01-0153.20 PLAN PAGES.pdf
PDF 669 KB Posted
- Attached to
- Demolition Svc McCracken Co P. 403, 108 & 418
- Solicitation number
- RFB-605-2500000316-1
- Issued by
- Jessamine County, Kentucky
About this file
This file contains right-of-way plan sheets for the Kentucky 1286 Friendship Road project in McCracken County (Item No. 01-0153.20). The plan sheets detail a road construction project involving a roundabout at the intersection of Friendship Road with KY 998 (Olivet Church Road) and Old U.S. 60. The plans show station points, property lines, easements, drainage features, utilities, and construction limits for multiple sections of roadway including STA 261+00 to 267+00, STA 283+50 to 288+50, and STA 288+50 to 294+00.
The plans indicate several temporary easements for construction and building removal, permanent drainage easements, and proposed 8' multi-use paths (M.U.P.) along sections of the roadway. Multiple property owners are identified on the plans, including Wildcat Real Estate LLC, Kristofer P. Light, Norma S. Stephenson, and various others whose properties are affected by the right-of-way acquisition. The drawings include detailed geometric information for curves, stations, and other technical specifications necessary for construction. Existing features such as utilities, drainage structures, and buildings are shown, along with proposed new alignments and construction limits.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Final_RFB_605_2500000316_1_SO_FORM.PDF | ||
| 01-0153.20 IMPROVEMENTS TO BE REMOVED.pdf | ||
| Bid Sheet - Demo McCracken Co P. 403, 108 & 418.xlsx | XLSX spreadsheet | |
| 01-0153.20 AERIAL& DIRECTIONS.pdf | ||
| How to Submit an Online Response - March 2023.pdf |
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Text version
PROP R/W
M A
T C
H
L I N
E
S
T A
P
M A
T
N
E
S
T A
1+
P
P
D.B. 1317 PG. 407
D.B. 1337 PG. 187
WILDCAT REAL ESTATE, LLC
P
! NEW FRIENDSHIP ROAD
PROP R/W
PROP
R /W
PROP. 8' M.U.P.
P
U
M
P O
R P
.P.U.M '8 .PORP
.P.U.M '8 .PORP
C
C
C
PLANS
RIGHT OF WAY
SEE PLAN SHT. R5B
MATCH LINE STA. 51+50 KY 998
P
P
D.B. 1432 PG. 131
KRISTOFER P. LIGHT
S68°22'49"E 492.00'
201.26' N68°22'49"W
! KY 998 (OLIVET CHURCH RD.)
INDICATES STA./OFFSET FROM*
N '1 1"
E
311.10'
S67°21'49"E
S '1 1"
W
N '1 1"
E
S '1 1"
W
1.
1'
N '1 1"
E
N '0
"E
SEE PLAN SHT. R5
A
MATCH LIN
E STA. 48
+00 KY 998
DISTURB LIMITS
DIS
TURB
LIM
ITS
DI
STURB
LI
M
IT
S
DISTURB LIMITS
DISTURB LI
MITS
PROP R/W
PROP R
/W
SYMBOL
L1
BEARING
N22°41'16"E 2.73'
DISTANCE
L2
L2
N22°41'16"E
L3
168.90'
L1
L4
L3
N68°22'49"W 24.60'
L4 S22°41'16"W
47.17'
+24.94*
60'
+80*
42'
+00
S °1 '2
"W
.2
D
IS
T U R B
L
IM
IT
S
P R
O P
R
W
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
E=1.06'
R=215.00'
L=42.63'
T=21.39'
PI STA=50+90.00
KY 998
PI STA=50+00.00
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
E=3.20'
R=215.00'
L=73.78'
T=37.25'
PI STA=49+10.73
KY 998
PI STA=262+74.17
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
E=2.01'
R=215.00'
L=58.54'
T=29.45'
PI STA=261+72.09
MAINLINE
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
E=1.92'
R=215.00'
L=57.21'
T=28.77'
PI STA=263+74.57
MAINLINE
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
E=4.35'
R=524.00'
L=134.62'
T=67.68'
PI STA=264+89.83
MAINLINE
50'
+34.38*
N79 °23 '49"
W N63°47'43"W
N61°45'34"W N77°
00'17 "W
N62°17'05"W
N '0
"E
N '3
"E
N '5
"E
N '1 "E
111.93'
S75°4 5'04"E
D.B. 590 PG. 320
MONNA RHEA HAYDEN (WF.)
WILLIAM E. HAYDEN
P
70'
+22.14
75'
+56.77
75.13'
+86.19
65'
56.77+
19.71'
+90.39
95'
50+
47'
60+
15.05'
41.65+
59.15'
+51.81*
3.35'
79.34*+
56.94'
40*+
50'
+11.24*
31.51'
24.14*+
36.55'
+82.20*
23.06'
29.32*+
23.68'
31.79*+
3.
S8 1°4
3' "W
S °1 '2
"W
.2
152.91'
N71°30'11"W
29.43'
N62°32'03"W
204.90'
N62°32'03"W
.9
N 11°0
'3
"E
198.26' S59°57'36"E
211.5 0'
S78° 30'4
3"E
.6
N °3
'4 "E
1.0
S °5 '5
"E
201.26'
S68°22'49"E
45.26' N68°12'48"W
.6
N °5 '5 "W
.0
N °5 '5 "W
172.11'
P R
O P
R
W
! ROUNDABOUT
STA. 50+00.00 PROP. ! KY 998 =
STA. 262+74.17 PROP. ! FRIENDSHIP ROAD =
.2
S °4
'2
"W
CONSTRUCTION
FOR ENTRANCE
TEMP EASEMENT
D.B. 532 PG. 573
D.B. 657, PG. 479
D.B. 910, PG. 235
NORMA S. STEPHENSON, WIDOW
D.B. 910, PG. 238
NORMA S. STEPHENSON, WIDOW
D.B. 532 PG. 573
D.B. 657, PG. 479
D.B. 910, PG. 235
NORMA S. STEPHENSON, WIDOW
D.B. 1460 PG. 751
PROPERTRIES, INC.
J. JAMES
BUILDING REMOVAL
CONSTRUCTION AND
TEMP EASEMENT FOR
56.79'
+02.91
115'
+16.45
80.84'
+63.42*
BUILDING REMOVAL
TEMP EASEMENT FOR
BUILDING REMOVAL
TEMP EASEMENT FOR
63.44'
+59.97*
149.90'
+34.96
97.57'
+26.95 89.19'
+01.61
68.15'
+01.17
SCALE: 1"=20'
KY 1286 FRIENDSHIP ROAD
MCCRACKEN 01-0153.20 R5
STA 261+00 TO STA 267+00
PLAN SHEET
M ic ro
S ta ti o n v
.1
.9 .6
E -S
H E
E T N
A M
E
J a n u a ry
D A
T E P
L O
T T
E D lg in th u m
U S
E R
W F
R
IE
N D
S H
IP
R
O A
D -1
M
C C
R A
C K
E N C
O U
N T
Y K
Y
K
Y
\P
H A
S E
-0
.2
\0
P
L A
N \R
P
L .D
G N
F
IL
E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
C M
P
I.E. 416.80
12" CMP
I.E. 416.93
12" CMP
R C
P
I.E. 418.20
12" RCP
I.E. 419.54
12" RCP
C M
P
I.E. 418.58
15" CMP
I.E. 418.56
12" RCP
R C
P
I.E. 418.59
15" CMP
Gravel
Concrete
1E
1E
1C
1E
1C
1C
1 GUY
1T
1C
1E
2E
E
1F
O
1E
1F
O
1T
1C
1F
O
(L e v e l
C
P la s t ic
G a s
(Level C) AT&T Copper
(Level B) 8" CIP (per map)
WV
TEL JB
WV
3' CL
Utility Pole
E
Gravel
1E
4E
1-S-FR
1-S-FR
1-S-BR
GAR
FR
GAR
FR
GAR
FR
Inv. 409.41
Top=420.21
San. MH
Inv. 407.96
Top=419.81
San. MH
10" PVC
SANCO
I.E.419.10
12" RCP
I.E.419.59
15" CMP
Pipe
1 1/2"
GLM
GLM
Buried
Tel.
Buried
Tel.
SANMH
Sign
12" RCP
FH
Buried
Tel.
TEL JB
WV
UP
C.P.
418.19
I.E.
12" RCP
418.49
I.E.
12" RCP
(L e v e l
(p e r m p
C I P
C
C
C C
C C
C
C
C
C
C
C
C
C C
PT 4
8+3
4.3
PC 4
8+7
3.4
PT 49+47.25
PC 50+68.61
PT 51+11.24
P T
1+
P C
1+
P T
1.
P C
P T
P C
P T
P C
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Oval
Frances Westlie Oval
PLANS
RIGHT OF WAY
P
P
P
P
D.B. 1259, PG. 465
DONNA VEAL (WF.)
WALTER K. VEAL &
SAMANTHA VEAL (WF.)
WALTER B. VEAL &
D.B. 753, PG. 471
KATHY BERRY (WF.)
BRAD BERRY
D.B. 1444, PG. 157
ESTATE HOLDINGS,LLC
FALCONITE REAL
P R
O P
W
P
D.B. 1232, PG. 370
FNB BANK, INC.
P
D.B. 1118, PG. 612
MARY E. STEVENS (WF.)
JAMES G. STEVENS
OF KENTUCKY
COMMONWEALTH
E X I S
T
R
W
E X I S
T
R
W
E X I S
T
R
W
E X I S
T
R
W
E X I S
T
R
W
MATCH
LI
NE
STA.
8+
.0
SEE
PLAN
SHT.
R
15A
D.B. 1308, PG. 106
D.B. 1310, PG. 377
D.B. 1314, PG. 456
D.B. 1321, PG. 672
ESTATE HOLDINGS, LLC
FALCONITE REAL
P R
O P . R
W
P
D.B. 1232, PG. 370
FNB BANK, INC.
E X I S
T
R
W
N07°44'08"W
N04°24'10"E
N11°25'54"E
N03°48'24"E
N03°00'25"E
DAOR P
IHSDNEIRF ! .P
ORP
C
C
C
C
C
C C
C
MAINLINE
N 1°
'0
"E
N 1°
'0
"E
N 1°
'0
"E
N 1°
'0
"E
S 1°
'0
"W
SEE
PLAN
SHT.
R
15B
MATCH
LIN
E
STA.
2+
.0
OLD U.S. 60
M A
T
N
E
S
T A
S E
E
P
L A
N
S
E E
T
M A
T
N
E
S
T A
DISTURB LIMITS
DISTURB LIMITS
D
IS
T U
R B
L
IM
IT
S
OF KENTUCKY
COMMONWEALTH
PROP. 8' M.U.P.
P R
O P
' M U P
O
D
U S
CONSTRUCTION
FOR ENTRANCE
TEMP EASEMENT
N09°51'07"W
S '5
1" E
106.24' S00°37'27"E
S 1°
'0
"W
D
IS
T U
R B
L
IM
IT
S
S18° 52'5
6"E
436.85'
N04°04'41"E
325.81'
300.
00'
79.66'
N04°04'41"E
90'
+12.04
86'
+56.99
63.49'
+54.18
EASEMENT
PERM DRAINAGE
P R
OP
R /W
135.92'
N00°10'47"W
231.1 6'
190.65'
S08°50'15"E
PROP C/A & R/W
PROP C/A & R/W
.7 6'
N4 4° '0 6"
W
68.82'
88.99+
62'
49.46*+
PROP. ! OLD U.S. 60
*INDICATES STA./OFFSET FROM
45'
50+
75'
+85
62.05'
+90
53.44'
+83.62*
N '2
"E
N '0
"E
S '0
"E
N '4
"E
66.17'
32.70+
85'
+00
75'
+55*
12.16'
+33.86*
16.20'
51.19*+
13.68'
44.53*+
81.29'
+10.72*
85'
80+
.6
N 1°2
'0 1"E
1.3
N 1°2
'0 1"E
222.23'
N00°37'27"W
149.69'S06°48'45"W
97.02
S19°18 '07"E
1.6
N °3
'4
"E
.4
S °3
1'4 "W
.2
S °3
1'4 "W
328.47'
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
7'x4' RCBC
! ROUNDABOUT
STA. 50+00.00 PROP. ! OLD U.S. 60 =
STA. 290+07.71 PROP. ! FRIENDSHIP ROAD =
P I P
E
(LANDLOCKED)
END C/A FENCE
STA. 293+31.21 ~ 86.98' LT.
BEGIN C/A FENCE
STA 49+00.00 ~ 69.30' LT.
END C/A FENCE
STA. 293+60.53 ~ 75.47' RT.
84.62'
+55.70
BUILDING REMOVAL
TEMP EASEMENT FOR
MCCRACKEN 01-0153.20 R15
STA 288+50 TO STA 294+00
PLAN SHEET
M ic ro
S ta ti o n v
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E -S
H E
E T N
A M
E
J a n u a ry
D A
T E P
L O
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E D lg in th u m
U S
E R
W F
R
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IP
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P
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F
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E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
WM
WM
GLM
Gravel
" C
M P
TEL PED
POST
R/W
POST
R/W
1-S-FR
Conc
1-S-BR
1-S-BR
E
1T
V
1F
O
C
374.98
4" I.E.
Sign
PED
TEL
Asph
Nail
Mag
376.87
I.E.
" C
M P
5'x5
1E
1T
V
1TV
1E; 1TV
" C
M P
375.57
I.E.
376.05
I.E.
PED
TEL
1E
376.73
I.E.
370.02
I.E.
370.29
I.E.
375.79
I.E.
374.91
I.E.
O.E. 365.19
72" BCCMP
368.96
O.E.
#2105
MARTIN
I.P.
w t e r p la n
(L e v e l C
U
G
T e l s h o w n o n
C C
C
C
C
C C
C
C
C
P T
P C
P T
PC 290+56.33
P C
1+
P T
1.
P C
P T
1.
C
C
C
C
C
C
PC
+6 8.
PT 49+48.90
PC 50+49.22
PC
51+
.0
PT 291+04.89
PT
51+
.11
E=6.19'
R=154.00'
L=85.88'
T=44.09'
PI STA=50+93.31
E=5.34'
R=154.00'
L=79.95'
T=40.90'
PI STA=49+09.85
PI STA=50+00.00
E=1.85'
R=259.00'
L=61.74'
T=31.02'
PI STA=289+20.01
E=1.14'
R=259.00'
L=48.56'
T=24.35'
PI STA=290+80.68
E=3.57'
R=252.00'
L=84.30'
T=42.55'
PI STA=291+99.54
E=0.68'
R=363.00'
L=44.53'
T=22.29'
PI STA=293+69.65
PI STA=290+07.71
Frances Westlie Oval
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Line
PLANS
RIGHT OF WAY
P
P
M A
T
N
E
S
T A
D.B. 980, PG. 398
PAULA C. CRAWFORD (WF.)
ALFRED D. CRAWFORD
D.B. 1366, PG. 509
MENARD, INC.
P
P
P
P
P
D.B. 1259, PG. 465
DONNA VEAL (WF.)
WALTER K. VEAL &
SAMANTHA VEAL (WF.)
WALTER B. VEAL &
D.B. 1374, PG. 235
DEWEY CROTCHETT
DAWN BUTLER
D.B. 753, PG. 471
KATHY BERRY (WF.)
BRAD BERRY
D.B. 1444, PG. 157
ESTATE HOLDINGS,LLC
FALCONITE REAL
D.B. 1308, PG. 106
D.B. 1310, PG. 377
D.B. 1314, PG. 456
D.B. 1321, PG. 672
FALCONITE REAL ESTATE HOLDINGS, LLC
M A
T
N
E
S
T A
! NEW FRIENDSHIP ROAD
N07°41'35"E
PROP. 8' M.U.P.
PROP.
8' M
.U.
P.
338.16'
N04°04'26"E
152.34'
N04°04'26"E 601.54'
325.81'
DISTURB LIMITS
DISTURB LIMITS
DIS
TURB L
IMI
TS
PROP
R/W
PROP R/
W
70'
+00 80.99'
+09.85
S 1°
'0
"W
S1 8°
'5 6"
E
0.
436.85'
N04°04'41"E
DI
STURB
LI
M
IT
S
PROP R/W
396.38'
N08°24'09"E
269.06'
S05°34'01"W
107.33'
S05°34'01"W
PROP R/W
DIS
TURB L
IMI
TS
1.
S 1°
'3
"W
46.90'
+05.63
98.98'
92.74+
N '3
"W
37.28'
57.67+
101.10'
89.54+
95'
00+
110'
20+
.65'
S08 °50 '15"
E
30.28'
68.48+
9.80'
+58.24
1.1
6'
135.92
N00°10 '47"W
113.31'
N06°26'59"E
117.08'
N06°26'59"E
73.26'
+50
105'
+00
100'
+80
77.99'
+10
Runout=SEE X-SECTIONS
Runoff=SEE X-SECTIONS e=SEE X-SECTIONS
'x
R C
B C
EASEMENT
PERM. DRAINAGE
S11°35'37"W
89.74'
S11°35'37"W
130.77'
90'
+30.33
95.70'
+66.44
117.75'
+65.99
87.22'
+11.90
121.42'
+08.21
MCCRACKEN 01-0153.20 R13
STA 283+50 TO STA 288+50
PLAN SHEET
M ic ro
S ta ti o n v
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H E
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A M
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J a n u a ry
D A
T E P
L O
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E D lg in th u m
U S
E R
W F
R
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N D
S H
IP
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C C
R A
C K
E N C
O U
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Y K
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K
Y
\P
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-0
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\0
P
L A
N \R
P
L .D
G N
F
IL
E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
130'
+48.51
REMOVAL
FOR BUILDING
TEMP EASEMENT
SHED
FR
#2105
IP&C
O.E. 382.99
H D P E
C
P C
E=5.13'
R=433.00'
L=132.59'
T=66.82'
PI STA=287+97.15
MAINLINE
Frances Westlie Line
Frances Westlie Line
Frances Westlie Line
Oval
| Combined files DRAFT.pdf |
| TC 62-201 1-153.20 (AutoRecovered) |
| TC 62-218 1-153.20 |
| Improvements to be removed |
| Binder1.pdf |
| 01-153.20 ACM Test Request 3 Parcels (002) 11.pdf |
| 01-153.20 ACM Test Request 3 Parcels (002) 12.pdf |
Pages from 01-153.20 ACM Test Request 3 Parcels (003).pdf
| location.plan 1-153.20.pdf |
| 01-153.20 ACM Test Request 3 Parcels (003) 6.pdf |
| location.plan 1-153.20.pdf |
| 01-153.20 ACM Test Request 3 Parcels (003) 3.pdf |
| location.plan 1-153.20.pdf |
| 01-153.20 ACM Test Request 3 Parcels (003) 5.pdf |
| location.plan 1-153.20 |
| 01-153.20 ACM Test Request 3 Parcels (003) 4.pdf |
DEMO Cost Estimate Memo 1 53.20 McCracken Co - P 403 408 418
| Binder1.pdf |
| Demolition Solicitation Checklist McCracken 153.20 (403, 408, 418) |
File details come from the government source that posted it. Updated .