06-0017.00 P 121-126-137 PLAN PAGES.pdf
PDF 862 KB Posted
- Attached to
- Demolition Svc Kenton Co P. 121, 126 and 137
- Solicitation number
- RFB-605-2500000665-1
- Issued by
- Hart County, Kentucky
About this file
These right-of-way plans are for a transportation infrastructure project involving the I-75 highway in Kenton County, Kentucky, specifically covering areas between stations 550+00 and 565+00. The documents detail a comprehensive roadway expansion and modification project that involves multiple property parcels, including sections near Simon Kenton Way, Bullock Street, and various interstate on/off ramps. The plans show detailed surveying and mapping of existing right-of-way lines, proposed right-of-way acquisitions, and temporary easements for construction, with a revised plan date of October 22, 2024.
The project involves multiple property owners, including the City of Covington, HLE Properties, LLC, individual property holders like Stefanie Zimmer, Joseph Steven Metzger, and others. The right-of-way plans indicate specific requirements for building removals, slope construction, and temporary easements. Notable features include the construction of a noise wall, road realignment, and modifications to existing infrastructure. The project appears to be funded through state transportation infrastructure funds, with precise property acquisitions and temporary use rights carefully mapped and annotated to facilitate the highway expansion and improvement work.
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STEFANIE ZIMMER
HLE PROPERTIES, LLC
IRREVOCABLE FAMILY TRUST
FERIEL CHEURFA
ASSMA Y WOFFORD
RONALD R WOFFORD &
KHALID DRIOUACHE, TRUSTEE
PATRICIA METZGER (WIFE)
JOSEPH STEVEN METZGER &
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A b a n d o n
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
W V
M H
M H
M H
M H
M H
M H
S A
N M
H
S A
N M
H
S A
N M
H
S A
N M
H
S A
N M
H
S A
N M
H
S A
N M
HS
A
N M
H
S A
N M
H S
A N
M H
S A
N M
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S A
N M
H
S A
N M
H
S A
N M
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S A
N M
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S A
N M
H S
A N
M H
W V
B A S
K E
T B
A L L
M H
M H
M
HW
M
W M
W M
W M
M H
M H
M H
W M
M H
M H
P L
A Y
G R
O U
N D
W V
W V
W M
M H
M H
M H
M H
M H
A R
U
C
F O
U N
D A
T I
O N
S
S T
S T
S T
S T
S T
S T S
T
S T
S T S T
S T
S T
S T S
T
550+00
555+00
550+70.83 PC
Runout =Runoff =e = ____%18.47'E = 1750.00'R = 506.25'L = 254.90'T = RT16°34'29"Δ = 553+25.73PI STA
555+77.08POE
555+00
560+00
554+87.87 PC
555+80.64 PT
Runout =Runoff =e = ____%0.62'E = 1724.42'R = 92.77'L = 46.40'T = RT03°04'56"Δ = 555+34.27PI STA
N12°27'25"W
554+87.87POB
555+00
560+00
555+53.23 PT
Runout =Runoff =e = ____%0.41'E = 1787.58'R = 77.00'L = 38.51'T = RT02°28'05"Δ = 555+14.73PI STA
N09°59'20"W
554+76.23POB
18+35.75 PC
19+38.30 PT
Runout =Runoff =e = ____%1.23'E = 1070.19'R = 102.54'L = 51.31'T = RT05°29'24"Δ = 18+87.06PI STA
S62°19'18"W
10+00.00 POB
19+55.21 POE
115+00
120+00
125+00
113+39.62 PC
122+53.71 PCC
124+88.00 PT
Runout =Runoff =e = ____%36.59'E = 2884.60'R = 914.09'L = 460.91'T = RT18°09'22"Δ = 118+00.53PI STA
Runout =Runoff =e = ____%4.68'E = 1470.00'R = 234.29'L = 117.39'T = RT09°07'55"Δ = 123+71.10PI STA
N01°06'30"E
355+00
360+00
351+85.02 PC
361+82.57 PT
700+00
702+41.44 PT
Runout =Runoff =e = ____%4.87'E = 1500.00'R = 241.44'L = 120.98'T = RT09°13'21"Δ = 701+20.98PI STA
N01°06'30"E
700+00.00POB
710+00
715+00
Runout =Runoff =e = ____%38.32'E = 3450.00'R = 1023.64'L = 515.61'T = RT17°00'00"Δ = 710+08.41PI STA
715+16.44POE
450+00
455+00
460+00
457+21.18 PT
459+13.79 PC
463+19.54 PT
Runout =Runoff =e = ____%24.76'E = 3012.00'R = 769.74'L = 386.98'T = RT14°38'32"Δ = 453+38.42PI STA
Runout =Runoff =e = ____%22.88'E = 918.00'R = 405.75'L = 206.24'T = RT25°19'28"Δ = 461+20.04PI STA
N11°22'29"W
449+51.44 POB
Z
Z
Z
Z
Z
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Z
M A
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
0' 100' 200'50'
PI 553+39.66
P T
BULLOCK ST.
BULLOCK ST.
I-71 C/D SB OFF RAMP
I-71 C/D NB
I-71 C/D NB ON RAMP
I-71
C/D NB OFF R
AMP
I-71 C/D NB OFF RAMP
SIMON KENTON WAY
I-75
O c t o b e r
D A
T E
P
L O
T T
E o m li n s o n U
S E
S
H E
M r o
S t a t io n v
COUNTY OF ITEM NO. SHEET NO.
KENTON 6-17.00 R34
STA. 550+00 TO STA. 565+00SCALE: 1"=50'
G
E N
G R
H D
I
N T
U N
E
E N
C E
P H
A S
E
I I
C A
D
P L
A N
R
P
L
I N
L I N
E
D G
N F I
M
EX. C/A & R/W LINE
EX.
C/
A
R/ W
LIN
E
EX. C/A & R/W LINE
E X
C
N
E
EX. C/A & R/W LINE EX. C/A
EX. R/W
E X
R
W
EX. R/W
EX. R/W
EX. R/W
EX. R/W
PLANS
RIGHT OF WAY
EPPERSON, TRUSTEE
TRUSTEE & STUART W
EDWARD G ATSINGER III,
P
P
P
P
P
P
CITY OF COVINGTON, KENTUCKY
P
CITY OF COVINGTON, KENTUCKY
SEE SHEET R34b
SEE SHEET R34a
PROP. R/W LINE
EX. RADIO TOWER
P
P
P
P
P
P
FAMILY TRUST
FERIEL CHEURFA IRREVOCABLE
ASSMA Y WOFFORD
RONALD R WOFFORD &
KHALID DRIOUACHE, TRUSTEE
HLE PROPERTIES, LLC
STEFANIE ZIMMER
PATRICIA METZGER (WIFE)
JOSEPH STEVEN METZGER &
PROP. C/A & R/W LINE
=9TH ST. STA. 12+98.65
I-75 MAINLINE STA. 550+05.90
FOR BLDG. REM.
PROP. TEMP. ESMT.
REVISED PLAN DATE: OCTOBER 22, 2024
WITH THE AESTHETICS COMMITTEE
WILL BE FINALIZED IN PHASE 1B IN COORDINATION
CONSTRUCTION LIMITS THROUGH GOEBEL PARK
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
MICHAEL KRAUS
KEYSWAG, LLC
JOHN PERRY
ABD HOLDINGS, LLC
VIRGINIA G ALTEVERS (WIFE)
DONALD A ALTEVERS &
JAMES CACCAMO
JAMES & LOIS MCKINNEY
PATRICIA M BECKER
UNKNOWN HEIRS OF
PROP. C/A LINE
STA. 559+15
END NOISE WALL
CONSTRUCT NOISE WALL
SLOPE CONST.
TEMP. ESMT. FOR
SLOPE CONST.
TEMP. ESMT. FOR
C = N 17°27'20" W
E = 48.00'
R = 1908.00'
L = 847.12'
T = 430.66'
D = 25°26'17.69" RT
(Y) = 399723.0637
(X) = 1394523.5388
PI 553+39.66
Askin, Mark Polygon
Askin, Mark Typewriter Structure to be Demolished
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