06-0017.00 PLAN SHEETS.pdf

PDF 1 MB Posted Apr 20, 2023

Attached to: DEMOLITION Svc Kenton Co
Solicitation number: RFB-605-2300000655-3
Issued by: Kenton County, Kentucky

About this file

Written by GovTribe AI · Aug 23, 2024

This document appears to be plan sheets for a state and local contract opportunity related to the reconstruction of Interstate 75 in Kenton County, Kentucky. The project involves constructing new lanes, ramps, and drainage structures along I-75 from approximate Stations 425+00 to 439+00 and 565+00 to 578+00. Key details include the addition of new travel lanes, relocation of existing utilities, and removal of existing structures. The plan sheets provide detailed engineering design information such as roadway alignments, cross-sections, drainage features, and property impacts. This is a preliminary plan set subject to further changes.

The project appears to be funded by state and local sources, though specific funding amounts are not provided. The contract will likely be awarded to a qualified construction contractor following a competitive bidding process, with potential set-asides or requirements related to minority, woman-owned, or disadvantaged business enterprises. No information is given on the incumbent contractor or anticipated contract term and renewal options.

View the file

Other files

File	Type	Posted
06-0017.00 IMPROVEMENT PHOTOS.pdf	PDF	Apr 20, 2023
Final_RFB_605_2300000655_2_SO_FORM.PDF	PDF	Apr 20, 2023
06-0017.00 AERIALS.pdf	PDF	Apr 20, 2023
Final_RFB_605_2300000655_1_SO_FORM.PDF	PDF	Apr 20, 2023
How to Submit an Online Response - March 2023.pdf	PDF	Apr 20, 2023
Bid Sheet - Demo.xlsx	XLSX spreadsheet	Apr 20, 2023
Annual Affidavit for Bidders, Offerors and Contractors - Jan 2023.docx	DOCX document	Apr 20, 2023
Final_RFB_605_2300000655_3_SO_FORM.PDF	PDF	Apr 20, 2023

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RIM

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RIM

=851.26

RIM

=855.42

RIM

=858.63

RIM

=864.99

DEPTH=18.47'

DEPTH=11.95'

DEPTH=13'

RIM

=865.28

DBI

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DBI

DEPTH=9.33'

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DEPTH=14.75'

RIM

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SSM

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DEPTH=8.7'

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DEPTH=17.3'

DEPTH=15'

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DEPTH=6.6'

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DEPTH=3.2'

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DBIDEPTH=12.6'

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DEPTH=13.6'

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DEPTH=20'

12''

DEPTH=2.3'

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DEPTH=20.4'

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DEPTH=19.08'

DEPTH=21'

RIM

=867.27

DBI

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PI 435+08.47

STIMIL .TSNOC

SPEC. V

2' F B

2' FB

FOREST PARK LLC

TWIN QUAIL

I-75 SB C/D

I-75

SB ON RAMP

I-75 NB O

FF RA

M P

°3

S 4 1°32 '16"

W- 2 80.7

S 87°59'30" E- 208.57'

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COUNTY OF ITEM NO. SHEET NO.

KENTON 6-17.00 R16

STA. 425+00 TO STA. 439+00SCALE: 1"=50'

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- 2 .4

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EX. R/W

EX. C

EX. C/A & R/W LINE

N 4 6°0

8'57 " E

241.26

+76.04

& R/W L

INEEX. C

EX. R/W

EX. C/A

EX. C/

R/ W

LINE

PARK, LLC

TWIN QUAIL FOREST

-231.17

+41.91

-237.11

+69.98

-271.52

+10.83

294.89

+92.88

174.22

+42.47

150.04

+48.93

PLANS

RIGHT OF WAY

-180.29

+07.40

B S 31°08'28" W- 42.93'

N 35°08'42" E- 90.98'

151.82

+60.20

245.43

+33.17

153.88

+72.30

H N 29°37'08" W- 20.79'

T S

S C

CHORD = N 62°17'10" E - 11.64'

R = 636.09'; ARC = 11.64';

CHORD = N 69°57'35" E - 69.20'

R = 277.96'; ARC = 69.38';

C N 16°23'53" E- 27.90'

D S 57°22'49" W- 36.72'

CHORD = N 61°16'28" E - 10.82'

R = 636.09'; ARC = 10.82';

PARK, LLC

TWIN QUAIL FOREST

N 4 4°52 '07"

E- 18 8.09

S 54°23'12" W- 138.65'

HIGHVIEW MANAGEMENT, LLC

E F

°0 1'5

1" E 4.

°18 '0 " W

- 115 .6

S 57°22'49" W- 174.18'

PROPERTY OWNERS

BRIE CHANDLER - KALAPASEV

NENAD S. KALAPASEV &

MARCELLA STOLZ (WIFE)

JOHN STOLZ &

PROP. C/A & R/W LINE

PROP. C/A LINE

PROP. C/A & R/W LINE

0' 100' 200'50'

207.29

+30.22

STA. 426+50

BEGIN WALL

STA. 432+50

END WALL

PROP. C/A LINE

=RIVARD DR.

I-75 MAINLINE STA. 425+63.58

STA. 432+00

END NOISE WALL

BUILDING REMOVAL

PROP. TEMP. ESMT. FOR

EX. PARKING LOT

DO NOT DISTURB

PROP. C/A & R/W LINE

153.58

+45.07

163.27

+67.97

K N 73°10'41" W - 12.59'

L S 73°10'41" E - 11.49'

CHORD = S 20°48'27" W - 56.23'

R = 536.15; ARC = 56.26';

CHORD = N 77°59'01" E - 23.70'

R = 298.10; ARC = 23.71;

CHORD = N 86°08'06" E - 134.30'

R = 656.20; ARC = 134.54;

232.08

+91.87

365.80

+21.92

435.93

+05.58

347.30

+85.36

REVISED PLAN DATE: OCTOBER 28, 2022

227.57

+44.28

222.35

+04.83

216.97

+36.90

E = 42.29'

ST = 91.69'

LT = 183.36'

0s = 1°59'59.97"

R = 2864.80'

Lc = 978.44'

Ls = 275.00'

Ts = 774.65'

D = 25°04'07.29" RT

(Y) = 392026.1197

(X) = 1389104.5985

PI 435+08.47

PRELIMINARY - SUBJECT TO CHANGE

Askin, Mark Typewriter Structures to be Removed

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12''

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120''

18''

15''

24''

18''

I E

R I

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D E P

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0' 100' 200'50'

-282.72

+51.60

S 8°47'10" E- 3 21.58'

N 7°13'15" W- 302.85'

N 79°40'40" E- 44.64'

N 9°52'11" W- 17.80'

BULLOCK ST.

I-71 C/D SB OFF RAMP

I-71 C/D SB

I-71 C/D NB

M P

PARK COMMISSION

CITY OF COVINGTON

5 GRAPES, LLC

I-75

O c t o b e r

D A

T E

L O

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E j t o m li n s o n U

S E

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COUNTY OF ITEM NO. SHEET NO.

KENTON 6-17.00 R36

STA. 565+00 TO STA. 578+00SCALE: 1"=50'

E N

G R

H D

N T

U N

E N

C E

P H

A S

I I

C A

P L

A N

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D G

N F I

SIMON KENTON WAY

WITH THE AESTHETICS COMMITTEE

WILL BE FINALIZED IN PHASE 1B IN COORDINATION

CONSTRUCTION LIMITS THROUGH GOEBEL PARK

-172.69

+24.84

-282.30

+80.52

-237.66

+80.79

-195.84

+01.64

-229.33

+13.79

EX. C/A & R/W LINE

EX. R/W

EX. C/A

EX. C/A & R/W LINE

E X

E X . C

EX. C/

A & R/W LIN

EX. R/W LINE

PLANS

RIGHT OF WAY

-281.12

+33.87

-228.71

+37.73

1°0

'19

" W

P T

P C

CITY OF COVINGTON, KENTUCKY

P-250.87

+97.16

-253.55

+27.00

-258.19

+78.55

-181.02

+76.50

-167.86

+94.95

187.61

+87.23

222.05

+85.02

°4

52.32

S 13°5 4'10" E

51.76' N 9°52'11" W

189.21

+96.20

CLEMENT L BEZOLD JR

JAMIE J WURZELBACHER

STA. 566+12

END WALL

219.55

+29.16

EX. R/W LINE

EX. C/A & R/W LINE

PROP. C/A LINE

EX. R/W &

PROP. C/A LINE

EX. R/W &

=5TH ST. STA. 12+17.49

I-75 MAINLINE STA. 573+05.08

C/A LINE

PROP. R/W &

PROP. C/A LINE

EX. R/W &

E S 35°15'09" E- 29.18'

S 3°14'30" E- 23.95'

S 13°54'10" E- 30.28'

N 86°47'23" E- 80.90'

N 9°52'11" W- 29.96'

PROP. C/A LINE

PROP. R/W LINE

221.20

+65.96

S 13°4 2'27" E

- 214.7 7'

N 9°52'11" W- 256.35'

N 8°07'11" E- 136.38'

S 88°56'33" W- 34.50'

80.95'

S 5°19'56" E

CHORD = S 6°13'57" E - 63.22'

R = 2011.87; ARC = 63.22';

CHORD = N 5°21'07" E - 9.10'

R = 4778.00'; ARC = 9.10';

REVISED PLAN DATE: OCTOBER 28, 2022

=4TH ST. STA. 18+77.32

I-75 MAINLINE STA. 577+03.20

236.56

+93.07

223.37

+45.86

239.00

+83.93

SLOPE CONST.

TEMP. ESMT. FOR

C = N 7°23'48" W

E = 3.77'

R = 3493.00'

L = 324.38'

T = 162.30'

D = 5°19'14.69" LT

(Y) = 401513.2864

(X) = 1394375.2134

PI 571+21.83

C = N 3°08'33" W

E = 22.17'

R = 3100.00'

L = 748.23'

T = 375.94'

D = 13°49'44.94" RT

(Y) = 402301.1489

(X) = 1394235.4829

PI 579+21.75

PRELIMINARY - SUBJECT TO CHANGE

Askin, Mark Polygon

Askin, Mark Typewriter Structure to be Removed

Askin, Mark Arrow

File details come from the government source that posted it. Updated Aug 23, 2024.