2-8305.00 Hopkins County Parcel 18.pdf
PDF 2 MB Posted
- Attached to
- Demolition Svc Hopkins Co Parcel 18
- Solicitation number
- RFB 605 2600000447 3
- Issued by
- Harrison County, Kentucky
About this file
This file is a layout and plan sheet for the US Highway 41 (N. Main Street) improvement project in Hopkins County, Kentucky, prepared by the Commonwealth of Kentucky Department of Highways. The project involves improvements to US 41 from Hospital Drive to KY 281, with construction activities spanning from Station 102+50.00 to Station 129+16.97, covering approximately 2,666.97 linear feet (0.505 miles). The project is classified as a Federal Route Urban Arterial on rolling terrain with a design speed of 35 MPH. The plan sheets detail roadway construction including curb and gutter installation, sidewalk and ramp construction, ditch construction with channel lining, entrance construction at multiple locations, guardrail installation, and surface improvements in asphalt and concrete. The project also encompasses a 3-span CSX bridge at Station 116+70.49 and related railroad crossing improvements. Present average daily traffic (ADT) is 21,166 vehicles, with projected future ADT of 21,900 vehicles. The plan includes right-of-way acquisitions involving multiple property parcels and easements for utilities, drainage, and temporary construction access.
The plan sheets document extensive property and easement requirements, identifying specific parcels requiring permanent utility easements, temporary easements for roadway and entrance construction, and railroad bridge construction easements. Multiple entrance construction details are specified with varying widths, asphalt and concrete quantities, gravel requirements, and pipe specifications at different stations. Ditch construction specifications indicate Special "V" channel types with erosion control blanket (ECB) lining at varying depths and square yard quantities. The design was approved by Professional Engineer Marc D. Wirtzberger (License No. 24798) and revised in June 2024. The document includes coordinate control information with latitude and longitude references (37° 20' 36", -87° 5' 29") and references to control sheets and right-of-way strip maps contained in the overall project plan set.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Final_RFB_605_2600000447_2_SO_FORM.PDF | ||
| Hopkins Co Photo Parcel 18.pdf | ||
| Bid Sheet - Demo Svc Hopkins Co P18.xlsx | XLSX spreadsheet | |
| FHWA 1273.pdf | ||
| Parcel 18 Map.pdf | ||
| How to Submit an Online Response - March 2023.pdf | ||
| Final_RFB_605_2600000447_3_SO_FORM.PDF | ||
| Final_RFB_605_2600000447_1_SO_FORM.PDF |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
THIS PROJECT IS OFF THE NH SYSTEM
LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
LIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
LIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
LIN. FT.
LENGTH LIN. FT. MILES
FOR EQUALITIES
RAILROAD CROSSINGS NO.
BRIDGES
NOT INCLUDED
LIN. FT.
LIN. FT.
DEDUCTED
ADDED
LIN. FT.
LENGTH2,666.97 0.505 - -
STATE HIGHWAY ENGINEER
PLAN APPROVED BY:
DATE:
PROJECT NUMBER:
PROJECT DESCRIPTION:
TO KY 281
IMPROVE US 41 (N. MAIN ST.) FROM HOSPITAL DRIVE
FD52 054 0041 016-018
TBD
DESIGN CRITERIA
DESIGNED
CLASS OF HIGHWAY
TYPE OF TERRAIN
DESIGN SPEED
REQUIRED NPSD
REQUIRED PSD
LEVEL OF SERVICE
DHV
D %
T %
% RESTRICTED SD
LEVEL OF SERVICE
MAX. DISTANCE W/O PASSING
LATITUDE DEGREES
LONGITUDE SECONDS WEST
SECONDS NORTH
DEGREES
ADT PRESENT ( )
ADT FUTURE ( )
GEOGRAPHIC COORDINATES
FEDERAL ROUTE - URBAN ARTERIAL
ROLLING
35 MPH
250 FT
550 FT
21,166
MINUTES
MINUTES
20 36
21,900
ITEM NO.
HOPKINS02-8305.00
mwirtzbergerUSER:
J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\00 - LAYOUT SHEET\US 41 RW LAYOUT SHEET.DGNFILE NAME: 9/7/2005 7:08:02 PMDATE PLOTTED:
SHEET NO.
R1
LETTING DATE:
RECOMMENDED BY:
DATE:
PROJECT MANAGER
INDEX OF SHEETS
DEPARTMENT OF HIGHWAYS
LAYOUT MAP
PLANS OF
PROPOSED PROJECT
COMMONWEALTH OF KENTUCKY
OpenRoads Designer v10.16.2.267
COUNTY OF
GRADE, DRAIN, & SURFACE PLANS
US HIGHWAY 41
HOPKINS COUNTY
US 41 -
R22-R24 R19-R21 R18 R3-R17 R2E R2-R2D R1A R1
COORDINATE CONTROL SHEETS
RIGHT OF WAY STRIP MAPS
RIGHT OF WAY SUMMARY SHEET
PLAN AND PROFILE SHEETS
GENERAL NOTES
TYPICAL SECTIONS - SUMMARIES OF QUANTITIES
RIGHT OF WAY REVISION SUMMARY SHEET
LAYOUT SHEET
STA. 129+16.97
END CONSTRUCTION
STA. 102+50.00
BEGIN CONSTRUCTION
THE CONTROL OF ACCESS ON THIS
PROJECT SHALL BE BY PERMIT
1 21
STA. 116+70.49
3-SPAN CSX BRIDGE
STA. 118+99.79
8'x3' RCBC EXTENSION
154'-7"
PLANS
RIGHT OF WAY
ET
A T
S
FO KENTUCK
Y
EN
G
IN
E E
R
P R
O F E
SSIONAL
WIRTZBERGER
24798LICENSED
MARC
D.
STA. 105+96.35
BEGIN RIGHT OF WAY
STA. 129+64.00
END RIGHT OF WAY
REVISED: JUNE 24, 2024
P O
E
.3
18" S.S.
F.L. 454.62
F.L. 449.62 F.L. 450.08
F.L. 445.94
F.L. 449.03
F.L. 445.81
S .S
18" S.S.
S.
S.
30" EQUIV. S.S.
F.L. 447.67
F.L. 445.11
T.G. 448.00
F.L. 444.91
T.G. 448.32
F.L. 444.70
F.L. 448.33
F.L. 444.54
F.L. 444.23
T.G. 449.25
F.L. 444.75 F.L. 444.71
18" S.S.
F.L. 455.88
F.L. 451.38
F.L. 448.76
F.L. 445.63
T.G. 460.00
F.L. 450.00
18" S.S.
F.L. 447.55
F.L. 445.05
F.L. 447.74
F.L. 445.20 F.L. 447.66
F.L. 445.35
T.G. 448.83
F.L. 444.65
F.L. 448.70
F.L. 444.56
S .S . 18" S.
S.
S.
S.
DOUBLE 24" EQUIV. S.S.
30" S.S. F.L. 444.18
F.L. 444.23
18" S .S.
F.L. 444.18
30" EQUIV. S.S.
T.R. 453.50
F.L. 445.04
24" EQUIV. S.S.
DOUBLE 24"
EQUIV. S.S.
DOUBLE
4"
EQUI
V.
S.S
D O
U B
LE 24"
EQ
U
IV
. S.S.
T.R. 451.50
F.L. 445.24
T.R. 452.00
F.L. 445.49
30" EQUIV. S.S.
30" EQUIV.S.S.
S
.S
15" PIPE
JUNCTION BOX
SPECIAL
EXISTING R/W
EXISTING R/W
E X I S
T I N
G
R
W
E X I S
T I N
G
R
R
R
W
E X I S
T I N
G
R
R
R
W
E X I S
T I N
G
R
W
E X I S
T I N
G
R
W
EXISTING R/W
EXISTING R/W
P
REALTY INCOME
PROPERTIES 19, LLC
P
TERRY
RENTALS, LLC
P
MKD PROPERTIES, LLC
P
CR & B
INVESTMENTS, LLC
P
CSX TRANSPORTATION
P
CSX TRANSPORTATION
P
P
STEVE &
DEBRA ANN WAGONER
P
ELIZABETH FABEL
& DAVID DONAN
P
BRADLEY
BALLARD
P
KENNETH GIBSON,
ELIZABETH FABEL &
DAVID DONAN
PROP. PERM. UTIL. EASE. & TEMP.
EASE. FOR ROADWAY CONST.
PROP. TEMP.
EASE. FOR
ENTRANCE CONST.
+00
+57
+75
PROP. PERM. UTIL. EASE. & TEMP.
EASE. FOR ROADWAY CONST.
+58.33
+29.76
+75
+61
+53
+32
+88.56
+38.73
36.02
+93.61
+13.90
+00
39.11
+17
+00
+18
+48
47.99
+53
+75
+75
+59.34
+58.87
+90
+00
+50
+50
+09.18
+24.70
+24.13
59.10
FOR ENTRANCE CONST.
PROP. TEMP. EASE.
+26.07
36.02
+38.69
59.82
A S84°56'14"E, 7.90'
B S47°12'17"W, 18.11'
+60.10
42.88
+60.81
56.16
+85.31
43.57
+25.39
43.85
+41.52
43.92
PROP. R/W
E X I S
T I N
G
R
R
R
W
N °1
'3
"W
.2
C S82°42'08"E, 13.55'
D S81°12'34"E, 13.30'
E
S °3
'0
"E
.8
F
+05.30
35.61
+12.21
35.65
P R
O P
T E
M P
E A S E
F O
R
R
O A
D W
A Y
C
O N S T
+58.74
43.22
J N83°28'30"W, 8.78'
J
A
N5°42'05"E
91.08'
5.00'
S84°21'01"E
58.82'
N7°21'21"E
149.99'
S6°03'12"W
+05.01
45.16
+43.44
FOR ENTRANCE CONST.
PROP. TEMP. EASE.
+99.66
89.93
+99.66
74.96
+99.65
37.02
K
N
K N4°22'39"E, 27.67'
L
M L=56.52' R=7,039.00'
CD=S5°28'24"W L=56.52'
N
U
P
Q
R
S
T
O
P S84°46'22"E, 37.94'
Q S5°15'39"W, 24.92'
R N84°33'18"W, 27.00'
S5°34'27"W, 31.78'S
N5°42'12"E, 18.00'T
N84°17'48"W, 8.89'U
PRO
P.
T
EM
P.
E
ASE.
FO
R
EN
TRAN
CE
CO
N
ST.
P
ARKI
N
G L
O T
CO
N
ST.
+72.34
39.75
E
S5°15'39"W
20.56'
FOR ROADWAY CONST.
PROP. TEMP. EASE.
N °1
'5 "W
PROP. P
ERM. U
TIL.
EASE. &
TEMP. E
ASE. F
OR
ENTRANCE C
ONST.
ROADWAY CONST.
TEMP. EASE. FOR
PROP. PERM. UTIL. EASE. &
PROP. PERM. UTIL. EASE. & TEMP. EASE. FOR ROADWAY CONST.
+86.74
+72.66
58.80
A
+24.22
S5°42'12"W, 50.26'
N6°3'47"E, 114.57'
B
S04°36'06"W, 208.04'
S5°42'12"W, 28.78'
N5°42'11"E, 187.34'
S °4
'5
"E .9
N84°12'53"W, 23.80'
C
N6°44'42"E, 38.80'
N4°36'31"E, 60.82'
D
N4°36'31"E, 96.21'
N16 °1
6'1 6"
W,
2.0 7'
S5°23'20"W, 125.22'
E N5°42'12"E, 28.56'
F S5°27'56"W, 16.13'
+97.48
G
H
I
S °2
'4
"E
.3
+12.94
S7°41'35"E, 46.61'V
V
N85°15'58"W, 19.05'
L
N4°22'39"E, 99.97'
O
S5°42'12"W, 43.44'
N5°42'41"E, 68.09'
X S84°56'14"E, 7.90'
X
G N72°9'54"W, 37.23'
I S5°42'12"W, 15.46'
H N6°3'12"E, 6.91'
Y S81°12'34"E, 26.47'
Y
ROADWAY CONST.
TEMP. EASE. FOR
PROP. PERM. UTIL. EASE. &S68°17'45"W, 30.41'
ROADWAY/ENTRANCE CONST.
TEMP. EASE. FOR
PROP. PERM. UTIL. EASE. &
PROP. TEMP. EASE. FOR
RAILROAD BRIDGE & ROADWAY
CONSTRUCTION
PROP. TEMP. EASE. FOR
RAILROAD BRIDGE & ROADWAY
CONSTRUCTION
FOR ENTRANCE CONST.
UTIL EASE. & TEMP. EASE.
PROP. PERM. DRAIN,
FOR ENTRANCE CONST.
UTIL EASE. & TEMP. EASE.
PROP. PERM. DRAIN,
+55
CONSTRUCTION
SIDEWALK
EASE. FOR
PROP. PERM.
CONSTRUCTION
SIDEWALK
EASE. FOR
PROP. PERM.
+43.19
+01.77
52+16.99
AA N72°35'02"W, 8.25'
AA
N05°42'12"E
115.68'
S72°09'54"E, 16.77'BB
N54°40'50"W, 18.39'CC
BB
CC
S05°42'12"W
84.79'
N6°44'42"E, 75.61'
+61.21
55.71
+60.83
42.16
S5°10'56"W, 76.07'
+10.06
42.61
S5°23'20"W, 50.04'
S5°10'56"W, 49.23'
+85
SP
SP
SP
M A
G
S S
M H
S S
M H
IP
E L
J B
WM
P O
S T
IP
SIGN
SIGN
WM
WM
W M
W M
GM
W V
FP
TEL JB
TEL JB
24" CMP
24" RCP
18" RCP
18" RCP 18" RCP
" R
CP
W x
H
R
C B
C
R A I L
R O
A D
S
T R
E E
T
A S
P H
A L T
C M
P
POST
18" CAST IRON
24" CMP 24" RCP
24" RCP
ASPHALT
CONC SIDEWALK
EX. CBI
CONC
SIDEWALK
CONC
STAIRS
A S
P H
A L
T
1-STY
RESIDENTIAL
CONCRETE
PARKING LOT
SIGN
GRASS
GRASS
GRASS
CONCRETE
PARKING LOT
CONC
US 41 / N MAIN ST.
ASPHALT
A S
P H
A L T
EX. FLUME
EX. FLUME
GRASS
ASPHALT
1-STY
COMMERCIAL
GRAVEL
GRAVEL
PARKING LOT
P L
A N
T E
R S
ASPHALT
ASPHALT
ASPHALT
PARKING LOT
C H
A I N
L I N
K
RIP-RAP
P L
A N
T E
R S
GATE
GATE
GRASS
CONC
R I P R
A P
R I P R
A P
1-STY
COMMERCIAL
GRAVEL
1-STY
COMMERCIAL
1-STY
RESIDENTIAL
COMMERCIAL
1-STY
RESIDENTIAL
PLANTERS
E
6 E
4 C
E
C
E
1 E
3 C
E
C
E
C
E
C
E
C
4 E
3 C 4 E
3 C
E
C
G M
S I G
N
S I G
N
B I L L B
O A
R D
B I L L
B O
A R
D
PLANTERS
T E
L
J
B
T E
L
J
B T
E L
J
B
T M
H
T E
L
J
B
DECK
R E
T A I N I N
G
W A
L L
R A
IL
C A R
N05°42'12"E
PC
.4
S '3
E
S '4
E
.0
M
A T
C H
L
IN
E S
T
.0
M
A T
C H
L
IN
E
S
T
ENTRANCE CONSTRUCTION RT. OF ¡
STATION
117+94
WIDTH
(FT)
ASPHALT
(SY)
CONCRETE
(SY)
GRAVEL
(SY)
ENTRANCE PIPE
SIZE LF
--- ---118+85 15 73 30 ---
STATION TO STATION LF
384113+42 - 117+29
CONSTRUCT STANDARD CURB & GUTTER RT. OF ¡
115113+42 - 117+23
9118+19 - 118+72
STATION TO STATION SY
SOD CONSTRUCTION RT. OF ¡ STATION TO STATION
DET. W.
(SF)
32113+42 - 117+35
SIDEWALK CONSTRUCTION RT. OF ¡
RAMP
TYPE
SY
32117+66 - 117+74 ---4
STATION TO STATION LF
48112+99 (ENTR. RT.)
CONSTRUCT STD. HEADER CURB RT. OF ¡
24117+94 (ENTR.)
68118+04 - 118+72
17117+35 - 117+41
12117+62 - 117+66
20118+18 - 118+73 ---30
ENTRANCE CONSTRUCTION LT. OF ¡
STATION
117+64
WIDTH
(FT)
ASPHALT
(SY)
CONCRETE
(SY)
GRAVEL
(SY)
ENTRANCE PIPE
SIZE LF
STATION TO STATION LF
278113+00 - 115+81
CONSTRUCT STANDARD CURB & GUTTER LT. OF ¡
43113+00 - 115+75
66116+32 - 117+35
STATION TO STATION SY
SOD CONSTRUCTION LT. OF ¡
STATION TO STATION
DET. W.
(SF)
22113+00 - 115+87
SIDEWALK CONSTRUCTION LT. OF ¡
RAMP
TYPE
SY
32116+21 - 117+35 ---6416115+87 - 115+93
19116+14 - 116+20
106116+26 - 117+35
107117+93 - 119+00
17117+93 - 119+00 10117+94 - 119+00 ---60
59118+18 - 118+77 44118+85 (ENTR.)
STATION TO STATION
GUARDRAIL CONSTRUCTION RT. OF ¡
118+87 - 119+00
STEEL W BEAM (LF)
36 --- --- ---
END TREATMENT (EA)
SINGLE FACE CURVED TYPE 1 TYPE 2A
STATION TO STATION LF
4649+00 - 49+46
CONST. STD. CURB & GUTTER LT. OF RAILROAD ST. ¡
STATION TO STATION LF
5049+00 - 49+49
CONST. STD. CURB & GUTTER RT. OF RAILROAD ST. ¡
STA. 50+00.00 RAILROAD STREET
STA. 116+00.97 US 41 =
STA. 50+00.00 MARGARET COURT
STA. 117+44.78 US 41 =
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE QUANTITYDEPTH
LT 117+42 ENTRANCE SPEC. "V" ECB 1' 32 SY
DITCH CONSTRUCTION US 41
LT 117+90 - 119+00 SPEC. "V" ECB 2' 202 SY
SEE SHEET R13
FOR ALLEY 1
BRADLEY
BALLARD
P
KENNETH LOYD ABBOTT JR.
P
R=25'
R=25'
R=15'
R=15'
R=5'R=20'
R=15'
R=15'
PLANS
RIGHT OF WAY
+21.88
+40.35
39.63
+86.86
39.57
+05.08
+38.43
-32
+55.20
-38.97
+01.71
-39.02
+18.71
-32
3-SPAN CSX BRIDGE
STA. 116+70.49
R=20' R=10'
R=25'
S5°15'39"W
20.56'
1-STY
COMMERCIAL
SIGN
DISTURB
DO NOT
PARKING LOT REPAIRS
PARCEL
P22
SURF.
TYPE
ASPH
SURF.
AREA
(SQYD)
SPECIAL
CURBING
(LF)
4" WHITE
STRIPING
(LF)
EXIST. R/W
EXIST. R/W
PROP. PERM. UTIL. EASE. & TEMP.
EASE. FOR ROADWAY CONST.
DO NOT
DISTURB
SIGN
DND
DND
DND RETAINING
WALL
DECK
DISTURB
DO NOT
US 41 (MAIN STREET) PLAN SHEET STA. 113+00 TO STA. 119+00
DEPARTMENT OF HIGHWAYS
COMMONWEALTH OF KENTUCKY
SHEET NO.
1"=20'SCALE:
HORIZONTAL SCALE
0' 40' 80'20'
OpenRoads Designer v10.16.2.267
COUNTY OFITEM NO.
HOPKINS02-8305.00
mwirtzbergerUSER: J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\30 - PLANS AND PROFILES\US 41 - PLAN SHEET 3.DGNFILE NAME:
R7
REVISED: MAY 7, 2025
JenniferK.Cox Polygon
P O
B
.0
P O
E
.3
T.G. 470.25
F.L. 463.25
" S .S
S .S
18" S.S.
F.L. 466.00
F.L. 461.25
F.L. 454.62
F.L. 449.62
F.L. 450.08
F.L. 445.94
F.L. 449.03
F.L. 445.81
T.R. 458.00
F.L. 453.37
S .S
18" S.S.
S.
S.
F.L. 447.67
F.L. 445.11
S .S
T.G. 456.71
F.L. 453.71
T.R. 453.50
F.L. 445.04
24" EQUIV. S.S.
T.G. 458.94
F.L. 455.94 15" S.S.
30" EQUIV.
S .S
18" S.S.
SP
SP
M A
G
IPP
O
S T
I P
I P I P
IP
IP
P O
S T
POST
W V
4" PVC
18" RCP
C A
T E
S
S
T
18" RCP 18" RCP
R C P
R A I L
R O
A D
S
T R
E E
T
CONCRETE
PARKING LOT
CONC
SIDEWALK
A S
P H
A L T
EX. CBI
CONC
STAIRS
CONC
STAIRS
A S
P H
A L T
1-STY
COMMERCIAL
1-STY
RESIDENTIAL
GRASS
GRASS
GRASS
CONCRETE
PARKING LOT
CONC
US 41 / N MAIN ST.
ASPHALT
A S
P H
A L T
GRASS
ASPHALT
P L
A N
T E
R S
CONC
CONC
1-STY
RESIDENTIAL
1-STY
COMMERCIAL
1-STY
RESIDENTIAL
PLANTERS
E
1 E
3 C
E
C
E
C
E
C
E
C
4 E
3 C
4 E
3 C
E
C
5 E
3 C
E
C
E
C
S A
N M
H
W V
S A
N M
H
S A
N M
H
G M
W M
G M
S A
N M
H
1-STY
RESIDENTIAL
R E
T A I N I N
G
W
L L
GARAGE
E X I S
T I N
G
R
W
E X I S
T I N
G
R
W
EXISTING R/W
E X I S
T I N
G
R
R
R
W
E X I S
T I N
G
R
W
P
KRIEBEL
PROPERTIES, LLC
P
CSX TRANSPORTATION
P
P
STEVE &
DEBRA ANN WAGONER
P
ELIZABETH FABEL
& DAVID DONAN
P
KENNETH GIBSON,
ELIZABETH FABEL & DAVID DONAN
P
18X
P
KENNETH GIBSON,
ELIZABETH FABEL &
DAVID DONAN
+37
+10
+25
+50.26
+25
41.05
+90
+91.65
+00
+57
+58.33
+29.76
+14
+48
+46.47
167.91
+17.62
168.47
+50
+55.18
213 +94.02
+05
+94.02
+75
P R
O P
T E
M P
E A
S E
F O
R R
O A
D W
A Y
A
N D
E
N T
R A
N C
E
C
O N
S T
+92.74
189.13
+60.83
42.16 +84.76
41.47
+92.94 185.01
+60.10
42.88
+60.81
56.16
+85.31
43.57
+34
+94.48
+90.73
+34
+10
+10
PROP. TEMP. EASE. FOR
ROADWAY AND ENTRANCE CONST.
+05
+05
+31
+31
+65.87
150 +90
+90
157.46
+66.30
157.92
ROADWAY AND ENTRANCE CONST.
PROP. TEMP. EASE. FOR
+60
+75
+55
+92.13 170.02
+67.05 171.74
+91.93
174.14
EXISTING R/W
EXISTING R/W
+64.48
173.14
+63.64
143.12
+10.06
42.61
+61.21
55.71
+85.61
57.08
+86.74
+35.80
236.94 +80.81
233.45
PROP. R/W
S5°42'12"W, 28.56'
N °1
'3
"W
.1
N10°08'26"E, 45.14'
S °3
'0
"E
.7
STATION TO STATION LF
8348+24 - 49+00
CONST. STD. CURB & GUTTER LT. OF CATES ST. ¡
STATION TO STATION LF
6948+31 - 49+00
CONST. STD. CURB & GUTTER RT. OF CATES ST. ¡
STATION TO STATION LF
7548+25 - 49+00
CONST. STD. CURB & GUTTER LT. OF RAILROAD ST. ¡
STATION TO STATION LF
7748+30 - 49+00
CONST. STD. CURB & GUTTER RT. OF RAILROAD ST. ¡
STA. 48+18.01 CATES STREET
STA. 20+00.00 ALLEY 1 =
BEGIN CONSTRUCTION
STA. 47+96.29
BEGIN CONSTRUCTION
STA. 48+22.60 RAILROAD STREET
STA. 23+35.34 ALLEY 1 =
END CONSTRUCTION
STA. 48+02.37
BEGIN CONSTRUCTION
STA. 47+96 CATES STREET
CONST. 18 LF OF EDGE KEY
STA. 48+02 RAILROAD STREET
CONST. 19 LF OF EDGE KEY
R=15'
R=15'
R=15'
R=15'
PLANS
RIGHT OF WAY
SEE SHEET R7
FOR US 41
KENNETH LOYD ABBOTT, JR.
P
P
18X
ENTRANCE CONSTRUCTION LT. OF ALLEY 1 ¡
STATION
22+44
WIDTH
(FT)
ASPHALT
(SY)
CONCRETE
(SY)
GRAVEL
(SY)
ENTRANCE PIPE
SIZE LF
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE QUANTITYDEPTH
LT 20+14 - 22+19 SPEC. "V" ECB 1' 179 SY
DITCH CONSTRUCTION ALLEY 1
LT 22+59 - 23+10 SPEC. "V" ECB 1' 41 SY
LT 23+12 - 23+22 SPEC. "V" ECB 1' 12 SY
ENTRANCE CONSTRUCTION RT. OF ALLEY 1 ¡
STATION
20+73
WIDTH
(FT)
ASPHALT
(SY)
CONCRETE
(SY)
GRAVEL
(SY)
ENTRANCE PIPE
SIZE LF
--- ---21+23 10 26 --- ---
--- ---22+05 10 20 --- ---
--- ---21+01 10 31 --- ---
DND RETAINING
WALL
DND
DND
112+00 113+00 114+00 115+00 116+00 117+00
U.S. 41
DND
STA. 50+00.00 CATES STREET
STA. 112+64.67 US 41 =
STA. 50+00.00 RAILROAD STREET
STA. 116+00.97 US 41 =
DND
CSX TRANSPORTATION
ROADWAY CONST.
TEMP. EASE. FOR
PROP. PERM. UTIL. EASE. &
PROP. PERM. UTIL. EASE. & TEMP.
EASE. FOR ROADWAY CONST.PROP. PERM. UTIL. EASE. & TEMP.
EASE. FOR ROADWAY CONST.
KENNETH LOYD ABBOTT, JR.
P
18X
ENTRANCE CONSTRUCTION RT. OF RAILROAD STREET ¡
STATION
48+72
WIDTH
(FT)
ASPHALT
(SY)
CONCRETE
(SY)
GRAVEL
(SY)
ENTRANCE PIPE
SIZE LF
STA. 20+00 TO STA. 23+35.34
DEPARTMENT OF HIGHWAYS
COMMONWEALTH OF KENTUCKY
SHEET NO.
1"=20'SCALE:
HORIZONTAL SCALE
0' 40' 80'20'
OpenRoads Designer v10.16.2.267
COUNTY OFITEM NO.
HOPKINS02-8305.00
mwirtzbergerUSER: J:\12206 - US 41 HOPKINS\50 - PLAN SHEETS\10 - ROADWAY\30 - PLANS AND PROFILES\ALLEY 1 - PLAN SHEET.DGNFILE NAME:
R13
ALLEY 1 PLAN SHEET
REVISED: JANUARY 13, 2025
JenniferK.Cox Polygon
File details come from the government source that posted it. Updated .