.
FOR
TEMP. ESMT.
APPR. CONST.
FOR
TEMP. ESMT.
FOR ENTR. CONST.
TEMP. ESMT.
CHORD = S 8°11'42" E- 187.80
R = 2450.00, ARC = 187.84
63.00
+48.00
63.00
+15.00
50.00
+25.00
67.00
+25.00 67.00
+48.00
-64.25
+95.00
-68.00
+55.00
S 72°52'05" E- 30.02'
S 10°37'33" E- 44.11'
S 7°11'29" W- 50.92'
ENTR. CONST.
FOR
TEMP. ESMT.
50.00
+91.08
& ENTR. CONST.
FOR SLOPE
TEMP. ESMT.
73.79
+25.00 52.00
+38.00
FOR BLDG. REMOVAL
TEMP. ESMT.
PERM. ESMT.
524.64
O.E. =
24" RCP
534.12
I.E. = 525.14
O.E. =
30" RCP EXT.
527.83
I.E. =
EXT.
30" RCP
24" RCP EXT.
503.82
I.E. =
501.41
O.E. =
24" RCP EXT.
18" PIPE
18" PIPE
542.20
O.E. =
543.43
I.E. =
541.72
I.E. =
540.94
O.E. =
2' FB
2' F B
2' FB
2' F B
2' FB
2' FB
2' FB
546.97
G.E. =
REMOVE
30" PIPE LINER
24" PIPE LINER
' F
B
2' FB
YE F
P
N
M
L
D
G
H
I
J
K
O
D
E
F
G
H
I
J
K
L
M
N
O
P
S
T
V
W
X
Z
AA
S
T
U
V
W
X
Y
Z
U AA
BB
CC
DD
FF
GG
HH
II
JJ
KK
BB
CC
DD
EE
FF
GG
HH
II
JJ
EE
KK
LL
MM
OO
PP
RR
SS
TT
UU
VV XX
ZZ
LL
MM
NN
OO
NN
PP
RR
SS TT
UU
VV
XX
AAA
ZZ
AAA
BBB
CCC
DDD
EEE
EEE
IIA
JJJ
HHA
JJJ
IIA
HHA
FFF
HHH
FFF
HHH
GGG
GGG
BBB
CCC
DDD
KKK
NNN
MMM
LLL
KKK
LLL
MMM
NNN
OOO
PPP
QQQ
RRR
OOO
PPP
QQQ
RRR
SSS
TTT UUU
VVV
WWW
XXX
YYY
SSS
TTT
UUU
VVV
WWW
XXX
YYY
ZZZ
ZZZ
III
JJJ
III
JJJ
JJA
JJA
R
R
11'
11'
11'
11'
.1
R
.6 '7
TAPE
R
8' 8'
T A P E
R
'10
' T
A P E R
R
R
R
35R
R
R
R
R
PROP. R/W
PRO
P. R/W
PROP. R/W
EX. R/W
EX. R/W
EX.
R /W
E X . R /W
OF EDGE KEY
CONST. 18 L.F.
OF EDGE KEY
CONST. 14.6 L.F.
OF EDGE KEY
CONST. 16 L.F.
REMOVE
REMOVE
.1
P C
19+ 54.74
PT
.1
P O
B
20+ 00.00
PO
E
NEBO CEMETERY RD / KY 2533 STA. 50+00.00
KY 181 STA. 137+24.50 =
STA. 45+33.70
BEGIN CONST.
STA. 16+01.52
BEGIN CONST.
NEBO LN. STA. 20+00.00
NEBO CEMETERY RD. STA. 49+17.22 =
STA. 51+51.46
END CONST.
STA. 142+00.00
BEGIN OVERLAY WIDENING
RECONSTRUCTION & WIDENING
END FULL DEPTH
O p e n R o a d s D e s ig n e r v
.1
.2
.2
COUNTY OF ITEM NO. SHEET NO.
Muhlenberg 2-8802.00 R16
SCALE: 1" = 50'
STA 133+00 TO 148+00
KY 181
S e p te m b e r
D A
T E
P L
O T
T E
D h b ru c e
U S
E R
F
E
N G
R \H
D
.0
K
Y
W
ID
E N
IN
G
M
U H
L E
N B
E R
G \P
H A
S E
I I\
C A
D \P
L A
N P
R O
D U
C T
IO
N
\P L
A N
\0
R
P L
A N
.D G
N F
IL
E
N A
M E
PLANS
RIGHT OF WAY
.0
M A
T C
H L
IN
E
S
T A
.0
M
A T
C H
L
IN
E
S
T A
N E B
O C
E M
E T E R
Y R
D
NEBO
LN.
KY 181
K Y
HAWKINS
LINDA W
P
BRYANT
TERESA M
JEREMY L &
P
24" RCP
15" RCP
30" RCP
24" RCP
" R
C P
SIDE ROAD PROFILES
SEE SHEET R22 FOR
REVISED PLANS DATE: FEBRUARY 13, 2025
0' 100' 200'50'
(Y)3614889.7073
P.O.E.(X)4500976.6251
(y)3614873.5892 p.i.(x)4500933.8382
(Y)3614869.1242
P.O.B.(X)4500902.3835
ENTR. RT. STA.135+84.00
(Y)3615946.4985
P.O.E.(X)4500768.9752
(y)3615917.6270 p.i.(x)4500708.1144
(Y)3615911.0608
P.O.B.(X)4500678.0272
ENTR. RT. STA.146+50
(Y)3614744.3892
P.O.E.(X)4500699.4200
(y)3614694.6387 p.i.(x)4500647.3128
(Y)3614715.9657
P.O.B.(X)4500618.0313
ENTR. RT. STA.46+03.97
(Y)3614565.6859
P.O.E.(X)4500869.1543
(y)3614628.7456 p.i.(x)4500863.4146
(y)3614687.4481 p.i.(x)4500886.0990
(Y)3614691.2956
P.O.B.(X)4500922.7196
ENTR. LT. STA.134+05.00
(Y)3615112.0312
P.O.E.(X)4500923.8403
(y)3615106.0596 p.i.(x)4500942.2443
(Y)3615059.1584
P.O.B.(X)4500969.0104
ENTR. LT. STA.53+03.93
(Y)3616012.6693
P.O.E.(X)4500655.8525
(y)3616005.4232 p.i.(x)4500622.6495
(Y)3615954.3549
P.O.B.(X)4500583.4792
ENTR. LT. STA.147+54.00
(Y)3614984.8976
P.O.E.(X)4500542.8047
(y)3615013.5025 p.i.(x)4500555.0530
(Y)3615079.1420
P.O.B.(X)4500636.8723
ENTR. LT. STA.47+91.83
(Y)3615370.8988
P.O.E.(X)4500890.9145
(Y)3615350.4969
P.O.B.(X)4500801.4753
ENTR. RT. STA.140+77.00
ENTRANCE CONSTRUCTION
WIDTH
PIPE
ENTRANCE
ASPHALT
SQYD
RT
LT/
STATION LOCATION
9'LT 134+05 178
RT 12' 118
RT 12' 140
13112'140+77RT
135+84
146+50
NONE
18" - 40 LF
NONE
NONE
LT 8' 89147+54 NONE
RT KY 2533 51+04 12' 124 NONE
LT NEBO CEM. RD 46+04 12' 89 NONE
LT NEBO LN 17+92 12' 182 NONE
RT
LT/
STATION LOCATION
TYPE
RT
REMOVE STRUCTURE
46+65 GARAGE
NEBO CEMETERY RD.
QTY.
SIZE/TYPE
CHANNEL LINING
QUANTITYTYPE TD
DITCH CONSTRUCTION
2' FB
2' FB
STA TO STA
RT
LT/
LT
RT 138+60 - 140+50
RT 141+00 - 144+00
133+00 - 134+00
ECB
LT
2' FB CL. III 50 TONS
141+50 - 144+00
CL. II
CL. III
LT
RT
144+00 - 145+50
144+00 - 144+50
2' FB
2' FB
2' FB
1.25
0.5
0.5
0.5
0.5
190 TONS
223 S.Y.
42 TONS
267 S.Y.
ECB
ECB
134 S.Y.
QUANTITY
67 S.Y.
190 S.Y.
50 S.Y.
TY. 1 GEO. FAB.
2' FBLT 138+50 - 139+50 CL. III 20.5 67 TONS 67 S.Y.
NORMALLT 138+00 - 138+50 ECB -1 45 S.Y. -
SPEC. VRT 138+40 - 138+60 ECB -1 18 S.Y. -
NORMALRT 136+00 - 137+00 ECB -1 89 S.Y. -
NORMALLT 135+50 - 136+75 ECB -1 112 S.Y. -
2' FBRT 134+50 - 135+50 CL. III 20.5 67 TONS 67 S.Y.
2' FBLT 134+20 - 135+25 CL. II 1.251 51 TONS 82 S.Y.
SIZE/TYPE
CHANNEL LINING
QUANTITYTYPE TD
DITCH CONSTRUCTION
2' FB
STA TO STA
RT
LT/
LT
* DITCH LINING NOT REQUIRED IF DURABLE ROCK IS ENCOUNTERED
17+00 - 19+75
RT 17+20 - 19+75
NEBO CEMETERY RD.
ECB
KY 2533
ECB
RT 50+25 - 51+51
2' FB
NORMAL
1.25
0.5
0.5
0.5
245 S.Y.
89 TONSCL. II
56 S.Y.
QUANTITY
142 S.Y.
TY. 1 GEO. FAB.
2' FBRT 16+01 - 17+20 ECB -0.5 106 S.Y. -
NEBO LN.
2' FBLT 49+30 - 49+75 CL. II 1.250.5 16 TONS 25 S.Y.
2' FBLT 46+40 - 48+75 CL. II 1.250.5 82 TONS 131 S.Y.
2' FBRT 46+20 - 49+75 CL. II 1.250.5 123 TONS 198 S.Y.
NORMALRT 45+33 - 45+80 ECB -0.5 21 S.Y. -
NORMALLT 45+33 - 46+40 ECB -0.5 48 S.Y. -
2' FB - INLETLT 135+50 CL. II 1.250.5 4 TONS 7 S.Y.
2' FB - OUTLETRT 135+50 CL. III 20.5 20 TONS 20 S.Y.
W
L
SIZE/TYPE
CHANNEL LINING
QUANTITYTYPE T
DITCH CONSTRUCTION
STA TO STA
RT
LT/
* DITCH LINING NOT REQUIRED IF DURABLE ROCK IS ENCOUNTERED
2' FB CL. III 170 TONS
CL. II 63 TONS
RT
LT
144+50 - 146+20
145+50 - 147+00 2' FB
1.25
QUANTITY
170 S.Y.
100 S.Y.
TY. 1 GEO. FAB.
ECB 112 S.Y.
RT
146+75 - 148+00 NORMAL -
RT 133+00 - 133+25 2' FB ECB 0.5 - 23 S.Y. -
LT 135+25 - 135+50 SPEC. V ECB 1 - 23 S.Y. -
SPEC. VLT 137+50 - 138+00 ECB -1 45 S.Y. -
W
L
L W D
19170
150 6 0.5
1125 8
LT
145+94 - OUTLET 2' FB CL. II 130 9 1 1.25 81 TONS 130 S.Y.
SHEET
PROFILE
R28
R28
R29
R29
R29
R28
R28
R29
Mark Crabtree Polygon
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