Parcels 218, 221, 222 & 232 related Plan Sheets 1-115.00_Ballard.pdf

PDF 960 KB Posted Oct 12, 2022

Attached to: Demolition SVC Ballard Co
Solicitation number: RFB 605 2300000231 1
Issued by: Ballard County, Kentucky

About this file

Written by GovTribe AI · Mar 12, 2026

This is a plan sheet document for Ballard County, Kentucky, detailing infrastructure construction along KY 473 (Gage Road) and US 60, involving parcels 218, 221, 222, and 232. The project encompasses roadway improvements and right-of-way acquisition from station 46+85 to 53+20 on KY 473 and from station 190+00 to 205+00 on US 60. The scope of work includes ditch construction with erosion control blanket (ECB) lining in various configurations, entrance construction with asphalt surfaces and 15-inch pipe installations, pavement transitions, and temporary easements for entrance and slope construction. Ditch construction quantities range from 17 to 882 square yards across multiple segments on both US 60 and associated roads, with special "V" ditch configurations specified throughout. The revised plans are dated June 7, 2022, with original plans dated September 7, 2005, indicating a significant time span between initial design and current revisions.

The project involves multiple property owners including Kenneth C. & Nancy Thomas, Ballard County Economic & Industrial Development Board, Inc., and Strickland Farm, Inc., among others. The plan sheets document existing utilities including gas mains, water mains, sewer lines, and various drainage structures such as concrete and metal pipes in sizes ranging from 12 to 48 inches. Right-of-way acquisition, temporary easements for construction, and property access control measures are delineated across the project corridor. The design incorporates specific construction limits, ultimate construction limits, and slope protection measures with detailed specifications for channel lining types, pavement surface materials, and entrance pipe configurations identified by station number and location.

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G r a v e l

A s p h a lt

G r a v e l

A s p h a lt

S h e d

C le a n o u t

KY 473

C M

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W M W

W M

S A

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T-POST

I P

C P

G r a v e l

(F o u n d

R e b a r

P O

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S I G

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4' WOVEN

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4' WOVEN WIRE

G r a v e l

C o n c r e t e

G r a v e l

KY 473

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W V

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W V

W S

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W M

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4' BOARD

VINYL

4' WOVEN WIRE

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W O

4' WOVEN WIRE

W O

S02°44'33"W - 127.17'

N12° 33'5

9"W

- 1

32.

15'

S86°47'14"E-34.89'

S85°37'28"E-37.11'

S17°23'35"W145.41'

N02°36'53"E

141.74'

-19.32'

51+78.27

20.49'

51+92.83

-45.00'

52+57.00

-45.00'

53+00.00

-24.00'

53+00.00

P R O P . R /W

ENT. CONST.

TEMP. ESMT. FOR

55.37'

51+92.29 21.41'

53+20.00

-18.61'

53+20.00

222X

DEBORAH MAE &

CHARLES GLENN

RICHARDS

KATHI

HALYAK

EXCESS

PURCHASE

TIMOTHY ALLEN &

LESLEY DIANE GOODIN

DEBORAH RILEY &

GREGORY HOLMAN

MICHELE WILKASON

0' 100' 200'50'

US 60 STA. 174+35.85 =

KY 473 SOUTH (GAGE RD.)

STA. 50+20.07

US 60 STA. 174+35.85 =

KY 473 SOUTH (GAGE RD.)

STA. 50+20.07

THE PREWITT

REVOCABLE

LIVING TRUST

RAYMOND J. &

SANDRA J. GILBERT

EXCESS PURCHASE

170+00

175+00

171+61.00

e = NC

12.96'E =

12000.00'R =

1114.74'L =

557.77'T =

LT05°19'21"Δ =

177+18.76PI STA

US 60

47.24'-N12°33'59"W

-35.57' 52+57.00-56.41'

51+79.59

S17°23'35"W -39.99'

E. BRUCE &

DEBORAH B. TAFFER

END ACCESS

CONTROL US 60

STA. 173+80, 132'

SPCL. "V" DT.

S P C L.

D T

S P

C L "V

S P

C L "V

S P

C L "V

C O

N S T

CONST. LIMITS

C O

N S T

CONST.LIMITS

2' PVD. SH.

PLANS

RIGHT OF WAY

10'

18 LF EDGE KEY

18 LF EDGE KEY 9'

9'S02°19'42.8"W S02°19'42.8"W

EL. XXX.XX'

LOW WIRE

42.00' 174+99.43

40.99' 173+79.33

BEG. ACCESS

CONTROL US 60

STA. 175+12, 115'

KATHI

HALYAK

218X

S °2

S03°04'00"W 133.89'

N '2

N08°18'09"E 53.81'

N36°04'25"W -89.32'

N13°00'32"W -6.61'E

-200.72' 47+47.20

-37.77' 47+43.63

-95.00' 48+20.00

-39.51' 47+50.00

-133.98' 176+26.10

-133.40' 175+15.00

SPCL. "V"

DT.

RON & ELIZABETH

BLANKENSHIP

GARY & RHONDA QUARLES

E. BRUCE &

DEBORAH B. TAFFER

RICKY & DEBRA L

HUDDLESTON RICKY & DEBRA L

HUDDLESTON

JEFFERY LIND &

SUEZEE JENKINS

DANNY & REBECCA J

CAPPS

THE PREWITT

REVOCABLE

LIVING TRUST

RAYMOND J. &

SANDRA J. GILBERT

S '0

S03°04'00"W 35.91'

N °3

148.99' 176+41.98113.14'

176+40.01

P 221X

MICHELE WILKASON

EXCESS PURCHASE

P 221X

-39.29' 174+52.91

N02°36'53"E 195.90'

S85°37'28"E-177.68'

S03°04'00"W 159.95'

-46.56' 176+31.08

S03°04'00"W 87.56'

Brick 1-Sty.

Garage

Shed

Garage

S h e d

Brick 1-Sty.

G r a v e l

Frame 1-Sty.

S h e d

Brick 1-Sty.

C o n c r e te

Garage Garage

Brick 1-Sty.

G r a v e l

KY 473

Ex. 15" CMP

(F o u n d

R e b a r

C o n c r e te

Brick 1-Sty.

Garage

Frame 1-Sty.

G r a v e l

Ex. 15" Steel

Frame 1-Sty.

G r a v e l port Car-

Shed

Garage

Gravel

Frame 1-Sty.

G r a v e l

Trailer

Garage

Trailer

KY 473

Frame

1-Sty.

A s p h a lt

Shed

Barn

G r a v e l

Barn

G r a v e l

A s p h a lt

Brick 1-Sty.

Garage

Shed

S h e d

Barn

RCP

Ex. 15"

Ex. 12" RCP CMP 15" Ex.

Ex. 15" RCP

15" CMP

Ex.

CMP

Ex. 18"

DND

Ex. 18" CMP

CMP

Ex. 15"

C M

P E x

Frame 1-Sty.

Barn

Asphalt Asphalt

46+85.00STA

BEGIN CONST.

53+20.00STA

END CONST.

P R

O P

C /A

R /W F

E N

C E

P R

O P

C /A

R /W F

E N

C E

P R

O P

C /A

R /W F

E N

C E

P R

O P

C /A

R /W F

E N

C E

PROP. R

PROP. R/W

PROP. R

/W45

85.12°

426.53 OE

425.96

EX. R/W

15" 10

R 10'

R 10

R 10'

EX. R/W

50' R

' T

A P

E R

:1 T

A P

E R

C O

N S T

C O

N S T

U L T

C O

N S T

U L T

C O

N S T

194 SY-1.0'ECBSPCL. "V"50+25 - 52+65

103 SY-1.0'ECBSPCL. "V"48+08 - 49+20

83 SY-1.0'ECBSPCL. "V"46+85 - 47+75

QUANTITYTDTYPE

CHANNEL LINING

SIZE/TYPESTATION TO STATION

DITCH CONSTRUCTION LT - GAGE RD.

243 SY-1.5'ECBSPCL. "V"51+09 - 53+20

86 SY-1.0'ECBSPCL. "V"50+16 - 51+09

216 SY-1.0'ECBSPCL. "V"46+85 - 49+20

QUANTITYTDTYPE

CHANNEL LINING

SIZE/TYPESTATION TO STATION

DITCH CONSTRUCTION RT - GAGE RD.

GAS MAIN

CAUTION:

36ASPH.--RES.14'52+78

85ASPH.15"43'RES.12'47+90

SIZELNG. (SQYD)

AREA

SURFACE

TYPE

SURFACE

PIPE

TYPEWIDTHSTATION

ENTRANCE CONSTRUCTION LT - KY 473 (GAGE ROAD)

25'R

41ASPH.15"39'RES.10'47+90

SIZELNG. (SQYD)

AREA

SURFACE

TYPE

SURFACE

PIPE

TYPEWIDTHSTATION

ENTRANCE CONSTRUCTION RT - KY 473 (GAGE ROAD)

O p e n

R o a d s D e s ig n e r v

COUNTY OF ITEM NO. SHEET NO.

BALLARD 01-115.00 R032

SCALE:1"=50' PLAN SHEET

STA 46+85 TO 53+20

KY 473 (GAGE RD)

S e p te m b e r

D A

T E

P L O

T T

E D d re e s

U S

E R

W W

O R

G D

E I-

P W

.B E

N T

L E

Y .C

O M

E I-

P W

-0 \D

R E

E S

E I.

C \D

M S

L A

N .D

G N

E N

A M

JUNE 7, 2022REVISED PLANS DATE:

CharlesL.Watkins Highlight

CharlesL.Watkins Polygon

Asphalt

Complex Office

Metal

Building

Metal

M10

Trailer

SIGN

Garage

IP IP

EL JB

POSTIP

TV JBEM

TEL P

TEL JB

CONST. LIMITS

ULT. CONST. LIMITS

CONST. LIMITS

ULT. CONST. LIMITS

SPCL. "V" DT. SPCL. "V" DT.

CONST. LIMITS

2' FB. SURF DT.

CONST. LIMITS

O.E

415.98

E Q P

I.E

416.59

24" I.E

418.59'

419.62

" P

419.10

O.E

418.15'

M A

T C

H L

S T

M A

T C

H L

S T

BALLARD COUNTY ECONOMIC & INDUSTRIAL

DEVELOPMENT BOARD, INC.

KENNETH C. &

NANCY THOMAS

PAUL RICHARD OWEN

STRICKLAND FARM, INC.

-120.00'

193+00.00

40.00'

46+07.00

85.00'

46+07.00

50.00'

47+25.00

85.00'

47+25.00

147.92'

199+85.00

252.00'

199+85.00 252.00'

200+20.00

0' 100' 200'50'

S88°33'52"E

293.33'

S85°53'15"E

327.38'

N87°13'06"W-711.50'

-110.88'

190+06.81

-91.65'

196+76.84 -91.72'

196+86.92

-92.73'

198+18.82

-94.71'

200+79.19

-31.55'

46+44.22

-43.79'

46+44.14

31.53'

44+75.00 -31.68'

44+75.00

-53.73'

47+82.94

-115.78'

200+78.98

-115.79'

201+06.74

150.00'

201+09.38

E X

PROP. C/A, R/W & FENCE

N T

PROP. R/W

TEMP. ESMT. FOR ENT. CONST.

29.22'

47+38.57

46.56'

47+77.50

-31.45'

47+41.83

-48.44'

47+78.00

BALLARD COUNTY ECONOMIC & INDUSTRIAL

DEVELOPMENT BOARD, INC.

JAMES. O ENLOW, INC.

45+00

S '2

44+00.00POB

S86°46'57"E

US 60 STA. 196+81.92

VETERANS AVE. (CS 4026) STA. 50+00

11'

6' PVD. SH.

15"

2' FB. SURF DT.

SPCL. "V" DT.

SPCL. "V" DT. SPCL. "V" DT.

SPCL. "V" DT.

6' PVD. SH.

11'

E N

D A

C C E S S

C O

N T R O L U

S T A . 1

.3 , -1

148.51'

200+20.00

102.70'

201+45.00

N86°56'34"E-118.37'

N87°13'06"W-10.08'

L= 71.09' R=74.00' Right

S61°21'19"W LC=68.39'

L= 56.01' R=74.00' Right

N61°37'51"W LC=54.68'

145.21'

198+22.36

54.38'

47+85.00

6' PVD. SH.

11'

6' PVD. SH.

11'

-92.00'

196+10.23

100' TAPER

T A

P E

S77°35'26"E 75.98'

S86°48'16"E - 258.98'

N87°13'06"W - 392.28'

-115.69'

198+20.00

DUMPSTER

S T A -1 .8

B E G

A C C E S S

C O

N T R O L

U S

T E

M P

S M

F O

T C

O N

S T

T E

M P

E S

M T

S L

O P

O N

S T

T E

M P

E S

M T

S L

O P

O N

S T

Pond

260.37'

N02°38'49"E-21.08'

S86°48'16"E-27.76' .8

N85°49'36"W

287.06'

N °2

S86°48'16"E

674.71'

S88°15'51 "W

150.56'

N82°30'48"W 241.79'

100.00'

201+08.88

150.00'

201+45.00

FOR ENT. CONST.

TEMP. ESMT. 118.00'

203+50.00 105.00'

205+00.00

A -103.00'

197+41.15

E N

D A

C C

E S

C O

N T

R O

L U

S T

112.02'

196+15.00

142.00'

196+15.00

142.00'

196+30.00

B E

A C

C E

S S

C O

N T

R O

L U

S T

111.77'

196+30.00

1270.21'

N85°49'36"W

192.39'

N03°13'03"E - 30.23'

N87°42'39"W

1078.47'

PLANS

RIGHT OF WAY

170 SY-3.0'ECBSPCL. "V"204+07 - 205+00

265 SY-1.0'ECBSPCL. "V"200+80 - 204+07

426 SY-1.5'ECBSPCL. "V"197+25 - 200+80

882 SY-2.0'ECBSPCL. "V"190+83 - 196+38

94 SY-1.0'ECBSPCL. "V"190+00 - 190+83

QUANTITYTDTYPE

CHANNEL LINING

SIZE/TYPESTATION TO STATION

DITCH CONSTRUCTION LT - US 60

17 SY-1.5'ECB2' FB. SURF204+90 - 205+00

68 SY-1.0'ECB2' FB. SURF204+40 - 204+90

122 SY-1.0'ECB2' FB. SURF203+50 - 204+40

68 SY-1.0'ECB2' FB. SURF203+00 - 203+50

520 SY-1.0'ECBSPCL. "V"198+40 - 203+00

206 SY-1.5'ECBSPCL. "V"197+00 - 198+40

853 SY-1.5'ECBSPCL. "V"190+80 - 196+60

91 SY-1.0'ECB2' FB. SURF190+00 - 190+80

QUANTITYTDTYPE

CHANNEL LINING

SIZE/TYPESTATION TO STATION

DITCH CONSTRUCTION RT - US 60

409 SY-1.0'ECBSPCL. "V"44+75 - 49+20

QUANTITYTDTYPE

CHANNEL LINING

SIZE/TYPESTATION TO STATION

DITCH CONSTRUCTION LT - VETERANS AVE.

110 SY-1.0'ECBSPCL. "V"48+00 - 49+20

74 SY-1.0'ECBSPCL. "V"47+20 - 48+00

133 SY-1.0'ECBSPCL. "V"44+75 - 46+20

QUANTITYTDTYPE

CHANNEL LINING

SIZE/TYPESTATION TO STATION

DITCH CONSTRUCTION RT - VETERANS AVE.

EDGE KEY

20 LF

S86°46'57"E

25'

OE 419.79'

419.92'

431.07'

427.26'

EL. 452.16'

LOW WIRE

100100' EOP TAPER198+40 - 199+40

LENGTHTYPESTATION TO STATION

PAVEMENT TRANSITION LT - US 60

100100' EOP TAPER47+25 - 48+25

LENGTHTYPESTATION TO STATION

PAVEMENT TRANSITION RT - VETERANS AVE.

145.42'

198+35.00

169.00'

198+37.00

146.34'

198+90.00

170.00'

198+90.00

TEMP. ESMT. FOR ENT. CONSTRUCTION

50'

25'

25'R

N °3

S °3

232X

1908ASPH.15"42'RES.24'196+82

SIZELNG. (SQYD)

AREA

SURFACE

TYPE

SURFACE

PIPE

TYPEWIDTHSTATION

ENTRANCE CONSTRUCTION RT - US 60

386ASPH.15"102'COM.40'46+65

SIZELNG. (SQYD)

AREA

SURFACE

TYPE

SURFACE

PIPE

TYPEWIDTHSTATION

ENTRANCE CONSTRUCTION RT - VETERANS AVE

O p e n R o a d s D e s ig n e r v

COUNTY OF ITEM NO. SHEET NO.

BALLARD 01-115.00 R017

SCALE:1"=50' PLAN SHEET

205+00 TO 190+00STA

US 60

S e p te m b e r

D A

T E

P L

O T

T E

D jl it tl e to n U

S E

P W

W O

R K

\A E

I- P

W .B

E N

T L

E Y

.C O

A E

I- P

W -0

T L

E T

O N

E I.

C C

\D M

P L

A N

.D G

N F

N A

M E

MARCH 30, 2022REVISED PLANS DATE:

G r a v e l

Gra vel

Complex Office

Metal

Building

Metal

Asphalt

#2105

IPC

Trailer

Garage

Frame

1-Sty.

G r a v e l

A s p h a lt

KENNETH C. &

NANCY THOMAS

EXCESS PUCHASE

232X

44+75.00STA

BEGIN CONST.

CharlesL.Watkins Highlight

CharlesL.Watkins Polygon

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