01-314.20 related Plan Sheets - DEMO Parcels 21, 68, & 84.pdf

PDF 690 KB Posted May 18, 2020

Attached to: Demolition Svcs Calloway Co
Solicitation number: RFB 605 2000000672 1
Issued by: Butler County, Kentucky

About this file

Written by GovTribe AI · Mar 12, 2026

This document is a plan sheet prepared by the Commonwealth of Kentucky Department of Highways for Calloway County, detailing the proposed relocation of US 641 in the project area identified as 01-314.20. The plan sheets encompass three sections: the initial segment from STA 6129+44.43 to STA 6138+00 (covering DEMO Parcels 21, 68, and 84), the middle section from STA 6376+00 to STA 6390+00, and the Hazel Connector from STA 122+00 to the end of approach at STA 126+83.58. The project includes roadway construction with multiple horizontal and vertical curves, installation of drainage infrastructure (including 15-inch and 18-inch culvert pipes, storm sewer systems, and septic systems), right-of-way acquisition, temporary easements for construction access and entrance construction, and building removals. The plans identify numerous parcels and property owners affected by the proposed right-of-way and construction limits, with detailed elevation data, utility locations (including TransCanada Gas Pipeline, water mains, gas mains, and electrical systems), and disturbed area boundaries clearly marked. The plan sheets were prepared by September 27, 2019, and include revised plans dated August 29, 2019, for the initial segment.

The plan sheets illustrate conventional design standards including 10-foot and 4-foot paved shoulders, curve radii ranging from 50 feet to 7,500 feet, and grade lines with appropriate vertical clearances. The document indicates various entrance types including residential asphalt entrances (ranging from 79 to 219 square yards) and commercial entrances, with specific station locations and pipe sizes noted. Temporary easements are designated for entrance construction, building removal, backslopes, and drainage purposes. The project encompasses significant right-of-way acquisition with multiple parcels requiring property owner coordination, including parcels owned by individuals and entities such as Outback Enterprises LLC. Construction limits and disturbance areas are clearly delineated, and the plans reference utility coordination requirements with existing infrastructure including overhead wires, utility poles, and underground facilities throughout the project corridor.

View the file

Other files

File	Type	Posted
01-314.20 Parcels 21, 68 & 84 - Photos of Improvements.pdf	PDF	May 18, 2020
Final_RFB_605_2000000672_1_SO_FORM.PDF	PDF	May 18, 2020
Buy America Clause.pdf	PDF	May 18, 2020
Location Map & Directions.pdf	PDF	May 18, 2020
FHWA - 1273.pdf	PDF	May 18, 2020

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S T

E P

STEPS

562.9

W.E.

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5th ST

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G E

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METAL GARAGE

1SB

1SF

1-E

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1-E

HOME

MOBILE

GARAGE

FRAME

SEPT

C U

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C U

L V

EO/E 554.27

O/E 550.26

2' F.B. DT.

2' F.B

. DT.

E X I S

T I

E X I S

T I

E X I S

T I

E X I S

T I

EXISTING RW

FOR DRAINING POND

TEMPORARY EASEMENT

PROP. R/W & C.A.

129.99'

6129+74.77

FENCE

BEGIN C.A.

FENCE

BEGIN C.A.

PROP. R/W & C.A.

155.00'

6138+00.00

142.36'

6131+50.00

240.00'

6132+15.00

260.00'

6133+55.00

160.00'

6134+00.00

120.44'

6131+99.83

133.97'

6129+93.16

140.00'

6137+00.00

FOR MOT

TEMPORARY EASEMENT

131.73'

6130+27.34

254.46'

6130+12.56

255.37'

6130+01.53

FOR MOT

TEMPORARY EASEMENT

132.48'

6130+10.06

290.75'

6129+62.87

22.73'

72.32'

67.07'

96.87'

14.30'

28.34'

39.75'

28.07'

101.72'

6129+76.85

173.19'

6129+71.59

37.32'

6129+86.64

34.84'

6129+81.78

113.97'

6131+77.22

27.34'

6131+63.75

23.46'

6134+01.06

14.25'

6135+71.05

9.33'

6137+19.85

85.09'

24.85'

6131+86.35

26.35'

6132+00.57

30.42'

6132+40.11

30.54'

6132+68.17

157.24'

6129+94.73

95.26' S88°31'11"E

122.38'

6131+70.22

P C

M A

T C

T A

H A

L F

S I Z

A L F

S I Z

0' 100' 200'50'

Runout= 90'

Runoff= 279' e= 6.2%

E= 159.44'

R= 3000'

L= 1914.27'

T= 990.99'

= 36°33'35.76" LT

PI STA 6146+13.65

FROM KY839 TO MIDDLE FORK CLARKS RIVER BRIDGE

RELOCATE US641

1100 C35 D625 01 FD04 1550 C018 E143

DISTRUB LIMITS

10' PAVED SHOULDER

4' PAVED SHOULDER

10' PAVED SHOULDER

50'R

12'R

CONVENTIONAL SIGNS

SURVEY LINE

GRADE LINE

GROUND LINE

COUNTY LINE

CORPORATE LIMITS

PROPOSED RIGHT OF WAY

BENCH MARK

RAILROAD

FENCE (CONTROLLED ACCESS)

FENCE (EXCEPT STONE AND HEDGE)

TREES

PIPE CULVERT

CULVERT

BRIDGE

BUILDINGS

LIGHTING POLE

POWER POLE

JOINT POWER & TELEPHONE POLE

TELEPHONE & TELEGRAPH POLE

ANCHOR, POWER OR TELEPHONE

STUB POWER

STUB TELEPHONE

WATER MAIN

GAS MAIN

TELEPHONE DUCT

ELECTRIC DUCT

DIRECT BURIAL ELECTRIC CABLE

DIRECT BURIAL TELEPHONE CABLE

STONE FENCE

HEDGE FENCE

SWAMP OR MARSH

SPRINGS

QUARRY SITE

LAKES OR PONDS

NORTH POINT

GUARDRAIL

SINKHOLE

400' V.C.

B.M. NO.4

1-S

FRAME

1-S

BRICK SHED

2-S

BRICK

TERMINAL

SECTION

GUARDRAILEND TREATMENT

EXISTING PROPOSED

E E

T T

EXISTING ROAD

TRAFFIC LIGHTS

SAN

STORM

DIRECT BURIAL TV CABLE TV

SANITARY SEWER (WITH MANHOLE)

STORM SEWER (WITH MANHOLE)

SAN

STORM

EXIST. RIGHT OF WAY & PROPERTY LINE

RIGHT OF WAY MONUMENT

UTILITY TEST HOLE

EXIST. PROPERTY LINE PL

OVERHEAD WIRE

ELECTRIC MANHOLE EMH EMH

BLUE LINE STREAM

INTERMITTENT STREAM

OR DITCH

REGULATED FLOODWAY

EXISTING R/W MARKER

TELEPHONE MANHOLE TMH TMH

TREE LINE

EXISTING/ PROPOSED

S e p t e m b e r

D A

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U S

H E

M o w e r

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R o a d s v

COUNTY OF ITEM NO. SHEET NO.

CALLOWAY 01-314.20 R3

NUMBERS:

PROJECT

COUNTY OF

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYS

CALLOWAY

US 641

PLAN SHEET

BEGIN PROJECT TO STA. 6138+00

SCALE: 1"=50'

DATE SUBMITTED:

P W

O R

K D I R J

A M

E S F

D M

P L

D G

N F I

DISTRUB LIMITS

FUTURE CONSTRUCTION

BY OTHERS

STA 6129+44.43

BEGIN PROJECT

LT STA 6129+62.87

BEGIN RW PLANS

REVISED PLAN DATE: AUG 29, 2019

PLANS

RIGHT OF WAY

CHARLES RANDALL OVERCAST

ZACH CAPPS

BARBARA CROISSANT (WF)

ALFRED CROISSANT

CRAIG E. FOX

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STEPS

T E P S

S T E P S

D E N S E

V E G E T A T

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P O S T

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O R

R A

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R A

G R A V E L

GRAVEL

S E

TOP GL ELEV.= 537.38

TOP GL ELEV.= 537.01

TOP GL ELEV.= 536.31

TOP GL ELEV.= 536.73

TOP GL ELEV.= 536.86

TOP GL Deeper than 4.3'

GARAGE

SHED

SEPT

S H E D

SEPT 1SF

H O U S E

P O O L

1SF

GARAGE

SEPT

SHED

M O

M E

M O

M E

1SF

S E

1SF

1- E

1- T

1-T +18.0'

1- E

1- T

TRANSCANADA GAS

G L

HIGH PRESSURE GAS PIPELINE

E X

EXISTING EASEMENT

PT 48+09.81

PC 51+64.65

P T

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+7 1.0

2' F.

B. D

2' F.B

. DT.

2' F.B. DT.

T D

F '2

C U

L V

15" SS PIPE 15" STORM SEWER PIPE

15" STORM SEWER PIPE

S T

C U

L V

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P I P

C U

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" E

FENCE

BEGIN C.A.

PROP. R/W & C.A.

P R

O P . R

P R

O P . R

FENCE

END C.A.

PROP. R/W & C.A.

FOR ENTRANCE CONST

TEMPORARY EASEMENT

FOR ENTRANCE CONST

TEMPORARY EASEMENT

(LANDLOCKED)

FENCE

END C.A.

80.00'

48+25.00

140.00'

6385+00.00

160.00'

6390+00.00

125.00'

6381+50.00

150.00'

6385+00.00 150.00'

6390+00.00

51.40'

52+60.43

30.29'

55+60.00

55.99'

52+99.77

89.12'

52+72.07

88.55'

51+96.12

65.13'

51+79.96

106.22'

51+79.96

E X

O P . R

FOR BUILDING REMOVAL

TEMPORARY EASEMENT

143.81'

6376+92.94

154.94'

6379+19.83

156.88'

6376+77.51

182.58'

6376+97.75

186.78'

6377+83.50

238.68'

6378+21.17

47.06'

53+72.28

75.00'

53+98.87

75.00'

54+51.39

44.64'

54+50.71

29.36'

54+50.37

37.75'

73.95'

62.13'

117.32'

6377+01.85

146.70'

6376+78.15

300.19'

48+46.58

70.00'

48+25.00

33.91'

6378+22.66

23.43'

6378+91.07

60.95'

6378+44.26

86.38'

51+13.64

31.51'

51+80.79

13.17'

52+06.82

30.81'

53+95.75

29.19'

53+95.53

S0°43'28"W 170.01'

236.15'

6376+05.98

100.69'

6378+76.21

59.01'

53+00.56

241.21'

48+40.25

146.96'

6384+26.38

M A

T A

M A

T A

MATCH LINE STA. 47+00

Runout= See Sections

Runoff= See Sections e= 7.5% at 30mph

E= 18.31'

R= 300'

L= 204.51'

T= 106.41'

PI STA 52+71.05

DIS

TURB L

IMIT

DISTURB LIMITS

10' PAVED SHOULDER

4' PAVED SHOULDER

'R 50

0' 100' 200'50'

US 641

S e p t e m b e r

D A

T E

L O

T T

E m e s f

U S

H E

M w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

CALLOWAY 01-314.20 R39

PLAN SHEET

STA. 6376+00 TO STA. 6390+00SCALE: 1"=50'

P W

O R

K D I R J

A M

E S F

D M

P L

D G

N F I

L F

S I

L F

S I Z

TYPE 2A

TYPE 4A

PLANS

RIGHT OF WAY

* NOTE: QUANTITY INCLUDED ON PAVING SUMMARY

SIDE

CONSTRUCT ENTRANCE

STATION TYPE

(LF)

WIDTH

(SQYD)

ENT. PAVING

TYPE

ENT. PAVING

RT RESIDENTAL ASPH *92

ENT PIPE

LF SIZE

54+20.00 12

52+35.00 LT RESIDENTAL 12 ASPH *115

STA. 50+00.00 TOM TAYLOR TRAIL

STA. 6380+50.00 M.L. =

44 15"

GINGER GAYLE DARNELL (WF)

ANTHONY CRAIG DARNELL

LORIE A. KNIGHT (WF)

DARREN M. KNIGHT

ELLEN ANN FREDERICK (WF)

JOHN MAC FREDERICK

MEGAN PARKS OTTWAY (MARRIED)

DUSTIN MAX PARKS (MARRIED)

MICHAEL RAY PARKS (SINGLE)

G E R

G A

R N E

W F

A N T H

O N Y

C R A

D A R N E

OUTBACK ENTERPRISES LLC

MEGAN PARKS OTTWAY (MARRIED)

DUSTIN MAX PARKS (MARRIED)

MICHAEL RAY PARKS (SINGLE)

P LANDLOCKED

Charlesl.watkins Polygon

Charlesl.watkins Polygon charlesl.watkins

539.6

W.E.

S T

E P

S T

E P

S T

E P

U S

P O

S T

S D

T V

S D

P O

S T

P O

S T

P O

S T

P O

S T

E P

S T

E P

S S T

E P

M-3

550.83

EW MILLER ST

S D

P O

S T

P O

S T

P O

S T

P O

S T

P O

S T

T V

B T

P O

S T

P O

S T

S D

POST

R C

E L

E V

E L

E V

E L

E V

E L

E V

E L

E V

E L

E V

C M

E L

E V

M A

SEPT

1SB

SHED

G R

A V

E L

CARPORT

SHED

1SB

C O

N C

R E

T E

G R

A V

E L

G R

A V

E L

A S

P H

A L

ASPHALT

A S

P H

A L

2-T +18.2'

CONSTRUCTION

BUILDING UNDER

SEPTIC

L O

W W I R

E V

SEPTIC

B U

S I N

E S

1S T

1SB

M O

B I

M E m p h m p h

M A

E L

E V

E L

E V

E L

E V

E L

E V

E L

E V

E L

E V

E L

E V

E L

E V

C M

R C

EXISTING RW

E X I S

T I

E X I S

T I

E X I S

T I

E X I S

T I

POB 45+87.06

PC 47+08.03

P T

.11

PI 48+20.55

35mph e=8%

E=182.54

R=314.00

L=556.52

T=384.65

25mph e=3.8%

E=19.55

R=314.00

L=216.08

T=112.52

130+00

P C

PT 129+73.70

PI 131+47.10

P I 1.

45.98'

46+08.32

59.99'

125+40.70

70.00'

124+60.00

65.18'

49+00.00

50.00'

47+50.00

69.00'

46+30.29

69.00'

46+61.70

49.14'

46+75.04

95.00'

122+23.00

60.32'

122+50.62 60.00'

123+00.00 60.00'

125+00.00

60.00'

127+50.00

60.00'

128+50.00

46.00'

129+73.70

46.00'

130+55.79

29.74'

130+56.09

67.17'

126+80.61

142.26'

126+80.30

134.60'

128+12.79 63.16'

128+06.44

FOR BUILDING REMOVAL

TEMPORARY EASEMENT

FOR ENTRANCE CONST

TEMPORARY EASEMENT

FOR BACKSLOPES

TEMPORARY EASEMENT

PROP. RW

P R

O P . R

W P

R O P . R

61.00'

129+88.41

61.00'

130+20.12

FOR ENTRANCE CONST

TEMPORARY EASEMENT

1.63'

62.55'

55.05'

125+09.60

87.93'

35.48'

62.23'

125+77.82

67.04' 96.02'

59.73'

125+39.35

59.88'

124+35.21

66.68'

124+02.35

3.68'

48+58.78

22.97'

129+00.08

30.85'

18.00'

60.00'

126+00.00

60.08'

128+88.16

R 6970.00' ARC 188.45'

12.68'

33.32'

46+07.66

H R 6970.00' ARC 150.00'

63.15'

127+39.48

FOR ENTRANCE CONST

TEMPORARY EASEMENT

26.74'

46+25.57

32.29'

46+40.26

34.47'

47+01.69

38.76'

47+64.83

35.35'

47+74.94

30.06'

129+79.67

35.14'

129+83.91

35.29'

130+48.19

30.27'

130+53.71

38.54'

128+99.69

44.06'

128+98.11

66.41'

128+38.74

63.06'

128+34.69

FOR ENTRANCE CONST

TEMPORARY EASEMENT

M A

T A

0' 100' 200'50'

HAZEL CONNECTOR

S e p t e m b e r

D A

T E

L O

T T

E m e s f

U S

H E

M w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

CALLOWAY 01-314.20 R53

PLAN SHEET

STA. 122+00 TO END OF APPROACHSCALE: 1"=50'

P W

O R

K D I R J

A M

E S F

D M

P L

D G

N F I

L F

S I

L F

S I Z

I/E 538.60

O/E 538.07

" C

U L

V E

E N

P I P

E N

P I P

DO NOT DISTURB

PLANS

RIGHT OF WAY

* NOTE: QUANTITY INCLUDED ON PAVING SUMMARY

SIDE

CONSTRUCT ENTRANCE

STATION TYPE

(LF)

WIDTH

(SQYD)

ENT. PAVING

TYPE

ENT. PAVING

46+43 RT RESIDENTAL 12 ASPH *79

ENT PIPE

LF SIZE

52 15"

128+65 LT COMMERCIAL 48 ASPH *219 -

130+03 RT RESIDENTAL 12 ASPH 45 15"

130+20 LT 50 ASPH -

*96

-*117COMMERCIAL

REVISED PLAN DATE: SEPT 27, 2019

STA. 50+00.00 CONNECTOR TO US641 NORTH

STA. 126+83.58 HAZEL CONNECTOR =

KATHI D. FARRIS (WF)

HILLIS T. FARRIS

GWEN PROVINE (WF)

DAVID PROVINE

WESLEY DANIEL LATIMER

KATHI FARRIS (WF)

HILLIS FARRIS

LYNDA WARD (WF)

LARRY WARD

TINA WARD (WF)

BARRY G. WARD

LYNDA WARD (WF)

LARRY B. WARD

Charlesl.watkins Polygon

Charlesl.watkins

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