01-115.10 MCCRACKEN CO - Plan Sheets - Parcels 107 & 108.pdf

PDF 727 KB Posted Oct 12, 2022

Attached to: Demolition SVC McCracken Co
Solicitation number: RFB-605-2300000228-1
Issued by: Laurel County, Kentucky

About this file

Written by GovTribe AI · Nov 10, 2024

This document is a plan sheet for a road construction project in McCracken County, Kentucky. The project involves construction and improvement work on US Route 60 from Station 476+00 to Station 499+00. Key details include:

The work includes constructing and improving drainage ditches, guardrails, culverts, and other roadway infrastructure along the 2.3 mile project limits. Specific quantities include 185.5 linear feet of guardrail, 1,135 square yards of erosion control blankets, and 4 feet of concrete ditches. The project is part of Item No. 01-0115.10 and the revised plans are dated May 27, 2022. No specific bid due date or award date is provided.

View the file

Other files

File	Type	Posted
Buy America Clause.pdf	PDF	Oct 12, 2022
Final_RFB_605_2300000228_1_SO_FORM.PDF	PDF	Oct 12, 2022
Bid Sheet.xlsx	XLSX spreadsheet	Oct 12, 2022
Annual Required Affidavit for Bidders Offerors and Contractors - Rev July 2022.pdf	PDF	Oct 12, 2022
Location Map & Directions 01-115.10 McCracken - Parcels 107 & 108.pdf	PDF	Oct 12, 2022
FHWA-1273.pdf	PDF	Oct 12, 2022
01-115.10 MCCRACKEN CO - IMPROVEMENTS TO BE REMOVED PHOTOS (1).pdf	PDF	Oct 12, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

E= 17.03

R= 22920.00

L= 1766.58

T= 883.73

Delta= 4°24'58"

L I N

D A

M E

M A

L I N

T A

M A

T A

N '5

1" E

S '2 "E

S '1 "W

213.29 S71°32'45"E

289.71

S67°43'31"E

801.15 N71°36'54"W

S '2

N 1°

N '2

100.00

S67°43'31"E

S '2

100.04 N69°17'55"W

N '2

330.00

S67°43'31"E

248.44 N69°12'59"W

150.00

S67°43'31"E

N '2

44.04

212.66

N67°43'31"W

CH N22°44'50"W L.C.35.34'

ARC 39.25' R 25'

N69°17'55"W 165.07 N69°17'55"W 200.08

18.10

N34°11'05"W

50.00 50.00

100.00

259.27

476+06.02 263.08

476+55.88

215.36

476+97.54

128.12

476+91.58 130.00

478+59.87

98.21

476+46.00

71.76

476+69.36

119.89

485+71.24

248.37

490+19.63

248.49

490+67.69

120.10

489+95.69

124.03

487+00.00

26.71

486+65.53

26.00

486+25.49

23.93

485+25.41 21.43

484+25.34

20.01

483+75.31

18.49

483+25.29

125.34

483+21.90 125.50

483+72.19

125.55

484+22.49

123.60

481+20.74

11.29

481+25.29

0.08

478+80.03

120.68

478+75.63

120.00

479+14.58

123.05

480+80.51

9.65

480+85.31

N '2

50.02 50.02

E X I S

E X I

R O

B E

A D

P R

O P

L I N

T E

M P

E S

M T

TEMP

ESMT

TEMP

ESMT

T E

M P

E S

M T

P R

K I N

G S

PROP R/W

T E

ESMT

TEMP

PROP R/W & C/A FENCE

21 L.F. EDGE KEY

LT. STA. 476+32.87 CONST

14 L.F. EDGE KEY

RT. STA. 80+96.35 CONST

CONST. SPEC. MED. DIT.

STA. 487+00 TO STA. 490+26.3

PROP R/W & C/A FENCE

42.63

E S

M T

T E

M P

205.46

200.00

N '2

204.00

488+73.00

S65°07'13"E

47.25

S '5

F E

N C

T A

E N

C E

N T

R O

198.80

489+74.00

207.88

196.82

490+14.88 194.20

490+70.62

150.00

N67°47'45"W

120.13

490+65.00

120.12

490+79.00

146.00

490+79.00

146.00

490+65.00

179.99

490+79.00

N '2 "W

125.05

485+72.00

73.27

51+26.48

125.32

485+23.07

121.91

51+27.82

S '2

21.19

53+35.00

37.00

53+25.00

121.91

51+60.50

21.91

50+26.40

18.09

50+26.40

120.00

489+49.7453.99

51+23.163

S 1°

38.14

51+51.34

34.47

53+25.32 .0

S8 1° '0

0" W

18.09

53+35.00

37.26

51+93.00

73.00

51+93.00

73.00

52+65.00

35.74

52+65.00

179.69

489+45.18

E X I S

32.70 N69°05'09"W

120.00 486+80.00

PI 480+67.12

211.06

489+45.03

179.87

489+95.53

211.00

489+95.45

7 50.00

N67°43'31"W

N67°59'37"W

50.00

ESMT

DRAIN

PERM

121.48

488+75.51

73.85 45.73

211.00

488+91.00

1" E

N '2

53.54

ESMT

DRAIN

PERM

ESMT

DRAIN

PERM

N 1°

288.00

488+73.00

54.46

288.00

489+74.00

S '5

54.75

S23°56'53"W 21.17'

F R

O N

T A

FRONTAGE RD #4

7'7'

I.E. 413.51

T.G. 415.71

I.E. 405.44

O.E. 403.99

I.E. 411.02 O.E. 410.66

I.E. 411.90 O.E 411.11

I.E. 412.33

O.E. 412.17

1 END TREATMENT TY 2A

WITH 1 END TREATMENT TY 1 &

CONST. 185.5 L.F. OF GUARDRAIL

RT. STA. 487+62 TO RT. STA. 490+18

173.00

483+70.78 171.46

483+20.42

38.76

127.84

476+47.49

D= T=

OF CHANNEL LINING CL II

CONST. 4' F.B. DIT. WITH 5 TONS

LT. STA. 476+00 TO LT. STA. 476+80

CONST. 2' F.B. DIT. WITH 129 SQ. YD. OF ECB

LT. STA. 478+34 TO LT. STA. 480+14

CONST. 2' F.B. DIT. WITH 156 SQ. YD. OF ECB

LT. STA. 486+73.75 TO LT. STA. 488+90

CONST. 2' F.B. DIT. WITH 62 SQ. YD. OF ECB

LT. STA. 480+14 TO LT. STA. 481+00

CONST. 2' F.B. DIT. WITH 24 SQ. YD. OF ECB

LT. STA. 488+90 TO LT. STA. 489+23

CONST. NORM. DIT. WITH 405 SQ. YD. OF ECB

STA. 481+90 TO STA. 486+28.56

CONST. 2' F.B. DIT. WITH 23 SQ. YD. OF ECB

LT. STA. 489+23 TO LT. STA. 489+65

CONST. 2' F.B. DIT. WITH 104 SQ. YD. OF ECB

LT. STA. 489+65 TO LT. STA. 491+00

CONST. 2' F.B. DIT. WITH 14 SQ. YD. OF ECB

RT. STA. 476+00 TO RT. STA. 476+19

CONST. NORM. DIT. WITH 260 SQ. YD. OF ECB

RT. STA. 476+19 TO RT. STA. 479+00

CONST. SPEC. "V" DIT. WITH 105 SQ. YD. OF ECB

RT. STA. 479+00 TO RT. STA. 480+14

CONST. SPEC. "V" DIT. WITH 98 SQ. YD. OF ECB

RT. STA. 480+14 TO RT. STA. 481+20

CONST. NORM. DIT. WITH 357 SQ. YD. OF ECB

RT. STA. 481+20 TO RT. STA. 485+00

CONST. SPEC. "V" DIT. WITH 91 SQ. YD. OF ECB

RT. STA. 485+00 TO RT. STA. 485+98

CONST. 2' F.B. DIT. WITH 141 SQ. YD. OF ECB

RT. STA. 487+10 TO RT. STA. 489+06

CONST. 2' F.B. DIT. WITH 115 SQ. YD. OF ECB

RT. STA. 489+40 TO RT. STA. 491+00

INV. 404.64

T.G. 407.56

INV. 404.77

T.G. 407.69

479+81.76

126.69

165.00

165.00479+83.51

480+50.00

125.12

480+50.00

ESMT

DRAIN

PERM

S '0

44.33

51+61.00

42.85

51+94.00

N '2

21.91

51+94.00 18.09

51+93.40

S '2

48.66

PLANS

RIGHT OF WAY

O.E. 413.15

I.E. 411.44

T.G. 414.69 I.E. 411.51

T.G. 413.71

O.E. 408.93

O.E. 410.94

D B

B C

C U

L V

R E

M O

V E

" 18

18"18"

RANDALL B. HOMES

122.62

S '2

310.42

N67°43'31"W

ND C/AE

N '2

ND C/AE

120.00

486+16

REVISED PLANS DATE: 5/27/2022

42.15

52+09.87

51.67

52+09.84

51.81

52+53.84

40.18

52+53.87

604.97'

N68°59'48"W

171.00

485+71.24

34.86

485+81.74

55.17

479+78.49

222.12

489+20.49

287.94

489+20.20

201.54

489+19.78

30.00

489+13.82

N '5

118.95

489+16.91

119.87

485+83.47

184.84 S74°55

'37"E

107.78

N74°39 '40"W

171.88

485+84.52

210.08

S68°06'53"E

238.15

N68°06'01"W

-281.00'

476+07.39

47.79

332.57

N67°38'35"W

PLAN SHEET

M a y

D A

T E

L O

T T

J m e s T il le y U

S E

P W

W O

R K

K Y

T C J

A M

E S T I L

L E

P L

D G

N F I

H E

M E

P L

P o w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

McCracken 01-0115.10 R10

US 60 STA. 476+00 TO STA. 491+00

SCALE: 1"=50'

182.97

486+90.90

186.95

487+26.35

196.58

487+26.48 196.58

486+86.82

182.49

486+86.60

S °1 '2

50.00

S67°43'31"E

50.00

N67°43'31"W

N °1 '2

122.9677.11

186.15

481+18.18

150.00

S67°43'31"E

124.48

481+98.26

191.75

482+69.32

193.40

483+19.72

194.94

483+70.12

S °1 '2

386.64

482+62.57

388.30

483+13.40

150.00 S67°43'31"E

392.62

484+65.94

197.68

484+70.95

196.36

484+20.53

C A

N O

P Y

SEPTIC TANK

D E

E E S

DENSE

BRUSH

DEBRA GRUBER (wf)

MARK GRUBER

MARILYN G. GREGORY (wf)

WINBORN D. GREGORY

TEX W. LAMPKIN

DARRELL GRIM (hus)

APRIL DAWN GRIM

TIFFANY GRIFFITH

JEFF GRIFFITH

JAMES O ENLOW INC

RHONDA COOPER

ROGER COOPER

SALES, INC.

JERRELL TRUCK

ANITA BEARDSLEY

ERIC BEARDSLEY

RANDALL B. HOMES

CHARITY SEATON

MICHAEL W. SEATON

CHARITY SEATON

MICHAEL W. SEATON

131X

PI 480+67.12

°0

LC= 200.00

LT= 133.33

ST= 66.67

Theta 0°15'00"

Ls= 200.00

LOCKED

LAND

R C

B C

15" CMP

MANNING

TERRY

S 1°

1' 1"

29.87

489+95.92

BEGIN C/A

REMOVE

C S

VEE DUB

MOTORS

53+8453+84

C M

P I P

PI 53+24.30

I R

O N7

°4

604.77

N67°43'31"W

186.15 481+18.18

N °1 '2

DARRELL GRIM (hus)

APRIL GRIM

31.

122.52'

480+46.40

165.61'

480+78.69

164.15'

480+44.56

LARRY STARNES

CharlesL.Watkins Highlight

CharlesL.Watkins Polygon

H N

V D

M A

T A

161.00

N67°43'31"W

212.66

N '2

150.00

S67°43'31"E

S '5

1" W

N '2

150.00

S67°43'31"E

S '2

30.00

493+36.00

120.00

493+27.33

154.00

493+27.99

120.00

491+86.00

180.00

491+86.00

180.00

491+46.00

30.00

491+46.00

30.00

491+86.00

Q U

E E

N S

PROP R/W & C/A FENCE

EXIST. R/W C/A FENCE

N67°43'31"W

150.20

207.88

S65°07'13"E

150.00

N67°47'45"W

120.05

491+46.00 120.00

492+53.00

180.00

492+53.00

154.00

492+53.00

120.00

493+36.20

0' 100' 200'50'

9'9'

I.E. 416.59

O.E. 416.41

B 36.00

S67°43'31"E

CONST. 2' F.B. DIT. WITH 25 SQ. YD. OF ECB

LT. STA. 491+00 TO LT. STA. 491+35

CONST. NORM. DIT. WITH 262 SQ. YD. OF ECB

LT. STA. 491+35 TO LT. STA. 495+00

CONST. 2' F.B. DIT. WITH 36 SQ. YD. OF ECB

RT. STA. 491+00 TO RT. STA. 491+50

CONST. NORM. DIT. WITH 324 SQ. YD. OF ECB

RT. STA. 491+50 TO RT. STA. 495+00

18 L.F. EDGE KEY

RT. STA. 491+67.16 CONST.

RHONDA COOPER

ROGER COOPER

PLANS

RIGHT OF WAY

STA. 500+70

END PROJECT

P 102

STA. 499+25

END CONSTRUCTION

ANDALL B. HOMESR

TEMP ESMNT TEMP ESMNT

REBECCA DONICE MCADAMS

ROBERT EUGENE BOWERS &

SAMUEL BENJIMAN BOWERS

WILLIAM L. BOWERS

TEMP ESMT.

REVISED PLANS DATE: 5/13/22

S '2

191.64

491+26.31

119.91

491+26.30

210.08

S68°06'53"E

30.00

491+26.30

30.00

492+87.30

161.00

S67°45'22"E

120.00

492+87.30

N '2

297.00

492+87.30

297.00

491+26.31

S '3

120.00

493+23.30

PLAN SHEET

M y

D A

T E

L O

T T

E m e s T il le y U

S E

P W

W O

R K

K Y

T C J

A M

E S T I L

L E

P L

D G

N F I

H E

M E

P L

P o w e r

I n

R o a d s v

COUNTY OF ITEM NO. SHEET NO.

McCracken 01-0115.10 R12

US 60 STA. 491+00 TO STA. 499+00

SCALE: 1"=50'

R U I N

POOL

DENSE

TREES

D E

E E S

APRIL CANTER

RANDALL B. HOMES

Revocable Trust.

The Stanley Keith Myers and Tiffany Ann Myers Joint

Mathis Family Farm Lane, LLC; and The Revocable Trust of Cheryl Ann Harrison;

John Mathis & wife, Rebecca Mathis;

108X

15" RCP 15" CMP

15" CMP

S '2

" C

M P

MANN ST.

H A

R R

CharlesL.Watkins Highlight

CharlesL.Watkins Polygon

Charlesl.watkins Highlight

File details come from the government source that posted it. Updated Nov 10, 2024.