Plan Pages from 02-8802-ROW Revision 5 Half Size Parcel 82.pdf

PDF 558 KB Posted Aug 20, 2025

Attached to: Demolition Svc Muhlenberg P. 82
Solicitation number: RFB 605 2600000086 1
Issued by: Metcalfe County, Kentucky

About this file

Written by GovTribe AI · Mar 12, 2026

This file is a plan sheet from a right-of-way (ROW) project for Muhlenberg County, Kentucky, specifically revision 5 of project 02-8802, covering the area from station 133+00 to 148+00 on KY 181. The project involves reconstruction and widening of KY 181 with related work on KY 2533 and Nebo Cemetery Road and Nebo Lane. The plan sheet depicts property parcels, existing structures, utility locations (power, phone, cable), drainage infrastructure including multiple reinforced concrete pipes (RCP) ranging from 15" to 30" in diameter, entrance construction specifications, and ditch lining requirements across multiple sections. The project includes removal of one garage structure at station 46+65 on Nebo Cemetery Road and construction of temporary easements for various purposes including channel work and building removal. Ditch construction is specified in sections along both the right and left sides of the roadway with varying channel lining types (ECB, 2' FB with Class II or Class III material) and quantities detailed by station locations.

The plan specifies detailed entrance construction widths ranging from 8' to 12' at multiple locations with corresponding asphalt quantities. Ditch lining materials include Class II and Class III stone with quantities totaling approximately 600+ tons across the project, along with geotextile fabric specifications noted as Type 1. Pipe entrance construction is minimal with only one 18" entrance noted as 40 linear feet. The project encompasses property owners along the corridor and includes coordination with BellSouth Telecommunications, LLC regarding existing utility infrastructure. The plan was plotted on February 13, 2025, with original design completion dated September 7, 2005, indicating this is a long-standing project with recent plan revisions.

View the file

Other files

File	Type	Posted
Bid Sheet - Demo Svc Muhlenberg P82.xlsx	XLSX spreadsheet	Aug 20, 2025
How to Submit an Online Response - March 2023.pdf	PDF	Aug 20, 2025
Final_RFB_605_2600000086_1_SO_FORM.PDF	PDF	Aug 20, 2025
02.8802 Improvement to be removed.pdf	PDF	Aug 20, 2025
02-8802-Nebo Cemetery Rd Map-and-Directions (003).pdf	PDF	Aug 20, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

N12°50'59"W

N12°18'40"W

N °0

'0 "E

N '1

4 POWER

1 P O

W E

1 P

H O

N E

S P

W V

W M

S P

W M

P O

S T

IP WV

S P

W V

4 POWER, 2 CABLE, 1 PHONE

1 P O

W E

1 P

H O

N E

1 P O

W E

2 POWER, 1 CABLE, 1 PHONE

O W

E R

C A

B L

P H

O N

1 PHONE

4 POWER, 1 PHONE

2 POWER, 1 CABLE

A B

L E

4 POWER, 1 PHONE

2 CABLE

1 P O

W E

1 P

H O

N E

4" STEEL

" S

T E

E L

STEEL

4" STEEL

G R

A V E L

G R

A V

E L

A S

P H

A L

A S

P H

A L

A S P

H A L T

(TO BE REMOVED)

STORAGE TANK

UNDERGROUND

1 STORY,

MOBILE

HOME

1 STORY,

WOOD FRAME

SHED

GARAGE

1 STORY,

WOOD FRAME

GARAGE

1 STORY,

WOOD

FRAME

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

TARA L FULKERSON

STEVE L &

STEWART & MARSHA EPLEY

TERRY EVITTS

JAMES AND PATRICIA LOCKE

VICKIE BETHEL

DOYLE &

SUSAN MARIE KING

TODD ROBERT &

P85

DANA BROWNING

LEGON & WILDA FAYE MCDONALD

CRAIG DAVENPORT

COREY A. STEPHENS

ASHLEY S. HENDRIX &

NATHANIEL SPARKS

HEATHER AND

PROPERTY OWNERS

BELLSOUTH TELECOMMUNICATIONS, LLC

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

-75.07

+87.35

32.33

+88.97

90.00

+57.97

21.77

+78.97

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

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

546.97

G.E. =

REMOVE

30" PIPE LINER

24" PIPE LINER

' F

2' FB

YE F

U AA

VV XX

SS TT

AAA

BBB

CCC

DDD

EEE

IIA

JJJ

HHA

JJJ

IIA

HHA

FFF

HHH

FFF

HHH

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

III

JJJ

III

JJJ

JJA

11'

.6 '7

TAPE

8' 8'

T A P E

'10

' T

A P E R

35R

PROP. R/W

PRO

P. R/W

PROP. 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

P C

19+ 54.74

P O

20+ 00.00

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

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

N G

R \H

E N

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

\P L

A N

P L

A N

.D G

N F

N A

M E

PLANS

RIGHT OF WAY

M A

T C

H L

T A

A T

C H

T A

N E B

O C

E M

E T E R

Y R

NEBO

LN.

KY 181

K Y

HAWKINS

LINDA W

BRYANT

TERESA M

JEREMY L &

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

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

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

LT/

STATION LOCATION

TYPE

REMOVE STRUCTURE

46+65 GARAGE

NEBO CEMETERY RD.

QTY.

SIZE/TYPE

CHANNEL LINING

QUANTITYTYPE TD

DITCH CONSTRUCTION

2' FB

STA TO STA

LT/

RT 138+60 - 140+50

RT 141+00 - 144+00

133+00 - 134+00

ECB

2' FB CL. III 50 TONS

141+50 - 144+00

CL. II

CL. III

144+00 - 145+50

144+00 - 144+50

2' FB

1.25

0.5

190 TONS

223 S.Y.

42 TONS

267 S.Y.

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

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

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.

SIZE/TYPE

CHANNEL LINING

QUANTITYTYPE T

DITCH CONSTRUCTION

STA TO STA

LT/

* DITCH LINING NOT REQUIRED IF DURABLE ROCK IS ENCOUNTERED

2' FB CL. III 170 TONS

CL. II 63 TONS

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.

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. -

L W D

19170

150 6 0.5

1125 8

145+94 - OUTLET 2' FB CL. II 130 9 1 1.25 81 TONS 130 S.Y.

SHEET

PROFILE

R28

R29

R28

R29

Mark Crabtree Polygon

File details come from the government source that posted it. Updated Mar 11, 2026.