12-198.00_RW Plans (P6 & P19).pdf

PDF 648 KB Posted Sep 15, 2026

Attached to: Demolition Service Pike County P. 6 & 19
Solicitation number: RFB 605 2700000123 1
Issued by: Kentucky

About this file

Written by GovTribe AI · Sep 17, 2026

This is a Right-of-Way Plans document for Pike County, Kentucky, detailing proposed demolition and construction work along Kentucky Highway 194 between stations 152+00 and 167+00. The project encompasses approximately 15 linear miles of roadway improvements, including pavement removal, temporary easement acquisition, and infrastructure modifications across multiple property parcels. The plan identifies specific construction elements such as pipe installations (ranging from 8 inches to 102 inches in diameter), ditch work, retaining walls, and riprap placement. The document includes a construction entrance chart specifying pavement areas measured in square yards and 15-inch pipe headwall installations totaling 46 linear feet. The plan was revised on April 25, 2025, and reflects coordination with existing coal mining and processing facilities in the project area, with multiple "Do Not Disturb" zones clearly marked to protect designated properties and environmental features including Bevin's Branch waterway.

The Right-of-Way Plans document identifies multiple property owners and entities within the project limits, including Darrell Richardson, Sheila C. Hunt, David L., and Brushy Development Corporation, as well as Land Resources entities holding proposed right-of-way and temporary easement acquisitions. The plan designates specific tracts, with Tract 1 associated with Land Resources serving as an excavation site with designated access routes for excess material. Proposed temporary easements and permanent right-of-way acquisitions are clearly delineated throughout the project corridor. The document includes detailed coordinate data, curve calculations with specific radii and chord lengths, and utility infrastructure locations including commercial steel and brick structures, storage facilities (coal piles and tanks), and communications infrastructure requiring protection during construction activities.

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Other files

File	Type	Posted
12-0198.00 AERIAL P 19.pdf	PDF	Sep 15, 2026
Bid Sheet - Demo Pike Co P 6 and 19.xlsx	XLSX spreadsheet	Sep 15, 2026
How to Submit an Online Response - March 2023.pdf	PDF	Sep 15, 2026
Final_RFB_605_2700000123_1_SO_FORM.PDF	PDF	Sep 15, 2026
TC 62-243 Building to be removed (12-198).pdf	PDF	Sep 15, 2026
12-0198.00 AERIAL P 6.pdf	PDF	Sep 15, 2026

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Joe Tackett Polygon

M A

T C

L I N

T A

M A

I N

T A

PLANS

RIGHT OF WAY

! KY 194

STA. 152+00 TO STA. 167+00

PLAN SHEET

KY 194

0' 100' 200'50'

D.N.D.

DBI09

HW06

HW07

DBI11

DBI12

DBI13

DBI14

DBI15

DBI10

HW08

PAVEMENT REMOVAL

UNLESS OTHERWISE NOTED.

PROPOSED TEMPORARY EASEMENT SHALL NOT BE DISTURBED

LOCATED OUTSIDE THE DISTURBED LIMITS AND WITHIN THE

NOTE: EXISTING COAL MINING AND PROCESSING FACILITIES

D.N.D.

PROP. T/E

20F

TRACT 1

LAND RESOURCES

SPCL. "V" DITCH

30" PIPE

30" PIPE D

U B

L E

' R

C B

18" PIPE

HCTID .B.F '2 .LCPS

DITCH

SPCL. "V"

15" PIPE

24" PIPE

" P

I P

DITCH

SPCL. 2' F.B.

15" PIPE

DITCH

SPCL. 2' F.B.

24" PIPE

SPCL. 2' F.B. DITCH

DITCH

SPCL. 2' F.B.

PIPE

24"

24" PIPE

DITCH

SPCL. 2' F.B.

20' R

25' R

50' R

25' R

40' R

25' R

5' R

15' R

15" PIPE

D.N.D.

DITCH

SPCL. 2' F.B.

4' P

AVED S

4' PAVED SH.

D.N.D.

D.N.D. = DO NOT DISTURB

! BEVIN'S BRANCH

10.9'

50' R

25' R

HW34

(FT)

WIDTH

STATION

LOCATION

152+16

154+05

TYPE

PAVEMENT

COM ASPH

27154+05X COM ASPH139

93156+10X COM ASPH266

X 158+30

30 102

COM ASPH

AREA

(SY)

18 102

ENTRANCE CONSTRUCTION CHART

ENT. PIPE

HEADWALLS

15-IN, 46 L.F.

REVISED PLAN DATE: APRIL 25, 2025

p r il

D A

T E

L O

T T

E D b m a ll o y U

S E

E S

H E

M o w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

PIKE 12-198.00 R11

SCALE: 1"=50'

P R

O J

E C

T S I E

K Y

P I K

U N

T Y

C A

D D

C U

R R

A W I N

G S

F I N

A L

L A

N S

V I S I O

D G

N S

P L

R W

D G

N F I

P T

P C

P T

P C

P T

P C

P I

KY 194

e=SEE CROSS SECTIONS

E=16.14'

C=295.56'

R=700.00'

L=297.81'

T=151.19'

PI STA=156+85.81

KY 194

e=SEE CROSS SECTIONS

E=28.88'

C=359.46'

R=600.00'

L=365.07'

T=188.38'

PI STA=162+63.70

BEVIN'S BRANCH

598+00

POB 598+00.00

PC 598+24.54

PT 5

98+8

9.92

PI 598+57.76

e=SEE CROSS SECTIONS

E=3.63'

C=64.86'

R=150.00'

L=65.38'

T=33.22'

D=38°11'20" LT.

PI STA=598+57.76

STA. 600+00.00 BEVIN'S BRANCH

STA. 155+86.47 M.L. KY 194 =

WALL

RETAINING

KY 194

ASPH.

GRASS

ASPH.

GRASS

ASPH.

G R

A V

GRAV.

GRASS

TREES

POST

SIGN

P O

O L

M O

B I

O B I

M E

RES.

ASPH.

PARKING LOT

ASPH.

SANMH

TV JB

RAMP

A S P

ASPH.

COMM.

1-S STEEL

COMM.

STEEL

4-S

COMM.

STEEL

3-S

JOHNS CREEK

RES.

BRICK

1-S

15" RCP

15" CMP

20" D

12" C

C M

B E

V I

A N

C H

A S

P H

R C

8" PVC

P V

4C,4E

RIPRAP

SCALE

COMM.

STEEL

1-S

COMM.

STEEL

1-S

COMM.

STEEL

1-S

COMM.

STEEL

1-S

RES.

BRICK

1-S

SHED

COAL PILE

RIPRAP

RIPRAPRIPRAP

O V

HEA

C O N V

O R

PIER

C M P

SIGN

GATE

S I G

SIG

S I G

N S I G

SIG

TANK

4C,4E

GUY

GUY WIRES (3)

WIRES (2)

GUY

WIRES (2)

GUY D

S L

O T

B C

D B

UGE

C M P

W/R .

TSIXE

T S I

X E

W.R .T

SIXE

W.R .T

SIXE

31.28

+40.84

32.05

+45

52.35

+22.41

37.62

+51.93

52.47

+42

52.61

+51.74

38.62

+32.44

33.62

+32.49

34.40

+28.56 34.50

+60

28.72

+41.07

27.65

+22.03

47.65

+22.10

47.37

+53.49

27.37

+53.16

27.19

+65.96

88.11

+42.3028.55

+87

67.48

+85.86

26.76

+98.77

25.60

+28.43

24.74

+75.02

24.39

+80.22

34.39

+80.25

34.20

+85.78

24.20

+85.77

24.25

+42.77

35.63

+85

35.69

+15

T S I

X E

W/R .

TSIXE

32.35

+22.49

34.28

+23

120.50

+91.79

116.26

+55 125.02

+30.91

96.32

+27.67

47.63

+37.34 22.83

+60.97

RICHARDSON

DARRELL

PROP. R/W

PROP. T/E

PROP.

T/E

PROP. R/W

+30

+77

+21

+27

+52 66

+55.21

+62

+96

+55

64.08

+05

+75

+40

+22

+00

+50

+40

+70

+45

+60

+45

S8°06'20"E 168.33'

G S85°40'21"W 20.00'

I S11°07'44"E 39.38'

S64°14'27"W 64.66'

L N5°43'28"W 12.31'

M N84°49'20"E 20.00'

O N64°14'53"E 42.46'

266.80'

S16°44'11"E

.25'

S26 °03'

32"E

182.03'

S5°56'24"W Q

N81°13'33"E 10.00'

S71°14'19"W 10.00'

N28°43'12"W 246.44'

N1°21'05"W CHORD 162.78'

R 630.00 ARC 163.24

N13°46'04"W CHORD 111.42'

R 640.00 ARC 111.56

N23°44'27"W CHORD 109.36'

R 630.00 ARC 109.50

+15

+85

45.75

+15.94

+13.87

PROP. T/E

PROP. P/E

51.41

+57.79 39.88

+57.50

AA S4°19'39"E 77.49'

BB S85°40'21"W 20.00'

CC N10°08'41"E 80.03'

EE N77°59'37"E 5.00'

GG N21°55'29"W 69.17'

II N84°50'43"E 15.00'

S8°34'50"E CHORD 84.85'

R 710.00 ARC 84.90

S15°51'47"E CHORD 94.84'

R 705.00 ARC 94.91

N16°42'21"W 113.36'

PROP. R/W

PROP. P/E

+55

S11°07'43"E 37.04'C

D S29°26'17"W 43.27'

E S74°25'45"W 49.60'

46.47

+0047

+27

+63

PROP. R/W

LAND RESOURCES

RESOURCES

LAND

CORPORATION

BRUSHY DEVELOPMENT

CORPORATION

BRUSHY DEVELOPMENT

SHEILA C. HUNT

DAVID L. AND

N85°27'06"E 77.26'

N4°27'31"W 15.05'

N4°19'39"W 235.03'

S69°39'54"W CHORD 38.32'

R 189.71 ARC 38.39

N4°27'31"W 15.05'

S11°31'24"E CHORD 383.34'

R 640.00 ARC 389.31

S0°26'04"E 168.75'

N10°01'44"W CHORD 257.91'

R 465.00 ARC 261.33

N6°04'17"E 217.08'

N18°53'49"W CHORD 220.08'

R 645.00 ARC 221.16

+75

+53

+04

+64

PROP. T/E

PROP.

T/E

20F

TRACT 1

LAND RESOURCES

+48

+42

+80

+00

+98

LAND RESOURCES

EXCAVATION SITE

ACCESS TO EXCESSEXCAVATION SITE

ACCESS TO EXCESS

48.05

+06

50.60

+62

R0100LS

R00200TS

R0020ATS

R002B0TS

R002C0TS

R00300PL

R00400PF

R00500PL

R00600PF

R00700PL

R00800PF

R00900PL

R01000PF

R01100PL

R01200PF

R01300PL

R01400PF

R01500PL

R01600PF

R01700PL

R01800PF

R01900PL

R02000PF

R02100PL

R02200PF

R02300PL

R02400PF

R02500PL

R02600PF

R02700PL

R02900RW

R03000RW

R03100RW

R03200RW

R03300RW

R03400RW

R03500RW

R03600CC

R03700CC

R03800CC

R03900CC

File details come from the government source that posted it. Updated Sep 17, 2026.