11-0147.00 PLAN PAGE (1).pdf
PDF 164 KB Posted
- Attached to
- Demolition Svc Laurel Co P. 208
- Solicitation number
- RFB 605 2500000189 1
- Issued by
- Jessamine County, Kentucky
About this file
This is a plan sheet document for Laurel County, Kentucky, depicting the relocated U.S. Route 25 (KY 229) highway construction project, specifically the segment from Station 507+50 to Station 513+50. The plan sheet was revised on July 15, 2024, and plotted on July 19, 2024, using PowerInRoads software. The project involves the relocation of U.S. Route 25 with detailed engineering specifications including curve data, right-of-way designations, and utility locations. The design shows half-size plans with roadway specifications including 24-foot pavement sections, 9-foot and 9.4-foot shoulders, and ditch configurations. Entrance pipe construction is specified for multiple locations along the roadway segment, with varying pavement, cement, and concrete surface asphalt dimensions documented in the construction chart.
The plan identifies multiple property owners and required easements for the project, including permanent right-of-way acquisitions, temporary and permanent easements for drainage, utilities, slope construction, and building removal activities. The document specifies 15-inch reinforced concrete pipes and entrance pipes at various elevations ranging from 1187.75 to 1205.84, along with utility locations including electric, telephone, cable, and water/sewer infrastructure. Property designations include residential and commercial parcels along Nevada Street, with associated structures such as brick one-story buildings and garages. The plan represents comprehensive infrastructure coordination necessary for the highway relocation project, incorporating drainage systems, utility relocations, and property impact assessments.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 11-0147.00 IMPROVEMENTS TO BE REMOVED (2).pdf | ||
| Bid Sheet - Demo Svc Laurel Co P. 208.xlsx | XLSX spreadsheet | |
| Final_RFB_605_2500000189_1_SO_FORM.PDF | ||
| How to Submit an Online Response - March 2023.pdf | ||
| 11-0147.00 AERIAL (1).pdf |
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Text version
M A
T C
H
L I N
E
S
T A
M A
T C
I N
E
S
T A
0' 40' 80'20'
PLANS
RIGHT OF WAY
H A
L F
S I Z
E
L F
S I Z
E
2' F.B. D T.
2' F.B.
DITCH
REVISED PLAN DATE: JULY 15, 2024
RELOCATED U.S. 25 (KY 229)
J u ly
D A
T E
P
L O
T T
E D j a m e s f
U S
E R
S
H E
T
N
M
P o w e r
I n
R o a d s v
COUNTY OF ITEM NO. SHEET NO.
LAUREL 11-147.00 R43
STA. 507+50 TO STA. 513+50
PLAN SHEET 20'SCALE: 1"=
C
P W
W
O R
K D I R J
A M
E S F
D M
S
R
P L
D G
N F I
N
M
NEVADA STREET
STA. 50+00.00
STA. 511+60.00 M.L. =
NEVADA STREET
PC 48
+88.
PT 49+67.68
PI 49+28
.20
P T
90°0'4" 89°59'56"
N31°27'8"W e= NC E= 16.06' R= 10000' L= 1132.56' T= 566.89'
= 6°29'21" RT.
PI STA 506+87.40
D e= NC E= 1.57' R= 500.00' L= 79.13' T= 39.65'
PI STA 49+28.20
D
RELOCATED U.S. 25
'R
'R
+26.92
+16.01
9' 9'
9.4' 9.4'
+75
+60
4.00'
4.00'
4.00'
4.00'
78.00'
+99.12
78.00'
+16.70
44.11'
+14.56
100'R
P
JUSTINE ROBINETTE
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
E X I S
T
R
W
E X I S
T
R
W
P
IRREVOCABLE TRUST
THE GERALDINE HUMFLEET
P
BAXMAX, LLC
P
RANIA DAOUD (MARRIED)
P
VIVIAN KAREN WAGERS (WF)
JAMES WAGERS
P
LORI SAMPLES (WF)
MICHAEL SAMPLES
TAMMY SAMPLES (WF)
DAVID SAMPLES
P
IRREVOCABLE TRUST
THE GERALDINE HUMFLEET
P
G E
R A
L D
IN
U
M F
L E
E T
(W
F
R
Y
U
M F
L E
E T
GERALDINE HUMFLEET (WF)
RAY HUMFLEET
P
GERALDINE HUMFLEET (WF)
RAY HUMFLEET
208X
P
PROP. R/W
PROP. R/W
FOR HIGHWAY CONST.
PROP. TEMP. ESMT.
DRAINAGE EASEMENT
PROP. PERM.
FOR BUILDING REMOVAL
PROP. TEMP. ESMT.
FOR SLOPE PRESERVATION
PROP. PERM. ESMT.
PROP. R/W
& BUILDING REMOVAL
FOR HIGHWAY CONST.
PROP. TEMP. ESMT.
F O R
IG
H W
A Y
C
O N S T
P R
O P . T
E M P . E
S M
T
FOR DRAINAGE AND UTILITIES
PROP. PERM. EASEMENT
FOR DRAINAGE AND UTILITIES
PROP. PERM. EASEMENT
FOR DRAINAGE AND UTILITIES
PROP. PERM. EASEMENT
PROP. R/W
P R
O P . R
W
P R
O P . R
W
FOR SLOPE CONST.
PROP. PERM. ESMT.
FOR SLOPE CONST.
PROP. PERM. ESMT.
15" ENT. PIPE
" P
I P
E
P I P
E
R43-1
R43-2
O.E. 1187.75
O.E. 1201.95
15" ENT. PIPE
BRICK
1 STORY
BRICK
1 STORY
BRICK
1 STORY
GARAGE
ASPHALT
ASPHALT
"P
V C
"P
V C
"P
V C
"P
V C
"P
V C
15" RCP
15" RCP
ELEV.= 120
1.33
ELEV.= 1200.13
ELEV.= 1
201.0
ELEV.= 1205.
6"
6"
2"
W V
WV
WM
WV
WM
WM
STC
STC
TEL JB
TEL JB
1-ELECTRIC
1-CABLE
4-TELEPHONE
1-CABLE
1-ELECTRIC
2-ELECTRIC
1- T
E L E P
H O
N E
1- T E L E P
H O
N E
1- C
A B
L E
1- T
E L
E P
H O
N E
E
L E
C T
R I C
N E
V A
D
S T
R E
E T
BRICK
1 STORY
A S P
H A
L T
A S
P H
A L
T
IPC 150
3"
2- T
ELE
1-
ELECT
RI
C
5-TELE
1-ELEC
W
H I
LW +21.0' H
I 1E5T
LW +18.9' HI 1E2T
LW +19.9' HI
GRAVEL
IP
IP
POST
POST
POST
KY 229
LOCATION
STATION SY SY
GRAVEL
SY
ENTRANCE PIPE
LF SIZE
ENTRANCE CONSTRUCTION CHART RT
ENT PAVE
CEM CONC
SURFACE
ASPHALT
WIDTH
FT
TYPE
RES.510+15.00 20 42 54
511+45.00 RES. 20 42 50 15"
15"
LOCATION
STATION SY SY
GRAVEL
SY
ENTRANCE PIPE
LF SIZE
ENTRANCE CONSTRUCTION CHART LT
ENT PAVE
CEM CONC
SURFACE
ASPHALT
WIDTH
FT
TYPE
COMM.513+40.00 18 4456
RAMP TY 1 RAMP TY 1
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