Colored Plan Sheets for Demolition Purposes on Project 11-186 (1).pdf

PDF 5 MB Posted Aug 12, 2022

Attached to: Demolition SVC Whitley Co
Solicitation number: RFB 605 2300000094 1
Issued by: Webster County, Kentucky

About this file

Written by GovTribe AI · Mar 11, 2026

Summary of Colored Plan Sheets for Demolition Purposes on Project 11-186

This document consists of right-of-way plan sheets for the US 25W Reconstruction project in Whitley County, Kentucky, prepared by the Kentucky Transportation Cabinet. The colored plan sheets depict detailed engineering drawings showing the reconstruction of approximately 56 miles of US 25W (Cumberland Falls Highway) and associated local access roads, including Corinth Cemetery Road, Ridge Point Lane, Crawford Lane, Summit Drive, Backage Road No. 1, RJV Drive, Vance Drive, Dr. Barton Way, Local Access Road No. 1, Local Access Road No. 2, and Backage Road No. 3. The project involves extensive pavement removal and replacement, drainage system reconstruction including numerous pipe installations ranging from 4 inches to 96 inches in diameter, ditch construction and lining, guardrail installation and removal, monument placement, curb and gutter construction, sodding, sidewalk construction, retaining wall construction with handrails, and various utility relocations. The plan sheets identify specific station locations, property parcels and owners requiring right-of-way acquisition, utility infrastructure, and construction limits for multiple project segments spanning stations 44+00 through 139+00.

The project documentation indicates revision dates of January 13, 2022 and June 30, 2022, reflecting design refinements during the planning phase. Entrance construction charts detail pavement quantities, asphalt surface and base requirements measured in tons, and pipe specifications for commercial and residential access points. The sheets identify approximately 147 numbered parcels subject to right-of-way impacts and include detailed notes regarding existing utilities, structures requiring removal, property easements, and demolition requirements. Special construction items noted include steel W-beam guardrail installation, retaining wall construction at multiple locations with type-specific details, safeloading operations for large diameter pipes, and median barrier construction at designated segments. The plan sheets reference cross-section details on other sheets and include coordination notes for gas line locations where contractors must exercise caution during operations.

View the file

Other files

File	Type	Posted
Overhead Map of Parcels for Demoltion Purposes on Project 11-186 (1).pdf	PDF	Aug 12, 2022
Bid Sheet.xlsx	XLSX spreadsheet	Aug 12, 2022
Final_RFB_605_2300000094_1_SO_FORM.PDF	PDF	Aug 12, 2022
2022- Annual Required Affidavit for Bidders Offerors and Contractors.pdf	PDF	Aug 12, 2022
Before Improvement Log for Project 11-186 (1).pdf	PDF	Aug 12, 2022
How to Respond to Online Bid through Kentucky Vendor Self....pdf	PDF	Aug 12, 2022
FHWA - 1273.pdf	PDF	Aug 12, 2022
Buy America Clause.pdf	PDF	Aug 12, 2022

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TV JB

POST

STEPS

SHELTER

CANOPY

SHED

C O

M M

1- S T Y

B R O

W N

C O

COMM.

BLOCK

1-STY

SHED

V A C

VAC

GAS STATION

MARATHON

COMM

BRICK

1-STY

BANK

HOMETOWN

B A

S H

U N

C L

V E S

GRAVEL

ASPHALT

GRAVEL

ASPHALT

CONCRETE

CUMBERLAND FALLS HWY

" C

P P

SANCO

S I G

DUMPSTER

G R

A V

E L

CONCRETE

ASPHALT

15" CMP

24" CPP

" C

M P

18" CMP

15"

CMP

" R

C P

12" CMP

15" CMP

1166.51

I.E.

1161.53

O.E.

1165.03

I.E.

1169.70

O.E.

1170.01

O.E.

1169.07

I.E.

1168.00

O.E.

1168.31

I.E.

1168.10

O.E.

1168.76

O.E.

1169.24

I.E.

1167.44

T.G.

O.E. 1171.02

I.E. 1171.71

I.E. 1170.85

1168.04

O.E.

1163.34

INV.

15" CM

CONCRETE

I.E. 1168.57

GVE

ASPHALT

K Y

T H

T R

E E

GRASS

I.E. 1170.42

O.E. 1169.87

TMHTMH

FTI

FTIFTI

FTI

FTV

FTI

FTV

S I G

O.E. 1165.43

STCSTC

TANK

SEPTIC

4E, 1T, 1C, 1F

3E, 1T, 1F

11E

4E, 1C, 1T

1E, 1C, 1T

1E, 1C , 1

4" P 4" P

1" P

4" P

1" P

4" P 2" P

" P

1" P

12" P

8" AC (ABANDONED)

8" AC

" A

6" CIP

" D

I P

12" DIP

C C

51+00

PC 50+66.82

49+00

PT 49+05.07

0’ 40’ 80’20’

! US 25W RECONSTRUCTION

EXIST. R/WEXIST. R/W EXIST. R/W

E X I S

EXIST. R/W EXIST. R/W

HEALTH DEPARTMENT

WHITLEY COUNTY

BANK OF CORBIN, INC

M A

T C

H L I N

T A

E E

H E

N O

M A

T C

H L I N

T A

E E

H E

! KY 727

E X I S

MATCHLINE STA. 49+00 - SEE SHEET NO. R047

MATCHLINE STA. 51+00 - SEE SHEET NO. R049

! CORINTH CEMETRY ROAD STA. 50+00.00

! KY 727 STA. 50+00.00

! US 25W RECONSTRUCTION STA. 52+39.52 =

! CORINTH CEMETERY ROAD

55.61

+51.50

(50’ R)

69.00

+72.52

55.61

+67.50

(59’ R)

108.00

+48.75

X -

STEEL "W" BEAM GUARDRAIL CONSTRUCTION CHART

(EACH)

NO. 1

TERM SEC.

(FT)

FACE

SINGLE

LT RT STATION TO STATION

149+00 TO 49+49.50 67.37

(50’ R)

81.00

+06.71 (25’ R)

56.00

+44.50

(25’ R)

56.00

+39.50

(13’ R)

44.00

+82.00

(50’ R)

81.00

+12.52

(50’ R)

69.00

+66.52

YP.25

’R

57.00

+53.00

57.00

+16.73

44.00

+21.00

47.30

+53.00

49.30

+62.48

49.30

+09.96

60.00

+21.00

60.18

+11.30

’R

90°

33.20’ RT. STA. 49+17.55, ELEV. 1173.71

C.P.#1, CONC. MON. AND DISK

19.00

+66.52

19.00

+72.52

31.00

+12.52

31.00

+06.71

31.00

+44.50 31.00

+39.50

31.00

+82.00

57.00

+77.84

47.00

+36.08

86.76

+53.00

56.00

+14.50

56.00

+69.50

63.00

+69.50

63.00

+14.50

47.00

+84.11

65.00

+84.11

79.89

+47.43 63.70

+45.13

53.95

+37.16

23.00

+19.00

23.00

+31.00

17.00

+68.78

17.00

+82.78

50.00

+43.18

’R

50.68

+57.59

57.47

+48.50

50.00

+09.24

57.47

+18.50

48.00

+18.50

48.00

+48.50

51.38

+38.39

C.P. #1

(15’ R)

38.82

+26.55

’R

70.50

+69.50

70.50

+60.50

565.00

+60.50

69.00

+90.50

56.00

+90.50

(4.5’ R)

70.50

+65.00(5’ R)

69.00

+84.50

’R

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

HEADER CURB

SODDING (TYPICAL)

CONSTRUCT 250.4 L.F.

LT. STA. 49+00 TO STA. 55+00,

SAWCUT

REMOVE GUARDRAIL

REMOVE 33 L.F. OF GUARDRAIL

LT. STA. 49+00.00 TO STA. 49+32.65,

CONSTRUCT 153.36 L.F. ON RETAINING WALL

LT. STA. 52+98.17 TO STA. 54+47.50,

HANDRAIL - TYPE A-1

SAWCUT

ALFRED B. APPLE

LIMITED PARTNERSHIP NO. 1

C. CARROLL HILDRETH FAMILY,

JASON JERRY WILSON, et al

(SEE DETAIL SHEET R094)

PROP. RETAINING WALL NO.1

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

1.5 FEET49+00 TO 49+35.19

49+83.18 TO 50+00

SPL. 2’ F.B. DT.

1.5 FEET

103 S.Y.

33 S.Y.

SPL. 2’ F.B. DT. ECB 46 S.Y.

SPL. 2’ F.B. DT. ECB 22 S.Y.

50+70 TO 51+50 NORMAL 2’ F.B. DT. ECB

51+50 TO 51+75 ECB

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.5 FEET 48 S.Y.49+12.78 TO 49+50

51+61.52 TO 51+75

53+33.35 TO 53+50

49+50 TO 51+06.52

51+75 TO 52+00

53+00 TO 53+33.35

ECB

ECB 1.5 FEET

18 S.Y.

35 S.Y.

43 S.Y.

22 S.Y.

202 S.Y.

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT.

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT. ECB 1.5 FEET 71 S.Y.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

PROTECT

DEPTH TO

1.5 FEET

DITCH CONSTRUCTION - CORINTH CEMETERY ROAD

17 S.Y.

1.5 FEETSPL. 2’ F.B. DT. 64 S.Y.

50+50 TO 50+90 RT

50+90 TO 51+00 RT NORMAL 2’ F.B. DT. ECB

50+60 TO 51+00 LT ECB

DB2

CB1

CB 3

CB2

CB4

DB5

MH1

SPL. 2’ F.B. DT.

15" PIPE F.B. DT.

SPL. 2’

NORMAL 2’ F.B. DT.

F.B. DT.SPL. 2’

SPL. 2’ F.B. DT. NORMAL 2’ F.B. DT.

15" PIPENORMAL 2’ F.B. DT.

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT.

F B

S P

NORMAL 2’ F.B. DT.

" P

I P

F B

S P

F.B. DT.NORMAL 2’

15" PIPE

P I P

24" PIPE

" P

I P

15" PIPE

" P

I P

15" PIPE

STANDARD HEADER CURB

DISTURB LIMITS

LIMITS

DISTURB

T/E

PROP R/W

T/ E

T E

PROP R/W

T/E

PROP R/W

P/E

PROP R/W

T/E

LIMITS

DISTURB

T/E

P/E

T/E

PROP R/W

R/W MONUMENT - TYPE 1

CONSTRUCT 3 EACH

LT. STA. 49+00.00 TO STA. 55+00.00,

R/W MONUMENT - TYPE 1A

CONSTRUCT 1 EACH

LT. STA. 49+00.00 TO STA. 55+00.00,

R/W MONUMENT - TYPE 1

CONSTRUCT 3 EACH

RT. STA. 49+00.00 TO STA. 55+00.00,

SAWCUT

SAWCUT 407 L.F.

RT. STA. 54+84.11 TO STA. 55+00.00,

RT. STA. 53+69.50 TO STA. 54+14.50,

RT. STA. 52+86.21 TO STA. 53+69.50,

RT. STA. 50+43.18 TO STA. 52+06.42,

IRVIN AKINS, et al

SAWCUT 256 L.F.

KY 727 LT. STA. 49+00.00 TO STA. 49+37.16,

LT. STA. 54+77.84 TO STA. 55+00.00,

LT. STA. 52+93.48 TO STA. 54+36.08,

LT. STA. 50+62.48 TO STA. 51+09.96,

R/W MONUMENT - TYPE 1A

CONSTRUCT 1 EACH

RT. STA. 49+00.00 TO STA. 55+00.00,

STANDARD CURB AND GUTTER MOD

CONSTRUCT 232.1 L.F.

RT. STA. 49+00 TO STA. 55+00,

STANDARD CURB AND GUTTER MOD

DB3

DB4

EXIST. EASEMENT

57.00

+82.00

T/E

SAWCUT

CONSTRUCT 81.9 L.F.

LT. STA. 52+63.70 TO STA. 53+12.12,

CONSTRUCT 58.2 L.F.

LT. STA. 50+53.00 TO STA. 51+11.19,

CONSTRUCT 351 S.Y.

LT. STA. 49+00 TO STA. 55+00,

CONSTRUCT 378 S.Y.

RT. STA. 49+00 TO STA. 55+00,

SODDING (TYPICAL)

* PAVEMENT QUANTITIES INCLUDED WITH PARENT ROAD

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT (SY)

ENT. PVMT. 8"

CEM. CON.

X - 16’ 66 - 5 13 16 48’ OF 15"

X - 32’ 128 - 11 25 30 -COMMERICAL

- X 30’ 131 - 11 26 31 55’ OF 15"

- X 45’ - - - - - -COMMERICAL

51+33.5

49+59.5 COMMERCIAL

50+37

COMMERCIAL

53+91.5 *

SAWCUT

ASPHALT REPLACEMENT

REPLACEMENT

ASPHALT

ASPHALT REPLACEMENT

REPLACEMENT

ASPHALT

ASPHALT REPLACEMENT

4" PERF. PIPE (TYP.)

4" PERF. PIPE

STANDARD HEADER CURB

CONSTRUCT 157.4 L.F.

RT. STA. 52+78.79 TO STA. 53+65,

CONSTRUCT 88.2 L.F.

RT. STA. 51+48.50 TO STA. 52+09.01,

CONSTRUCT 75.1 L.F.

RT. STA. 50+43.31 TO STA. 51+18.50,

STANLEY FARMER (life estate)

PAMELA GAYLE PARKS

JEFFREY FARMER

KENNETH H. & THELMA GILMORE

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

REVISION NO. 2 06-30-22

ESTATE OF BILLIE M. SMITH

PLAN SHEET

J u n e

D A

T E

L O

T T

G a b b a r d

U S

H E

M ic r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R005

US 25W RECONSTRUCTION

STA. 49+00 TO STA. 55+00SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

M heather.miller Polygon heather.miller Polygon heather.miller Rectangle heather.miller Rectangle heather.miller Rectangle heather.miller Rectangle heather.miller Rectangle

Rectangle

S T

S T E P S

C A

N O

P Y

S H

E D

C O

M M

1- S T

B R

C O

M M

B L

O C

1- S

T Y

S H

E D

A T I O

M A

R A

T H

O N

R U I N

S H

E D

G R

A V

E L

A S

P H

A L

G R

A V

E L

A S

P H

A L

C U

M B

E R

L A

KY 727 / 5TH STREET

15" CPP

S A

N C

O S

A N

C O

W M

SIGN

C O

M M

M E

T A

1- S

T Y

S I G

D U

M P

S T

E R

G R

A V

E L

W V

C O

N C

R E

T E

G V

ASPHALT

KY 727 / 5TH STREET

G M

W V

ELEC PED

SITE

GRAVE

DOUBLE

HEADSTONE

BENCH

G R

A S

FOOT STONES

W V

T M

H T

M H

F T I

F T

F T I

F T

T A

N K

S E P

T I C

B R

I R

11E, 1C, 1F, 1T

7E, 2C, 1F, 1T

L E

E C

F I E

L D

3/4" P

4" P4" P

P V

A C

6" AC

12" DIP

D I P

7E, 2C, 1F, 1T

P C

P T

P I

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

M A

T C

H L I N

T A

E E

H E

23.00

+20.00

23.00

+20.00 ! KY 727

EXIST. R/W

PAT E. FELTS (Wf.)

LELAND R. FELTS

MARLENE ELLISON

HEALTH DEPARTMENT

WHITLEY COUNTY

15" CPP

55.00

+73.00

42.58

+65.00

42.58

+04.44

42.62

+73.07

40.58

+71.69

40.58

+98.32

60.04

+03.45 60.04

+26.55

72.64

+75.67

45.62

+27.01

43.14

+54.89

60.19

+62.93

42.75

+62.24

80.00

+16.00 80.00

+04.00

59.98

+96.68

Runout=SEE CROSS SECTIONS

Runoff=SEE CROSS SECTIONS e=2.6

E=4.74’

R=1550.00’

L=242.24’

T=121.37’

= 8°57’16"

PI STA 47+84.19

55.00

+97.00

TYP.

’R

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

REMOVE

HEADER CURB

SAWCUT

HERITAGE MUSEUM, INC.

KENTUCKY NATIVE AMERICAN

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

1.5 FEETNORMAL 2’ F.B. DT.

1.5 FEET

44+00 TO 45+58 ECB 204 S.Y.

46+15 TO 46+85 SPL. "V" DT. ECB 75 S.Y.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

1.5 FEET 296 S.Y.

1.5 FEET

CL II 2.0 FEET

40 S.Y.SPL. 2’ F.B. DT.

NORMAL 2’ F.B. DT.

44+00 TO 45+85 NORMAL 2’ F.B. DT. ECB

46+30 TO 47+50 ECB 189 S.Y.

47+50 TO 47+75 ECB

48+60 OUTLET 2’ F.B. OUTLET DT. 48 TON

HW91159.36

O.E.

MH25

DB28

DB29

DB31

DB30

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT.

SPL. "V" DT.

OUTLET DT.

2’ F.B.

15" PIPE 15" PIPE

15" PIPE

P I P

30" PIPE

SAWCUT

CONSTRUCT 74.7 L.F.

LT. STA. 45+98.32 TO STA. 46+72.94,

CONSTRUCT 171.7 L.F.

LT. STA. 44+00 TO STA. 45+71.69,

STANDARD HEADER CURB

DISTURB LIMITS

T U R B

LIMITS

DISTURB

REMOVE

EXISTING

TIE IN

DISTURB LIMITS

PROP R/W

T/E

PROP R/W

P R

R /W

T E

PROP R/W

T/E

T/ET/E

T/E

R/W MONUMENT - TYPE 1

CONSTRUCT 4 EACH

LT. STA. 44+00.00 TO STA. 49+00.00,

R/W MONUMENT - TYPE 1

CONSTRUCT 6 EACH

RT. STA. 44+00.00 TO STA. 49+00.00,

T E

TEMPORARY FENCE

CONSTRUCT 176 L.F.

RT. STA. 46+23.54 TO STA. 47+77.00,

SEE GENERAL NOTES

GRAVE SITE 20’ BUFFER

SAWCUT 345 L.F.

LT. STA. 48+54.89 TO STA. 49+00,

LT. STA. 44+00 TO STA. 46+73.07,

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

- 24 30 -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

- 125X 46+10 12’

(SY)

ENT. PVMT. 8"

CEM. CON.

- 25 30 -X 127- 47+15 24’ 10

ENTRANCE CONSTRUCTION CHART - KY 727

RESIDENTIAL

- 50 61 -X 255- 47+90 30’ 21

- 45 55 -234 19

COMMERCIAL

- 23 28 -- 117X 49+09 24’ 10COMMERCIAL

48+87 COMMERCIAL 50’X -

X - 45+85 COMMERCIAL 24’ - 25 31 -129 11

PROP R/W

PROP R/W 40.62

+72.71

ASPHALT REPLACEMENT

REPLACEMENT

ASPHALT

4" PERF. PIPE

PERF. PIPE

4" NON-

STANLEY FARMER (life estate)

PAMELA GAYLE PARKS

JEFFREY FARMER

KENNETH H. & THELMA GILMORE

ESTATE OF BILLIE M. SMITH

RIGHT OF WAY PLANS

REVISION NO. 2 06-30-22

69.57

+28.97

53.00

+28.00

65.00

+28.00

BY CONSENT AND RELEASE

PARCEL 22 ENTRANCE GRANTED

ESTATE OF COLAN HELTON

PLAN SHEET

J u

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R047

KY 727

STA. 44+00 TO STA. 49+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

T V

B P

O S

F P

W V

S T E P S

GENERAL

DOLLAR

V A C

V A

C O

M M

M E

T A

1- S

T Y

S T

O R

A G

D A

V E S

U N

C L

C O

M M

B R I C

1- S

T Y

B A

N K

H O

M E

T O

W N

4-BAY CAR WASH

UNCLE DAVES

R E S

B R I C

1- S

T Y

R E S

B R I C

T Y

B O

P L

A N

T E

A S

P H

A L

G R

A V

E L

A S

P H

A L

A S

P H

A L

C O

N C

R E

T E

C U

M B

E R

L A

W M

W V

W M

C O

N C

R E

T E

SIGN

W M

DUM

TER

D U

M P

S T

E R

A S

P H

A L

C O

N C

R E

T E

ASPHALT

CORINTH CEMETERY ROAD

T M

H T

M H

H T

C H

T C

E X

L D I

N K

W M

W V

W M

HOLDING TANKS

16E, 1C, 1F, 1T

1" P

3/4" P

4" P

1" P

4" P

P V

A C

C I P

D I P

L D I

N K

P T

P C

P T

P O

P I

0’ 40’ 80’20’

M A

T C

H L I N

T A

E E

H E

! CORINTH CEMETERY ROAD

8.29

+50.00

8.83

+50.00

17.00

+32.50

17.00

+32.50

25:1 TAPER

EXIST. R/W

BANK OF CORBIN, INC

SHARON COX

PAM JONES

JERRY JONES

CAROLYN DIXON (Wf.)

RUSSELL DIXON

RUBY N. NANCE (Wf.)

FRANK D. NANCE

(25’ R)

36.31

+75.03

(15’ R)

29.25

+01.50

15.96

+08.46

13.67

+64.98

41.07

+06.90

38.07

+51.52

47.52

+76.36

51.83

+98.31

55.00

+06.90

55.47

+80.88

37.13

+89.39

55.13

+08.33

35.92

+56.09

Runout= SEE CROSS SECTIONS

Runoff= SEE CROSS SECTIONS e=2.6

E=2.86’

R=600.00’

L=116.93’

T=58.65’

= 11°09’57"

PI STA 51+25.47

Runout= SEE CROSS SECTIONS

Runoff= SEE CROSS SECTIONS e=3.2

E=1.21’

R=400.00’

L=62.09’

T=31.11’

= 8°53’36"

PI STA 52+89.82

(10’ R)

31.07

+06.50

55.00

+52.95

31.07

+16.50

29.25

+16.50

’R

T Y P

’R

15’R

42.11

+00.7243.92

+76.79

’R

40.79

+23.82

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

REMOVE

HEADER CURB

ENTRANCE CONSTRUCTION CHART - CORINTH CEMETERY ROAD

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

125 - 30 -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

- 125X COMMERCIAL51+91 24’

(SY)

ENT. PVMT. 8"

CEM. CON.

- 40 48 -X 204- COMMERCIAL52+34 35’ 17

132 - 32 -X 132- 52+99 21’ -RESIDENTIAL

EDGE KEY

SAWCUT

JASON JERRY WILSON, et al

LIMITED PARTNERSHIP NO. 1

C. CARROLL HILDRETH FAMILY

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

1.5 FEET51+00 TO 52+00.90 SPL. 2’ F.B. DT. ECB 156 S.Y.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

1.5 FEET 84 S.Y.

1.5 FEET

CL II 1.0 FEET

1.5 FEET 133 S.Y.SPL. 2’ F.B. DT.

51+00 TO 51+50 NORMAL 2’ F.B. DT. ECB

52+28.30 TO 52+70 SPL. 2’ F.B. DT. ECB 53 S.Y.

52+70 OUTLET 2’ F.B. OUTLET DT. 3 TON

52+70 TO 53+75 ECB

CURB

HEADER

CURB

HEADER

CURB

HEADER

HW10

DB32

DB33

15" PIPE

" P

I P

1160.43

O.E.

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT.

SPL. 2’

F.B.

DT.

OUTLET DT.

2’ F.B.

DIS

TURB L

IMI

STURB

S D

T U

R B

DISTURB LIMITS

CONSTRUCT 46.6 L.F.

LT. STA. 52+51.50 TO STA. 52+64.99,

CONSTRUCT 33.4 L.F.

LT. STA. 52+06.90 TO STA. 52+16.50,

CONSTRUCT 24.2 L.F.

LT. STA. 51+00 TO STA. 51+23.82,

SAWCUTEDGE KEY

SAWCUT

CONSTRUCT 59.3 L.F.

RT. STA. 51+00 TO STA. 51+56.19,

STANDARD HEADER CURB

OF EDGE KEY

STA. 53+50.00, CONSTRUCT 17.1 L.F.

STANDARD HEADER CURB

SAWCUT

15" PIPE

T/E

PROP R/W

T/E

P/E

T/E

T/ E

T/E

P R

O P

R/W MONUMENT - TYPE 1

CONSTRUCT 3 EACH

LT. STA. 51+00.00 TO STA. 53+50.00,

R/W MONUMENT - TYPE 1

CONSTRUCT 4 EACH

RT. STA. 51+00.00 TO STA. 53+50.00,

SAWCUT 83 L.F.

RT. STA. 51+76.36 TO STA. 51+98.31,

RT. STA. 51+00.00 TO STA. 51+56.19,

CB104

SAWCUT 114 L.F.

LT. STA. 52+80.88 TO STA. 53+08.33,

LT. STA. 52+06.90 TO STA. 52+52.95,

LT. STA. 51+00 TO STA. 51+23.82,

REPLACEMENT

ASPHALT

REPLACEMENT

ASPHALT

DISTURB

DO NOT

PLAN SHEET

J a n u a r y

D A

T E

L O

T T

E s ll is

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R049

CORINTH CEMETERY ROAD

STA. 51+00 TO STA. 53+50 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

heather.miller Rectangle heather.miller Rectangle heather.miller Rectangle heather.miller Rectangle heather.miller Rectangle

Rectangle

POST POST

POSTPOST

SIGN

W M

RES

MULTI - FAM

2-STY

RES

FRAME

1-STY

SLAB

CONC

STORAGE

COMM

BRICK

1-STY

HEALTH DEPT

COUNTY

WHITLEY

COMM

BRICK

1-STY

DOOR

GARAGE

CORBIN

BUILDING

METAL

1-STY

RES

FRAME

1-STY

ASPHALT ASPHALT

ASPHALT

ASP

HALT

GRAVEL

ASPHALT

G R A V E L

C O

N C

R E

T E

IPIP

" H

D P

" H D

P P

TEL JB

S I G

15" CMP15" CMP

15" RCP

15" CMP

1177.26

O.E.

1177.78

I.E.

1177.73

O.E.

1178.13

I.E.

1178.90

O.E.

O.E. 1172.97 I.E. 1173.31

I.E. 1170.36 O.E. 1175.04 I.E. 1176.11

W M

15" CMP

G R

A V

E L

W E S

T P

O I

N E

SIGN

I.E. 1172.04

TMH

B I L

L B

O A

R D

B I L

L B

O A

R D

4E, 1C, 2T

4E, 1C

1E 1E

2E, 1C

1" P

6" CIP

6" CIP 6" CIP

12" DIP 12" DIP

LEECH FIELD

°5

’19

" E C

POB 48+50.00

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

! US 25W RECONSTRUCTION

EXIST. R/W EXIST. R/WEXIST. R/W

EXIST. R/W

E X I S

W E

X I S

E X I S

EXIST. R/WEXIST. R/W EXIST. R/W

P 30

JIMMIE LEE JACKSON

C.J. JONES (Husb.)

SHIRLEY F. EATON JONES

BANK OF CORBIN, INC

GLENN E. PEACE

DALLAS W. PEACE

! WESTPOINT LANE

M A

T C

H L I N

T A

E E

H E

! WESTPOINT LANE STA. 50+00.00

! US 25W RECONSTRUCTION STA. 58+16.52 =

90°

’R 5

’R

18.32

+08.99

10.99

+19.00

10.95

+10.00

10.86

+19.00

10.50

+10.00

(50’ R)

81.00

+55.53

(50’ R)

81.00

+77.38

(13’ R)

44.00

+32.00

56.68

+29.11

57.00

+34.00

31.00

+32.00

42.00

+00.5048.08

+60.50

57.00

+60.50

50.08

+50.00

55.00

+00.50

57.00

+58.20

31.00

+55.53

31.00

+77.38

42.00

+03.50

47.00

+03.50

42.00

+33.50

47.00

+33.50

65.00

+64.14

47.00

+64.14

80.00

+68.63

42.00

+70.50

60.00

+70.50

42.00

+90.50

60.00

+90.50

80.00

+07.76

70.00

+91.00

42.00

+91.00

42.00

+77.00

70.00

+77.00

70.00

+13.50

42.00

+13.50

70.00

+23.50

42.00

+23.50

57.78

+32.00

42.00

+32.00

42.00

+56.00

60.00

+56.00 60.00

+53.20

13’R

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

HEADER CURB

SODDING (TYPICAL)

CONSTRUCT 423.7 L.F.

LT. STA. 55+00 TO STA. 61+00,

EDGE KEY

SAWCUT

EDGE KEY

NAOMI SUE LOCKABY, TRUSTEES

ARTHUR LELAND LOCKABY, SR.

NAOMI SUE LOCKABY, TRUSTEES

ARTHUR LELAND LOCKABY, SR.

SPL. "V" DT. ECB 1.5 FEET 46 S.Y.49+10 TO 49+42.99 RT

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

PROTECT

DEPTH TO

1.5 FEET49+00 TO 49+30 TRM I

DITCH CONSTRUCTION - WESTPOINT LANE

SPL. 2’ F.B. DT. 44 S.Y.

CB5

CB8 CB10

CB12

CB7

CB9

CB11

CB13

DB7

DB34

DB8

F.B. DT.

NORMAL 2’

24" PIPE

24" PIPE 24" PIPE

" P

15" PIPE

P I P

15" PIPE

P I P

DISTURB LIMITS

STANDARD HEADER CURB

CONSTRUCT 21.5 L.F. OF EDGE KEY

WESTPOINT LANE STA. 49+10.00,

PROP R/W

T/E P/E

T E

P R

T E

T/E

P/E

PROP R/W

T/E

PROP R/W

T/E

R/W MONUMENT - TYPE 1

CONSTRUCT 5 EACH

LT. STA. 55+00.00 TO STA. 61+00.00,

"V"

DT.

SPL.

15" PIPE

IRVIN AKINS, et al

SAWCUT

SAWCUT 65 L.F.

RT. STA. 55+00.00 TO STA. 56+64.14,

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

1.5 FEET

ECB 1.5 FEET 39 S.Y.

57+21 TO 57+85 SPL. "V" DT. ECB 79 S.Y.

60+70.25 TO 61+00 NORMAL 2’ F.B. DT.

HEADER CURB

60.00

+69.73

60.00

+44.93

57.78

+20.93

42.00

+20.93

42.00

+44.93

T/E

F.B. DT.

SPL. 2’R/W

PROP

P E

STANDARD CURB AND GUTTER MOD

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT (SY)

ENT. PVMT. 8"

CEM. CON.

X - 24’ - -

177 61 15 34 42 -- X 30’

73 88 6 14 17 -X - 40’

RESIDENTIAL

COMMERICAL

55+18.5

- X 20’ 106 49 9 21 25 -

43 42 4 9 11 -

RESIDENTIAL

- X 14’

20 68 - - 8 -- X 10’

RESIDENTIAL

48 54 4 9 11 -X - 60+44 24’COMMERICAL

56+80.5

57+84

60+18.5

COMMERCIAL

RESIDENTIAL

(TONS)

DGA

X - 59+33 COMMERICAL 24’ 48 54 12 4 9 12 -

E X I S

A S

E M

E N

E X

E A S E

M E N T

E X I S

A S

E M

E N

E X I S

A S

E M

E N

BILLBOARD

DO NOT DISTURB

T/E

(2’ R)

52.78

+30.00

50.08

+34.00

HEALTH DEPARTMENT

WHITLEY COUNTY

CONSTRUCT 984 S.Y.

LT. STA. 55+00 TO STA. 61+00,

SODDING (TYPICAL)

CONSTRUCT 531 S.Y.

RT. STA. 55+00 TO STA. 61+00,

57.78

+57.91

70.00

+57.76

CONSTRUCT 407.2 L.F.

RT. STA. 55+00 TO STA. 61+00,

SAWCUT 423 L.F.

LT. STA. 59+53.20 TO STA. 60+56,

LT. STA. 55+00 TO STA. 57+98.20,

CONSTRUCT 79.1 L.F.

LT. STA. 59+52.87 TO STA. 60+32,

CONSTRUCT 63.0 L.F.

LT. STA. 58+57.91 TO STA. 59+20.93,

CONSTRUCT 110.0 L.F.

LT. STA. 57+00.50 TO STA. 57+98.23,

CONSTRUCT 136.8 L.F.

LT. STA. 55+29.56 TO STA. 56+60.50,

- - -55+07 *

* PAVEMENT QUANTITIES INCLUDED WITH PARENT ROAD

57.00

+00.50 60.00

+20.93

60.00

+32.00

ASPHALT REPLACEMENT ASPHALT REPLACEMENT

ASPHALT REPLACEMENTASPHALT REPLACEMENT

REPLACEMENT

ASPHALT

CB6

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

PLAN SHEET

J a n u a

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R007

US 25W RECONSTRUCTION

STA. 55+00 TO STA. 61+00SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

M heather.miller Polygon

RESBRI

RES

BRICK

1-STY

STORAGE

8 UNITS

STORAGE

COMM

1-STY

U STOR

COMM

BUILDING

METAL

1-STY

ASP

HALT

C O

N C

R E

T E

GRAVEL

W M

W M W

POST

15" RCP

" C

1197.74

O.E.

1215.07

I.E.

I.E. 1186.05 O.E. 1186.74

G E

P O

N E

N S I G

S I G

C O

M M

B R

K -S

T Y

C A R D

L O G Y

C O R B

IN4

2E, 1C

4E, 1C

2E, 1C

4E, 2T, 1C, 1F

3/4 " P

4" P

1" P

4" P

2" P

6" CIP

6" P

6" PV

" P

V C

12" DIP

C C

49+00

P C

PT 49+53.69

PI 48+83.47

P C

P I

M A

T C

H L I N

T A

E E

H E

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

MATCHLINE STA. 49+00 - SEE SHEET NO. R051

90°

’R

! US 25W RECONSTRUCTION

! RIDGE POINT LANE STA. 50+00.00

! US 25W RECONSTRUCTION STA. 64+80.00 =

! RIDGE POINT LANE

’R

EXIST. R/W

EXIS

R/ W

EXI

ST.

R /W

EXIS

R/ W

EXI

ST.

R /W

C.J. JONES (Husb.)

SHIRLEY F. EATON JONES

DAVENA GARCIA (Wf.)

STEVEN GARCIA

PROPERTIES, LLC

CHAUDRY

GLENN E. PEACE

DALLAS W. PEACE

DEE MEADORS (Wf.)

MICHAEL MEADORS

DEE ELLYN MEADORS (Wf.)

MICHAEL MEADORS

REMOVE PAVEMENT

Runout=78’

Runoff=117’ e=3.0

E=9.53’

R=1800.00’

L=369.54’

T=185.42’

= 11°45’46"

PI STA 66+29.71

31.00

+22.69

31.00

+41.93

(50’ R)

81.00

+22.69 (50’ R)

81.00

+41.93

11.00

+27.22

11.00

+06.43

42.00

+97.00

42.00

+85.00

56.00

+85.00 56.00

+97.00

66.00

+85.58 66.00

+96.45

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

SODDING (TYPICAL)

CONSTRUCT 625.2 L.F.

LT. STA. 61+00 TO STA. 67+00,

SAWCUT

REMOVE 286 SQ. YD. OF EXISTING PAVEMENT

LT. STA. 62+56.74 TO LT. STA. 64+35.11,

TIMOTHY WAYNE AKINS

IRVIN AKINS, et ux

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

1.0 FEET 142 TONCL II61+50 OUTLET 2’ F.B. OUTLET DT.

SPL. 2’ F.B. DT. 1.0 FEET 38 S.Y.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

PROTECT

DEPTH TO

DITCH CONSTRUCTION - RIDGE POINT LANE

49+00 TO 49+35 TRM I

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

1.5 FEET

ECB

NORMAL 2’ F.B. DT.

1.5 FEET

40 S.Y.

79 S.Y.

61+00 TO 61+35 ECB 45 S.Y.

61+50 TO 62+00 SPL. 2’ F.B. DT. ECB 65 S.Y.

NORMAL 2’ F.B. DT.

64+00 TO 64+49.10

65+20 TO 65+50

62+00 TO 64+00 ECB 257 S.Y.

SPL. 2’ F.B. DT. ECB 67 S.Y.

NORMAL 2’ F.B. DT.

65+50 TO 66+09.12 SPL. 2’ F.B. DT.

ECB 1.5 FEET 55 S.Y.66+09.12 TO 66+50

ECB 1.5 FEET 66 S.Y.NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT.

66+50 TO 67+00

1177.25

O.E.

CB14

CB16

CB17

CB18

HW1

DB9

DB10

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT. NORMAL 2’ F.B. DT.

NORMAL 2’ F.B. DT.

2’ F.B . D

NORMAL 2’ F.B. DT. SPL. 2’ F.B. DT.

SPL. 2’ F.B. DT.

NORMAL 2’ F.B. DT.

OUTLET DT.

2’ F.B.

P I P

" P

I P

P I P

15" PIPE

18" PIPE

P I P

15" PIPE 15" PIPE

DISTURB LIMITS

D I S

T U

M I T

I S

T U

M I T

PROP R/W

P/E

T/E

P/E

T/E

PROP R/W

PROP R/WPROP R/W

T/E T E

T/E

R/W MONUMENT - TYPE 1

CONSTRUCT 2 EACH

LT. STA. 61+00.00 TO STA. 67+00.00,

R/W MONUMENT - TYPE 1

CONSTRUCT 1 EACH

RT. STA. 61+00.00 TO STA. 67+00.00,

LIMITS

DISTURB

SAWCUT 11 L.F.

RT. STA. 62+85.58 TO STA. 62+96.45,

STANDARD CURB AND GUTTER MOD

CB15

CONSTRUCT 607 S.Y.

LT. STA. 61+00 TO STA. 67+00,

SODDING (TYPICAL)

CONSTRUCT 580 S.Y.

RT. STA. 61+00 TO STA. 67+00,

ASPHALT REPLACEMENT

* PAVEMENT QUANTITIES INCLUDED WITH PARENT ROAD

15" PIPE

CB181

CB180

18" PIPE

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

REVISION NO. 2 06-30-22

4" PERF. PIPE (TYP.)

4" PERF. PIPE

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

70 - 8

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

- 31

- X COMMERCIAL

62+91

65+37.79*

12’

34’

(SY)

ENT. PVMT. 8"

CEM. CON.

RESIDENTIAL 9

(TONS)

DGA

CONSTRUCT 487.5 L.F.

RT. STA. 61+00 TO STA. 67+00,

31.00

+67.5931.00

+94.48

72.86

+20.07

56.49

+20.29

(25’ R)

56.00

+94.48

72.44

+88.85

56.44

+88.43

56.83

+67.78

25’R

44.96

+55.31

43.12

+55.29

(12’ R)

44.84

+67.61

(12’ R)

43.00

+67.59

PLAN SHEET

J u

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R009

US 25W RECONSTRUCTION

STA. 61+00 TO STA. 67+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

SIGN

WMW

SHED

COMM

CONC

1-STY

AMEDISYS

MEDICAL

RENAISSANCE

8 UNITS

STORAGE

COMM

1-STY

U STOR

RES

BRICK

1-STY

3511 RES

FRAME

1-STY

COMM

FRAME

2-STY

COUNTRY LOVE

24/7

2 RES

BRICK

2-STY

3429A/B

RES

COMM/

1-STY

ASPHALT

A S

P H

A L

A S

P H

A L

G R

A V

E L

ASPHALT

GRAVEL

G R

A V

E L

A S

P H

A L

US 25 W CUMBERLAND FALLS HWY

GLM

L A

R R

U N I

V D

S I G

N S I G

DUMPS

TER

DUMPSTER

D U

M P S T E R

DUMPSTER

GRAVEL

C M

’X

R C

B C

" C

M P

15" RCP

" C

M P

18" CMP

" R

C P

15" CMP

1178.87

O.E.

1194.45

I.E.

1192.88

O.E.

1195.25

I.E.

1195.92

I.E.

1199.02

I.E.

I.E. 1190.23

O.E. 1198.29

O.E. 1202.94

I.E. 1181.81

O.E. 1187.33

O.E. 1195.80

WMWM

WVWVWVWV

1186.76

O.E.

ASPHALT

TANK

SEPTIC

1C, 1T

1E, 1C, 1T

5E, 1T, 1C, 1F

1E, 2T

1C, 1T

1E, 1C, 1T

4" P

" P

4" P

1" P

4" P

6" CIP

12" DIP

1" P

C C

P T

P C

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

M A

T C

H L I N

T A

E E

H E

! US 25W RECONSTRUCTION

EXIST. R/W

ELIZABETH JUSTICE

PROPERTIES, LLC

CHAUDRY 44

C.P. #2

40.14’ LT. STA. 68+16.64, ELEV. 1192.68

C.P.#2, CONC. MON. AND DISK

31.00

+27.00

(35’ R)

66.00

+28.62

’R 2

’R

31.00

+28.62

66.00

+62.00

68.54

+93.72

31.00

+64.83

31.00

+33.24

47.64

+88.39

58.25

+08.34

81.99

+94.73 83.80

+06.64

(35’ R)

66.00

+27.00

(25’ R)

56.00

+64.83

(25’ R)

56.00

+33.24

70.00

+50.00

70.00

+70.00

42.00

+50.00

42.00

+70.00

42.00

+71.00 42.00

+83.00

60.00

+88.77

81.00

+84.97 81.00

+64.31

67.69

+62.46 15’R

55.00

+71.00

42.00

+13.90

42.00

+26.10

63.51

+20.63

75.00

+24.22

72.86

+32.46

60.00

+15.85

100.00

+44.00

100.00

+56.00

42.00

+56.00 42.00

+44.00

42.00

+69.64

74.93

+69.35

70.00

+61.99

70.00

+93.82

31.00

+99.40

STRUCTURE

REMOVE

EXISTING

TIE IN

REMOVE

EXISTING

TIE IN

REMOVE

SAFELOAD

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

REMOVE EXISTING STRUCTURE

REMOVE EXIST. 3’ X 3’ RCBC.

RT. STA. 67+58.38 TO LT. STA. 67+84.46,

SODDING (TYPICAL)

CONSTRUCT 533.1 L.F.

LT. STA. 67+00 TO STA. 73+00,

CONSTRUCT 417.5 L.F.

RT. STA. 67+00 TO STA. 73+00,

SPL. 2’ F.B. DT.

DB14

MH3

CB24

SPL. 2’ F.B. DT.

P I P

24" PIPE 15" PIPE

DISTURB LIMITS

SAWCUT

SAWCUT SAWCUT

SAWCUT

SAFELOADING

SOUTHEASTERN KY, P.S.C.

HEART SPECIALISTS OF

PROPERTIES, LLC

ELLIOTT FAMILY

GROUP, LLC

REAGA

DONNA JEAN CUPP

CHARLES E. CUPP

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

1.5 FEET

2’ F.B. INT. DT.

SPL. 2’ F.B. DT.

TRM I

NORMAL 2’ F.B. DT.

1.0 FEET

83 S.Y.

13 S.Y.

94 S.Y.

104 S.Y.

67+00 TO 68+40 ECB 184 S.Y.

69+15 TO 69+50 SPL. 2’ F.B. DT. 33 S.Y.

69+50 TO 70+39 NORMAL 2’ F.B. DT.

70+39 INTERCEPTOR

70+39 TO 71+40 NORMAL 2’ F.B. DT. TRM I

71+90 TO 73+00 TRM I

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

2.0 FEETCL III67+55 OUTLET 2’ F.B. OUTLET DT. 54 TON

NORMAL 2’ F.B. DT.

OUTLET DT.

2’ F.B.

SPL. 2’ F.B. DT.

CB19

CB20

CB22

CB21 CB23

DB13

MH2

HW2

15" PIPE

P I P

15" PIPE

DISTURB LIMITS

18" PIPE W/ 2.5 C.Y.

! STA. 71+97.49, SAFELOAD 36 L.F. OF

1180.20

O.E.

T/E

PROP R/W

P/E

T/E

PROP R/W

T/E

PROP R/W

P R

T/E

P/E

PROP R/WPROP R/W

T/E

PROP R/W

T/E

P E

R/W MONUMENT - TYPE 1

CONSTRUCT 2 EACH

RT. STA. 67+00.00 TO STA. 73+00.00,

R/W MONUMENT - TYPE 1

CONSTRUCT 4 EACH

LT. STA. 67+00.00 TO STA. 73+00.00,

15" PIPE

65.38

+83.79

5’R

’R

5’R

’R50.00

+88.00 50.00

+09.63

* PAVEMENT QUANTITIES INCLUDED WITH PARENT ROAD

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

39 14 17

39 16 2078 -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

- 70

RESIDENTIAL68+77

68+77 * COMMERCIAL

COMMERCIAL

69+20

70+85 *

- X 71+50

12’

30’

12’

40’

12’

3977 15 19 -

(SY)

ENT. PVMT. 8"

CEM. CON.

COMMERCIAL71+60 20’ 6462 12 15 -5

RESIDENTIAL- X

X-

X -

RESIDENTIAL

COMMERCIAL72+85 30’ 76110 21 26 -9- X

(TONS)

DGA

STANDARD CURB AND GUTTER MOD

E X I S

A S

E M

E N

INTERCEPTOR DT.

2’ F.B.

T U

R B

CONSTRUCT 762 S.Y.

LT. STA. 67+00 TO STA. 73+00,

SODDING (TYPICAL)

CONSTRUCT 518 S.Y.

RT. STA. 67+00 TO STA. 73+00,

LIM

ITSDIS

TURB

SAWCUT

HEADER CURB

68.28

+20.95

70.35

+18.82

67.58

+50.00

69.58

+50.07

68.28

+20.95

84.22

+79.35

83.20

+16.20

92.33

+19.11

107.91

+29.75

102.23

+59.26

98.22

+43.94 95.44

+60.51

46.68

+85.85

5’R

’R

STANDARD HEADER CURB

CONSTRUCT 150.4 L.F.

LT. STA. 67+20.95 TO STA. 68+55.70,

SAWCUT

SAWCUT 145.8 L.F.

LT. STA. 67+18.82 TO STA. 68+93.82,

48.72

+57.44

CB41

24" PIPE

JB1

P I P

15" PIPE

REPLACEMENT

ASPHALT

T E

T/E

T E

T/E

SAWCUT 41.2 L.F.

RT. STA. 70+94.73 TO STA. 71+06.64,

RT. STA. 69+24.22 TO STA. 69+32.46,

RT. STA. 68+64.31 TO STA. 68+84.97,

SAWCUT

JIM ED HARRIS (Married)

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

REVISION NO. 2 06-30-22

LORRAINE BARTON

4" PERF. PIPE (TYP.)

PLAN SHEET

J u

D A

T E

L O

T T

E j lu g a n t z

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R011

US 25W RECONSTRUCTION

STA. 67+00 TO STA. 73+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

SIGN

COMM

BLOCK

1-STY

MOBILE COMM

COMM

METAL

1-STY

COMM

METAL

1-STY

A S

P H

A L

GRAVEL

S I G

15" RCP

" C

M P

" C

M P

1226.11

I.E.

1225.01

O.E.

1224.52

I.E.

1223.00

O.E.

1220.55

I.E. O.E. 1220.01

" C

1221.3

W.E.

TMH

B I L

L B

O A

R D

S H E

1-STY COMMCUMBERLAND FALLS AUTO SALES

4E, 1T, 1C

3T, 1C

4E, 1T

4" P

1" P

4" P

6" CIP

12" DIP

3" PVC PRIV

3" PVC PRIV FM

0 8

P C

P I

M A

T C

H L I N

T A

E E

H E

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

! US 25W RECONSTRUCTION

EXIST. R/W

EXIST. R

EXIST. R/W

LORRAINE B. BARTON (Wf.)

DENNIS BARTON

LORI BARTON (Wf.)

DENNIS BARTON

DORIS CHANEY (Wf.)

PASCHAL CHANEY

C.P.

34.20’ LT. STA. 84+53.55, ELEV. 1215.40

C.P.#3, CONC. MON. AND DISK

42.00

+57.00

133.00

+57.13

130.00

+77.00

REMOVE PAVEMENT

42.00

+77.00

130.00

+57.00

Runout=78.00’

Runoff=156.00’ e=4.0

E=37.07’

R=711.00’

L=449.52’

T=232.56’

= 36°13’28"

PI STA 83+21.48

T/E

T E

T/E

T/E T/E

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.0 FEET 47 S.Y.79+00 TO 79+50 TRM I

79+83 TO 85+00 SPL. 2’ F.B. DT. TRM I 1.0 FEET 574 S.Y.

2’ F.B. INT. DT. TRM I 1.0 FEET 22 S.Y.85+00 INTERCEPTOR

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.0 FEET 25 S.Y.79+00 TO 79+50 TRM I

79+50 TO 80+50 NORMAL 2’ F.B. DT. ECB 1.5 FEET 129 S.Y.

SPL. 2’ F.B. DT. ECB 1.5 FEET 213 S.Y.80+50 TO 82+05.43

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

CONSTRUCT 495.6 L.F.

LT. STA. 79+00 TO STA. 85+00,

CONSTRUCT 587.7 L.F.

RT. STA. 79+00 TO STA. 85+00,

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

49 39 48 -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

X 202- RESIDENTIAL79+67 20’

(SY)

ENT. PVMT. 8"

CEM. CON.

(TONS)

DGA

SODDING (TYPICAL)

SAWCUT

CB31

CB32

CB33

CB34

SPL. 2’ F.B. DT.

18" PIPE

SPL. 2’ F.B. DT.

’ F .B . D

INTERCEPTOR DT.

2’ F.B.

15" P

15"

PIP

15" PIPE

PROP R/W

PROP

R /W

SPL. 2’ F.B. DT.

DISTURB LIMITS

STURB

DISTURB LIMITS

DISTURB LIM

ITS

SAWCUT

R/W MONUMENT - TYPE 1

CONSTRUCT 3 EACH

RT. STA. 79+00.00 TO STA. 85+00.00,

REMOVE 1067 SQ. YD. OF EXISTING PAVEMENT

LT. STA. 79+77.80 TO LT. STA. 85+57.05,

REMOVE 150 SQ. YD. OF EXISTING PAVEMENT

LT. STA. 79+00.00 TO LT. STA. 79+46.77,

DIANA ROADEN (Wf.)

DAVID S. ROADEN

LORI BARTON (Wf.)

DENNIS BARTON

SAWCUT 19 L.F.

LT. STA. 79+57.13 TO STA. 79+76.06,

STANDARD CURB AND GUTTER MOD

E X I S

A S

E M

E N

E X I S

A S

E M

E N

CONSTRUCT 627 S.Y.

LT. STA. 79+00 TO STA. 85+00,

SODDING (TYPICAL)

CONSTRUCT 696 S.Y.

RT. STA. 79+00 TO STA. 85+00,

133.00

+76.06

RIGHT OF WAY PLANS

REVISION NO. 2 06-30-22

4" PERF. PIPE (TYP.)

4" PERF. PIPE

4" NON-PERF. PIPE

4" PERF. PIPE (TYP.)

SPL. 2’ F.B. DT.

42.00

+10.00

98.14

+10.00

S P

125.54

+00.70

45’R

T U R B

BY CONSENT AND RELEASE

PARCEL 52 ENTRANCE GRANTED PLAN SHEET

J u

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R015

US 25W RECONSTRUCTION

STA. 79+00 TO STA. 85+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

M heather.miller Polygon

POST

W M

M O

R E S

SHED

COMM

FRAME

2-STY

POOLS & HOBBIES

LEISURE TIME

3181/3229

COMM

METAL

2-STY

CORPORATION

RED MAN

MCJUNKIN

COMM

FRAME/BRICK

2-STY

BEHAVIORAL HEALTH, INC

CUMBERLAND RIVER

CONCRETE

A S

P H

A L

A S P H A L T

A S

P H

A L

G R

A V

E L

W M

TMH

24" CMP

15" CMP

S I G

N S I G

DUMPSTER

A S

P H

A L

18" CMP

24" CMP

" R

C P

1190.94

I.E.

1189.71

O.E.

1187.86

I.E.

1186.24

O.E.

1184.93

I.E.

1187.73

I.E.

1186.05

O.E.

24" CMP

M P

24" CMP

O.E. 1197.45 I.E. 1199.38

GRAVEL

W M

G M

1181.00

INV.

1180.21

INV.

1178.03

INV.

24" CMP

1190.81

T.L.

1184.43

T.G.

4E, 2T, 1C

4E, 2T, 2C

1E, T, 1C

3" PVC PRIV FM

4" PVC PRIV

4" P

1" P

4" P

6" CIP 6" CIP

12" DIP

12" DIP 12" DIP

3" PVC PRIV FM

P T

0’ 40’ 80’20’

M A

T C

H L I N

T A

E E

H E

M A

T C

H L I N

T A

E E

H E

! US 25W RECONSTRUCTION

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W EXIST. R/W

DORIS CHANEY (Wf.)

PASCHAL CHANEY

GEORGE BARNHILL

LOUISE WALTERS

PROPERTIES, LLC

MOUNTAIN VALLEY

PROPERTIES, LLC

MOUNTAIN VALLEY

101.96

+17.91

91.39

+69.04

54.38

+73.00 42.00

+23.00

42.00

+73.00

54.38

+23.00

42.00

+03.50

52.20

+03.50

52.92

+59.50

75.00

+03.50 75.00

+53.50

52.92

+53.50

52.20

+97.50

42.00

+53.50

42.00

+60.00

55.57

+16.00 53.67

+60.00

55.57

+10.00

53.67

+54.00

62.00

+60.00

62.00

+10.00

42.00

+14.50

42.00

+26.50

90.00

+14.50

90.00

+26.50

100.00

+16.67

100.00

+24.47

42.00

+22.50 42.00

+34.50

95.00

+22.50 95.00

+34.50

42.00

+92.00

42.00

+72.00

137.00

+72.00

159.00

+92.00

168.00

+89.31

168.00

+75.08

REMOVE PAVEMENT

175’R

96.28

+67.98

106.85

+16.85

42.00

+10.00

T/E

P/E

T/E

T/ E

T/E

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

NORMAL 2’ F.B. DT. 1.0 FEET 33 S.Y.88+65 TO 89+00 TRM I

89+00 TO 89+39.50 SPL. 2’ F.B. DT. TRM I 1.0 FEET 37 S.Y.

NORMAL 2’ F.B. DT. ECB 1.5 FEET 103 S.Y.90+20 TO 91+00

P/E

REMOVE

EXISTING

TIE IN

SAFELOAD

REMOVE BOX

SAFELOAD

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

CONSTRUCT 333.1 L.F.

RT. STA. 85+00 TO STA. 91+00,

CONSTRUCT 437.7 L.F.

LT. STA. 85+00 TO STA. 91+00,

SAWCUT

SODDING (TYPICAL)

PROP R/W PROP R/W PROP R/W

CB36 CB38 CB39 CB42

CB40

DB16

DB18

DB17

MH4

EXIST. R/W

SPL. 2’ F.B. DT.

SPL. 2’ F

.B. DT.

SPL. 2’ F

.B. DT.

SPL. 2’ F.B. DT.

INTERCEPTOR DT.

2’ F.B.

36" PIPE

" P

I P

15" PIPE15" PIPE15" PIPE15" PIPE

24" PIPE

36" PIPE 36" PIPE

" P

24" PIPE

36" PIPE

24" PIPESPL. 2’ F.B. DT.

DISTURB LIMITS

D I S

T U

M I T

DISTURB LIMITS

DISTURB LIMITS DISTURB LIMITS

SAWCUT

R/W MONUMENT - TYPE 1

CONSTRUCT 1 EACH

RT. STA. 85+00.00 TO STA. 91+00.00,

REMOVE 107 SQ. YD. OF EXISTING PAVEMENT

LT. STA. 89+02.27 TO LT. STA. 89+73.97,

SAFELOADING

SAFELOAD 161 L.F. OF 36" PIPE W/ 18.7 C.Y.

RT. STA. 89+29.47 TO STA. 90+84.41,

SAFELOAD 77 L.F. OF 36" PIPE W/ 20.2 C.Y.

! STA. 89+25.35,

LORI BARTON (Wf.)

DENNIS BARTON

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.0 FEET 185 S.Y.85+00 TO 87+00 TRM I

SPL. 2’ F.B. DT. TRM I 1.0 FEET 63 S.Y.

TRM I 1.0 FEET 116 S.Y.

87+57.69 TO 88+06.50

89+10 TO 90+00

2’ F.B. INT. DT.90+00 INTERCEPTOR

90+00 TO 90+50

90+50 TO 91+00

SPL. 2’ F.B. DT.

NORMAL 2’ F.B. DT.

TRM I

1.0 FEET 24 S.Y.

1.0 FEET 47 S.Y.

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

100 64 78

39 15 18 58’ OF 24"

100 38 46- -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

- 333

85+98

87+20.5 RESIDENTIAL

88+28.5

(SY)

ENT. PVMT. 8"

CEM. CON.

X- 50’

12’

50’COMMERCIAL

COMMERCIAL

(TONS)

DGA

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT (SY)

ENT. PVMT. 8"

CEM. CON.

(TONS)

DGA

88+82 49273 53 65 -23

100 22 27 -

11689+85 10

X - RESIDENTIAL

50’

20’

- X COMMERCIAL

14 17 -71X - 88+28.5 39 6RESIDENTIAL 12’ 9

T O

U S E

DO NOT DISTURB

(SEE DETAIL SHEET R095)

PROP. RETAINING WALL NO. 2

SAWCUT 23 L.F.

LT. STA. 88+75.08 TO STA. 88+89.31,

LT. STA. 87+16.67 TO STA. 87+24.47,

HEALTH, INC

CUMBERLAND RIVER BEHAVIORAL

STANDARD CURB AND GUTTER MOD

CB 37

CB35

NORMAL 2’ F.B. DT.

CONSTRUCT 585 S.Y.

LT. STA. 85+00 TO STA. 91+00,

SODDING (TYPICAL)

CONSTRUCT 434 S.Y.

RT. STA. 85+00 TO STA. 91+00,

HANDRAIL - TYPE A-1

CONSTRUCT 121.89 L.F. ON RETAINING WALL

LT. STA. 85+86.55 TO STA. 87+07.93,

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

PLAN SHEET

J a n u a

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R017

US 25W RECONSTRUCTION

STA. 85+00 TO STA. 91+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

SANMH

GARAGE

SHED

STORAGE

ABANDONED

RES

FRAME/BLOCK

1-STY

SILO

SHED

COMM

METAL

2-STY

RES

FRAME

1.5-STY

RUINS

RES

FRAME

1-STY

G R

A V

E L

A S

P H

A L

C O

N C

R E

T E

G R

A V

E L

G R

A V

E L

W V W

W M

SANMH

W V

" C

M P

24" CPP

18" CMP 18" CMP

18" RCP

36" RCP 36" RCP

36" RCP

1172.70

I.E.

1171.45

O.E.

1169.85

I.E.

1168.94

O.E.

1167.51

O.E.

1168.10

I.E.

1164.42

I.E.

1163.76

O.E. 1161.98

I.E.

1159.58

O.E.

1161.43

I.E.

O.E. 1166.94

24" CMP 24" CMP

1170.45

O.E.

G M

I.E. 1168.45

I.E. 1165.97

O.E. 1164.71

GRAVEL

PAD

CONC.

C R

A W

F O

N E

G M

24" CMP

S A N

M H

COMM

BLOCK

1-STY

SANCO

1E, T 2T

4E, 1C

1E, 1C

" D

INV. 1167.94

T.L. 1176.59

INV. 1165.17

T.L. 1173.72

INV. 1158.98

T.L. 1165.83

8" PVC

V C

" P

V C

8" PVC8" PVC

3" PVC PRIV FM3" PVC PRIV FM

4" PVC PRIV

6" PV

C PRIV

4" PVC PRIV

P V

I V

4" P

" P

4" P

6" CIP

12" DIP 12" DIP

12" DIP

INV. 1172.97

T.L. 1178.57

C C

’15

" E

51+00

PC 50+37.56

PT 50+99.40

PI 50+68.63

M A

T C

H L I N

T A

E E

H E

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

90°

! US 25W RECONSTRUCTION

! CRAWFORD LANE STA. 50+00.00

! US 25W RECONSTRUCTION STA. 95+75.00 =

50’R

’R

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/WEXIST. R/WEXIST. R/W

E X I S

PROPERTIES, LLC

CUMBERLAND GAP

JERRIE VALENTINE

KELLY JEAN BLACKWOOD (Wf.)

BRIAN BLACKWOOD

SHIRLEY ANN BROCK

CLELL GENE BROCK

P (50’ R)

81.00

+33.04

(50’ R)

81.00

+09.18

42.00

+81.00

42.00

+89.00

90.00

+65.13

90.00

+88.90

42.00

+65.00

42.00

+88.00

90.00

+88.00 90.00

+00.00

42.00

+00.00

! CRAWFORD LANE

MATCHLINE STA. 51+00 - SEE SHEET NO. R053

90.00

+69.00

90.00

+81.00

42.00

+69.00

31.00

+33.04

31.00

+09.18

11.00

+72.83

11.00

+94.85

Runout=SEE CROSS SECTIONS

Runoff=SEE CROSS SECTIONS e=SEE CROSS SECTIONS

E=1.86’

R=259.00’

L=61.85’

T=31.07’

= 13°40’53"

PI STA 50+68.63

T/E

T/E T/E

T/E

T/E T/E

T/E

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

NORMAL 2’ F.B. DT. 1.0 FEET 140 S.Y.91+00 TO 92+50 TRM I

92+50 TO 94+47.40 SPL. 2’ F.B. DT. TRM I 1.0 FEET 185 S.Y.

SPL. 2’ F.B. DT. TRM I 1.0 FEET 149 S.Y.95+10.40 TO 96+69.71

1.0 FEET 15 S.Y.TRM ISPL. 2’ F.B. DT.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

PROTECT

DEPTH TO

1.0 FEET 38 S.Y.TRM I

DITCH CONSTRUCTION - CRAWFORD LANE

SPL. 2’ F.B. DT.50+68.47 TO 51+00 LT

50+83.90 TO 51+00 RT

REMOVE REMOVE

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

CONSTRUCT 509.7 L.F.

RT. STA. 91+00 TO STA. 97+00,

SAWCUT

PROP R/W PROP R/W

P R

PROP R/W

CB44

CB43 CB45

CB46

CB49

CB48CB47

SPL. 2’ F.B. DT. SPL. 2’ F.B

. DT.

SPL. 2’ F.B. DT. SPL. 2’ F.B. DT. SPL. 2’ F.B. DT. 30" PIPE

24" PIPE

36" PIPE36" PIPE

36" PIPE 36" PIPE 36" PIPE 36" PIPE 36" PIPE

SPL. 2’ F.B. DT.

S P L

F B

D T

SPL. 2’ F.B. DT. 24" PIPE

1162.73

I.E.

1160.78

O.E.

F.B. DT.

SPL. 2’

42" PIPE

DISTURB LIMITS

M A

T C

H L I N

E E

H E

S E

H E

M A

T C

H L I N

INLET DT.

2’ F.B.

OUTLET DT.

2’ F.B.

R/W MONUMENT - TYPE 1

CONSTRUCT 2 EACH

RT. STA. 91+00.00 TO STA. 97+00.00,

JONA SWIM

DISTURB

DO NOT

HEALTH, INC

CUMBERLAND RIVER BEHAVIORAL

STANDARD CURB AND GUTTER MOD

INTERCEPTOR DT.

2’ F.B.

E X I S

A S

E M

E N

E X I S

A S

E M

E N

SPL. 2’ F.B. DT.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

1.5 FEET 95 S.Y.

92+25 TO 93+00 73 S.Y.

SPL. 2’ F.B. DT. 39 S.Y.92+59.11 TO 93+00

93+00 TO 93+53.59

94+00.59 TO 94+50

94+50 INTERCEPTOR

94+50 TO 95+00

95+00 TO 95+29.36

96+17.17 TO 96+50

96+50 TO 97+00

NORMAL 2’ F.B. DT.

SPL. 2’ F.B. DT.

2’ F.B. INT. DT.

SPL. 2’ F.B. DT.

2’ F.B. INLET DT.

2’ F.B. OUTLET DT.

TRM I 1.0 FEET

TRM I 1.5 FEET

TRM I 1.0 FEET

TRM I 1.5 FEET

CL III 2.0 FEET

TRM I 1.5 FEET

50 S.Y.

64 S.Y.

49 S.Y.

65 S.Y.

66 S.Y.

49 TON

54 TON

99 S.Y.SPL. 2’ F.B. DT. 1.5 FEET

91+00 TO 91+73.75 ECB

ENTR. 92+00 DT. RT. ECB

LIMITS

DISTURB

NORMAL 2’ F.B. DT.

DB19

F.B. DT.

SPL. 2’

F.B. DT.

SPL. 2’

42.00

+88.00

42.00

+12.00

111.00

+88.00

111.00

+12.00

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

39 13 16

182 - 31128 63’ OF 24"

39 13 16 52’ OF 30"

47’ OF 24"

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

- 64

93+75

94+77 RESIDENTIAL

X - 96+94

12’

24’

12’

(SY)

ENT. PVMT. 8"

CEM. CON.

RESIDENTIAL

(TONS)

DGA

54 36 44 - X 92+00 24’ 1512COMMERCIAL -184

CONSTRUCT 500.0 L.F.

LT. STA. 91+00 TO STA. 97+00,

SODDING (TYPICAL)

SAWCUT

SAWCUT 24 L.F.

LT. STA. 94+65.13 TO STA. 94+88.90,

STANDARD CURB AND GUTTER MOD

P/E

CONSTRUCT 625 S.Y.

LT. STA. 91+00 TO STA. 97+00,

SODDING (TYPICAL)

CONSTRUCT 569 S.Y.

RT. STA. 91+00 TO STA. 97+00,

DONALD TILMON BARGO

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

REVISION NO. 2 06-30-22

4" PERF. PIPE (TYP.)

PLAN SHEET

J u

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R019

US 25W RECONSTRUCTION

STA. 91+00 TO STA. 97+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

P L

D G

N F I

M heather.miller Oval heather.miller Oval heather.miller Polygon heather.miller Polygon heather.miller Polygon heather.miller Polygon heather.miller Polygon heather.miller Polygon heather.miller Polygon heather.miller Polygon

POSTPOST

POST

SANMH

ABANDONED

RES

FRAME

1-STY

SHED

ABANDONED

COMM

BLOCK

1-STY

RES

BRICK

1-STY

G R

A V

E L

GRAVEL

C O

N C

R E

T E

G R

A V

E L

G R

A V

E L

W M

G R

A V

E L

" R

C P

DBL. 15" RCP

48" CMP

1160.65

O.E.

1158.47

I.E.

1157.58

O.E.

1156.37

I.E.

1156.22

I.E.

1155.29

O.E.

1155.01

O.E.

1151.60

I.E. 1150.07

O.E.

1145.53

I.E.

V W V

G M

SANMH

B I L

L B

O A

R D

POOL

SANCO

2T 2T

4E, 1C

INV. UNK

T.L. 1162.48

INV. 1151.42

T.L. 1156.77

8" PVC

4" P 4" P

4" P

3/4" P

6" CIP 6" CIP

12" DIP

M A

T C

H L I N

T A

E E

H E

0’ 40’ 80’20’

! US 25W RECONSTRUCTION

EXIST. R/W

E X I S

EXIST. R/W

EXIST. R/W EXIST. R/W

EXIST. R/W EXIST. R/WEXIST. R/W

KELLY JEAN BLACKWOOD (Wf.)

BRIAN BLACKWOOD

JAWED, M.D.

MOHAMMAD

SHIRLEY ANN BROCK

CLELL GENE BROCK

WALTER CHRIS HARP

JAMIE BELINDA HARP GARRETT

C.P. #4

M A

T C

H L I N

T A

E E

H E

42.00

+80.00

42.00

+92.00

80.00

+92.00

80.00

+80.00

80.00

+78.82

80.00

+04.74

42.00

+04.00

42.00

+78.00

70.00

+78.00

70.00

+04.00

68.00

+64.00 68.00

+76.00

42.00

+76.00

42.00

+64.00 42.00

+35.00

42.00

+51.00

55.00

+35.00

55.00

+51.00

31.00

+58.93

(50’ R)

81.00

+58.93

’R

P/E

T/ E

T/E

T/ E

T/ET/E

T/E

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - FAMILY CIRCLE

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.0 FEET 60 S.Y.TRM I49+00 TO 49+36.65 RT

T/ E

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

SAWCUT

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

39 10 12

181 - 27 62’ OF 15"

7 8 -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

X 51-

97+86

COMMERCIALX - 99+91

100+70

- X 102+43

12’

26’

12’

16’

4423 5 6 -

(SY)

ENT. PVMT. 8"

CEM. CON.

X-

RESIDENTIAL

(TONS)

DGA

PROP R/W PROP R/W PROP R/W

P R

HW5

HW4

HW11

CB55

CB54CB53

CB52

CB51

CB50

MH5

MH6

1152.26 I.E.

30" PIPE

36" PIPE

SPL. 2’ F.B. DT.

SPL. 2’ F.B. D

SPL. 2’ F.B. DT.

S P L

F .B

D T

SPL. 2’ F.B. DT.

PIPE

24"

15" PIPE

" P

I P

E " P

I P

E " P

I P

36" PIPE

15" PIPE

15" PIPE 15" PIPE

15" PIPE

DISTURB LIMITS

T U

R B

DISTURB LIMITS

DISTURB LIMIT

LIMITS

DISTURB

F.B. DT.

SPL. 2’

INLET DT.

3’ F.B.

OUTLET DT.

3’ F.B.

INLET DT.

2’ F.B.

15" PIPE

R/W MONUMENT - TYPE 1

CONSTRUCT 2 EACH

LT. STA. 97+00.00 TO STA. 103+00.00,

HUBERT SAMS

MARGIE SAMS

MARGIE SAMS, et al

COLLEEN JONES (Wf.)

CHARLES R. JONES

BILLY JOE JONES (Husb.)

OLLIE LUCILLE JONES

BILLY JOE JONES (Husb.)

OLLIE LUCILLE JONES

CONSTRUCT 498 L.F.

RT. STA. 97+00 TO STA. 103+00,

STANDARD CURB AND GUTTER MOD

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.0 FEETTRM I

CL III 1.5 FEET

2’ F.B. INT. DT.

1.5 FEET 51 S.Y.97+39.62 TO 97+74

97+21.71 TO 97+30.63

97+35 INLET

98+00 TO 99+60.83

100+22.83 TO 102+50

102+50 TO 102+76.93

3’ F.B. INT. DT.

SPL. 2’ F.B. DT.

ECB

CL II

1.5 FEET

1.0 FEET

9 S.Y.

49 TON

207 S.Y.

292 S.Y.

17 TON

SAWCUT 27 L.F.

LT. STA. 99+78.82 TO STA. 100+04.74,

SAWCUT

CONSTRUCT 474.2 L.F.

LT. STA. 97+00 TO STA. 103+00,

STANDARD CURB AND GUTTER MOD

3.64’ RT. STA. 100+07.58, ELEV. 1158.03

C.P.#4, CONC. MON. AND DISK

1156.47

I.E.

1154.08

O.E.

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. 1.5 FEET 46 S.Y.97+00 TO 97+35 TRM I

3’ F.B. OUTLET DT. 2.0 FEET

SPL. 2’ F.B. DT. 3.5 FEET 859 S.Y.

97+35 OUTLET

97+35 TO 100+50

CL III

TRM I

22 TON

(SEE DETAIL SHEET R096)

PROP. RETAINING WALL NO. 3

CONSTRUCT 17.50 L.F. ON RETAINING WALL

RT. STA. 102+82.50 TO STA. 103+00.00,

HANDRAIL - TYPE A-1

SAWCUT

47.00

+87.47 REPLACEMENT

ASPHALT

RIGHT OF WAY PLANS

REVISION NO. 1 01-13-22

REVISION NO. 2 06-30-22

4" PERF. PIPE (TYP.)

SODDING (TYPICAL)

CONSTRUCT 624 S.Y.

RT. STA. 97+00 TO STA. 103+00,

SODDING (TYPICAL)

CONSTRUCT 569 S.Y.

LT. STA. 97+00 TO STA. 103+00,

SAWCUT

SAWCUT 13 L.F.

RT. STA. 102+87.47 TO STA. 103+00.00,

PLAN SHEET

J u

D A

T E

L O

T T

E a b b a r d

U S

H E

M r o

S t a t io n v

COUNTY OF ITEM NO. SHEET NO.

WHITLEY 11-186.00 R021

US 25W RECONSTRUCTION

STA. 97+00 TO STA. 103+00 SCALE: 1"=20’

W H I T

U S

P H

A S

S H

E E

T S

P L

A N

D G

N F I

TV JB

POST

SANMH

S T

RES

FRAME

1-STY

COMM

BRICK

1-STY

CENTER

MEDICAL

BLUEGRASS

G R

A V

E L

ASPHALT

US 25 W

F A

M I

C L

W M

W V

" C

M P

18" CMP

" R

C P

DUMPSTER

48" CPP

15" RCP

" R

C P

" R

C P

48" CMP

1142.63

O.E.

1154.30

I.E.

1152.48

O.E.

1153.26

O.E. 1145.57

I.E.

1145.64

O.E.

1141.56

I.E.

1140.99

O.E.

1137.14

I.E.

D I R

1144.49

O.E.

1144.60

I.E.

W V

G V E

TMH

B I L

L B

O A

R D

2T, 1C

8" PVC

INV. 1145.69

T.L. 1151.42

INV. 1137.90

T.L. 1145.66

8" PVC

4" P

" P

4" P

6" CIP

12" DIP

’15

" E C

C C

49+00

POB 48+50.00

PC 48+90.73

PT 49+57.03

PI 49+23.93

PT 49+04.28

0’ 40’ 80’20’

M A

T C

H L I N

T A

E E

H E

M A

T C

H L I N

T A

E E

H E

! US 25W RECONSTRUCTION

! FAMILY CIRCLE STA. 50+00.00

! US 25W RECONSTRUCTION STA. 103+15.00 =

! FAMILY CIRCLE

EXIST. R/W

WALTER CHRIS HARP

JAMIE BELINDA HARP GARRETT

REBA ANDERS CORNELIUS

MOHAMMAD JAWED, M.D.

KELLY JEAN BLACKWOOD (Wf.)

BRIAN BLACKWOOD

(50’ R)

81.00

+73.41

31.00

+73.41

’R

7.06

+19.00

7.53

+27.00

4.31

+90.00

4.67

+90.00

125.22

+12.21 120.82

+01.05

119’R

108.97

+05.72

65.36

+26.00

65.36

+14.00

42.00

+14.00

42.00

+26.00

42.00

+91.00

81.74

+90.50

73.71

+91.00

65’R

42.00

+55.00

42.00

+75.00

90°

42.00

+11.00

42.00

+91.00

85.00

+11.00

85.00

+29.00

155.98

+85.08

198.06

+87.00

211.00

+87.00 211.00

+29.00

Runout=SEE CROSS SECTIONS

Runoff=SEE CROSS SECTIONS e=SEE CROSS SECTIONS

E=1.05’

R=524.00’

L=66.30’

T=31.19’

= 7°14’58"

PI STA 49+23.93

T/E

P E

T/E

T/ET/E

T/E

113.37

+16.88

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - FAMILY CIRCLE

PROTECT

DEPTH TO

SPL. 2’ F.B. DT. TRM I 1.0 FEET 14 S.Y.

48+90 TO 48+31.82 LT SPL. 2’ F.B. DT. TRM I 1.0 FEET 71 S.Y.

48+90 TO 49+00 RT

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - LEFT

PROTECT

DEPTH TO

SPL. 2’ F.B. DT.

1.5 FEETCL II

SPL. 2’ F.B. DT.

TRM I 1.5 FEET 374 S.Y.

TRM I 1.5 FEET 63 S.Y.

103+59.94 TO 104+00

104+00 TO 106+91.54

107+51.54 TO 108+00

108+00 TO 108+24.83

108+28 INLET

108+34.04 TO 109+00

2’ F.B. OUTLET DT. 33 TON

SPL. 2’ F.B. DT.

4’ F.B. INLET DT.

TRM I 1.0 FEET 27 S.Y.

CL III 1.0 FEET

1.5 FEET 98 S.Y.

46 TON

ECB

REMOVE

IN USE

TO REMAIN

REMOVE

OR OTHER LINES CARRYING HAZARDOUS MATERIALS.

PLANS INDICATE THE PRESENCE OF A GAS LINE

CAUTION IN HIS OPERATIONS IN AREAS WHERE

THE CONTRACTOR IS ADVISED TO EXERCISE

REMOVE

SODDING (TYPICAL)

PROP R/W

HW7

HW6

HW12

CB56

CB58

CB60

CB59

MH26

CB57

MH8

MH7

15" PIPE

24" PIPE

PIPE

24"

S P L . 2

’ F .B . D

.EXIST.

TIE IN

F.B. DT.

SPL. 2’

1151.57

O.E.

15" PIPE

15" PIP

P I P

" P

I P

1138.09

O.E.

1139.44

I.E.

SPL. 2’ F.B. DT.

30" PIPE

SPL. 2’ F.B. DT.

15" PIPE

DISTURB LIMITS DISTURB LIMITS

DISTURB LIMITS

DISTURB LIM

ITS

D I S

T U

M I T

DISTURB LIMITS

INLET DT.

4’ F.B.

OUTLET DT.

4’ F.B.

OUTLET DT.

2’ F.B.

R/W MONUMENT - TYPE 1

CONSTRUCT 2 EACH

LT. STA. 103+00.00 TO STA. 109+00.00,

LIMI

DISTURB

MARTIN R. ROADEN

DORIS J. FULLER

LLC

PROPERTIES,

DAWSON

PIPE

48" 1142.48

O.E.

OUTLET DT.

4’ F.B.

EXISTING

TIE TO

IN USE

TO REMAIN

IN USE

TO REMAIN

SIDEWALK

DO NOT DISTURB

EDGE KEY

SPL. 4’ F.

B. DT.

82.60

+55.00

82.60

+75.00

T/E

T E

T/E

CONSTRUCT 437 L.F.

RT. STA. 103+00 TO STA. 109+00,

STANDARD CURB AND GUTTER MOD R/W MONUMENT - TYPE 1

CONSTRUCT 4 EACH

RT. STA. 103+00.00 TO STA. 109+00.00,

EDGE KEY

CONSTRUCT 9.0 L.F. OF EDGE KEY

FAMILY CIRCLE STA. 48+90.00,

CONSTRUCT 565.5 L.F.

LT. STA. 103+00 TO STA. 109+00,

STANDARD CURB AND GUTTER MOD

48" PIPE

156.24

+01.01

198.01

+01.38

47.00

+49.38

82.00

+83.52

LINING

STATION TYPE QUANTITYTYPE

SIZE-SHAPE

DITCH CONSTRUCTION - RIGHT

PROTECT

DEPTH TO

108+28 OUTLET 4’ F.B. OUTLET DT. CL III 2.0 FEET 49 TON

4’ F.B. OUTLET DT. CL III 3.5 FEET 156 TON104+46.64 TO 105+00

CL III 3.5 FEET 437 TON105+00 TO 106+50 SPL. 4’ F.B. DT.

(SEE DETAIL SHEET R096)

PROP. RETAINING WALL NO. 3

ENTRANCE CONSTRUCTION CHART - MAINLINE

(SY)

AREA

(TONS)

SURFACE

ASPHALT

(TONS)

BASE

ASPHALT

(TONS)

CSB

(FT)

PIPE

ENTR.

64 227 2761172

64 18 2290 -

STATION TYPE

ENTRANCE

(SY)

AREA

(FT)

WIDTH

ENTR.

LT RT

X COMMERCIAL104+00

106+65 RESIDENTIAL

20’

(SY)

ENT. PVMT. 8"

CEM. CON.

39 22 27111 60’ OF 30" - 107+20 RESIDENTIAL 12’ 9X

- X

(TONS)

DGA

STANDARD HEADER CURB

CONSTRUCT 7.5 L.F.

RT. STA. 103+83.52 TO STA. 103+91.00,

CONSTRUCT 74.5 L.F. ON RETAINING WALL

RT. STA. 103+00.00 TO STA. 103+74.50,

HANDRAIL - TYPE A-1

86.94

+83.41

86.93

+90.79

82.63

+90.83

82.58

+83.51

SAWCUT

SIDEWALK-4 IN CONCRETE

CONSTRUCT 4.0 S.Y.

RT. STA. 103+83.41 TO 103+90.79,

COLLEEN JONES (Wf.)

CHARLES R. JONES

CONSTRUCT 643 S.Y.

LT. STA. 103+00 TO STA. 109+00,

SODDING (TYPICAL)

CONSTRUCT 563 S.Y.

RT. STA. 103+00 TO STA. 109+00,

SAWCUT

45.00

+91.00

REPLACEMENT

ASPHALT

4" PERF. PIPE (TYP.)

SAWCUT

SAWCUT 98.3 L.F.

RT. STA. 103+00.00 TO STA. 103+83.52,

REMOVING ANY EXISTING SPACES.

PARKING SPACES PRIOR TO

CONSTRUCT NEW EAST SIDE

RIGHT OF WAY PLANS

R…

This is the start of the file's text. The full file is on GovTribe.

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