04-8705.00 PLAN PAGES.pdf

PDF 3 MB Posted May 14, 2025

Attached to: Demo Svc Meade Co P. 35, 39, 44, 71, 78, 84, 95, 102, & 131
Solicitation number: RFB-605-2500000691-1
Issued by: Letcher County, Kentucky

About this file

Written by GovTribe AI · May 20, 2025

This document is a set of right-of-way plan sheets for a Kentucky Transportation Cabinet (KYTC) road project, specifically the KY 79 highway improvement project in Meade County, Kentucky (Item No. 4-8705.00). The plans detail a comprehensive roadway realignment and reconstruction effort, spanning multiple stations from approximately STA. 530+00 to STA. 43+50, involving multiple intersecting roads including Molly Brown Road, Ragtown Lane, Turner Road, Foxboro Road, Kirchdorfer Road, Greenwell Lane, and Melinda Drive. The project includes detailed right-of-way acquisition, temporary and permanent easements, utility relocations, drainage improvements, and road geometric modifications across approximately 15-20 miles of rural roadway.

The right-of-way plans meticulously document property ownership, existing and proposed right-of-way limits, temporary construction easements, and land parcel details for dozens of individual property owners. The project appears to be funded through state transportation infrastructure funds, with precise engineering details including curve data, elevation changes, drainage specifications, and road cross-sections. The plans incorporate multiple technical elements such as shoulder width specifications (typically 10' with 8' paved), various pipe and drainage infrastructure, and specific roadway design parameters like superelevation rates and horizontal curve radii. The documents are dated with revision dates ranging from July 2023 to October 2024, suggesting an ongoing planning and design process with periodic updates.

View the file

Other files

File	Type	Posted
04-8705.00 AERIALS & DIRECTIONS.pdf	PDF	May 14, 2025
04-8705.00 IMPROVEMENTS TO BE REMOVED.pdf	PDF	May 14, 2025
Final_RFB_605_2500000691_1_SO_FORM.PDF	PDF	May 14, 2025
Bid Sheet - Demo Meade County P. 35, 39, 44, 71, 78, 84, 95, 102, & 131.xlsx	XLSX spreadsheet	May 14, 2025

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Post

Dense Vegetation

Steps

S t e p s

G r a v e l

A s p h a lt

Garage

W o o d

F e n c e

C o n c r e t e

F e n c e

A s p h a lt

G r a v e l

F e n c e

Garage

A s p h a lt

Garage

F e n c e

W.W. Fence

F e n c e

G r a v e l

Reside nce

Stone 1-Stor y

Residence

Frame

1-Story

Residence

Brick

1-Story

Residence

Frame

1-Story

Residenc e

Stone 1-Story

Res.

Frame

1.5-Sty.

Bed

Flower

Stone

Residence

Frame

20Story

Utilities

Underground

LPGarage

Port

Car

Pad

Conc.

Bath Bird

G a t e

Shed

Wood

12" PVC

15" RCP

15" CMP

Main

8" PVC

Tank Location

Approx. Septic

LTDHD

Tank Location

Approx. Septic

LTDHD

KY 79

KY 79KY 79

4E 1T

1E 1T 1C

4E 1T

1E 1T

Res.

Frame

1-Story

Posts

8" PVC Main

Posts

Sinkhole

C o n c

Entranc e

Field

G r a v e l

I.E. = 645.79

O.E. = 644.76

I.E. = 656.86

O.E. = 656.23

C M

R C

18" CMP

R C

O.E. = 645.37

W M

O M

F O

P O S T

C.P. 1051

646.10 I.E. =

15" CMP

P O S T

W M

P O S T

F O

F P

DB. 412 Pg. 326

Melody S. Latta (wife)

Paul Thomas Latta

PB 4 Pg. 85

DB. 324 Pg. 1

Charles E. Whelan (unmarried)

Z Z

Lot 1

DB. 90 Pg. 43

Marlene Cook (wife)

Joseph E. Cook

DB. 509 Pg. 407 (Water Line Esmt.)

DB. 174 Pg. 267

Danetta Rose Collins (wife)

Steven W. Collins

DB. 509 Pg. 408 (Water Line Esmt.)

DB. 580 Pg. 397 (Sell-off)

DB. 442 Pg. 533 (Sell-off)

DB. 429 Pg. 309

Joan P. Wilson (wife)

David T. Wilson

DB. 509 Pg. 417 (Water Line Esmt.)

DB. 464 Pg. 550

Virginia Livers (wife)

David G. Livers

74.08'

+44.01

DB. 509 Pg. 395 (Water Line Esmt.)

WB. X Pg. 452

DB. 120 Pg. 375

Doris Stivers (widow)

DB. 682 Pg. 159

DB. 624 Pg. 434

Charles E. Whelan (single)

LP. 59 Pg. 368

DB. 509 Pg. 407 (Water Line Esmt.)

DB. 606 Pg. 1

Jimmie D. Cockerill (husband)

Kellie L. Cockerill

Equitable Title:

Danetta Collins (wife)

Steven W. Collins

Legal Title:

DB. 548 Pg. 543

Lisa K. Babb (wife)

Jodie D. Babb (husband)

Not Used

Existin g R/W

Existing R/W Existin g R/W

Existing R/W

10' Shoulder (8' Paved) 10' Shoulder (8' Paved)18 " P ip e 18

P ip e

Disturb Limits

Esmt.

Temp.

E s m t

T e m p

Proposed R/W

Propose d R/W

KY 79 Curve Data

& Proposed R/W E s m t

T e m p

T S

S C

P T

N 36°12'51" E

Disturb Limits

55'

+00

85.05'

+65

160'

+90

(T y p

N 36°12'51" E

P ip e

Type B

Silt Trap

Perm.

BermBerm

Berm

N 36°12'51" E

10' Shoulder (8' Paved) 10' Shoulder (8' Paved) 10' Shoulder (8' Paved)

10' Shoulder (8' Paved)

Swale Dt.

4' F.B.

2' F.B. Spec. Dt.

2' F.B. Spec.

Dt.

Spec. Dt.

2' F.B.

15" Pipe

100'

+20

60'

+75

60'

+75

75'

+90

90'

+70 70'

+70

70'

+00

110'

+05

90'

+00

115'

+15 115'

+45

110'

+25

87.10'

+87.85

79.56'

+00

82.17'

+5085.56'

+85 87.23'

+53.11

70'

+0055'

+00

62.67'

+35

75'

+15.68

85'

+92.68

55'

+50

Proposed R/W

(Remove) (Remove) (Remove)

(R e m o v e

(Remove)

90'

+37.02

77.54'

+38.59

65'

+00

82.48'

+38.76

63.86'

+90.59

15" Pipe

110'

+00 110'

+45

15" Pipe

Disturb Limits

135'

+15 130'

+55

Esmt.

Perm. Drain.

94.48'

+00

95.35'

+75

120'

+70

82.24'

+30

89.01'

+50

115'

+10

Esmt.

Drain.

Perm.

90'

+4090'

+00

65.90'

+70

Esmt.

Drain.

Perm.

(Typ.)

R=25'

(T yp .)R=2

5' (T y p

(Typ.)

R=25' (Typ.)

R=25'

(Typ.)

R=25'

! Proposed KY 79

Disturb Limits

56.72'

+12.15

63.91'

+96.96 62.50'

+37.48

84.03'

+41.55

15" Pipe

Type 1

DBI

Temp.

Pi pe

" T e m p.

Ditch Berm

Runout = 50.77'

Runoff = 66' e = 2.6%, emax = 8.0%

E = 8.25'

R = 5370.00'

L = 595.07'

T = 297.84'

Delta = 06°20'57" Rt.

PI Sta. 528+78.29

T.E.

E x

U t il it y

E s m t

(T y p

Ex. 10' Utility Esmt. (Typ.)

P ip e

P e r f

Spec. Dt.

2' F.B.

Ex. 15' Water

Line Esmt.

Ex. 15' Water Line Esmt.

P ip e

P e r f

Temp. DBI Type 1

DBI Type 1

Temp.

T.E.

80'

+05 80'

+30

68.21'

+40

Esmt.

Temp.

15.08'

+88.21

173.92'

+96.14

7.44'

+97.23

163.16'

+96.58

T .E

269.46'

+58.30

241.77'

+67.68 and Entr. Constr.

Building Removal

Temp. Esmt. for

51.23'

+38.59 63.72'

+50.89

212.47'

+41.31

23.21'

+38.94

37.11'

+73.52

86.32'

+37.03

78.71'

+15.68

& Proposed R/W

142.45'

+36.13 128.96'

+22.92

75'

+37.27

Prop. R /W

(T y p

R ' 24.39'

+49.54

36.34'

+35.67

+30.34

+97.21

+38.54

+62.22

63'

+00

64.16'

+75.52

65.01'

+75

644.75

I.E. =

636.00

O.E. =

640.50

O.E. =

I.E. = 645.25

649.00

O.E. =

653.54

I.E. = 15" Pipe

100'

+10

79.27'

+95

100'

+42.99

T.E.

MEADE 4-8705.00

0' 100' 200'50'

M A

T C

H L I N

T A

M A

T C

H L I N

T A

PLANS

RIGHT OF WAY

unless otherwise noted.

sheet are for Entrance Construction

All Temporary Easements shown on thisNote:

28.30'

+10.46

21.71'

+12.42

Bearing

89.87

N 26 °26'2

8" E 143.27' N 30°22

'46" E

65.96'

S 51°38'11" W

°5

Radius = 2075.00'

Chord = N 36°55'15" E 62.15'

Arc = 62.15'

76.97'

S 43°50'22" W

(a)

(d)

(c)

(b)

(a)

Distance

S 29°51'54" W

N 48°37'31" W

S 52°07'07" E

N 26°26'28" E

230.38'

32.93'

28.47'

12.39'

(d)

Bearing Distance

(e)

(f)

S 29°51'54" W

N 48°24'02" W

N 39°12'04" E

N 30°22'46" E

113.00'

23.61'

53.18'

58.76'

(h)

Bearing Distance

(h)

(g)

(f)

(e)

(k)

(j)

(i)

Radius = 2125.00'

Chord = S 30°37'24" W 56.26'

Arc = 56.26'

(j)

S 29°51'54" W

N 39°12'04" E

93.69'

147.09'

(k)

Bearing Distance

(o)

(n)

(m)

(l)

S 30°03'55" W

N 57°29'09" W

N 29°51'54" E

N 36°41'10" W

50.16'

48.84'

75.82'

47.81'

(m)

(o)

Bearing Distance

(s)

(r)

(q)

(p)

S 36°42'14" W

S 33°20'39" W

S 53°33'54" E

N 29°51'54" E

(s)

(qq)

Bearing Distance

(w)

(v)

(u)

(t)

(t) (u

(v)

S 33°20'39" W

S 38°30'17" W

N 52°48'57" W

N 29°51'54" E

78.14'

62.53'

85.72'

142.58'

(w)

Bearing Distance

(aa)

(z)

(y)

(x)

Radius = 2075.00'

Chord = N 32°57'50" E 224.35'

Arc = 224.46'

(y)

S 38°30'17" W

S 32°24'00" W

N 29°51'54" E

62.57'

75.17'

10.67'

(z)

(aa)

Bearing Distance

(ff)

(ee)

(dd)

(cc)

(bb)

N 74°06'04" W

S 29°05'21" W

S 23°47'33" E

N 31°22'52" E

N 51°38'11" E

(bb) (cc)

(d d

(ee)

43.20'

40.31'

40.01'

55.20'

20.75'

(f f

Bearing Distance

(jj)

(ii)

(hh)

(gg)

(h h

(ii)

(j j

S 40°51'11" W 148.19' (kk)

(l l)

(mm)

(nn)

Bearing Distance

S 78°21'41" W

S 39°32'22" W

S 34°26'32" E

N 31°33'18" E

38.09'

39.21'

36.36'

79.69'

(nn)

(mm)

(ll)

(kk)

N 86°37'17" W

S 29°05'21" W

S 22°22'42" E

N 31°22'52" E

36.88'

40.31'

38.38'

80.29'

N 37°46'44" E 911.61'

(oo)

Bearing Distance

S 51°38'11" W 84.45'

S 31°22'52 " W 296.73

S 31°33'18

" W 255.12

N 37°46'44" E 632.86'

Radius = 2125.00'

Chord = N 34°34'49" E 237.13'

Arc = 237.25'

N 37°46'44" E 278.75'

P Not Used

(r)

174.12'

21.99'

71.36'

210.07'

(pp)

(oo)

Bearing Distance

(qq)

(pp)

9.34'

42.69'

S 30°03'55" W

S 36°15'29" W

REVISED PLANS DATE: JULY 12, 2023

35X

KY 79

O c t o b e r

D A

T E

L O

T T

E D m r o b is o n

U S

E R

H E

N A

P w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

R11

PLAN SHEET

STA. 530+00 TO STA. 545+00SCALE: 1"=50'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

M hannah.gaddie Polygon hannah.gaddie Polygon hannah.gaddie Polygon hannah.gaddie Polygon

Post

625.9

W.E.

Steps

M o ll

B o w n

Wilkins Ln W o o d

F e n c e

Sign

G r a v e l

A s p h a lt

G r a v e l

Wire Gate

Barbed

G r a v e l

C o n c r e t e

Pond

Wall

Conc. Ret.

Frame

1-Story

G r a v e l

W o v

W ir n c e

Pool

Resid ence

Residence

Brick

1-Story

Residence

Stone

1-Story

Residence

Frame

1-Story

Residence

Frame

1-Story

Residence

Brick

2-Story

A s p h a lt

Cultivated Field

G a t e

Barn

Metal

Gate

Woven Wire Fence

Shed

Wood

Tank

Garden

Rap

Rip

G a t e

15" CMP

Tank

Propane

Shed

Block

Conc.

Sign

Business

Tank

Propane

Unit

A/C

Fence

Wood

Conc.

Gravel Garage

Metal

Posts

Clothesline

Trees Lawn

Lawn

Trees

MBs

Field

M e t a l

Main

8" PVC

Location Unknown

Septic Tank

LTDHD

KY 79

4E 1T 4E 1T

1E 5E 1T

1E 1T 1C

1C 1E

4E 1T

1E 1T

1E 1C

5E 1T

3C 3C

G 1E

1E 1C

W.W.F.

8" P VC Main

8" PVC Main

Sinkhole

A s p h a lt

R a g t o w a n e

I.E. = 619.06

O.E. = 617.74

C u lv e r t

B o x "x

12" C

18" C

W V

W L

F O

12" CMP 12" VCP

638.42 I.E. =

637.16 O.E. =

IP IP

G a r a g e

F r a m e

B r ic k

W o v n c e

S h e d

F r a m e

O S T

F O

IP M

A G

STC

L a t e r a l

L in e s

Z Z

DB. 423 Pg. 61

DB. 287 Pg. 271

DB. 238 Pg. 33

Theresa S. Wilkins (wife)

Robert E. Wilkins

DB. 287 Pg. 271

Theresa Compton Wilkins (wife)

Robert Earl Wilkins

DB. 194 Pg. 280

Alice Faye Johnston (wife)

Edward Wayne Johnston (husband)

DB. 571 Pg. 10

Cathy Turpin (wife)

John Turpin

49.61'

+42.20

16.21'

+87.2517.39'

+57.38

67.24'

+61.78

66.09'

+91.41

96.67'

+04.58

97.59'

+96.84

100.63'

+67.61

99.36'

+37.26

47.03'

+98.67

50'

15' 15'

15'15'

DB. 509 Pg. 408 (Water Line Esmt.)

DB. 580 Pg. 397 (Sell-off)

DB. 442 Pg. 533 (Sell-off)

DB. 429 Pg. 309

Joan P. Wilson (wife)

David T. Wilson

DB. 509 Pg. 419 (Water Line Esmt.)

DB. 580 Pg. 397

DB. 560 Pg. 139

John Albert Haynes (single)

P Not Used

DB. 378 Pg. 36 (Oil & Gas Lease)

DB. 174 Pg. 135

Alice Jane Hardesty (wife)

Edward Lawrence Hardesty

64.24'

+56.25

DB. 682 Pg. 159

DB. 624 Pg. 434

Charles E. Whelan (single) DB. 675 Pg. 486

Angela Doyle (wife)

James E. Doyle (husband)

DB. 699 Pg. 51

Melinda Hipp

44X

Exis ting

R/W

Existing R/W

10' Shoulder (8' Paved)

E x is t in g

E x is t

Disturb Limits

E s m t

T e m p

Existing R/W

E x

Proposed R/W

0 5

& Proposed R/W Existing R/W

Existing R/W& Proposed R/W

Proposed R/W

P I

C S

S T

Disturb Limits

KY 79 Curve Data

10' Shoulder (8' Paved)

10' Shoulder (8' Paved

Dist urb

Lim its

Dist urb

Lim its

15" Pipe

2' F .B.

Spe

c. D t.

2' F.B. Spec. Dt.

80'

+15

140'

+40 148'

+75 140'

+95

80'

+50

65'

+15

80'

+00

90'

+00

68.95'

+25

160'

+10

89.67'

+30

91.32'

+50

150'

+75

150'

+05

125'

+05

120'

+20

83.53'

+25

85'

+3085'

+00

66.29'

+85

85'

+50

64.93'

+00

P ip e

2' F.B. Spec. Dt.

Spec.

Dt.

2' F.B

10' Shou lder (8'

Paved)

(T y p

R =2

(T y p

R =2

' (T y p

(T y p

R =5

(T y p

R =2

(Typ.)

R=50'

(T y p

R =2

! Proposed KY 79

Spec.

Dt.

2' F.B.

N 54°37'39" E

N 3 6°12 '51"

N 54°37'39" E

P C

Esmt.

Temp.

110'

+00

110.15'

+83.71

2' F.B. Spec. Dt.15" Pipe

I-O

S&F

36"

(R e m o v e

(Remove)

2' F.B.

Spec. D t.

15" Pipe 2' F.B. Spec. Dt.

Pipe 4" Non-Perf.

Pipe 4" Perf.

24" Pipe

618.25

I.E.

614.50

O.E.

80'

+50

Swale Dt.

4' F.B. Type B

Silt Trap

Perm.

Berm

Spec. Dt.

2' F.B.

Esmt.

Perm. Drain.

105'

+20

105'

+80

Disturb Limits

! Molly Brown Road

! Ragtown Lane

Sta. 30+00.00 ! Ragtown Lane & Molly Brown Road

Sta. 552+71.99 ! KY 79 =

Disturb Limits

632.50

O.E.

(Remove

T e m p

E s m t

94.21'

+25

102.83'

+40

Proposed R/W

I-O

Box

S&F

24"

110'

+00

94.05'

+00.59 55'

+00

85'

+60

21.26'

+30

(Remove)

Disturb Limits

E S

PT 28+70.21

PC 27+47.87

PI 28+09.10

75'

+56.99

70.93'

+15

15'

+47.02

24" Pipe

Ragtown Lane Curve Data

E = 1.70'

R = 1100.00'

L = 122.34'

T = 61.23'

Delta = 6°22'20" Lt.

PI Sta. 28+09.10

60'

28+55

85.93'

+20

Type 1

DBI

Temp.

P ip e

" T e m p

Runout = 51.33'

Runoff = 77' e = 3.0%, emax = 8.0%

Es = 59.83'

R = 4580.00'

ST = 25.67'

LT = 51.33'

Theta = 0°28'54"

Lc = 1394.89'

Ls = 77.00'

Ts = 780.85'

Delta = 18°24'48" Rt.

PI Sta. 547+96.53

Esmt.

Temp.

Line Esmt.Ex. 15 ' Wate r

mp. Esmt.

Tangent to Local 88°0'14"

Local Tangent 88°53'26" to

65'

+35

40'

+75

204.11'

+94.90

219.63'

+64.23

162.78'

+72.14

155.43'

+00.70

54.44'

+07.83

45.67'

+09.82

& Pro posed

R/WExisti ng R/

P r o p

S&F I-O

36"

Type 2

Temp. DBI

80'

+00

15'

+50

15'

+50

75'

+15

75'

+50

40'

+00

40'

30+59.40

60'

553+11.35

D is t u b im it s

I-O (typ.)

18" S&F

18"

633.00

I.E.

Box I-O

24" S&F

D is t u r b

L im it s80.90'

+53.55

87.80'

+57.55

+05.23

+02.35

+5 .9

+8 .9

99.00'

+30

& Entr. Constr.

Rdwy. Grading

Temp. Esmt. for

70.64'

+56.99

END CONSTRUCTION

STA. 33+00

END SURFACING

STA. 32+75

BEGIN SURFACING

STA. 27+75

Easement

Permanent Drainage

Residence

Do Not Disturb

635.75

I.E. =

635.41

O.E. =

227.05'

546+15.15

257.28'

546+15.56

Grading for Rdwy.

Temp. Esmt.

200'

+00 Esmt.

Temp. 200'

+40

15" P ipe

101.47'

+60

93.41'

+75

(T y p

R temporary easement line.

permits construction beyond the

See Consent & Release form that

(DND)

MEADE 4-8705.00

0' 100' 200'50'

M A

T C

H L I N

T A

M A

T C

H L I N

T A

PLANS

RIGHT OF WAY

P Not Used

P Not Used unless otherwise noted.

sheet are for Entrance Construction

All Temporary Easements shown on thisNote:

Bearing Distance

185.61'

S 59°15'47" W

300.76'

S 54°37'25" W

201.13'

S 54°14'22" W

°4

°3

°5

" W

1' N

°0

1° '0

W .9

(g)

(f)

Bearing Distance

(f)

(e)

(d)

S 53°42'39" W

S 34°17'21" E

S 79°10'47" E

65.80'

23.60'

109.22'

(i)

(h)

(g)

S 53°42'39" W

N 58°37'03" E

S 79°10'47" E

246.12'

243.64'

3.75'

(h)(i)

°5

Bearing Distance

Radius = 935.00'

Chord = N 39°49'06" E 66.55'

Arc = 66.57'

(k)

(j)

(n)

(m)

(l)

Radius = 935.00'

Chord = N 47°47'04" E 193.08'

Arc = 193.42'

(j)

(k)

(l)

S 54°14'22" W

S 46°10'12" W

N 53°42'39" E

98.50'

81.70'

11.35'

(m)

(n) S 3 6°11'2

9" W

.91'

S 49°42'14" W 162.11'

Bearing Distance

(q)

(p)

(o)

S 46°10'12" W

S 37°26'30" E

N 53°42'39" E

15.90'

367.08'

351.01'

(q)

N 53°42'39" E 916.14'

Distance

°0

' Bearing

(r)

(t)

(v) (w)(x)

(y)

N 53°42'39" E 327.33'

(z)

(aa)

°3

S 57°27'28" W 200.63'

°2

357.04'

N 53°42'39" E

Radius = 985.00'

Chord = N 53°28'46" E 7.95'

Arc = 7.95'

Radius = 985.00'

Chord = N 44°38'26" E 235.36'

Arc = 235.93'

(aa)

(z)

(dd)

(y)

(x)

(w)

(v)

(u)

(t)

(s)

(r)

N 37°26'30" W

N 74°01'56" W

S 54°37'39" W

S 29°08'28" W

N 57°27'28" E

N 37°26'30" W

S 17°01'14" W

S 37°26'30" E

N 75°45'25" E

366.47'

32.02'

60.00'

44.31'

120.15'

75.00'

43.01'

35.00'

38.08'

(d d

Bearing Distance

(cc)

(bb)

(b b

S 53°42'39" W

S 40°32'50" E

37.36'

186.83'

(cc)

(a), (b), (c) - NOT USED

REVISED PLANS DATE: JULY 17, 2024

KY 79 PLAN

O c t o b e r

D A

T E

L O

T T

E o b is o n

U S

H E

M w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

R13

STA. 545+00 TO STA. 560+00SCALE: 1"=50'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

M hannah.gaddie Polygon hannah.gaddie Polygon hannah.gaddie Polygon

W .E

S ig n

W o v n c e

G r a v e l

Barn

Metal

1-Story

Shed

Metal

Well

W o v n c e

Wooden Fence

Pond

Woven Wire Fence

W o v n c e

Woven Wire Fence

Frame

1-Sty.

POST

G r a v e l

Residence

Brick

1-Story

Shed

Block

Conc.

Residence

Brick

1-Story

15" CMP

Tank

Woven Wire Fence

Asphalt

POST

15" CMP

Tree Tree

Gate

Field

W. W. Fence

F e n c e

Field Trees

Lawn Lawn

Trees

Lawn

Field

F e n c e

Main

8" PVC

Main

8" PVC

Tank Location

Approx. Septic

LTDHD

Mack's Farm Rd

KY 79

3C 1T

C 1E

3C 1T

4E 1T

Sinkhole

8" PVC Main

Sinkhole

I.E. = 587.30

O.E. = 587.22

R C

W V

W L

FOM

P O S T

C.P. 1053

GATE

Z Z

DB. 417 Pg. 276

DB. 399 Pg. 269

DB. 398 Pg. 170

DB. 393 Pg. 179

Assignments*

Pg. 3.

acquired in DB. 389

Only applies to tract

Agreement & Esmt.)

Misc. Bk. 5 Pg. 113 (Water Well

DB. 509 Pg. 420 (Water Line Esmt.)

DB. 311 Pg. 310

Brenda Gayler (wife)

Kenneth L. Gayler

Agreement & Esmt.)

Misc. Bk. 5 Pg. 113 (Water Well

DB. 509 Pg. 409 (Water Line Esmt.)

DB. 378 Pg. 152 (Oil & Gas Lease)*

DB. 389 Pg. 3 (Sell-off Parcel 71)

DB. 387 Pg. 403

Margaret M. Wilson (wife)

Benjamin O. Wilson

DB. 635 Pg. 64

Mary Lynn Medley (1/4 Interest)

Terry Leonard Whelan (1/4 Interest)

Loretta Gail Whelan (1/4 Interest)

Marla Kaye Wimpee (1/4 Interest)

James L. Whelan (Life Estate)

Agreement & Esmt.)

Misc. Bk. 5 Pg. 113 (Water Well

DB. 509 Pg. 410 (Water Line Esmt.)

DB. 378 Pg. 152 (Oil & Gas Lease)*

DB. 700 Pg. 54

Joseph N. George (husband)

April M. Goesman (wife)

DB. 651 Pg. 51 (Sell-Off (P154))

DB. 101 Pg. 34

William O. Mack

Existing R/W

10' Shoulder (8' Paved)

P ip e

Disturb Limits

Distur b Limit s

Disturb Limits

15" Pipe

KY 79 Curve Data

Propo sed R

Proposed R/W

E x is t

Easement

Drainage

Permanent

Easement

Drainage

Permanent

Temp.

E s m t

Runout = 51'

Runoff = 51' e = 2.0%, emax = 8.0%

E = 11.97'

R = 7500.00'

L = 847.01'

T = 423.96'

Delta = 6°28'15" Lt.

PI Sta. 620+37.33

Runout = 50.91'

Runoff = 56.00' e = 2.2%, emax = 8.0%

E = 23.49'

R = 6450.00'

L = 1099.25'

T = 550.96'

Delta = 9°45'53" Rt.

PI Sta. 634+08.33

Proposed R/W lo c a l t a n g e n t

'5 t o

2' F.B. Dt.

Temp. JB

2' F.B. Spec. Dt. Swale Dt.

4' Spec.

Trap Type B

Perm. Silt

P e r f

P ip e

4' Spec. Swale Dt.

Trap Type B

Perm. Silt

2' F.B. Spec. Dt.

Swale Dt.

4' Spec.

Trap Type B

Perm. Silt

2' F.B. Spe

c. Dt.

4' Spec.

Swale Dt.

Trap Type B

Perm. Silt 2' F.B. Spec. Dt.

2' F.B. Spec. Dt.

I-O

18" S&F

I-O

18" S&F

2' F.B.Spec. Dt.

78.87'

628+77.56

29.69'

628+43.38

61.34'

628+13.20

4.3%

El. 580.6

Ex. 15' Water Line Esmt.

E a s e m e n t

R/W Prop.

Construction

Entrance

Grading & for Roadway

Temp. Esmt.

& Entrance Construction for Building Removal

Temporary Easement

& Entrance Construction for Roadway Grading

Temporary Easement for Roadway Grading Temporary Easement

Construction

Entrance

Easement for

Temporary for Entrance Construction

Temporary Easement

588.00

I.E. =

587.20

O.E. =

Existing R/W

Proposed R/W

Disturb Limits

N 50°39'52" E

N 50°39'52" EN 50°39'52" E

P T

P C

P I

Proposed KY 79

617+67, 230.74' Rt., El. 566.10

MEADE 4-8705.00

M A

T C

H L I N

T A

M A

T C

H L I N

T A

0' 100' 200'50'

PLANS

RIGHT OF WAY

105'

+30

70.31'

+30

105'

+70

67.00'

+70

50'

+75

80'

+50 62.39'

+00 75'

+50

70.74'

+75 90'

+95 95'

+15

78.08'

+35

55'

+00 66.97'

+45

95'

+45

75'

+25

95'

+15

120'

+50

80'

+00

90'

+60

70'

+57.37

84.85'

+40

150'

+60

90'

+25

140'

+95

110'

+95

110'

+40

83.50'

+60

65'

+00

278.68' N 45°05'

11" E

153.61'

N 62°24'27" E

91.07'

N 68°30'52" E

Radius = 7025.00'

Chord = S 54°17'31" W 272.62'

Arc = 272.64'

178.17'

S 50°50'53" W

58.54'

S 56°10'47" W

198.38' S 44°52'

42" W

160.31'

S 54°14'27" W

256.03

S 42°2 1'17" W

S 56°10'47" W 167.65'

N 49°40'43" E 228.13'

S 53°29'54" W 447.63'

N 55°24'16" E 423.40'

S 53°10'48" W 890.21'

Bearing Distance

Radius = 6975.00'

Chord = N 53°27'52" E 69.24'

Arc = 69.24'

Bearing Distance

(c)

(g)

(f)

(e)

(d)

(e)

S 55°24'16" W

S 39°20'08" E

N 50°39'52" E

N 39°20'08" W

40.14'

38.00'

40.00'

34.69'

(g)

N 53°10'48" E 568.31'

Bearing Distance

(j)

(i)

(h)

(i)

N 42°50'35" W

N 53°10'48" E

N 34°34'12" W

76.04'

156.81'

66.90'

S 56°10'47" W

N 41°09'31" W

N 53°10'48" E

38.86'

69.66'

165.23'

(k) (l)

(n)

(o)

(n)

(m)

(l)

(k)

Radius = 6975.00'

Chord = N 54°56'27" E 290.23'

Arc = 290.25'

(o)

Bearing Distance

(s)

(r)

(q)

(p)

81.28'

22.42'

71.03'

28.03'

(p ) (q) (r

(s)

S 49°40'43" W

S 61°12'14" E

N 55°18'25" E

N 35°00'14" W

65.31'

+51.69

8.64'

+21.29

65.20'

+54.85

15.22'

+53.22 +17.36

12.06'

+78.32

10.40'

+13.20

11.54'

+43.85

38.46'

+43.05

79.68'

+20.41

87.75'

+85.67

75.36'

+16.33

84.21'

+51.83

492.79'

S 58°11'42" W

N 53°29'54" E 865.74'

193.11' S 50°50'53" W

147.91

+91.63

87.84'

+95

82'

+15

105'

+20

97'

+10

Remove Pavement

56.29'(a)

3.14'

18.90'

391.39'

S 53°29'54" W

S 38°05'43" E

N 50°27'25" E

(c)

(b)

(a)

REVISED PLANS DATE: OCTOBER 30, 2024

KY 79

O c t o b e r

D A

T E

L O

T T

E h r b o u r

U S

H E

M ic r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

R23

PLAN SHEET

STA. 620+00 TO STA. 635+00SCALE: 1"=50'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

Post

S t e p s

M8599.791

Steps

A s p h a lt

Wood Fence

W o n c e

Gravel

W o v n c e

Frame

1-Story

A s p h a lt

G r a v e l

Gravel

Garage/Barn

1-Story

2415G r a v e l

Barn Metal

1-Stor y

Metal Shed

T u r n

Res.

Frame

1-Sty.

Residence

Brick

1-Story

Res.

Frame

2-Sty.

Asphalt

C o n c

Pad

Conc.

Tank

Cross

W o n c e

15" CMP

Lawn

Vegetation

Dense

Shrub

T r e e s

Lawn

T r e e s

Field

Trees

Lawn

Woods

G r a v e l

Main

8" PVC

I s a b e l

L a n e

Tank Location

Approx. Septic

LTDHD

Tank Location

Approx. Septic

LTDHD

8" PVC Main

KY 79

4E 1T

1E 1C

3C 1T

1T 1C

Sinkhole

Ex. 15" CMP

Sinkhole

IPIP

15" CMP

W L

F O

15"

CMP

.04I.E

P K

15" CMP

(end buried)

C.P. 1054

W V

Garage

Metal

C o n c

F P

P O S T

W M

W V

W M

Lot 2

DB. 539 Pg. 550

Wilma H. O'Bryan (wife)

John S. O'Bryan

Parcel 1

Lot 1

DB. 608 Pg. 280

Betty A. Parr (wife)

Michael R. Parr

Deed 2

Deed 3

Deed 4

DB. 417 Pg. 276

DB. 399 Pg. 269

DB. 398 Pg. 170

DB. 393 Pg. 179

Assignments*

Agreement & Esmt.)

Misc. Bk. 5 Pg. 113 (Water Well

DB. 509 Pg. 409 (Water Line Esmt.)

DB. 378 Pg. 152 (Oil & Gas Lease)*

DB. 389 Pg. 3 (Sell-off Parcel 71)

DB. 387 Pg. 403

Margaret M. Wilson (wife)

Benjamin O. Wilson

Agreement & Esmt.)

Misc. 5 Bk. 113 (Water Well

DB. 667 Pg. 11

DB. 509 Pg. 398 (Water Line Esmt.)

DB. 378 Pg. 152 (Oil & Gas Lease)*

DB. 387 Pg. 403 (Sell-off (P68))

DB. 123 Pg. 471

Lesley T. Wilson

Glen C. Wilson

DB. 509 Pg. 399 (Water Line Esmt.)

DB. 665 Pg. 298

Patricia Diann Shireman (unmarried)

DB. 711 Pg. 317

Barbara Farmer (married)

Colin Farmer (married)

DB. 710 Pg. 124

Gregory Kyle Hardesty (unmarried)

Whelan Ponds Subdivision

PC. 7 Slide 78

(Water Line Esmt.)

DB. 509 Pg. 416

DB. 619 Pg. 58

Betty A. Parr (wife)

Michael R. Parr

Margaret M. Wilson (wife)

Benjamin O. Wilson

Existing R/W

10' Shoulder (8' Paved)

10' Shoulder ( 8' Paved)

(Remove)

Disturb Limits

30'

E a s e m e n t

E x

Easement

Ex. 40' R/W 15" Pipe

E x

' U t ilit m t

Ex. 30' Utility Esmt.

Esmt.

Ex. Drainage

KY 79 Curve Data

Runoff = 117.00', Runout = 50.87' e = 4.6%, emax = 8.0%

Es = 24.07'

R = 2750.00'

ST = 39.00'

LT = 78.00'

Theta = 1°13'08"

Lc = 604.90'

Ls = 117.00'

Ts = 421.56'

Delta = 15°02'26" Lt.

PI Sta. 646+03.21

Turner Road Curve Data e = NC

E = 10.88'

R = 700.00'

L = 245.29'

T = 123.91'

Delta = 20°04'37" Lt.

PI Sta. 61+71.53

Existing R/W

Proposed R/W

Pro pos ed R/W

E x is t

10' Should er (8' Pa ved)

15" Pipe

Proposed R/W

& Proposed R/W

Easement

Drainage

Permanent

Easement

Drainage

Permanent

Easement

Drainage

Permanent

12.5'

30' lo c a l t a n g e n t

'5 t o local tangent 89°37'29" to

Temp. DBI

P ip e

T e m p

2' F.B. Spec. Dt.

P e r f

P ip e

S w le t

4' S p e c

Trap Type B

Perm. Silt

Trap Type B

Perm. Silt

Trap Type B

Perm. Silt

S w

S p e c

2' F.B. Dt.

Trap Type B

Perm. Silt

Swale Dt.

4' Spec.

2' F.B. Dt.

2' F.B. Spec. Dt.

Swale Dt.

4' Spec

Trap Type B

Perm. Silt

Trap Type B

Perm. Silt

' S p e c

S w

70.47'

641+50.14

85.49'

641+10.80 6 .1

El. 591.5

136.45'

639+53.11

124.39'

638+84.13

E l.

Ex. 15' Water Line Esmt.

1.93'

Construction for Entrance

Temp. Esmt.

Construction for Entrance

Temp. Esmts.

Entrance Construction for Building Removal &

Temporary Easement

Roadway Grading

Temporary Easement for

Entrance Construction

Roadway Grading &

Temporary Easement for

Entrance Construction

Roadway Grading &

Temporary Easement for

N 60°25'45" E

N 60°25'45" E N 45°23

'19" E

N 60°25'45" E

P T

T S

S C

C S

S T

P I

" E

PC 60+47.62

61+

71.5

Proposed KY 79

I s a b e l

L a n e

Sta. 60+00.00 ! Turner Road

Sta. 649+76.56 ! KY 79 =

Sta. 50+00.00 ! Isabel Lane

Sta. 635+49.16 ! KY 79 =

S64°53'29"E

S '5

" E

44+00

2' F.B. Dt.

2' F.B. Spec. Dt.

2' F.B. Dt.

MEADE 4-8705.00

M A

T C

H L I N

T A

M A

T C

H L I N

T A

0' 100' 200'50'

PLANS

RIGHT OF WAY

65'

+00

110'

+45

79.99'

+55

90'

+90

125'

+35

60'

+56.62

145'

+56.62 120'

+70

110'

+90

60'

+00

95'

+00

95'

+20

60'

+60

60'

+81.65

75'

+35 64.26'

+40

85'

+45

60'

+00

90.11'

+20

160'

+20

160'

+90

95'

+5092.59'

+05

65'

+03.55

55'

+15.00

55'

+74.67

44.92'

+00

70'

+35 85'

+45

90'

+95

75'

+45

74.53'

+75

85'

+10 86.04'

+15

175'

+20

180'

+70

90'

+15

84.18'

+25

115'

+30

125'

+80

75.69'

+20

70'

+70

85'

+76.61 61.70'

+73.80

90'

+10

115'

+13.61

95.76

+17.96

76.03'

+10.08

109.43'

S 62°38'49" W

Radius = 6975.00'

Chord = N 56°49'50" E 169.82'

Arc = 169.83' 30.30'

N 57°31'41" E

178.15'

S 62°38'49" W

156.47'

S 65°14'11" W

Radius = 6975.00'

Chord = S 54°14'33" W 376.57'

Arc = 376.62'

233.26'

N 49°14'13" E

1.6

1°0

" W

Bearing Distance

(l)

(k)

(j)

R/W calls

& P72 for P69

See Inset

Bearing Distance

Radius = 7025.00'

Chord = S 56°00'36" W 24.63'

Arc = 24.63'

(c)

(b)

(a)

N 78°41'56" E

N 37°43'33" W

27.44'

10.61'

(a ) (b)

(c)

Bearing Distance

(i)

(h)

(g)

(f)

(e)

(d)

Radius = 6975.00'

Chord = S 52°28'03" W 55.51'

Arc = 55.51'

(h)

(i)

S 70°52'35" W

N 39°12'07" W

S 37°44'04" E

28.15'

96.12'

71.30'

Bearing Distance

Radius = 7025.00'

Chord = N 56°42'23" E 201.47'

Arc = 201.47'

S 51°39'54" W

142.85'

S 70°52'35" W

N 22°52'47" E

S 41°31'59" E

N 57°31'41" E

72.31'

82.60'

86.95'

456.32'

Bearing Distance

N 29°34'15" W

S 60°25'45" W

S 19°14'36" W

N 60°25'45" E

S 29°34'15" E

S 88°19'18" W

35.00'

20.00'

53.15'

60.00'

85.00'

74.09'

(l)

(q)

(p)

(o)

(n)

(m)

(n)

(p) (q)

(r)

(t)

(v)

(w)

(v)

(u)

(t)

(s)

(r)

Bearing Distance

(aa)

(z)

(y)

(x)

N 47°41'50" W

S 55°49'55" W

S 41°31'59" E

N 51°39'54" E

21.36'

32.59'

23.48'

34.66'

(x)

(z)

(a a

(bb)

Bearing Distance

(c c

S 68°44'08" W 104.38'

(dd)

Radius = 7025.00'

Chord = N 54°04'45" E 191.54'

Arc = 191.55'

(ee)

(f f

(gg) (hh)

Bearing Distance

Radius = 7025.00'

Chord = N 55°22'21" E 125.63'

Arc = 125.63'

S 51°39'54" W

S 41°31'59" E

26.84'

109.50'

(dd)

(cc)

(bb)

(hh)

(gg)

(ff)

(ee)

S 68°44'08" W

S 37°27'34" W

S 41°31'59" E

12.52'

35.25'

100.43'

Bearing Distance

Radius = 7025.00'

Chord = N 52°46'08" E 129.76'

Arc = 129.76'

(mm)

(ll)

(kk)

(jj)

(ii)

(jj)

(kk)

S 3 7°27 '34" W 1

25.5 6'

Bearing Distance

(pp)

(oo)

(nn)

Radius = 720.00'

Chord = S 57°05'24" E 107.70'

Arc = 107.80'

N 89°04'03" W

S 52°48'02" E

60.45'

147.56'

(n n

(o o

(pp)

55.42'

+13.05

43.23

+13.94

43.26

+15.86

5.01'

+03.75

0.65'

+03.92

+26.71

53.18'

+11.13

68.18'

+10.36

24.57'

+62.96

+66.12

+91.52

22.58'

+89.67

12.76'

+82.24

+82.39

+26.08

86.57'

+98.33

56.59'

+60.65

81.37'

+60.66

1.48'

+11.85

51.22'

+16.99

1.40'

+73.62

20.39'

+59.88

N 57°31'41" E 486.62'

Radius = 7025.00'

Chord = N 56°49'09" E 173.80'

Arc = 173.81'

Radius = 6975.00'

Chord = N 56°39'31" E 211.66'

Arc = 211.67'

87.67'

+83.37

1.84'

+43.06

7.78'

+94.46

44.43

+75.55

48.59'

+72.52

63.01'

+09.81 79.11'

+08.89

70.34'

+57.79

121.25'

+60.68

20'

62+50

50'

62+00

20'

61+45.19

S 53°14'36" W 144.78'

S 60°25'45" W 225.03'

47+00

P Not Used

DB. 608 Pg. 277

Betty A. Parr (wife)

Michael R. Parr

141.37'

N 52°30'56" E

Not Used

N 52°30'56" E

S 42°28'18" E

Not Used

107.43'

24.78'

Not Used

N 52°14'23" E 31.39'

REVISED PLANS DATE: AUGUST 30, 2024

KY 79

O c t o b e r

D A

T E

L O

T T

E h r b o u r

U S

H E

M ic r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

R25

PLAN SHEET

STA. 635+00 TO STA. 650+00SCALE: 1"=50'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

Radius = 7025.00'

Chord = S 55°24'42" W 1.93'

Arc = 1.93'

M A

T C

H L I N

T A

Existing R/W

2.01'

°4

N 68°30'52" E

INSET SCALE 1"=10'

E x

W hannah.gaddie Polygon

Post

TV JB

Post

Pos t

Post

PostPostPost

KY 79

Steps

S t e p s

Steps

S t e p s

C R

O P S

F o x b o

Barn

Wood

2-Story

G r a v e l

W o n c e

Gravel

G r a v e l

Mobile Home

Metal 1-Story

Tank

G r a v e l

W o n c e

Vegetation

Dense

Field

Cultivated

Field

Cultivated

Wood Fence

W o n c e

Gravel

Brick

1-Sty.

1- S t y

1-Sty.

Landscaping

A s p h a lt

T u r n

15" CMP

R ip r a p

Residence Stone

1-Story

Residence

Brick

1-Sty.

Res.

Frame

1-Story

Grass

Gravel &

Pasture

Field

Tank Location

Approx. Septic

LTDHD

Location

Tank

Septic

Approx.

LTDHD

Tank Location

Approx. Septic

LTDHD

Here Goes UG

Box/Meter Electric

8" PVC Main

Vegetation Dense

8" PVC Main

KY 79

4E 1T

1C 3C

4E 1T 1C

Location

Tank

Septic

Approx.

LTDHD

S t r e e t

(a k v e r ly

(S o u t h

G r e e n w e ll L n

Ellot Drive

602.222

P14

I.E. = 585.

96 O.E. = 585

.82

I.E. = 584.

57 O.E. = 583

.72

12" CMP

15" CMP

" C

M P

I.E. = 595.35

O.E. = 593.35

15" CMP

594.13

O.E. =

C M

P 12

C M

15" CMP

(end buried)

W W

Bushes

1" T r e e

14" Ma ple

Bush

C.P. 1055

G r a s s

5' O r n

30" Oak

W M

Garage

G r a v e l

15" CMP

D e c kT a n k

E M

C o n c

F r a m e

1- S t o r y

G a r a g e

M e t a l

F P

W M

S h e d

P O

S T

S A

N C

S A

N C

S A

N C

P O S T

Lot 13Lot 14

Lot 6

Z Z

Lot 1

Lot 2

Lot 1 Lot 2 Lot 3

Lot 4

Lot 5

Lot 7

Lot 8 Lot 17

Lot 16

Lot 15

Lot 3

Lot 5

Lot 6

PB. 7 Pg. 10

DB. 565 Pg. 480

Janet R. Fulkerson (wife)

Thomas W. Fulkerson

Not Used

(Plat Cabinet 2, Sheet 5)

P 94

(Water Line Esmt.)

DB. 426 Pg. 598

DB. 606 Pg. 271

Leo B. Hardesty

DB. 431 Pg. 476 (Water Line Esmt.)

PB. 2 Pg. 5

DB. 390 Pg. 324

Marilyn S. Vessels (wife)

James P. Vessels, Sr.

(Plat Cabinet 2, Sheet 77)

Foxboro Manor Subdivision

PB. 2 Pg. 77

DB. 425 Pg. 390

DB. 408 Pg. 96

Melissa D. Robinson (wife)

Michael W. Robinson

L o t

PB. 2 Pg. 5

DB. 426 Pg. 596 (Water Line Esmt.)

DB. 390 Pg. 324 (Sell-off (P94))

DB. 343 Pg. 109

DB. 340 Pg. 214

DB. 327 Pg. 323

Mary Leona Wheatley (wife)

Patrick C. Wheatley

PB. 7 Pg. 10

DB. 623 Pg. 151

Davis LLC, XE Series

McGehee Humphrey &

Lot 9B

Z Z

PB 5 Pg. 126

DB. 627 Pg. 76

Beth Page Greer (unmarried)

PB. 5 Pg. 126

DB. 627 Pg. 76

Beth Page Greer (unmarried)

Lot 9A

(Water Line Esmt.)

DB. 425 Pg. 278

PB. 2 Pg. 5

DB. 300 Pg. 19

Mary E. Bruner (deceased)

Kenneth L. Bruner

(Water Line Esmt.)

DB. 425 Pg. 278

DB. 709 Pg. 66

Crystal Bruner Deane (married) •Int.

Cassandra Gaye Basham (unmarried) •Int.

Kenneth L. Bruner (Life Estate)

Z Z

S h t.

P C

Lot 1 Remainder Lot 2 Remainder of Reedland Estates

Minor Subdivision Plat

GGreenwell Heights Subdivision No. 1

(Plat Cabinet 8, Sheet 156)

PB. 8 Pg. 156

PB. 5 Pg. 126

DB. 413 Pg. 564

Donna K. Reed

W. Douglas Reed

Lot 4

Existing R/W

Existing R /W

10' Shoulder (8' Paved)

10' Shou lder (8'

Paved)

' R

Easement Water

Line Existing

10' for Lateral Field

Existing Maintenance Easement

E g r e s e m e n t

E x

I n g r e

+50

Disturb Limits

Disturb Lim its

30'

E x

U t il m t

E x

U t il m t

E x

U t il m t

E x

U t il m t

Ex. 15' Utility Esmt.

60'

15" P ipe

Ex. 15' Wat er Line E smt.

KY 79 Curve Data

Runoff = 153.00', Runout = 51.00' e = 6.0%, emax = 8.0%

Es = 27.44'

R = 1920.00'

ST = 51.01'

LT = 102.01'

Theta = 2°16'58"

Lc = 486.38'

Ls = 153.00'

Ts = 399.26'

Delta = 19°04'49" Lt.

PI Sta. 658+54.81

Foxboro Road Curve Data

Existing R/W Existing R

D is t u r b

L im it s

Proposed R/W

E x is t

Proposed R/W

15" Pipe

18" Pipe

(Remove)

& Proposed R/W

Existing R/ W

Proposed R/W

T e m p

E s m t

Ex. 15' Water Esmt.

e = 2.0%

E = 4.00'

R = 490.00'

L = 124.79'

T = 62.74'

Delta = 14°35'32" Lt.

PI Sta. 71+27.95

Prop. R/W

35.5'24.5' tangent to local 88°34'53" tangent to local 77°32'39"

E s m t

T e m p

P ip e

4' Spec. Swale Dt.

' S p e c

S w

Trap Type B

Perm. Silt

Swale Dt.

4' Spec.

2' F.B. Spec. Dt.

18" Pipe SBO 18"

Spec. Dt.

2' F.B.

Trap Type B

Perm. Silt

Perf. Pipe

2' F.B. Dt.

Trap Type B

Perm. Silt Swale Dt.

4' Spec.

Spec. D t.

2' F.B.

Swal e

4' S pe c.

Type B

Trap

Perm. Silt

SBO

18"

SBO

18"

20' 30'

60'

(Remove)

Safeload

Plug &

Ex. 2' Water Esmt.

Ex. 10' Water Esmt.

Temp. DBI Type 1

30'

F B

S p e c

D t

F B

S p e c

D t

P r

L im it s

D is t u r b

D is t

L im it s

(D N R )(D.N.R.)

Swale Dt.

4' Spec.

Construction

Entrance

Temp. Esmt. for Construction

Entrance

Temp. Esmt. for

Gr a d in g f o r

Ro a d w a y

T e m p

Es m t

Construction

Entrance

Temp. Esmt. for

Grading for Roadway

Temp. Esmt.

Roadway Grading

Temp. Esmt. for

Entrance Construction

Roadway Grading &

Temp. Esmt. for

Construction for Entrance

Temp. Esmt.

4' Spec.Swale Dt.

18" SBO

589.15 O.E. =

596.10 I.E. =

594.50 O.E. =

589.95 I.E. =

(Remove)

15" Pipe

' R

N 45°23'19" E

N 26°18' 30" E

N 45°23'19" E

PT 62+9

2.91

S T

T S

S C

C S

S T

P I

PI 71+27.95

PT 71+90.01

PC 70+65.21

" E

Propose d KY 79

Proposed KY 79

Sta. 70+00.00 ! Foxboro Road

Sta. 656+58.07 ! KY 79 =

Lane (South)

Sta. 80+00.00 ! Greenwell

Sta. 662+24.75 ! KY 79 =

G e e n w e ll L a n e

(S o u t h

BEGIN CONSTRUCTION

STA. 67+99.00

END CONSTRUCTION

STA. 72+25.00

END CONSTRUCTION

STA. 82+00.00

64+00

83+00

67+00

7'R

E x

U t il m t

E x

U t il s e m e n t

Ex. 15' Utility Easement

Ex. 30' Utility Easement

E a s e m e n t

E x

U t il s e m e n t

E x

U t il it y

Ex. 15' Utility Easement

E g r e s e m e n t

E x

I n g r e

Easement

Ex. 30' Utility

MEADE 4-8705.00

M A

T C

H L I N

T A

0' 100' 200'50'

M A

T C

H L I N

T A

PLANS

RIGHT OF WAY

P Not Used

90'

+40

90'

+40

95'

+75

65'

+05

60'

+32.37 90'

+60

30'

80+60

46.11'

+70

130'

+50

130'

+10

100'

+00110'

+80

110'

+55

81.67'

+35

80'

+20

80'

+47.93

75'

+94.93

125'

+35

55'

+70

125'

+90

65.65'

+00

70'

+50 30'

69+00 30'

69+0095'

69+00

100'

+08.54

656130'

69+00

65'

+15

90'

+00 75.56'

+05

150'

+50

160'

+90

145'

+20

79.64'

+30

122.84'

+09.29

55'

+20.55

DB. 608 Pg. 277

Betty A. Parr (wife)

Michael R. Parr

PB. 5 Pg. 126

DB. 413 Pg. 260

Diane M. Burnett (wife)

David M. Burnett

30'

72+10

30'

72+00

30'

72+25

30'

72+35

55'

71+70

105'

+75

30'

61+45.19

77.83'

+20

87.33'

+85.95

48.24'

N 50°20'42" W

353.27'

N 52°14'23" E

89.04'

S 46°21'20" W

148.30'

S 46°21'20" W

89.54'

N 40°26'50" E

85.3 1'N 18

°38'2 2" E

Radius = 1475.00'

Chord = S 28°51'01" W 55.13'

Arc = 55.14'

°0

66.3 6'

N 19 °58'0

5" E

187.80' S 27°46'46"

Bearing Distance

Radius = 1475.00'

Chord = S 50°08'34" W 107.94'

Arc = 107.97'

96.79'

90.07'

39.15'

N °2

N 19 °58'0

5" E 114.75

.3 5'

.46

S °4 6' " W

(b)

(a) S 43°48'51" E 71.98'

(b)

S 37°33'39" E

S 35°54'59" E

N 36°30'40" E

N 15°52'10" E

61.73'

54.78'

39.37'

63.90'

(g)

Bearing Distance

(l)

(k)

(j)

(i)

(h)

S 37°33'39" E

S 35°54'59" E

N 54°05'01" E

N 35°54'59" W

Radius = 1475.00'

Chord = S 41°11'09" W 15.29'

Arc = 15.29'

58.53'

114.56'

15.00'

114.78'

(l)

(i)(m)

Bearing Distance

Radius = 1475.00'

Chord = S 40°35'28" W 15.33'

Arc = 15.33'

(p)

(o)

(n)

(m)

S 37°33'39" E

S 35°54'59" E

N 54°05'01" E

55.17'

114.35'

15.00'

(p)

Bearing Distance

Radius = 1475.00'

Chord = S 39°59'42" W 15.36'

Arc = 15.36'

(t)

(s)

(r)

(q)

S 37°33'39" E

S 35°54'59" E

N 54°05'01" E

51.64'

114.13'

15.00'

(q)

(t)

(u)

Bearing Distance

(y)

(x)

(w)

(v)

(u)

Radius = 1475.00'

Chord = S 39°23'52" W 15.40'

Arc = 15.40'

S 37°33'39" E

S 35°54'59" E

N 54°05'01" E

47.95'

53.92'

113.92'

15.00'

(y)

102.55'

N 52°51'50" E

Chord = S 34°30'36" W 236.01'

Arc = 236.26' Radius = 1475.00'

147.92'

N 36°05'34" E 79.02'

71.00' N 25°09

'07" E

S 27°46'46" W 181.12'

N 26°18'3 0" E

72.07'

S 27°46'46 " W 207.45

Bearing Distance

(bb)

(aa)

(z)

Radius = 1525.00'

Chord = N 50°41'19" E 82.55'

Arc = 82.56'

(z)

(a a

(b b

N 52°48'02" W

S 39°56'20" E

134.13'

85.82'

Bearing Distance

(ff)

(ee)

(dd)

(cc)

Radius = 1525.00'

Chord = N 46°22'49" E 146.74'

Arc = 146.80'

Radius = 30.00'

Chord = N 86°33'25" E 40.87'

Arc = 44.96'

N 64°04'02" W

S 50°30'31" E

120.06'

120.87'

(cc) (dd)

(e e

(f f

49.92'

+45.19

57.54'

+27.39

91.50'

+29.02

81.36'

+66.41

33.36'

+71.23

62.76'

+59.73

Bearing Distance

(ii)

(hh)

(gg)

Radius = 1525.00'

Chord = N 36°22'39" E 150.06'

Arc = 150.12'

S 36°09'01" W

S 50°30'31" E

131.59'

5.03'

(gg)

(h h

(ii)

Bearing Distance

(mm)

(ll)

(kk)

(jj)

N 50°30'31" W

S 40°26'16" E

S 11°15'23" E

106.85'

92.46'

50.81'

Radius = 30.00'

Chord = N 5°39'20" W 42.32'

Arc = 46.97'

(k k

(l l)

(m m

Bearing Distance

(nn) (oo)

(p p

100.32'

N 27°46'46" E

49.85'

Bearing Distance

(qq) N 62°13'14" W 24.31'

(qq)

43.55'

+50

9.22'

+58.73

+48.88

+58.86

0.27'

+51.16

+28.90

61.01'

+72.69

88.81'

+01.66

10.25'

+27.11 9.95'

+42.33

+44.14

80.09'

+05.05 67.87'

+01.30

88.43'

+41.03

78.36'

+76.25

6.39'

+68.19

30.00'

+66.25

+86.34 2.35'

+23.67

6.23'

+78.79

11.34'

+60.66

9.61'

+57.57

50.53'

+38.00

53.06'

+32.73

54.81'

+91.12

47.22'

+03.09 43.56'

+01.04

48.62'

+82.79

44.36'

+99.28

45.83'

+59.08

50.97'

+59.09

48.40'

+59.32 49.83'

N 27°46'46" E

°2

1' E

Lot 12

1" E

24.50'

81+80

30'

81+60

1° '5

(j j)

89.73'

+59.13

157.41'

+95.24

115'

68+50

130'

68+50 +00.71

+40

+59.40

+74.69

9.23'

+72.85

8.81'

+88.17 +90.00

38.12'

+98.10

41.39'

+83.15

44.55'

+68.15

30'

68+40

15'

68+40

25'

67+90

30'

67+92.86

30'

68+40

15'

68+40

47.60'

+53.10

58.86'

+87.00

70+09.88

299.87'

125'

+25 88.90'

+30

138'

+75

Construction for Entrance

Temp. Esmt.

321.37'

S 51°38'28" W

115'

+65

115'

+35

77.40'

+25

58.08'

+32.47

(r r

(rr)

58.23'

(pp)

(oo)

(nn)

S 62°13'14" E

N 27°46'46" E

32.93'

20.85'

64.90'

+90.29

Radius = 1530.00'

Arc = 60.46'

Bearing Distance

(ss) S 50°30'31" E 10.13'

(s s

Radius = 1530.00'

Arc = 94.36'

60.01'

17.95'

+99.50

47.74'

+33.08

33.31'

+93.08 3.53'

+19.50

75.84'

+33.08

66.71'

+93.08 94.15'

77.81'

74.10'

31.89'

154.49'

129.19'

31.00' 29.69'

(t t)

(w w

(u u

(v v)

(x x

(y y

(zz)

Bearing Distance

(zz)

(yy)

(xx)

(ww)

(v v)

(uu)

(tt)

S52°14'23"W

Arc = 43.54' Chord = S86°11'14"E 39.81' Radius = 30.00'

S 44°36'50" E

Arc = 50.71' Chord = S3°48'46"W 44.89' Radius = 30.00'

S 52°14'23" W

S 45°48'13" E

S 44°36'50" E

54.90'

33.39'

65.96'

61.11'

28.10'

R a d iu s

C h o r d

°4

1" W

A r c

(f)

(e)

(d)

(c)

REVISED PLANS DATE: SEPT. 28, 2023

KY 79

O c t o b e r

D A

T E

L O

T T

E o b is o n

U S

H E

M w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

R27

PLAN SHEET

STA. 650+00 TO STA. 665+00SCALE: 1"=50'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

M hannah.gaddie Polygon

Post

PostPost

Post

M9 591.057

570.9

W.E.

KY 79

Steps

S t e p s

Steps

M e li n

K ir c h d o r f

Tabernacle of Worship

Frame 1-Sty.

G r a v e l

Woven Wire Fence

Bar n

Garage

Frame

1-Sty.

Asphalt

G r a v e l

A s p h a lt

Gra v e l

Mobile Home

Church

Metal

1-Story

Woven Wire Fence

C o n c r e t e

Sign Gate

Gravel

Gravel MB

Wire Fence

B a r n

Field Cultivated

Steps

Parking Lot

Asphalt

W o v n c e

Asphalt

Barn

Pool

Boxes

Ex. Utility

Pond

G a r a g e

1- S t y

Barn

1-Sty.

Garage

1-Sty.

Brick

1-Sty.

Brick

1-Sty.

Frame 2 Sty

MBs

S h r u b s

Riprap

LP Guardrail

R ip r a p

Shed

Wood

Playground

Vinyl Fence

Electric Underground

Main

8" PVC

(N o r t h

G r e e n w e ll L n

Tank Location

Approx. Septic

LTDHD

Location Unknown

Septic Tank

LTDHD

P V

C in

8" PVC Main

KY 79

4E 1T

4C 4C1T

4E 1T

1E 1T

4E 1T

S t r e e t a k a

B r e n d a

Ello t Driv e

Sinkhole

Vinyl & Wood Fence

V in l & n c e

O.E. = 583.

O.E. = 572.99

I.E. = 576.41

15" CMP

C M

M P

F O

FOM

P O S T

Outlet Electric

Underground

15" C

I E

O E

" C

M P

Asphalt

582.51

I.E.

O E

CMP

18"

C P

W M

W V

P O S T

SIGN

P O S T

W A T

U L T

W S

E M

P O S T

W S

G A T E

P O S T

W M

NIP

W M 15

" C M

G r a v e l

Tank Septic

L in e s

L a t e r a l

Lateral

Lot 12

Lot 11

Lot 10

PB. 2 Pg. 5 DB. 156 Pg. 10

9, Tr. 1 Pat & Leona

Wheatley

Z Z

DB. 487 Pg. 284

DB. 328 Pg. 89

Kovanna M. Haley (wife)

Timothy J. Haley (husband)

PB. 5 Pg. 142

DB. 459 Pg. 300

Tabernacle of Worship, Inc.

Lot 2

(Plat Cabinet 5, Sheet 142)

Becky's Little Acres

Lot 1

Tracts 1 & 2

Parcel 1

Tract 3

Parcel 1

Not Used

DB. 431 Pg. 47 6 (Water Lin e Esmt.)

PB. 2 Pg. 5

DB. 390 Pg. 3

Marilyn S. Ve ssels (wife)

James P. Ves sels, Sr.

First Lot Second Lot

PB. 2 Pg. 5 DB. 426 Pg. 5

96 (Water Li ne Esmt.)DB. 390 Pg. 3

24 (Sell-off (P94))

DB. 343 Pg. 1

DB. 340 Pg. 2

DB. 327 Pg. 3

Mary Leona W heatley (wife

)Patrick C. Wheatley

DB. 405 Pg. 170

Samatha Jean Thomas-Baskins (wife)

Timothy Dale Baskins

PB. 5 Pg. 17

DB. 386 Pg. 567

DB. 341 Pg. 47

DB. 199 Pg. 235

Nina M. Thomas (wife)

Samuel Alfred Thomas

PB. 2 Pg. 5

DB. 426 Pg. 596 (Water Line Esmt.)

DB. 390 Pg. 324 (Sell-off (P94))

DB. 343 Pg. 109

DB. 340 Pg. 214

DB. 327 Pg. 323

Mary Leona Wheatley (wife)

Patrick C. Wheatley

DB. 529 Pg. 359

DB. 504 Pg. 433

Barbara J. Greenwell, Trustee

Ronald L. & Barbara J. Greenwell Trust

DB. 505 Pg. 265

Barbara J. Greenwell, Trustee

Ronald L. & Barbara J. Greenwell Trust

Not Used

DB. 718 Pg. 15

Melissa J. Ory (wife)

Bryan K. Ory (husband)

Lot 1

Lot 2

Lot 3

Lot 4

Plat of Shacklette Ridge

(Plat Cabinet 8, Sheet 476)

DB. 736 Pg. 140

(a married couple)

Taryan Hawley

Duston Eastom

DB. 726 Pg. 168 (Lot 2)

DB. 726 Pg. 165 (Lot 1)

Ethan L. Fackler (unmarried)

PB. 8 Pg. 476

DB. 721 Pg. 70

Pike & Tucker, LLC

Exist ing R

Existing R/W

10' Sh oulde r (8' Pave d)

10' Shou lder (8'

Paved)

10' Shoulder (8' Paved)

P ip e

30'30'

Ease mentWate r Lin eExist ing

10'

Distu rb Li mits

D is t u b im it s

Distu rb Li mits

Dist urb

Lim its

Disturb Limits

Ex. 2 0' Wat er Li ne Es mt.

E x

' U t m t

E x

' U t m t

E x

' U t m t

60'

15" Pipe

Ex. 10' Es mt.

E x

W a t m t

Ex. 15 ' Wate r Lin e Esmt.

KY 79 Curve Data

Runoff = 153.00', Runout = 51.00' e = 6.0%, emax = 8.0%

Es = 39.12'

R = 1920.00'

ST = 51.01'

LT = 102.01'

Theta = 2°16'58"

Lc = 610.64'

Ls = 153.00'

Ts = 463.53'

Delta = 22°47'18" Rt.

PI Sta. 673+81.96

Kirchdorfer Road Curve Data

Existing R/W

D is t u r b

L im it s

Pro pos ed R/W

Proposed R/W

E x is t

Proposed R/W

Proposed R /W

P ip e

E x

& Proposed R/W

Existing R/W

18" P ipe

40' 20'

Berm

& Proposed R/W

11'9'

Esmt.

Drain.

Perm.

80°51'5"

88°31'44"

Temp. DBI

P ip e T e m p

Temp. DBI

P ip e

T e m p

Sw al e

4' S pe c.

Trap Typ e BPerm. S ilt

4' Spec. Swale Dt.

Perf.Pipe

Sp ec . D t.2'

F.B

Trap Type B

Perm. Silt

F B

S p e c

Trap Type B

Perm. Silt

Sw al e

4' S pe c.

F B

D t

2' F.

B. Sp ec.

Dt.

Trap Type B

Perm. Silt

Swale Dt.

4' Spec.

2' F.B. Dt.

T r p p e r m

S il t

Pe rf

Pip e

2' F.B. Spec.

Dt.

2' F.B. Spec. Dt.

2' F.B. Dt.

Trap Type B

Perm. Silt

2' F.B. Dt.

Swale Dt.

4' Spec.(See Pipe Sections)

Stone Berm

Outlet Basin &

18" Pipe

Perm. Drainage Esmt.

P r o p o s

E x is t r o p o s

E x is t e = 5.2% , emax = 8%

E = 6.58'

R = 490.00'

L = 159.69'

T = 80.56'

Delta = 18°40'22" Lt.

PI Sta. 97+69.24

Line Esmt.

Ex. Water

Disturb Limits

& Entrance Construction for Building Removal

Temporary Easement

Construction for Entrance

Temp. Esmt.

Construction for Entrance

Temp. Esmt.

Roadway Grading

Temp. Esmt. for

Roadway Grading

Temp. Esmt. for

79°50'01"

Construction for Entrance

Temp. Esmt.

G r a d in g R o a d w a y

E s m t f o r

T e m p

Entrance Construction

Roadway Grading &

Temp. Esmt. for

G r a d in g f o r

R o a d w a y

T e m p

E s m t

581.65

I.E. = 581.30

O.E. =

O.E. = 586.50

591.80

I.E. =

579.55

I.E. =

O.E. = 576.00

N 26 °18'3

0" E N 49°05'48" E

N 26 °18'3

0" E

1' 1" E

T S

S C

C S

S T

P I

PI 97+69.24

PT 98+48.38

PC 96+88.68

Proposed KY 79

Prop osed

KY 79

S '1 "E

K ir c h d o r f a d

Sta. 120+00.00 ! Haynes Road

Sta. 683+30.00 ! KY 79 =

Sta. 100+00.00 ! Kirchdorfer Road

Sta. 667+97.07 ! KY 79 =

Sta. 110+00.00 ! Melinda Drive

Sta. 669+00.85 ! KY 79 =Lane (North)

Sta. 90+00.00 ! Greenwell

Sta. 666+00.24 ! KY 79 =

G e e n w e ll L a n e

(N o r t h

BEGIN CONSTRUCTION

STA. 95+90.00

END CONSTRUCTIONSTA. 82+00.0

93+00

114+00

95+00

96+00

Li m it s

D is t u r b

P ip t r

C o n s t

R d w y

G r a d in g

T e m p

E s m t f o r

D r a in a m t

E x

U t il it y a

15" Pipe

R 10

Prop. R/W

Construction for Entrance

Temp. Esmt.

Swal e

4' S pe c.

MEADE 4-8705.00

0' 100' 200'50'

M A

T C

H L I N

T A

M A

T C

H L I N

T A

PLANS

RIGHT OF WAY

70'

+70 95'

+35.07

67.68'

+82.07

82.24'

+60

135'

+80

135'

+15

69.29'

+55.84

69.47'

+50

90'

+20

90'

+8071.74'

+50

64.23'

+35

62.07'

+61.35

67.07'

+61.15

150'

+10

150'

+70

95'

+15

65.73'

+95

64.82'

+50.64

62.80'

+20.07 63.43'

+45

78'

+17.34

61.25

+59.39

60.36'

+25

80'

+56.03

56.51'

+75

55.07

+18.83

30'

90+75

30'

91+30

40'

91+55

40'

91+75

20'

91+85

53.53

+58.85

52.92'

+35

100'

+00

110'

+71.43

70'

+50

80'

+00

82.07'

+30

145'

+70 140'

+95

80'

+82.07

90'

+10

100'

+35.07

115'

+00

87.06'

+27

105'

+00

95'

+35

75.57'

+30

85.42'

+45

185'

+50 175'

+95

130'

+10

75'

667+48.57

95'

668+70

130'

667+55.89

44.15'

98+15

60'

+50

26.50'

+75

40.88'

+40

80'

+40

80'

+95

33.50'

+88.68

33.50'

+35

60'

95'

+76.75

M.O.C.

95'

+60.02

92.25'

+18.73

°4

'1 E

°5

°3

'12

" E

Radius = 1525.00'

Chord = S 33°42'19" W 314.89'

Arc = 315.45'

237.67

N 28°17 '30" E

91.45'

N 55°41'40" E

131.86'

S 43°00'49" W

157.72'

N 41°02'36" E

363.77'

S 43°00'49" W

53.59'N 32°03'05" E 196.24'

S 27°4 6'46" W

190.

70'

°13 '14

" E

S 27 °46'46"

W 24 3.65'

06.19 'N 2

2°43 '36"

1° '2

S 38°35'59" W 137.23'

S 58°40'11" W

135.87'

N 43°00'49" E 126.68'

Bearing Distance

(b)

(a) N 62°13'14" W 87.66'

Radius = 121.07'

Chord = N 49°02'43" W 55.19'

Arc = 55.68'

Bearing Distance

(f)

(e)

(d)

(c)

N 47°42'14" W

S 48°07'46" W

S 39°14'22" E

N 60°36'31" E

47.97'

39.12'

37.64'

46.83'

(c)

(e)

12.03'

N 46°10'43" E

117.68'

°5

'1 1" W

101.65'

N 38°02'52" E

13.64'

Bearing Distance

(g)

Bearing Distance

(k)

(j)

(i)

(h)

Bearing Distance

(n)

(m)

(l)

(h)

(j)

S 75°44'53" W

S 44°21'52" W

S 53°26'43" E

N 43°00'49" E

34.04'

6.00'

18.67'

32.54'

(k)

S 44°21'52" W

S 09°53'06" W

N 43°00'49" E

32.12'

35.33'

63.80'

(l)

(m )(n)

Bearing Distance

(p)

(o)

S 58°40'11" W

N 53°27'11" W

16.53'

36.90'

(p)

94.64'

+53.32

1.57'

+55.93

64.79'

+89.48

3.33'

+46.56

84.30'

667+48.81

53.17'

98+42.88

4.87'

+06.54+16.89

+46.65 +06.67

9.82'

+50.41 15.37'

+67.68

+70.72

93.26'

+88.10 40'

98+48.38

3.70'

98+61.49

+74.97

+28.17

82.76'

+08.79

+92.82

21.40'

+91.73

19.36'

+58.44

88.47'

+97.05

Radius = 1525.00'

Chord = S 41°19'21" W 90.02'

Arc = 90.03'

+66.57

93.40'

+56.80

9.48'

+55.53

56.22'

+10.70

71.54'

+83.80

90.05'

+86.30 N 27°4

6'46" E 240.64

N 27°4 6'46" E

128.67'

(r) (s ) (t)

(u)

Bearing Distance

Radius = 1475.00'

Chord = N 39°21'43" E 187.90'

Arc = 188.03'

N 53°32'50" W 5.00'

N 43°00'49" E 291.12'

125.06'

+98.69

Bearing Distance

S 62°13'14" E 9.30'

Radius = 181.07'

Chord = S 49°02'43" E 82.54'

Arc = 83.27'

(x)

(w)

°17 '5

" W

.11'

+07.37

218.04'N 43°00'49" E(u)

(t)

(s)

(r)

(q)

Radius = 1470.00'

Chord = N 31°44'36" E 203.24'

Arc = 203.41'

Not Used

°5

'1 E

45'

+95.10

60'

+20.58

27.81'

+23.56

51.48'

+38.09

26.50'

+00.77

S °5

'1 "E

113'

+84

82.78'

+07

85.20'

+42

92.50'

+55

91.43'

+95 112'

+37 112'

+15

85'

+40

111'

+66

118'

+65

117'

+53

Bearing Distance

(y)

(z)

(cc)

(bb)

(aa)

(z)

(y)

(a a

N 22°31'53" E

N 40°02'07" W

N 57°13'56" E

N 53°18'22" E

48.30'

18.78'

83.93'

106.00'

75.92'

(bb)

(cc)

REVISED PLANS DATE: MAY 1, 2024

KY 79

O c t o b e r

D A

T E

L O

T T

E o b is o n

U S

H E

M w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

R29

PLAN SHEET

STA. 665+00 TO STA. 680+00SCALE: 1"=50'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

PostPostPost

Post

P o s t

Po st

P o s t

Po st

P o s t

Post

557.1

W.E.

KY 79

Pond

B o a r d

A d v e r t is in g

Frame

1-Sty.

G r a v e l

Location Unknown

Septic Tank

LTDHD

Sidewalk

W o n c e

A s p h a lt

Well

G r a v e l

Riprap

MB MB

B o a r d

A d v e r t is in g

Concrete

Riprap

Parking Lot Asphalt

Riprap

S ig n B u s in e s s

Sign

Business

C o n c r e t e

Metal Siding

1-Sty.

& Garden

Pike Lawn

Wood Sign

B o a r d

A d v e r t is in g

Sign

Wood

Entrance

Grass

KY 79

Tank Location

Approx. Septic

LTDHD

4E 1T

3C no Sign

Post, Tree

Tree

Shrub

Shrub Shrubs

Myrtle

Crepe a y l

F e n c e

S ig n

R o a d

Residence

Frame

1.5-Sty.

S ig n

R o a d

S ig n

R o a d

Magnolia

21" Saucer

6" Pine

Shrub

Oak 42" White

Oak

42" White

Oak

15" White

Shrub

Shrub Shrub

Residence

1-Sty. Stone

Sidewalk

Magnolia

Saucer

Tree

3" Ornamental

STC

24" Maple

4" Maple

3" Ornamental

Shrubs

4" Ornamental

Shed

Wood

Garage

Metal

1-Sty.

Shed Wood

Shed

Wood

Roof w/ Metal

Wood Deck

Tank

Propane a n c e

Rain Tree

18" Golden

Pump

Pool

Shrub

Tree

15" Ornamental

Tree 6" Ornamental

Myrtle Crepe

Cleanout

6" PVC

12" Sassafras

6" Maple 6" Maple

Maple

4' 3 Board Vinyl Fence

IP IP

S T

W M

F O

15" CMP 15" CMP

15" CMP

TMH

C.P. 1057

S ig n

Haynes Estates

(Plat Cabinet 5, Sheet 17)

Lot 12

Lot 13

Parcel 1

Lot 11

DB. 102 Pg. 379 (Ex. R/W (KY 79))

DB. 389 Pg. 143 (Sign Esmt.)

D.B. 389 Pg. 139 (Sign Esmt.)

PB. 7 Pg. 137

PB. 5 Pg. 17

DB. 567 Pg. 174

ABCD&T Properties, LLC

Marr. Bk. BB, Pg. 429

DB. 439 Pg. 94 a/k/a Rachel Lynette Hopkins (married)

Rachel L. Haught (single) DB. 103 Pg. 257 (Ex. R/W (KY 79))

DB. 102 Pg. 347 (Ex. R/W (KY 79))

DB. 102 Pg. 346 (Ex. R/W (KY 79))

DB. 489 Pg. 478 Ex. R/W (By-Pass)

Verna Lou Haught (wife)

Frederick D. Haught (husband)

Life Estate:

DB. 618 Pg. 61

DB. 618 Pg. 387 (P.O.A.)

DB. 618 Pg. 385 (P.O.A.)

Rachel Lynette Hopkins (married)

D.B. 389 Pg. 139

D.B. 560 Pg. 302

Quitclaimed in

Sign. Esmt.

D.B. 389 Pg. 143

(Barr) D.B. 389 Pg. 139

(Barr)

Esmt.

Ex. Sign

(Barr)

Esmt.

Ex. Sign

Pg. 143

D.B. 389

(Pike)

Esmt.

Sign

Former

DB. 103 Pg. 257 (Ex. R/W (KY 79))

DB. 102 Pg. 347 (Ex. R/W (KY 79))

DB. 102 Pg. 346 (Ex. R/W (KY 79))

DB. 455 Pg. 432

DB. 634 Pg. 184

Rebecca Sue Haught (wife)

Kenneth Keith Haught (husband)

Z Z

DB. 257 Pg. 134 (Elec. Esmt.)

DB. 685 Pg. 172 (Sell-off P115)

DB. 530 Pg. 140 (Sell-Off (P115))

DB. 529 Pg. 359 (Quitclaim P112)

DB. 515 Pg. 172 (Sell-Off (Haught))

DB. 508 Pg. 167

DB. 506 Pg. 146 (Sell-Off)

DB. 240 Pg. 346

Patty J. Givans (wife)

Ricky Givans

Disturb Limits

Pro pos ed R/W

Existing R/W

Disturb Limits

Existing R/W

E x

' U t m t

Existing R/W

E x

Existing R/W

Easement Ingress-E gress Ex. 30'

E x

' U t m t

Existing R/W & Proposed R/W

Temporary Easement

Existing R/W

(Remove)(Remove)

Disturb Limits

10' Shoulder (8' Pa ved)

Disturb Limits

Entrance construction

Roadway Grading &

Temporary Easement for

Ex. 10' Utility Esmt.

Utility Esmt.

Ex. 10'

Construction Entrance

Temp. Esmt. for

A c c e m t

E x

15" Pipe 15" Pipe

DBI Type 14 Dis tur b L imit s 2' F .B.

Spe

c. D t.

Swale Dt.

4' Spec.

KY 79 Curve Data

Runoff = 51', Runout = 51' e = R.C., emax = 8.0%

E = 5.84'

R = 7150.00'

L = 577.74'

T = 289.03'

Delta = 4°37'47" Rt.

PI Sta. 695+15.18

END CONSTRUCTION

STA. 41+95

Trap Type B

Perm. Silt

24' R

R 20'

110.11' Lane and Shoulder Taper

& Roadway Grading for Building Removal

Temporary Easement

Pro po sed R/

Entrance Const.

Roadway Grading &

Temp. Esmt. for

END R/W ACQUISITION

STA. 698+90.11

4' S pec . Swale

Dt.

(D N

MEADE 4-8705.00

Sta. Eqn. 698+90.11 (Back) =

Sta. 41+50.00 (Ahead) shown in SP 82-233-5 archived plan set.

ahead was re-established from KY 448 West stationing

Note: KY 79 centerline stationing from Sta. 41+50

P I

P T

M A

T C

H L I N

T A

0' 40' 80'20'

PLANS

RIGHT OF WAY

55'

+75

55'

+35

35'

+20

50'

+25

65'

+75

45'

+15

SEE R31

P Not Used

23.34'

+49.74

25.01'

+89.85 15.00'

N 51°00'35" W

24.80'

+49.86

50'

+20.10

25'

+90.11

40'

+90.11

391.36'

N 38°59'25" E

50'

+90.11

M A

T C

H L I N

T A

60'

+50

31'

+00

40'

+99.04

80'

+30

80'

+90

70'

+25

70.16'

+03.89

120'

+20

70.30'

+25

70'

+80

110'

+54.68105'

+00

31.49'

+00

25'

+90.11

40'

+49.64

70.35'

+53.09 80.06'

+53.79

75.62'

+52.70

140.07'

25.00'

71.41'72.37'

27.6 0'

153.6 1'

99.80'

REVISED PLANS DATE: OCTOBER 15, 2021

KY 79

O c t o b e r

D A

T E

L O

T T

E o b is o n

U S

H E

M w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

R33

PLAN SHEET

STA. 695+00 TO STA. 43+50SCALE: 1"=20'

P R

C A

D D

R O

A D

A N

P L

D G

N F I

File details come from the government source that posted it. Updated May 20, 2025.