2-8305.00 Hopkins County Parcels 9 and 18 (1).pdf

PDF 3 MB Posted Mar 11, 2026

Attached to: Demolition Svc Hopkins Co Parcel 9 and 18
Solicitation number: RFB 605 2600000447 1
Issued by: Harrison County, Kentucky

About this file

Written by GovTribe AI · Mar 13, 2026

This is a construction plan and right-of-way document prepared by the Kentucky Department of Highways for Hopkins County, detailing the improvement of US 41 (N. Main Street) from Hospital Drive to KY 281. The project, identified as FD52 054 0041 016-018, spans 2,666.97 linear feet (0.505 miles) and includes roadway improvements, drainage construction, curb and gutter installation, sidewalk construction, and utility easement coordination. The project encompasses two primary parcels with construction beginning at Station 102+50.00 and ending at Station 129+16.97. Construction activities include standard curb and gutter work, sod installation, sidewalk construction with ramps, header curb installation, ditch construction with specified "V" channel earthen bank (ECB) lining, and entrance construction at multiple locations. The project involves significant coordination with CSX Transportation regarding a 3-span railroad bridge at Station 116+70.49 and includes temporary easements for roadway, entrance, and parking lot construction across 40 identified property parcels.

The document includes detailed right-of-way specifications with property owner identification and easement requirements for permanent utility and drainage easements as well as temporary construction easements. Specific construction quantities are itemized by station location, including linear feet of curb and gutter, square yards of asphalt and concrete, sidewalk dimensions, and drainage pipe sizes and types (ranging from 8-inch to 60-inch). The project involves both permanent and temporary easement acquisitions with varying acreages noted for each property. The design criteria establish a 35 miles per hour design speed for this urban arterial facility on rolling terrain, with a present average daily traffic (ADT) of 21,166 vehicles and a future ADT projection of 21,900 vehicles. The plan sheet was revised on January 13, 2025, and contains comprehensive drainage, utility, and access control details prepared under professional engineering standards for Kentucky state highways.

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Other files

File	Type	Posted
FHWA 1273.pdf	PDF	Mar 11, 2026
02-8305.00 Hopkins County Demo Pics (1).pdf	PDF	Mar 11, 2026
Final_RFB_605_2600000447_1_SO_FORM.PDF	PDF	Mar 11, 2026
How to Submit an Online Response - March 2023.pdf	PDF	Mar 11, 2026
Bid Sheet - Demo Svc Hopkins Co P 9 and 18.xlsx	XLSX spreadsheet	Mar 11, 2026
02-8305.00 Parcels 9 and 18 Map and Directions.pdf	PDF	Mar 11, 2026

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THIS PROJECT IS OFF THE NH SYSTEM

LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

DEDUCTED

ADDED

LIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

DEDUCTED

ADDED

LIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

DEDUCTED

ADDED

LIN. FT.

LENGTH LIN. FT. MILES

FOR EQUALITIES

RAILROAD CROSSINGS NO.

BRIDGES

NOT INCLUDED

LIN. FT.

DEDUCTED

ADDED

LIN. FT.

LENGTH2,666.97 0.505 - -

STATE HIGHWAY ENGINEER

PLAN APPROVED BY:

DATE:

PROJECT NUMBER:

PROJECT DESCRIPTION:

TO KY 281

IMPROVE US 41 (N. MAIN ST.) FROM HOSPITAL DRIVE

FD52 054 0041 016-018

TBD

DESIGN CRITERIA

DESIGNED

CLASS OF HIGHWAY

TYPE OF TERRAIN

DESIGN SPEED

REQUIRED NPSD

REQUIRED PSD

LEVEL OF SERVICE

DHV

D %

T %

% RESTRICTED SD

LEVEL OF SERVICE

MAX. DISTANCE W/O PASSING

LATITUDE DEGREES

LONGITUDE SECONDS WEST

SECONDS NORTH

DEGREES

ADT PRESENT ( )

ADT FUTURE ( )

GEOGRAPHIC COORDINATES

FEDERAL ROUTE - URBAN ARTERIAL

ROLLING

35 MPH

250 FT

550 FT

21,166

MINUTES

20 36

21,900

ITEM NO.

HOPKINS02-8305.00

mwirtzbergerUSER:

J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\00 - LAYOUT SHEET\US 41 RW LAYOUT SHEET.DGNFILE NAME: 9/7/2005 7:08:02 PMDATE PLOTTED:

SHEET NO.

LETTING DATE:

RECOMMENDED BY:

DATE:

PROJECT MANAGER

INDEX OF SHEETS

DEPARTMENT OF HIGHWAYS

LAYOUT MAP

PLANS OF

PROPOSED PROJECT

COMMONWEALTH OF KENTUCKY

OpenRoads Designer v10.16.2.267

COUNTY OF

GRADE, DRAIN, & SURFACE PLANS

US HIGHWAY 41

HOPKINS COUNTY

US 41 -

R22-R24 R19-R21 R18 R3-R17 R2E R2-R2D R1A R1

COORDINATE CONTROL SHEETS

RIGHT OF WAY STRIP MAPS

RIGHT OF WAY SUMMARY SHEET

PLAN AND PROFILE SHEETS

GENERAL NOTES

TYPICAL SECTIONS - SUMMARIES OF QUANTITIES

RIGHT OF WAY REVISION SUMMARY SHEET

LAYOUT SHEET

STA. 129+16.97

END CONSTRUCTION

STA. 102+50.00

BEGIN CONSTRUCTION

THE CONTROL OF ACCESS ON THIS

PROJECT SHALL BE BY PERMIT

1 21

STA. 116+70.49

3-SPAN CSX BRIDGE

STA. 118+99.79

8'x3' RCBC EXTENSION

154'-7"

PLANS

RIGHT OF WAY

A T

FO KENTUCK

E E

P R

O F E

SSIONAL

WIRTZBERGER

24798LICENSED

MARC

STA. 105+96.35

BEGIN RIGHT OF WAY

STA. 129+64.00

END RIGHT OF WAY

REVISED: JUNE 24, 2024

50+00.00

POE

P O

B O

L L

A R

B O

L L

A R

S P

S A

N M

S A

N M

SANMH

W M

SIGN

P O

S T

EMH

W V

W M

S A

N C

I P

POST

G V

4" PVC

ASPHALT

CONC

F A

W C

E T

C A

T E

18" RCP

R C P

R C

ASPHALT

PARKING LOT

ASPHALT

CONC

ASPHALT

PARKING LOT

EX. CBI

CONC

ASPHALT

PARKING LOT

ASPHALT

US 41 / N MAIN ST.

ASPHALT

PARKING LOT

CONC SIDEWALK

A S

P H

A L T

ASPHALT

CONC

CONCRETE

PARKING LOT

A S

P H

A L T

EX. CBI

SIGN

CONC

STAIRS

1-STY

COMMERCIAL

1-STY

COMMERCIAL

T Y

C O

M M

E R

C I A

GRASS

VEGETATION

CONC

LANDSCAPING

ASPHALT

CAR LOT

1-STY

COMMERCIAL

1-STY

COMMERCIAL

1-STY

COMMERCIAL

1-STY

COMMERCIAL

ASPHALT

5 E

3 C

5 E

3 C

4 E 3 C

4 E , 3 C

S A

N M

S A

N M

1-STY

GARAGE

ASPHALT

LANDSCAPIN

T.G. 483.80 F.L. 479.55

18" S.S.

S .S

18" S.S.

F.L. 482.21 F.L. 477.71

F.L. 474.83

T.G. 479.25 F.L. 475.00

18" S.S.

T.G. 470.25 F.L. 463.25

" S .S

S .S

F.L. 466.00 F.L. 461.25

F.L. 461.10

T.G. 481.75 F.L. 477.25

T.G 480.10 F.L. 475.60

F.L. 479.27 F.L. 474.77

15" S.S.

S .S

18" S.S.

F.L. 466.57 F.L. 462.07

T.G. 469.65 F.L. 463.15

" S .S

T.G. 482.00 F.L. 478.00 15" S.

S .S

F.L. 486.31 F.L. 481.81

F.L. 484.85 F.L. 479.23

S .S

F.L. 477.53

18" S.S.

A C

C E

M T

EXISTING R/W

E X I S

T I N

E X I S

T I N

E X I S

T I N

E X I S

T I N

EXISTING R/W

DEAN SHEETS

PROPERTIES, LLC

ROBERT M. &

VICKIE M. MILLS

MICHAEL JUSTIN

VANDIVER

CANDICE PHILLIPS

KRIEBEL

PROPERTIES, LLC

JAXSONS

ENTERPRISES, LLC

CHIRAAG

INVESTMENTS, LLC

LORDHILL

PROPERTIES, CORP.

PROP. PERM. UTIL. EASE. & TEMP.

PROP. TEMP. EASE FORENTRANCE CONST.

PROP. TEMP. EASE.

FOR PARKING LOT CONST.

PROP. PERM. DRAIN,

UTIL EASE. & TEMP.

EASE. FOR ENTRANCE CONST.

PROP. TEMP. EASE. FOR

ROADWAY/ENTRANCE CONST.

+02.07

89.55

+13

+75

+68

+75

+31.95

156.79

+30

+11

+75

+62.44

+72

+71

+40

+54.88

+13

+10

+37

+25

+50.26

+25

41.05

+90

+19.06

+55

+65

PROP. TEMP. EASE. FORENTRANCE & PARKING LOT CONST.

PROP. PERM. DRAIN,

UTIL EASE. & TEMP.

EASE. FOR ROADWAY CONST.

& BUILDING REMOVAL

+50.77

+16.74

+00

90.18

+79.37

97.34

+72.56

67.83

ENTRANCE CONST.

PROP. TEMP. EASE FOR

ENTRANCE CONSTRUCTION

BUILDING REMOVAL &

PROP. TEMP. EASE FOR

+49.35

52.06

+14.10

44.39

+74.83

46.99

+71.96

71.31

+54.68

82.23

+73.54

+80

+90

45.81

PROP. TEMP. EASE. FOR

ENTRANCE CONST.

+53.97

40.04

+55.91

+49.87

44.46

+73.77

42.77

+74.28

+48.82

41.23

PROP. TEMP. EASE. FORROADWAY AND ENTRANCE CONST.

FOR ROADWAY/ENTRANCE CONST.

UTIL EASE. & TEMP. EASE.

PROP. PERM. DRAIN,

FOR ENTRANCE CONST.

PROP. TEMP. EASE.

+90.41

42.87

+90.39

58.89

C D

C N82°41'36"W, 8.08'

N1°56'19"W, 68.60'

D S80°49'17"E, 15.84'

S4°31'29"W, 67.27'

E L=111.61' R=1,859.86'

CD=N0°40'58"W L=111.59'

F S87°52'49"E, 10.19'

G N85°52'02"W, 11.08'

S1°07'36"E, 112.03'

Q N84°17'48"W, 31.69'

R N5°42'12"E, 25.26'

S S82°10'39"E, 32.02'

T S5°15'56"W, 23.83'

+84.76

41.47

PROP. PERM. UTIL. EASE. &

TEMP. EASE. FOR

ROADWAY/ENTRANCE CONST.

PROP. PERM. UTIL. EASE. &TEMP. EASE. FOR ROADWAY,ENTRANCE & PARKING LOT CONST.

PROP. PERM. UTIL. EASE. &TEMP. EASE. FORROADWAY/ENTRANCE CONST.

+55

46.22

+90

+20.08

45.20

+05

+60

+48.36

42.61

+73.81

+57.48

+54.16

50.85

+50

+49.08

48 +85.61

57.08

A N04°40'22"E, 77.39'

+73.82

73.22

B S82°22'17"E, 5.56'

S8°47'21"W, 77.30'

L=116.09' R=1,859.86'

CD=N04°11'24

"W L=116.08'

S01°16'56"W, 115.00'

N04°40'22"E, 81.43'

S6°26'51"W, 81.39'

H L=29.18' R=1,859.86'

CD=N01°29'09"E L=29.18'

I S85°7'59"E, 3.73'

+19.97

48.92

J S2°40'0"W, 14.49'

K S26°9'9"E, 27.36'

S1°56'41"W, 102.26'

L N80°49'17"W, 11.12'

N S84°22'5"E, 10.81'

L N

N2°38'40"E, 95.65'

M N6°26'56"E, 4.31'

S2°40'00"W, 100.65'

L=197.51' R=3,763.64'CD=N5°3'25"E L=197.49'

N6°3'35"E, 25.42'

O S84°43'50"E, 5.23'

S5°39'15"W, 213.05'

S2°40'0"W, 38.74'

N6°26'56"E, 171.86'

P S82°10'39"E, 6.77'

S5°15'56"W, 171.83'

U N84°43'50"W, 24.23'

V N81°12'25"W, 15.63'

ENTRANCE CONST.

& TEMP. EASE. FOR

PROP. PERM. UTIL EASE.

+25

48.31

X N6°3'12"E, 16.63'

Y S84°12'53"E, 16.02'

Z N6°3'47"E, 33.74'

+73.96

50.26'

S5°42'12"W

7.26'

S84°17'48"E

N6°26'56"E, 24.08'

CD=N02°22'50"E L=28.91'

L=28.91' R=1,859.86'

ROADWAY/ENTRANCE CONST.

TEMP. EASE. FOR

PROP. PERM. UTIL. EASE. &

+16

158.31

+11

ENTRANCE CONST.

& TEMP. EASE. FOR

PROP. PERM. UTIL EASE.

N06°58'03"E

S '2

PI STA 108+61.15

Δ = 17°08'24" RT

T = 226.05' L = 448.72' R = 1500.00' E = 16.94' e = 3.70% Runoff = 90' Runout = 49'

P T

N05°42'12"E

S '5

M A

T C

H L

E S

T A

A T

C H

E S

ENTRANCE CONSTRUCTION RT. OF ¡

STATION

108+93

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

--- ---110+39 35 146 66 ---

ENTRANCE CONSTRUCTION LT. OF ¡

STATION

110+80

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

STATION TO STATION LF

151107+00 - 108+54

CONSTRUCT STD. CURB & GUTTER RT. OF US 41 ¡

STATION TO STATION LF

111107+00 - 108+14

CONSTRUCT STD. CURB & GUTTER LT. OF US 41 ¡

24107+00 - 108+54

12109+32 - 110+05

STATION TO STATION SY

SOD CONSTRUCTION RT. OF ¡

5108+78 - 109+11

13109+66 - 110+48

STATION TO STATION SY

SOD CONSTRUCTION LT. OF ¡

STATION TO STATION DET. W.

(SF)

10107+00 - 108+54

SIDEWALK CONSTRUCTION RT. OF ¡

RAMP

TYPE

20109+32 - 110+05 ---40

STATION TO STATION DET. W.

(SF)

20108+78 - 109+22

SIDEWALK CONSTRUCTION LT. OF ¡

RAMP

TYPE

32109+55 - 110+48 ---52

STATION TO STATION LF

177108+93 (ENTR.)

CONSTRUCT STD. HEADER CURB RT. OF US 41 ¡

68110+39 (ENTR.)

64112+99 (ENTR.)

STATION TO STATION LF

10108+78 - 108+87

CONSTRUCT STD. HEADER CURB LT. OF ¡

115110+80 (ENTR.)

--- ---112+99 46 327 86 ---

72109+32 - 110+05

184110+72 - 112+56

28108+87 - 109+17

14109+22 - 109+27

21109+50 - 109+55

85109+61 - 110+48

130111+12 - 112+47

17112+53 - 112+59

19112+77 - 112+82

13112+88 - 113+00

29110+72 - 112+56

20111+12 - 112+42

1112+94 - 113+00

20110+72 - 112+56 ---102

32111+13 - 112+53 ---77

22112+82 - 113+00 ---9

ENTRANCE CONSTRUCTION LT. OF HANSON SLIP LN ¡

STATION

11+27

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

--- ---11+79 24 --- 129 ---

--- ---12+37 24 --- 128 ---

STATION TO STATION DET. W.

(SF)

2011+54 - 11+58

SIDEWALK CONSTRUCTION LT. HANSON SLIP LN ¡

RAMP

TYPE

2012+01 - 12+15 ---8

1012+59 - 12+84 ---14

STATION TO STATION LF

9611+27 (ENTR.)

CONST. STD. HEADER CURB LT. HANSON SLIP LN ¡

411+54 - 11+58

STATION TO STATION LF

10911+00 - 12+08

CONST. STD. CURB & GUTTER RT. HANSON SLIP LN ¡

5511+79 (ENTR.)

5111+92 - 12+24

5512+37 (ENTR.)

2512+59 - 12+84

STATION TO STATION LF

4649+00 - 49+45

CONST. STD. CURB & GUTTER LT. CATES ST. ¡

STATION TO STATION LF

4949+00 - 49+49

CONST. STD. CURB & GUTTER RT. CATES ST. ¡

1-STY

COMMERCIAL

STA. 12+06.34

END CONSTRUCTION

STA. 50+00.00 CATES STREET

STA. 112+64.67 US 41 =

STA. TO STA. SIZE/TYPE

CHANNEL LINING

TYPE QUANTITYDEPTH

LT 108+54 - 109+10 SPEC. "V" ECB 1' 53 SY

DITCH CONSTRUCTION US 41

STA. 50+00.00 FAWCETT STREET

STA. 109+32.17 US 41 =

STA. 49+23 FAWCETT STREET

CONST. 23 LF OF EDGE KEY

BRADLEY

BALLARD

CAROLE FABEL &

DAVID DONAN

R=15' R=15'

R=20' R=20'

FOR ENTRANCE CONST.

PROP. TEMP. EASE.

R=25'

R=15'

R=25'

R=20'

PLANS

RIGHT OF WAY

BILLBOARD

DISTURB

DO NOT

SIGN

DISTURB

DO NOT

PARKING LOT REPAIRS

PARCEL

P11

SURF.

TYPE

ASPH

SURF.

AREA

(SQYD)

SPECIAL

CURBING

(LF)

4" WHITE

STRIPING

(LF)

P12 ASPH 111 97 ---

---46+83 FAWCETT 12 30 --- --- ---

STA. 48+45.00

BEGIN CONSTRUCTION

DO NOT

DISTURB

SIGN

DO NOT

DISTURB

SIGN

DO NOT

DISTURB

SIGN

DO NOT

DISTURB

SIGN

US 41 (MAIN STREET) PLAN SHEET STA. 107+00 TO STA. 113+00

DEPARTMENT OF HIGHWAYS

COMMONWEALTH OF KENTUCKY

SHEET NO.1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v10.16.2.267

COUNTY OFITEM NO.

HOPKINS02-8305.00

mwirtzbergerUSER: J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\30 - PLANS AND PROFILES\US 41 - PLAN SHEET 2.DGNFILE NAME:

REVISED: JANUARY 13, 2025

JenniferK.Cox Polygon

18" S.S.

F.L. 454.62

F.L. 449.62 F.L. 450.08

F.L. 445.94

F.L. 449.03

F.L. 445.81

S .S

18" S.S.

30" EQUIV. S.S.

F.L. 447.67

F.L. 445.11

T.G. 448.00

F.L. 444.91

T.G. 448.32

F.L. 444.70

F.L. 448.33

F.L. 444.54

F.L. 444.23

T.G. 449.25

F.L. 444.75 F.L. 444.71

18" S.S.

F.L. 455.88

F.L. 451.38

F.L. 448.76

F.L. 445.63

T.G. 460.00

F.L. 450.00

18" S.S.

F.L. 447.55

F.L. 445.05

F.L. 447.74

F.L. 445.20 F.L. 447.66

F.L. 445.35

T.G. 448.83

F.L. 444.65

F.L. 448.70

F.L. 444.56

S .S . 18" S.

DOUBLE 24" EQUIV. S.S.

30" S.S. F.L. 444.18

F.L. 444.23

18" S .S.

F.L. 444.18

30" EQUIV. S.S.

T.R. 453.50

F.L. 445.04

24" EQUIV. S.S.

DOUBLE 24"

EQUIV. S.S.

DOUBLE

EQUI

S.S

D O

U B

LE 24"

. S.S.

T.R. 451.50

F.L. 445.24

T.R. 452.00

F.L. 445.49

30" EQUIV. S.S.

30" EQUIV.S.S.

15" PIPE

JUNCTION BOX

SPECIAL

EXISTING R/W

E X I S

T I N

E X I S

T I N

E X I S

T I N

E X I S

T I N

E X I S

T I N

EXISTING R/W

REALTY INCOME

PROPERTIES 19, LLC

TERRY

RENTALS, LLC

MKD PROPERTIES, LLC

CR & B

INVESTMENTS, LLC

CSX TRANSPORTATION

STEVE &

DEBRA ANN WAGONER

ELIZABETH FABEL

& DAVID DONAN

BRADLEY

BALLARD

KENNETH GIBSON,

ELIZABETH FABEL &

DAVID DONAN

PROP. PERM. UTIL. EASE. & TEMP.

EASE. FOR ROADWAY CONST.

PROP. TEMP.

EASE. FOR

ENTRANCE CONST.

+00

+57

+75

PROP. PERM. UTIL. EASE. & TEMP.

EASE. FOR ROADWAY CONST.

+58.33

+29.76

+75

+61

+53

+32

+88.56

+38.73

36.02

+93.61

+13.90

+00

39.11

+17

+00

+18

+48

47.99

+53

+75

+59.34

+58.87

+90

+00

+50

+09.18

+24.70

+24.13

59.10

FOR ENTRANCE CONST.

PROP. TEMP. EASE.

+26.07

36.02

+38.69

59.82

A S84°56'14"E, 7.90'

B S47°12'17"W, 18.11'

+60.10

42.88

+60.81

56.16

+85.31

43.57

+25.39

43.85

+41.52

43.92

PROP. R/W

E X I S

T I N

N °1

C S82°42'08"E, 13.55'

D S81°12'34"E, 13.30'

S °3

+05.30

35.61

+12.21

35.65

P R

O P

T E

M P

E A S E

F O

O A

D W

A Y

O N S T

+58.74

43.22

J N83°28'30"W, 8.78'

N5°42'05"E

91.08'

5.00'

S84°21'01"E

58.82'

N7°21'21"E

149.99'

S6°03'12"W

+05.01

45.16

+43.44

FOR ENTRANCE CONST.

PROP. TEMP. EASE.

+99.66

89.93

+99.66

74.96

+99.65

37.02

K N4°22'39"E, 27.67'

M L=56.52' R=7,039.00'

CD=S5°28'24"W L=56.52'

P S84°46'22"E, 37.94'

Q S5°15'39"W, 24.92'

R N84°33'18"W, 27.00'

S5°34'27"W, 31.78'S

N5°42'12"E, 18.00'T

N84°17'48"W, 8.89'U

PRO

ASE.

TRAN

ST.

ARKI

G L

O T

ST.

+72.34

39.75

S5°15'39"W

20.56'

FOR ROADWAY CONST.

PROP. TEMP. EASE.

N °1

'5 "W

PROP. P

ERM. U

TIL.

EASE. &

TEMP. E

ASE. F

ENTRANCE C

ONST.

ROADWAY CONST.

TEMP. EASE. FOR

PROP. PERM. UTIL. EASE. &

PROP. PERM. UTIL. EASE. & TEMP. EASE. FOR ROADWAY CONST.

+86.74

+72.66

58.80

+24.22

S5°42'12"W, 50.26'

N6°3'47"E, 114.57'

S04°36'06"W, 208.04'

S5°42'12"W, 28.78'

N5°42'11"E, 187.34'

S °4

"E .9

N84°12'53"W, 23.80'

N6°44'42"E, 38.80'

N4°36'31"E, 60.82'

N4°36'31"E, 96.21'

N16 °1

6'1 6"

2.0 7'

S5°23'20"W, 125.22'

E N5°42'12"E, 28.56'

F S5°27'56"W, 16.13'

+97.48

S °2

+12.94

S7°41'35"E, 46.61'V

N85°15'58"W, 19.05'

N4°22'39"E, 99.97'

S5°42'12"W, 43.44'

N5°42'41"E, 68.09'

X S84°56'14"E, 7.90'

G N72°9'54"W, 37.23'

I S5°42'12"W, 15.46'

H N6°3'12"E, 6.91'

Y S81°12'34"E, 26.47'

ROADWAY CONST.

TEMP. EASE. FOR

PROP. PERM. UTIL. EASE. &S68°17'45"W, 30.41'

ROADWAY/ENTRANCE CONST.

TEMP. EASE. FOR

PROP. PERM. UTIL. EASE. &

PROP. TEMP. EASE. FOR

RAILROAD BRIDGE & ROADWAY

CONSTRUCTION

PROP. TEMP. EASE. FOR

RAILROAD BRIDGE & ROADWAY

CONSTRUCTION

FOR ENTRANCE CONST.

UTIL EASE. & TEMP. EASE.

PROP. PERM. DRAIN,

FOR ENTRANCE CONST.

UTIL EASE. & TEMP. EASE.

PROP. PERM. DRAIN,

+55

CONSTRUCTION

SIDEWALK

EASE. FOR

PROP. PERM.

CONSTRUCTION

SIDEWALK

EASE. FOR

PROP. PERM.

+43.19

+01.77

52+16.99

AA N72°35'02"W, 8.25'

N05°42'12"E

115.68'

S72°09'54"E, 16.77'BB

N54°40'50"W, 18.39'CC

S05°42'12"W

84.79'

N6°44'42"E, 75.61'

+61.21

55.71

+60.83

42.16

S5°10'56"W, 76.07'

+10.06

42.61

S5°23'20"W, 50.04'

S5°10'56"W, 49.23'

+85

M A

S S

M H

S S

M H

E L

J B

P O

S T

SIGN

W M

W V

TEL JB

24" CMP

24" RCP

18" RCP

18" RCP 18" RCP

" R

W x

C B

R A I L

R O

A D

T R

E E

A S

P H

A L T

C M

POST

18" CAST IRON

24" CMP 24" RCP

24" RCP

ASPHALT

CONC SIDEWALK

EX. CBI

CONC

SIDEWALK

CONC

STAIRS

A S

P H

A L

1-STY

RESIDENTIAL

CONCRETE

PARKING LOT

SIGN

GRASS

CONCRETE

PARKING LOT

CONC

US 41 / N MAIN ST.

ASPHALT

A S

P H

A L T

EX. FLUME

GRASS

ASPHALT

1-STY

COMMERCIAL

GRAVEL

PARKING LOT

P L

A N

T E

R S

ASPHALT

PARKING LOT

C H

A I N

L I N

RIP-RAP

P L

A N

T E

R S

GATE

GRASS

CONC

R I P R

A P

R I P R

A P

1-STY

COMMERCIAL

GRAVEL

1-STY

COMMERCIAL

1-STY

RESIDENTIAL

COMMERCIAL

1-STY

RESIDENTIAL

PLANTERS

6 E

4 C

1 E

3 C

4 E

3 C 4 E

3 C

G M

S I G

B I L L B

O A

R D

B I L L

B O

A R

PLANTERS

T E

B T

E L

T M

T E

DECK

R E

T A I N I N

L L

R A

C A R

N05°42'12"E

S '3

S '4

A T

C H

E S

A T

C H

ENTRANCE CONSTRUCTION RT. OF ¡

STATION

117+94

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

--- ---118+85 15 73 30 ---

STATION TO STATION LF

384113+42 - 117+29

CONSTRUCT STANDARD CURB & GUTTER RT. OF ¡

115113+42 - 117+23

9118+19 - 118+72

STATION TO STATION SY

SOD CONSTRUCTION RT. OF ¡ STATION TO STATION

DET. W.

(SF)

32113+42 - 117+35

SIDEWALK CONSTRUCTION RT. OF ¡

RAMP

TYPE

32117+66 - 117+74 ---4

STATION TO STATION LF

48112+99 (ENTR. RT.)

CONSTRUCT STD. HEADER CURB RT. OF ¡

24117+94 (ENTR.)

68118+04 - 118+72

17117+35 - 117+41

12117+62 - 117+66

20118+18 - 118+73 ---30

ENTRANCE CONSTRUCTION LT. OF ¡

STATION

117+64

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

STATION TO STATION LF

278113+00 - 115+81

CONSTRUCT STANDARD CURB & GUTTER LT. OF ¡

43113+00 - 115+75

66116+32 - 117+35

STATION TO STATION SY

SOD CONSTRUCTION LT. OF ¡

STATION TO STATION

DET. W.

(SF)

22113+00 - 115+87

SIDEWALK CONSTRUCTION LT. OF ¡

RAMP

TYPE

32116+21 - 117+35 ---6416115+87 - 115+93

19116+14 - 116+20

106116+26 - 117+35

107117+93 - 119+00

17117+93 - 119+00 10117+94 - 119+00 ---60

59118+18 - 118+77 44118+85 (ENTR.)

STATION TO STATION

GUARDRAIL CONSTRUCTION RT. OF ¡

118+87 - 119+00

STEEL W BEAM (LF)

36 --- --- ---

END TREATMENT (EA)

SINGLE FACE CURVED TYPE 1 TYPE 2A

STATION TO STATION LF

4649+00 - 49+46

CONST. STD. CURB & GUTTER LT. OF RAILROAD ST. ¡

STATION TO STATION LF

5049+00 - 49+49

CONST. STD. CURB & GUTTER RT. OF RAILROAD ST. ¡

STA. 50+00.00 RAILROAD STREET

STA. 116+00.97 US 41 =

STA. 50+00.00 MARGARET COURT

STA. 117+44.78 US 41 =

STA. TO STA. SIZE/TYPE

CHANNEL LINING

TYPE QUANTITYDEPTH

LT 117+42 ENTRANCE SPEC. "V" ECB 1' 32 SY

DITCH CONSTRUCTION US 41

LT 117+90 - 119+00 SPEC. "V" ECB 2' 202 SY

SEE SHEET R13

FOR ALLEY 1

BRADLEY

BALLARD

KENNETH LOYD ABBOTT JR.

R=25'

R=15'

R=5'R=20'

R=15'

PLANS

RIGHT OF WAY

+21.88

+40.35

39.63

+86.86

39.57

+05.08

+38.43

-32

+55.20

-38.97

+01.71

-39.02

+18.71

-32

3-SPAN CSX BRIDGE

STA. 116+70.49

R=20' R=10'

R=25'

S5°15'39"W

20.56'

1-STY

COMMERCIAL

SIGN

DISTURB

DO NOT

PARKING LOT REPAIRS

PARCEL

P22

SURF.

TYPE

ASPH

SURF.

AREA

(SQYD)

SPECIAL

CURBING

(LF)

4" WHITE

STRIPING

(LF)

EXIST. R/W

PROP. PERM. UTIL. EASE. & TEMP.

EASE. FOR ROADWAY CONST.

DO NOT

DISTURB

SIGN

DND

DND RETAINING

WALL

DECK

DISTURB

DO NOT

US 41 (MAIN STREET) PLAN SHEET STA. 113+00 TO STA. 119+00

DEPARTMENT OF HIGHWAYS

COMMONWEALTH OF KENTUCKY

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v10.16.2.267

COUNTY OFITEM NO.

HOPKINS02-8305.00

mwirtzbergerUSER: J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\30 - PLANS AND PROFILES\US 41 - PLAN SHEET 3.DGNFILE NAME:

REVISED: MAY 7, 2025

P O

T.G. 470.25

F.L. 463.25

" S .S

S .S

18" S.S.

F.L. 466.00

F.L. 461.25

F.L. 454.62

F.L. 449.62

F.L. 450.08

F.L. 445.94

F.L. 449.03

F.L. 445.81

T.R. 458.00

F.L. 453.37

S .S

18" S.S.

F.L. 447.67

F.L. 445.11

S .S

T.G. 456.71

F.L. 453.71

T.R. 453.50

F.L. 445.04

24" EQUIV. S.S.

T.G. 458.94

F.L. 455.94 15" S.S.

30" EQUIV.

S .S

18" S.S.

M A

IPP

S T

I P

I P I P

P O

S T

POST

W V

4" PVC

18" RCP

C A

T E

18" RCP 18" RCP

R C P

R A I L

R O

A D

T R

E E

CONCRETE

PARKING LOT

CONC

SIDEWALK

A S

P H

A L T

EX. CBI

CONC

STAIRS

CONC

STAIRS

A S

P H

A L T

1-STY

COMMERCIAL

1-STY

RESIDENTIAL

GRASS

CONCRETE

PARKING LOT

CONC

US 41 / N MAIN ST.

ASPHALT

A S

P H

A L T

GRASS

ASPHALT

P L

A N

T E

R S

CONC

1-STY

RESIDENTIAL

1-STY

COMMERCIAL

1-STY

RESIDENTIAL

PLANTERS

1 E

3 C

4 E

3 C

4 E

3 C

5 E

3 C

S A

N M

W V

S A

N M

S A

N M

G M

W M

G M

S A

N M

1-STY

RESIDENTIAL

R E

T A I N I N

L L

GARAGE

E X I S

T I N

E X I S

T I N

EXISTING R/W

E X I S

T I N

E X I S

T I N

KRIEBEL

PROPERTIES, LLC

CSX TRANSPORTATION

STEVE &

DEBRA ANN WAGONER

ELIZABETH FABEL

& DAVID DONAN

KENNETH GIBSON,

ELIZABETH FABEL & DAVID DONAN

18X

KENNETH GIBSON,

ELIZABETH FABEL &

DAVID DONAN

+37

+10

+25

+50.26

+25

41.05

+90

+91.65

+00

+57

+58.33

+29.76

+14

+48

+46.47

167.91

+17.62

168.47

+50

+55.18

213 +94.02

+05

+94.02

+75

P R

O P

T E

M P

E A

S E

F O

R R

O A

D W

A Y

N D

N T

R A

N C

O N

S T

+92.74

189.13

+60.83

42.16 +84.76

41.47

+92.94 185.01

+60.10

42.88

+60.81

56.16

+85.31

43.57

+34

+94.48

+90.73

+34

+10

PROP. TEMP. EASE. FOR

ROADWAY AND ENTRANCE CONST.

+05

+31

+65.87

150 +90

+90

157.46

+66.30

157.92

ROADWAY AND ENTRANCE CONST.

PROP. TEMP. EASE. FOR

+60

+75

+55

+92.13 170.02

+67.05 171.74

+91.93

174.14

EXISTING R/W

+64.48

173.14

+63.64

143.12

+10.06

42.61

+61.21

55.71

+85.61

57.08

+86.74

+35.80

236.94 +80.81

233.45

PROP. R/W

S5°42'12"W, 28.56'

N °1

N10°08'26"E, 45.14'

S °3

STATION TO STATION LF

8348+24 - 49+00

CONST. STD. CURB & GUTTER LT. OF CATES ST. ¡

STATION TO STATION LF

6948+31 - 49+00

CONST. STD. CURB & GUTTER RT. OF CATES ST. ¡

STATION TO STATION LF

7548+25 - 49+00

CONST. STD. CURB & GUTTER LT. OF RAILROAD ST. ¡

STATION TO STATION LF

7748+30 - 49+00

CONST. STD. CURB & GUTTER RT. OF RAILROAD ST. ¡

STA. 48+18.01 CATES STREET

STA. 20+00.00 ALLEY 1 =

BEGIN CONSTRUCTION

STA. 47+96.29

BEGIN CONSTRUCTION

STA. 48+22.60 RAILROAD STREET

STA. 23+35.34 ALLEY 1 =

END CONSTRUCTION

STA. 48+02.37

BEGIN CONSTRUCTION

STA. 47+96 CATES STREET

CONST. 18 LF OF EDGE KEY

STA. 48+02 RAILROAD STREET

CONST. 19 LF OF EDGE KEY

R=15'

PLANS

RIGHT OF WAY

SEE SHEET R7

FOR US 41

KENNETH LOYD ABBOTT, JR.

18X

ENTRANCE CONSTRUCTION LT. OF ALLEY 1 ¡

STATION

22+44

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

STA. TO STA. SIZE/TYPE

CHANNEL LINING

TYPE QUANTITYDEPTH

LT 20+14 - 22+19 SPEC. "V" ECB 1' 179 SY

DITCH CONSTRUCTION ALLEY 1

LT 22+59 - 23+10 SPEC. "V" ECB 1' 41 SY

LT 23+12 - 23+22 SPEC. "V" ECB 1' 12 SY

ENTRANCE CONSTRUCTION RT. OF ALLEY 1 ¡

STATION

20+73

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

--- ---21+23 10 26 --- ---

--- ---22+05 10 20 --- ---

--- ---21+01 10 31 --- ---

DND RETAINING

WALL

DND

112+00 113+00 114+00 115+00 116+00 117+00

U.S. 41

DND

STA. 50+00.00 CATES STREET

STA. 112+64.67 US 41 =

STA. 50+00.00 RAILROAD STREET

STA. 116+00.97 US 41 =

DND

CSX TRANSPORTATION

ROADWAY CONST.

TEMP. EASE. FOR

PROP. PERM. UTIL. EASE. &

PROP. PERM. UTIL. EASE. & TEMP.

EASE. FOR ROADWAY CONST.PROP. PERM. UTIL. EASE. & TEMP.

EASE. FOR ROADWAY CONST.

KENNETH LOYD ABBOTT, JR.

18X

ENTRANCE CONSTRUCTION RT. OF RAILROAD STREET ¡

STATION

48+72

WIDTH

(FT)

ASPHALT

(SY)

CONCRETE

(SY)

GRAVEL

(SY)

ENTRANCE PIPE

SIZE LF

STA. 20+00 TO STA. 23+35.34

DEPARTMENT OF HIGHWAYS

COMMONWEALTH OF KENTUCKY

SHEET NO.

1"=20'SCALE:

HORIZONTAL SCALE

0' 40' 80'20'

OpenRoads Designer v10.16.2.267

COUNTY OFITEM NO.

HOPKINS02-8305.00

mwirtzbergerUSER: J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\30 - PLANS AND PROFILES\ALLEY 1 - PLAN SHEET.DGNFILE NAME:

R13

ALLEY 1 PLAN SHEET

REVISED: JANUARY 13, 2025

File details come from the government source that posted it. Updated Mar 12, 2026.