Parcels 218, 221, 222 & 232 related Plan Sheets 1-115.00_Ballard.pdf
PDF 960 KB Posted
- Attached to
- Demolition SVC Ballard Co
- Solicitation number
- RFB-605-2300000231-1
- Issued by
- Anderson County, Kentucky
About this file
This document appears to be a set of Plan Sheets for a construction project related to Parcels 218, 221, 222, and 232 along KY 473 (Gage Road) and US 60 in Ballard County, Kentucky. The project includes ditch construction, pavement transitions, entrances, and related site work. Key details include:
The project limits extend from Station 46+85 to Station 53+20 along KY 473 (Gage Road) and from Station 190+00 to Station 205+00 along US 60. Specific construction work includes 194 SY of 1.0' Erosion Control Blanket (ECB) channel lining, 243 SY of 1.5' ECB channel lining, and various entrance construction. There are temporary easements for entrance and slope construction. The plans are dated June 7, 2022.
The document does not provide information on pricing, set-asides, incumbents, funding sources, or contract term. It appears to be the construction plans and drawings for the referenced project located in Ballard County, Kentucky.
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Text version
G r a v e l
G r a v e l
A s p h a lt
G r a v e l
A s p h a lt
S h e d
C le a n o u t
KY 473
C M
P
E x
W M W
M
W M
W M
W
MW
M
W M
W M
S A
N M
H
T-POST
I P
C
M
C P
M
C P
G r a v e l
(F o u n d
R e b a r
P O
S T
I P
S I G
N
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V E
N
W I R
E
VINYL FENCE
V I N
Y L
F
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C E
4' WOVEN WIRE
4' WOVEN
WIRE
W O
V E
N
W I R
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4' WOVEN WIRE
W
O V
E N
W
IR
E
W O
V
R
E
4' WOVEN WIRE
G r a v e l
G r a v e l
G r a v e l
C o n c r e t e
C o n c r e t e
G r a v e l
G r a v e l
KY 473
I P
I P
I P
W M
I P
I P
I P
W V
I P
W V
W V
W S
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L
P
E D
W M
W M
W M
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W M
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S A
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VINYL FENCE
V I N
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F
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4' WOVEN WIRE
4' WOVEN WIRE
' W
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4' WOVEN WIRE
4' BOARD
VINYL
4' WOVEN WIRE
W
O V
E N
W
IR
E
W O
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4' WOVEN WIRE
W O
V
R
E
S02°44'33"W - 127.17'
N12° 33'5
9"W
- 1
32.
15'
S86°47'14"E-34.89'
S85°37'28"E-37.11'
S17°23'35"W145.41'
N02°36'53"E
141.74'
-19.32'
51+78.27
20.49'
51+92.83
-45.00'
52+57.00
-45.00'
53+00.00
-24.00'
53+00.00
P R O P . R /W
ENT. CONST.
TEMP. ESMT. FOR
55.37'
51+92.29 21.41'
53+20.00
-18.61'
53+20.00
P
P
222X
DEBORAH MAE &
CHARLES GLENN
RICHARDS
P
KATHI
HALYAK
EXCESS
PURCHASE
P
P
TIMOTHY ALLEN &
LESLEY DIANE GOODIN
A
A
P
DEBORAH RILEY &
GREGORY HOLMAN
MICHELE WILKASON
0' 100' 200'50'
US 60 STA. 174+35.85 =
KY 473 SOUTH (GAGE RD.)
STA. 50+20.07
US 60 STA. 174+35.85 =
KY 473 SOUTH (GAGE RD.)
STA. 50+20.07
THE PREWITT
REVOCABLE
LIVING TRUST
RAYMOND J. &
SANDRA J. GILBERT
EXCESS PURCHASE
170+00
175+00
171+61.00
PC
e = NC
12.96'E =
12000.00'R =
1114.74'L =
557.77'T =
LT05°19'21"Δ =
177+18.76PI STA
US 60
47.24'-N12°33'59"W
-35.57' 52+57.00-56.41'
51+79.59
S17°23'35"W -39.99'
B
B
C
C
D
D
P
E. BRUCE &
DEBORAH B. TAFFER
END ACCESS
CONTROL US 60
STA. 173+80, 132'
SPCL. "V" DT.
SPCL. "V" DT.
SPCL. "V" DT.
S P C L.
"V
D T
S P
C L "V
D
T
S P
C L "V
D
T
S P
C L "V
D
T
C O
N S T
L
IM
IT
S
CONST. LIMITS
C O
N S T
L
IM
IT
S
CONST.LIMITS
CONST.LIMITS
2' PVD. SH.
2' PVD. SH.
9'
9'
PLANS
RIGHT OF WAY
10'
10'
18 LF EDGE KEY
18 LF EDGE KEY 9'
9'S02°19'42.8"W S02°19'42.8"W
EL. XXX.XX'
LOW WIRE
42.00' 174+99.43
40.99' 173+79.33
BEG. ACCESS
CONTROL US 60
STA. 175+12, 115'
P
KATHI
HALYAK
218X
P
P
S °2
'5
"E
.0
S03°04'00"W 133.89'
N '2
"W
.8
N08°18'09"E 53.81'
N36°04'25"W -89.32'
N13°00'32"W -6.61'E
E
-200.72' 47+47.20
-37.77' 47+43.63
-95.00' 48+20.00
-39.51' 47+50.00
-133.98' 176+26.10
-133.40' 175+15.00
SPCL. "V"
DT.
RON & ELIZABETH
BLANKENSHIP
GARY & RHONDA QUARLES
P
E. BRUCE &
DEBORAH B. TAFFER
P
P
P
RICKY & DEBRA L
HUDDLESTON RICKY & DEBRA L
HUDDLESTON
JEFFERY LIND &
SUEZEE JENKINS
DANNY & REBECCA J
CAPPS
THE PREWITT
REVOCABLE
LIVING TRUST
RAYMOND J. &
SANDRA J. GILBERT
P
S '0
"E
.2
S03°04'00"W 35.91'
N °3
'2
"W
.0
148.99' 176+41.98113.14'
176+40.01
P 221X
MICHELE WILKASON
EXCESS PURCHASE
P 221X
-39.29' 174+52.91
N02°36'53"E 195.90'
S85°37'28"E-177.68'
S03°04'00"W 159.95'
F
F
-46.56' 176+31.08
G
G
S03°04'00"W 87.56'
Brick 1-Sty.
Garage
Shed
Garage
S h e d
Brick 1-Sty.
G r a v e l
G r a v e l
Frame 1-Sty.
S h e d
Brick 1-Sty.
C o n c r e te
Garage Garage
Brick 1-Sty.
G r a v e l
KY 473
Ex. 15" CMP
(F o u n d
R e b a r
C o n c r e te
Brick 1-Sty.
Garage
Frame 1-Sty.
G r a v e l
Ex. 15" Steel
Frame 1-Sty.
G r a v e l port Car-
Shed
Garage
Gravel
Frame 1-Sty.
G r a v e l
Trailer
Garage
Trailer
KY 473
Frame
1-Sty.
A s p h a lt
Shed
Barn
Barn
G r a v e l
Barn
G r a v e l
A s p h a lt
Brick 1-Sty.
Garage
Shed
S h e d
Barn
RCP
Ex. 15"
Ex. 12" RCP CMP 15" Ex.
Ex. 15" RCP
15" CMP
Ex.
CMP
Ex. 18"
DND
Ex. 18" CMP
CMP
Ex. 15"
C M
P E x
Frame 1-Sty.
Barn
Asphalt Asphalt
46+85.00STA
BEGIN CONST.
53+20.00STA
END CONST.
P R
O P
C /A
R /W F
E N
C E
P R
O P
C /A
R /W F
E N
C E
P R
O P
C /A
R /W F
E N
C E
P R
O P
C /A
R /W F
E N
C E
PROP. R
/W
PROP. R/W
PROP. R
/W45
R
85.12°
IE
426.53 OE
425.96
EX. R/W
EX. R/W
15" 10
R 10'
R 10
R 10'
R
EX. R/W
EX. R/W
50' R
R
' T
A P
E R
:1 T
A P
E R
C O
N S T
L
IM
IT
C O
N S T
L
IM
IT
U L T
C O
N S T
L
IM
IT
U L T
C O
N S T
L
IM
IT
194 SY-1.0'ECBSPCL. "V"50+25 - 52+65
103 SY-1.0'ECBSPCL. "V"48+08 - 49+20
83 SY-1.0'ECBSPCL. "V"46+85 - 47+75
QUANTITYTDTYPE
CHANNEL LINING
SIZE/TYPESTATION TO STATION
DITCH CONSTRUCTION LT - GAGE RD.
243 SY-1.5'ECBSPCL. "V"51+09 - 53+20
86 SY-1.0'ECBSPCL. "V"50+16 - 51+09
216 SY-1.0'ECBSPCL. "V"46+85 - 49+20
QUANTITYTDTYPE
CHANNEL LINING
SIZE/TYPESTATION TO STATION
DITCH CONSTRUCTION RT - GAGE RD.
GAS MAIN
CAUTION:
36ASPH.--RES.14'52+78
85ASPH.15"43'RES.12'47+90
SIZELNG. (SQYD)
AREA
SURFACE
TYPE
SURFACE
PIPE
TYPEWIDTHSTATION
ENTRANCE CONSTRUCTION LT - KY 473 (GAGE ROAD)
R
25'R
41ASPH.15"39'RES.10'47+90
SIZELNG. (SQYD)
AREA
SURFACE
TYPE
SURFACE
PIPE
TYPEWIDTHSTATION
ENTRANCE CONSTRUCTION RT - KY 473 (GAGE ROAD)
O p e n
R o a d s D e s ig n e r v
.1
.4
.4
COUNTY OF ITEM NO. SHEET NO.
BALLARD 01-115.00 R032
SCALE:1"=50' PLAN SHEET
STA 46+85 TO 53+20
KY 473 (GAGE RD)
S e p te m b e r
D A
T E
P L O
T T
E D d re e s
U S
E R
C
P
W W
O R
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IN
G D
IR
\A
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P W
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N T
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A
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C \D
M S
\0
R
P
L A
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G N
F
IL
E N
A M
E
JUNE 7, 2022REVISED PLANS DATE:
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Asphalt
Complex Office
Metal
Building
Metal
M10
CP
Trailer
IP
SIGN
Garage
IP IP
EL JB
EM
GV
FP
EL JB
POSTIP
TV JBEM
TEL P
ED
TEL JB
IP
IP
TEL JB
TEL JB
CONST. LIMITS
ULT. CONST. LIMITS
CONST. LIMITS
ULT. CONST. LIMITS
SPCL. "V" DT. SPCL. "V" DT.
CONST. LIMITS
2' FB. SURF DT.
CONST. LIMITS
O.E
415.98
E Q P
IP
E
I.E
416.59
24" I.E
418.59'
IE
419.62
" P
IP
E
OE
419.10
O.E
418.15'
M A
T C
H L
IN
E
S T
A
M A
T C
H L
IN
E
S T
A
P
BALLARD COUNTY ECONOMIC & INDUSTRIAL
DEVELOPMENT BOARD, INC.
P
KENNETH C. &
NANCY THOMAS
P
PAUL RICHARD OWEN
P
STRICKLAND FARM, INC.
P
STRICKLAND FARM, INC.
-120.00'
193+00.00
40.00'
46+07.00
85.00'
46+07.00
50.00'
47+25.00
85.00'
47+25.00
147.92'
199+85.00
252.00'
199+85.00 252.00'
200+20.00
0' 100' 200'50'
S88°33'52"E
293.33'
S85°53'15"E
327.38'
N87°13'06"W-711.50'
-110.88'
190+06.81
-91.65'
196+76.84 -91.72'
196+86.92
-92.73'
198+18.82
-94.71'
200+79.19
A
C
-31.55'
46+44.22
-43.79'
46+44.14
31.53'
44+75.00 -31.68'
44+75.00
-53.73'
47+82.94
C
-115.78'
200+78.98
-115.79'
201+06.74
150.00'
201+09.38
E X
R
W
E X
R
W
E X
R
W
PROP. C/A, R/W & FENCE
PROP. C/A, R/W & FENCE
PROP. C/A, R/W & FENCE
PROP. C/A, R/W & FENCE
E
N T
P
IP
E
PROP. R/W
TEMP. ESMT. FOR ENT. CONST.
B
B
D
D
29.22'
47+38.57
46.56'
47+77.50
-31.45'
47+41.83
-48.44'
47+78.00
BALLARD COUNTY ECONOMIC & INDUSTRIAL
DEVELOPMENT BOARD, INC.
P
JAMES. O ENLOW, INC.
P
45+00
S '2
W
44+00.00POB
S86°46'57"E
US 60 STA. 196+81.92
VETERANS AVE. (CS 4026) STA. 50+00
11'
11'
6' PVD. SH.
6' PVD. SH.
15"
2' FB. SURF DT.
SPCL. "V" DT.
SPCL. "V" DT.
SPCL. "V" DT. SPCL. "V" DT.
SPCL. "V" DT.
SPCL. "V" DT.
6' PVD. SH.
6' PVD. SH.
11'
11'
E
E
E N
D A
C C E S S
C O
N T R O L U
S
S T A . 1
.3 , -1
.8
148.51'
200+20.00
102.70'
201+45.00
N86°56'34"E-118.37'
N87°13'06"W-10.08'
L= 71.09' R=74.00' Right
S61°21'19"W LC=68.39'
L= 56.01' R=74.00' Right
N61°37'51"W LC=54.68'
145.21'
198+22.36
54.38'
47+85.00
F
F
6' PVD. SH.
11'
11'
6' PVD. SH.
11'
-92.00'
196+10.23
100' TAPER
T A
P E
R
S77°35'26"E 75.98'
S86°48'16"E - 258.98'
N87°13'06"W - 392.28'
-115.69'
198+20.00
DUMPSTER
S T A -1 .8
B E G
A C C E S S
C O
N T R O L
U S
T E
M P
E
S M
T
F O
R
T C
O N
S T
T E
M P
E S
M T
F
S L
O P
E
C
O N
S T
T E
M P
E S
M T
F
S L
O P
E
C
O N
S T
Pond
260.37'
N02°38'49"E-21.08'
S86°48'16"E-27.76' .8
N85°49'36"W
287.06'
N °2
'5
"E
.9
S86°48'16"E
674.71'
S88°15'51 "W
150.56'
N82°30'48"W 241.79'
100.00'
201+08.88
150.00'
201+45.00
FOR ENT. CONST.
TEMP. ESMT. 118.00'
203+50.00 105.00'
205+00.00
A -103.00'
197+41.15
E N
D A
C C
E S
S
C O
N T
R O
L U
S
S T
A
.4
112.02'
196+15.00
142.00'
196+15.00
142.00'
196+30.00
B E
G
A C
C E
S S
C O
N T
R O
L U
S
S T
A
.0
111.77'
196+30.00
1270.21'
N85°49'36"W
192.39'
N03°13'03"E - 30.23'
N87°42'39"W
1078.47'
PLANS
RIGHT OF WAY
170 SY-3.0'ECBSPCL. "V"204+07 - 205+00
265 SY-1.0'ECBSPCL. "V"200+80 - 204+07
426 SY-1.5'ECBSPCL. "V"197+25 - 200+80
882 SY-2.0'ECBSPCL. "V"190+83 - 196+38
94 SY-1.0'ECBSPCL. "V"190+00 - 190+83
QUANTITYTDTYPE
CHANNEL LINING
SIZE/TYPESTATION TO STATION
DITCH CONSTRUCTION LT - US 60
17 SY-1.5'ECB2' FB. SURF204+90 - 205+00
68 SY-1.0'ECB2' FB. SURF204+40 - 204+90
122 SY-1.0'ECB2' FB. SURF203+50 - 204+40
68 SY-1.0'ECB2' FB. SURF203+00 - 203+50
520 SY-1.0'ECBSPCL. "V"198+40 - 203+00
206 SY-1.5'ECBSPCL. "V"197+00 - 198+40
853 SY-1.5'ECBSPCL. "V"190+80 - 196+60
91 SY-1.0'ECB2' FB. SURF190+00 - 190+80
QUANTITYTDTYPE
CHANNEL LINING
SIZE/TYPESTATION TO STATION
DITCH CONSTRUCTION RT - US 60
409 SY-1.0'ECBSPCL. "V"44+75 - 49+20
QUANTITYTDTYPE
CHANNEL LINING
SIZE/TYPESTATION TO STATION
DITCH CONSTRUCTION LT - VETERANS AVE.
110 SY-1.0'ECBSPCL. "V"48+00 - 49+20
74 SY-1.0'ECBSPCL. "V"47+20 - 48+00
133 SY-1.0'ECBSPCL. "V"44+75 - 46+20
QUANTITYTDTYPE
CHANNEL LINING
SIZE/TYPESTATION TO STATION
DITCH CONSTRUCTION RT - VETERANS AVE.
EDGE KEY
20 LF
S86°46'57"E
25'
R
OE 419.79'
IE
419.92'
IE
431.07'
OE
427.26'
EL. 452.16'
LOW WIRE
100100' EOP TAPER198+40 - 199+40
LENGTHTYPESTATION TO STATION
PAVEMENT TRANSITION LT - US 60
100100' EOP TAPER47+25 - 48+25
LENGTHTYPESTATION TO STATION
PAVEMENT TRANSITION RT - VETERANS AVE.
145.42'
198+35.00
169.00'
198+37.00
146.34'
198+90.00
170.00'
198+90.00
TEMP. ESMT. FOR ENT. CONSTRUCTION
R
50'
R
25'
R
R
R
25'R
R
N °3
'4
"E
.8
R
R
N °3
'4
"E
.7
S °3
'4
"W
.0
P
232X
1908ASPH.15"42'RES.24'196+82
SIZELNG. (SQYD)
AREA
SURFACE
TYPE
SURFACE
PIPE
TYPEWIDTHSTATION
ENTRANCE CONSTRUCTION RT - US 60
386ASPH.15"102'COM.40'46+65
SIZELNG. (SQYD)
AREA
SURFACE
TYPE
SURFACE
PIPE
TYPEWIDTHSTATION
ENTRANCE CONSTRUCTION RT - VETERANS AVE
O p e n R o a d s D e s ig n e r v
.1
.4
.4
COUNTY OF ITEM NO. SHEET NO.
BALLARD 01-115.00 R017
SCALE:1"=50' PLAN SHEET
205+00 TO 190+00STA
US 60
S e p te m b e r
D A
T E
P L
O T
T E
D jl it tl e to n U
S E
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W O
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MARCH 30, 2022REVISED PLANS DATE:
G r a v e l
Gra vel
Complex Office
Metal
Building
Metal
Asphalt
#2105
IPC
Trailer
Garage
Frame
1-Sty.
G r a v e l
G r a v e l
A s p h a lt
KENNETH C. &
NANCY THOMAS
EXCESS PUCHASE
P
232X
44+75.00STA
BEGIN CONST.
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File details come from the government source that posted it. Updated .