02-899.00 Parcels Marked Plan Sheets.pdf
PDF 2 MB Posted
- Solicitation number
- RFB 605 2500000033 1
- Issued by
- Clinton County, Kentucky
About this file
This document is a set of plan sheets for a US Route 68 road improvement project in Christian County, Kentucky. The project encompasses multiple stations along West 7th Street in Hopkinsville, spanning from Station 410+00 to Station 455+74.20. The scope of work includes construction of storm sewer systems with various pipe sizes (15-inch to 48-inch), installation of curbing and guttering in standard and header configurations, construction of concrete sidewalks (4-foot and 5-foot widths) and multi-use paths (10-foot widths), sodding of right-of-way areas on both sides of the roadway, entrance pavement construction with 8-inch cement concrete, and ditch construction with sod linings. The project also involves removal of existing guardrails and installation of new steel "W" beam guardrails, construction of mountable medians, removal of concrete islands, and capping of existing sinkholes. Multiple manhole and junction box structures are detailed throughout the project with specific invert elevations and structure types (CBI, DBI, JB, and MH designations).
The plan sheets detail extensive storm sewer infrastructure across multiple segments, with quantities including approximately 3,000-5,000 square yards of sodding per segment, hundreds of linear feet of curb construction, and numerous entrance pavement areas at various station locations. The project includes permanent and temporary easements for drainage and utility purposes, with property right-of-way ranging from 20 to 49.50 feet wide. Property acquisitions are noted for multiple parcels identified by owner names throughout Christian County. The sheets are dated with revisions through December 1, 2023, and are prepared in PowerInRoads software. The project appears to be a comprehensive urban corridor improvement initiative requiring coordination among multiple property owners and utility easement holders along the US 68 corridor through Hopkinsville.
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M A
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
CBI TYPE A-6-2
CBI TYPE A-6-2
CBI TYPE A-4-2
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
CBI TYPE A-6-2
CBI TYPE A-6-2
CBI TYPE A-6-2
CBI TYPE A-6-2
ENTRANCE PAVEMENT
ENTRANCES
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
12'LT. 410+48
STATION
24'LT. 411+06
565.34 560.76
DBI TYPE 13G 564.76 560.10
563.54 558.83
560.62 556.37
565.32 560.54
563.54 558.63
560.70 555.92
557.68 552.98
PLANS
RIGHT OF WAY
CONST. 917 S.Y. SODDING
RT. STA. 410+00 TO STA. 416+00
CONST. 771 S.Y. SODDING
LT. STA. 410+00 TO STA. 416+00
212 CBI TYPE A-4-2 557.68 553.43
204 565.12 562.37DBI TYPE 13G
STA 412+54.23, 681.64' LT, EL. 557.61
C.P. M2 - CONC. MON. W/ ALUM. CAP
ENTRANCE PAVEMENT
ENTRANCES
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
36'RT. 414+34
STATION
- 108 S.Y. - ASPH. (COMM.)
STA. TO STA.
CURB CONSTRUCTION RT.
TYPE LENGTH (LF)
STD. CURB & GUTTER
138STD. CURB & GUTTER
410+00 TO 414+14
414+54 TO 416+00
215 S.Y. - ASPHALT24' 77 S.Y. LT. 413+02
129 S.Y. - ASPHALT24' 77 S.Y. LT. 414+34
152 S.Y. - ASPH. (COMM.)
232 S.Y. - CONC. (COMM.)
STA. TO STA.
410+00 TO 410+41
(SY)
AREA
410+54 TO 410+93
411+19 TO 416+00 435
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT. STA. TO STA.
410+00 TO 410+27
CURB CONSTRUCTION LT.
LENGTH (LF)
410+00 TO 410+42
410+68 TO 410+79
TYPE
STD. CURB & GUTTER
410+54 TO 410+94 STD. HEADER CURB
47 10
47 20
411+18 TO 411+63 STD. HEADER CURB
411+33 TO 416+00 346
63STD. HEADER CURB
STD. CURB & GUTTER 11
STD. CURB & GUTTER
16 S.Y. 4' CONCRETE SIDEWALK
LT. STA. 413+92 TO STA. 413+96 CONST.
WARNINGS (SF)
DETECTIBLE
10' MULTI-USE PATH 10' MULTI-USE PATH
SCALE: 1"=20'
R P
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CHRISTIAN 2-899.00 R9
STA. 410+00 TO STA. 416+00
US 68 PLAN SHEET
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COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
S T
O R
M
S T
O R
M
18" STORM
S T
O R
M
18" STORM
S T
O R
M
18" STORM
15" STORM 208
207201
" S
TORM
EX. R/W
10 10 10 1010
DEBRA HANCOCK (WF.)
DAN H. HANCOCK
DEBRA HANCOCK (WF.)
DAN H. HANCOCK
DEBRA HANCOCK (WF.)
DAN H. HANCOCK
DEBRA HANCOCK (WF.)
DAN H. HANCOCK
DEBRA HANCOCK (WF.)
DAN H. HANCOCK 16
FARMS, INC.
BLUE LANTERN
EX. R/W
EX. R/W
EX. & PROP. R/WEX. & PROP. R/W
WOOD SHED ENTERPRISES, INC.
DRAIN. ESMT.
EX. 15' UTIL. &
BREATHITT CLARK
ESTATE OF JAMES
HOLDINGS, LLC
CEDAR GREEN
C
S T
A
E = 45.30'
R = 4600.00'
L = 1285.87'
T = 647.15'
PI STA 420+36.56
POST
POST
POST
SI
GN
SI
GN
SI
GN
SI
GN
SI
GN
IP
IP
SI
GNSI
GN
US 68 (W. 7TH ST.)
1 - STY FRAME
1 - STY FRAME
1 - STY FRAME
1 1/2 - STY FRAME
1 - STY FRAME
1 - STY FRAME
ASPHALT
CONCRETE
GRAVEL
GRAVEL
ASPHALT
CONC. SIDEWALK
ASPHALT
8"
15"RCP 15"CMP18" CMP
8"
8"
8"
WM WM WM
WM
WM WM
WMGV
TEL
JB
SI
GN
PROP. R/W
DRAIN & UTILITIES
PERM. ESMT. FOR
PROP. R/W29.50'
+89.40
49.50'
+89.40
DRAIN. & UTILITIES
PERM. ESMT. FOR
63'
+00
54'
+50 54'
+65
51'
+00
64'
+39 69'
+88
55'
+75
68'
+12
TEMP. ESMT.
TEMP. ESMT.
TEMP. ESMT.
60'
+97.62
56'
+07.48
54'
+95
43'
+97 43'
+83
36.63'
+83
FOR DRAIN.
PERM. ESMT.
37.27'
+38
64'
+39.28 68'
+55
35.99'
+28
36.16'
+42
43'
+42 43'
+28
55'
+55
DRAIN.
FOR
ESMT.
PERM.
Matt.Long Oval
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
CBI TYPE A-4-2
CBI TYPE A-4-2
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
12' 38 S.Y. RT. 416+75
STATION
ENTRANCES
12' 38 S.Y. RT. 419+50
DBI TYPE 11
DBI TYPE 11
DBI TYPE 11
DBI TYPE 11
DBI TYPE 13G 551.90 547.29
552.30 549.30
CBI TYPE A-16-2
CBI TYPE A-16-2 554.83 549.73
553.55 550.07
552.23 547.15
554.80 551.53
554.00 551.08
554.94 550.69
552.77 548.52
R
42.50'
+82.09
R
42.50'
+82.09
' R
42.50'
+65.66
' R
42.50'
+90.71
42.50'
+18.90
R
67.50'
+94.24
50' R
59.71'
+74.85 40 ' R
42.50'
+90.96 R
PLANS
RIGHT OF WAY
EDGE KEY
CONST. 27 L.F.
STA. 50+32.14
EDGE KEY
CONST. 36 L.F.
STA. 40+10.82
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE QUANTITYDEPTH
SP. "V" DT. SOD
SP. "V" DT. SOD
1.5'
1.5'
* QUANTITY INCLUDED IN THE GENERAL SOD QUANTITY
DITCH CONSTRUCTION RT.
SP. "V" DT. SOD 1.5' *
417+00 TO 418+00
418+95 TO 419+32
419+70 TO 420+34
30'
+28
13.61' 12.91'
24.84' 11.44'
9.76'9.77'
EDGE KEY
CONST. 20 L.F.
STA. 60+87.83
EDGE KEY
CONST. 20 L.F.
STA. 30+90.09
30'
+28.35
10.15'10.11'
CONST. 1,333 S.Y. SODDING
RT. STA. 416+00 TO STA. 422+00
SP. "V" DT. SOD 1.5' *418+67 TO 418+82
JB TYPE B-1 552.22 546.44MH225
21.25'
+63.80
STA 420+15.88, 50.34' LT, EL. 551.22
C.P. M1 - CONC. MON. W/ ALUM. CAP
JB TYPE B-1 553.83 548.54MH220
STA. TO STA.
CURB CONSTRUCTION RT.
LENGTH (LF)
418+70 TO 421+12 197
421+45 TO 422+00
TYPE
STD. CURB & GUTTER
421+77 TO 422+00 STD. HEADER CURB
STD. CURB & GUTTER
416+00 TO 418+39
STD. CURB & GUTTER 52
STA. TO STA.
416+92 TO 418+36
(SY)
AREA
418+74 TO 421+08 107
421+49 TO 422+00
5' CONCRETE SIDEWALK CONSTRUCTION RT.
78 16
28 13
WARNINGS (SF)
DETECTIBLE
STA. TO STA.
416+00 TO 416+14
CURB CONSTRUCTION LT.
LENGTH (LF)
416+08 TO 416+36
417+00 TO 418+43 182
TYPE
STD. CURB & GUTTER
141416+78 TO 417+90
418+97 TO 421+13 258
421+59 TO 421+86
STD. CURB & GUTTER
51 S.Y. - ASPH. (RES.)
11 S.Y. - ASPH. (RES.)
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
42'LT. 416+57
STATION
ENTRANCES
610 S.Y. - ASPH. (COMM.)-
STA. TO STA.
416+00 TO 416+35
(SY)
AREA
416+79 TO 418+26 153
418+97 TO 421+00
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT.
WARNINGS (SF)
DETECTIBLE
421+62 TO 422+00
STD. HEADER CURB
STD. HEADER CURB
STD. CURB & GUTTER
STD. CURB & GUTTER
STA. TO STA.
(SY)
AREA
80 -
WARNINGS (SF)
DETECTIBLE
50+32 TO 51+73
5' CONCRETE SIDEWALK CONSTRUCTION RT.
GLASS AVENUE
35 -
10' MULTI-USE PATH
USE PATH
10' MULTI-
5' SIDEWALK 5' SIDEWALK
S I D
E W
A L
K
10' MULTI-USE PATH
CONST. 822 S.Y. SODDING
LT. STA. 416+00 TO STA. 422+0014421+86 TO 422+00 STD. HEADER CURB
- 74 S.Y. - ASPH. (COMM.)MATCH EX.LT. 50+78 (GLASS)
D N
D
RW REV. NO. 14, DECEMBER 1, 2023
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STA. 416+00 TO STA. 422+00
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D e c e m b e r
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COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
S T
O R
M
S T
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M
S T
O R
M
18" STORM
S T
O R
M
24" STORM
15" STORM
O R
M
" 223
219 221 224
15" STORM
MH225
24" STORM
SPEC. "V" DT.
SPEC. "V" DT.
SPEC. "V" DT.
24" STORM
MH220
STORM
15"
LLC
ARS RENTALS,
PEGGY NOEL (WF.)
DON NOEL
VIRGINIA M. SCOTT (WF.)
LESLIE M. SCOTT
BOYD
RONALD KENT
AUDRA W. RAGER (WF.)
RONALD RAGER
RADHAJI, INC.
MARK W. HENDERSON
TWO, LLC
DESPERADO SERIESFRANCENIA A. FORD (WF.)
WILLIAM J. FORD
EX. R/W
EX. R/W
E X
O P
R
W
E
O P
R
W
E
O P
R
W
EX. & PROP. R/W
EX. & PROP. R/W
EX. 20' WATER ESMT.
EX. 15' UTIL. & DRAIN. ESMT.
HOLDINGS, LLC
CEDAR GREEN
LLC
ACQ.
ARNOLD
MAX
1+
P I
S
T A
POE STA 30+90.09
POE STA 61+00.00
PT STA 40+29.55
PI STA 40+17.05
50+00
POB STA 50+00.00
Tan.
90°
Tan.
77°53'52"
STA. 41+00.00
DAWSON SPRINGS RD
US 68 STA. 418+68.01 =
STA. 30+00.00
HILL STREET
US 68 STA. 418+64.03 =
PC STA 40+04.54
E = 0.11'
R = 725.00'
L = 25.01'
T = 12.51'
PI STA 40+17.05
Tan.
96°22'29"
Tan.
80°59'37"
STA. 52+00.00
GLASS AVE
US 68 STA. 421+28.71 =
STA. 60+00.00
WESTSIDE CT
US 68 STA. 421+33.94 =
E = 45.30'
R = 4,600.00'
L = 1285.87'
T = 647.15'
PI STA 420+36.56
E = 45.30'
R = 4,600.00'
L = 1285.87'
T = 647.15'
PI STA 420+36.56
POSTPOST
POST
POST
W E S
T S I D
E
H I L
L
S
T
W V
W V
W V
SI
GN
C.P. M1
C.P. P5C
SI
GN
IP
W V
IP
IP
SS
M
H
W V
IP
SANM
H
IP IP
TB JB
IP
IP
W V
8" VC
6"
US 68 (W. 7TH ST.)
6"
2"
2"
6"
2"
8" VC
8"
8"
1 - STY BRICK
1 - STY FRAME
ASPHALT
G R
A V
E L
A S
P H
A L
T
ASPHALT
G R
A V
E L
ASPHALT
CONCRETE
A S
P H
A L
T
A S
P H
A L
T
G L
A
V
E
8"
8"
#1
#1
#2
#2
#2
#2
15"RCP
15"CMP
15"CMP
15" RCP
15" RCP
#2
#2
W M
W M
W M
W M
W
MW
M
GLM
GVE
GV
TM
H
SIGN
SIGN
Y K(
O
G
N I
R
N
S W
A D
SANM
H
BLOCKS
PARKING
EX. CONC.
BLOCKS
PARKING
EX. CONC.
PROP. R/W
DRAIN. & UTILITIES
PERM. ESMT. FOR
49.50'
+32.31
29.50'
+36.90 29.50'
+81.36
49.50'
+76.68
70'
+08
70'
+97.78TEMP. ESMT.
49.50'
+17
83'
+24.54
66'
+20
66'
+85
80'
+70 76'
+52.77
60'
+43
TEMP. ESMT.
DRAIN. & UTILITIES
PERM. ESMT. FOR
59'
+85
87'
+68.07
TEMP. ESMT.
PROP. R/W
49.50'
+94
49.50'
+58
100'
+50
95'
+06
T E
M P E
S M
T
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
32'LT. 422+27
STATION
ENTRANCES
20' 70 S.Y. LT. 423+43
14' 60 S.Y. LT. 427+87
550.88
DBI TYPE 13 S
545.59
551.02
537.07543.08
DBI TYPE 13 S 547.95
546.41
543.34
DBI TYPE 13 G
546.03
547.03 542.42
540.94
550.88 546.63
546.93 542.68
DBI TYPE 13G 543.57 539.76
541.90 538.65
MH242 537.41
537.50540.50
542.00
DBI TYPE 11
239 542.86 538.28
DBI TYPE 13G
CBI TYPE A-16-2
CBI TYPE A-38-2
CBI TYPE A-24-2
CBI TYPE A-4-2
CBI TYPE A-4-2
PLANS
RIGHT OF WAY
CBI TYPE A-6-2(MOD.)
CONST. 593 S.Y. SODDING
LT. STA. 422+00 TO STA. 428+00
CONST. 552 S.Y. SODDING
RT. STA. 422+00 TO STA. 428+00
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE QUANTITYDEPTH
SP. "V" DT. SOD 1.5' *
* QUANTITY INCLUDED IN THE GENERAL SOD QUANTITY
DITCH CONSTRUCTION LT.
427+22 TO 427+72
JB TYPE B-1
STA. TO STA.
422+68 TO 425+04
CURB CONSTRUCTION LT.
LENGTH (LF)
424+96 TO 425+19
425+04 TO 425+19
TYPE
STD. CURB & GUTTER
425+41 TO 425+55
425+55 TO 425+59
STD. HEADER CURB
STA. TO STA.
422+44 TO 425+18
(SY)
AREA
425+41 TO 425+73
426+50 TO 426+87
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT.
WARNINGS (SF)
DETECTIBLE
427+19 TO 428+00
STA. TO STA.
422+00 TO 422+09
(SY)
AREA
422+39 TO 423+34
423+63 TO 423+81
5' CONCRETE SIDEWALK CONSTRUCTION RT.
7 10
8 20
WARNINGS (SF)
DETECTIBLESTA. TO STA.
CURB CONSTRUCTION RT.
LENGTH (LF)
422+38 TO 422+52
422+52 TO 423+21
TYPE
423+05 TO 423+36 STD. HEADER CURB
422+00 TO 422+10
STD. CURB & GUTTER 69
424+08 TO 424+76
425+07 TO 426+79
427+15 TO 428+00
42 20
37 13
424+07 TO 424+77 103
424+19 TO 424+65
425+05 TO 425+20
423+61 TO 423+84
STD. CURB & GUTTER 46
425+20 TO 426+88
427+00 TO 428+00
STD. HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
STD. CURB & GUTTER
STD. CURB & GUTTER
STD. CURB & GUTTER
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
28'RT. 422+24
STATION
ENTRANCES
24'RT. 423+47
150 S.Y. - CONC. (COMM.)
147 S.Y. - ASPH. (COMM.)
24'RT. 423+96
27'RT. 424+92
176 S.Y. - ASPH. (COMM.)
22'LT. 425+30
24'LT. 426+37
- 109 S.Y. - CONC. (COMM.)
141 S.Y. - ASPH. (COMM.)-
51 S.Y. - ASPH. (RES.)
32 S.Y. - ASPH. (RES.)
BARRIER HEADER CURB
STD. HEADER CURB
STA. TO STA.
CURB CONSTRUCTION LT.
LENGTH (LF)TYPE
425+95 TO 426+25
426+49 TO 426+64
426+49 TO 426+88
427+16 TO 428+00
STD. CURB & GUTTER
STD. HEADER CURB
STD. CURB & GUTTER
STD. HEADER CURB
BARRIER HEADER CURB
426+64 TO 426+91
422+00 TO 422+08 STD. HEADER CURB 12
422+00 TO 422+08 254
422+46 TO 422+68 STD. HEADER CURB
177 S.Y. - ASPH. (COMM.)-
10' MULTI-USE PATH
10' MULTI-USE PATH
EDGE KEY
CONST. 22 L.F.
STA. 80+15.00
25' R
42.50'
+66.81 42.50'
+38.74
10' MULTI-USE PATH
R
42.50'
+31.83
' R
25' R
42.50'
+62.63
5' SIDEWALK
5' SIDEWALK
EDGE KEY
CONST. 19 L.F.
STA. 70+83.07
90°49'59"
87°24'48"
11'11'
9.16' 9.35'
22'LT. 425+85 - 102 S.Y. - CONC. (COMM.)
425+41 TO 425+74 37BARRIER HEADER CURB
STD. CURB & GUTTER
425+59 TO 425+74 22STD. HEADER CURB
425+95 TO 426+25 32BARRIER HEADER CURB
425+96 TO 426+24 4027
P
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STA. 422+00 TO STA. 428+00
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COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
RW REV. NO. 14, DECEMBER 1, 2023
R
25' R
S T
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15" STORM
S T
O R
M
" S
T O
R M
24" STORM
STORM15"
O R
M
15" STORM
S T
O R
M
24" STORM
30" STORM
MH242
236 241
"V" DT.
SPEC.
S T
O R
M
AREA
PAVED
TO DRAIN
GRADE
DEBRA HANCOCK (WF.)
DAN HANCOCK
DEBRA HANCOCK (WF.)
DAN HANCOCK
DEBRA HANCOCK (WF.)
DAN HANCOCK
WENDELL N. JONES
TRUST
CHILTON FAMILY
ANTHONY L. WILLIS
MARK W. HENDERSON
BAILEY E. DAVIE, JR.
EX. R/W
EX. R/W
EX. R/W
EX. & PROP. R/W
EX. & PROP. R/W
EX. & PROP. R/W
EX. 15' UTILITY ESMT.
E X
U T I L I
M T
EX.
5' U
TI
LI
TY
ES
M T.
ACQUISITION LLC
MAX ARNOLD
LLC
ACQ.
ARNOLD
MAX
DALLAS BRAWNER
BRAWNER
DALLAS
POB STA 80+00.00
E = 0.47'
R = 250.00'
L = 30.61'
T = 15.32'
PI STA 70+37.40
90°49'59"
87°24'48"
STA. 70+00.00
WILDWOOD DR
US 68 STA. 427+00.00 =
STA. 81+00.00
MCCARGO LN
US 68 STA. 427+03.35 =
P I
S
T A
A
E = 45.30'
R = 4,600.00'
L = 1285.87'
T = 647.15'
PI STA 420+36.56
PT STA 426+75.27
A
POE STA 71+03.50
P O S T
P O S T
W I L
D W
O
IP
IP
T R A V
IP
IP
IP
IP
US 68 (W. 7TH ST.)
CONCRETE
CONCRETE
GRAVEL
ASPHALT
ASPHALT
2"
2"
6"
6"
6"
G A
S
18"CMP
CONCRETE
G R
A V
E L
A S
P H
A L
T
A S
P H
A L
T
18"CMP
15" RCP
18"CMP
15" RCP
15" RCP
15" RCP
15" CMP
M A R K E R
C O N C
ALUM.
1 - STY
ALUM.
1 - STY 1523
2 - STY BRICK/FRAME
OVERHANG
1 - STY FRAME
A S
P H
A L
T
1 - STY BLOCK
#2603
#1689#2459
#2458
#1610
#2606 #2605
#2604
M C
C A
R G
L N
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M
T E L
JB
T M
H
T M
H
T E L
JB
1 - S
TY BLOCK
1 - STY BLOCK
SIGN
BRICK
1 1/2 - STY
1 - STY FRAME
Mailbox
USPS
PROP. R/W
DRAIN. & UTILITIES
PERM. ESMT. FOR
DRAIN. & UTILITIES
PERM. ESMT. FOR
PROP. R/W
PROP. R/W29.50'
+65.11
49.50'
+73.16
49.50'
+20.38
29.50'
+21.20
DRAIN & UTILITIES
PERM. ESMT. FOR
49.50'
+76.29
49.50'
+62
78'
+68.20
E S
M T
T E
M P
65'
+29 65'
+58
57'
+65
51'
+00 55'
+50 52'
+69
70'
+69
95'
+84
95'
+21
59'
+31
56.10'
+20
TEMP. ESMT.
TEMP. ESMT.
TEMP. ESMT.
52.61'
+20.25
52.56'
+94.42
57'
+94.17
TEMP. ESMT.
48'
+79
48'
+65
37.15'
+7937.12'
+65
FOR DRAIN.
PERM. ESMT.
44'
+77
44'
+91
36.56'
+9136.39'
+77
58'
+00
58'
+00
37.50'
+06 37.50'
+35
FOR DRAIN.
PERM. ESMT.
36.09'
+43 36.04'
+11.01
43'
+09.60 43'
+22
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
CBI TYPE A-4-2
CBI TYPE A-4-2
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
CBI TYPE A-6-2
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
13' 58 S.Y. LT. 428+91
STATION
ENTRANCES
12' 57 S.Y. LT. 430+10
12' 57 S.Y. LT. 431+16
12' 57 S.Y. LT. 431+83
12' 57 S.Y. LT. 432+43
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
24' 51 S.Y. RT. 428+06
STATION
ENTRANCES
12' 38 S.Y. RT. 429+91
12' 44 S.Y. RT. 432+21
24' 51 S.Y. RT. 433+09
541.07 536.82
DBI TYPE 11 539.90 536.98
540.98 536.10
DBI TYPE 11 539.84 536.92
541.03 536.78
DBI TYPE 13S
DBI TYPE 11
MH254 JB TYPE B1 542.09 537.66
DBI TYPE 11 541.99 539.03
542.20 537.62
CBI TYPE A-6-2
DBI TYPE 13S 543.10 538.49
DBI TYPE 13S 543.21 538.23
544.19 537.35
CBI TYPE A-24-2 541.07 535.15
DBI TYPE 13S 540.99 534.42
CBI TYPE A-38-2 541.13 534.23
CBI TYPE A-38-2
CBI TYPE A-38-2
542.43 533.47
544.03 533.09
540.74 537.82
' R
37.50'
+93.65
R 52.50'
+33.22
20' R
37.50'
+38.85
' R
37.50'
+57.17
37.50'
+57.17 2 R
37.50'
+74.27 20 ' R
PLANS
RIGHT OF WAY
CONST. 937 S.Y. SODDING
RT. STA. 428+00 TO STA. 434+00
CONST. 807 S.Y. SODDING
LT. STA. 428+00 TO STA. 434+00
EDGE KEY
CONST. 25 L.F.
STA. 90+84.06
12.19' 12.35'
EDGE KEY
CONST. 22 L.F.
STA. 110+44.91
EDGE KEY
CONST. 23 L.F.
STA. 100+62.45
11.60' 11.64'
11.26 '11.22
FILL EXIST. SINKHOLE (DRYWELL)
STA. 428+14, 47' RT. CAP AND
SAFELOADING
3.6 CY
STA. TO STA.
428+00 TO 432+74
(SY)
AREA
433+08 TO 434+00
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT.
WARNINGS (SF)
DETECTIBLE
STA. TO STA.
428+00 TO 432+77
CURB CONSTRUCTION LT.
LENGTH (LF)
432+97 TO 434+00
TYPE
STD. CURB & GUTTER 294
STA. TO STA.
428+00 TO 428+89
(SY)
AREA
429+25 TO 431+42
431+79 TO 434+00
5' CONCRETE SIDEWALK CONSTRUCTION RT.
33 11
77 11
WARNINGS (SF)
DETECTIBLESTA. TO STA.
CURB CONSTRUCTION RT.
LENGTH (LF)
429+17 TO 431+46
431+76 TO 434+00
TYPE
428+00 TO 428+94
STD. CURB & GUTTER
STD. CURB & GUTTER
STD. CURB & GUTTER
6 S.Y. 4' CONCRETE SIDEWALK
RT. STA. 429+96 TO STA. 430+09 CONST.
STD. CURB & GUTTER 113
10' MULTI-USE PATH10' MULTI-USE PATH
5' SIDEWALK5' SIDEWALK
26 S.Y. - ASPH. (RES.)
14 S.Y. - ASPH. (RES.)
25 S.Y. - ASPH. (RES.)
22 S.Y. - ASPH. (RES.)
37 S.Y. - ASPH. (RES.)
128 S.Y. - ASPH. (RES.)
69 S.Y. - ASPH. (RES.)
108 S.Y. - ASPH. (RES.)
33 S.Y. - ASPH. (RES.)
(R
EM
O V E)
CONCRETE ISLAND (ROSE DR.)
RT. STA. 429+06 REMOVE 7 SY
RW REV. NO. 10, MAY 25, 2023
P
L
CHRISTIAN 2-899.00 R15
STA. 428+00 TO STA. 434+00
w e r In
R o a d s v
.1
.9 .3
E -S
H E
E T N
A M
E
A p ri l
D A
T E P
L O
T T
E D d s ti l
U S
E R
C T
M P \P
W
IS
E \D
S T
IL
\D
M S \R
.D
G N
F
IL
E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
S T
O R
M
S T
O R
M
S T
O R
M
S T
O R
M
15" STORM
S T
O R
M
36" STORM
15" STORM 15" STORM 15" STORM
30" STORM
S T
O R
M
36" STORM
36" STORM
" S
T O R
M
36" STORM
15" STORM
15" STORM
MH254
246 249
EX. R/W
32 41
44 46 47
CYNTHIA L. MATHIS (WF.)
BILLY J. MATHISCHILTON FAMILY TRUST
WENDELL N. JONES
403936
CITY OF HOPKINSVILLE, KENTUCKY
CHRISTIAN COUNTY &
RACHEL ANNE PARRISH (WF.)
ROBERT E. PARRISH
TRUST
THERESA K. BLANE
THE JOHNNY W. AND
JOHNSON RENTALS, LLC
INVESTMENTS, LLC
LAND COMPANY
EDNA JEAN GREEN (WF.)
LUTHER PAUL GREEN
EDNA JEAN GREEN (WF.)
LUTHER PAUL GREEN
(WF.)
EDNA JEAN GREEN
LUTHER PAUL GREEN
KENTUCKY
CITY OF HOPKINS
CHRISTIAN COUN
WOOD MSC, LLC
EX. R/WEX. R/W
EX. R/W
EX. & PROP. R/W
EX. & PROP. R/W
EX. & PROP. R/W
CARRIE A. KUEHL (WF.)
DEAN L. KUEHL
EX. 15' UTILITY ESMT.
CHRISTIAN COUNTY, KENTUCKY (1/2)
CITY OF HOPKINSVILLE, KENTUCKY (1/2)
BRAWNER
DALLAS
1+
POE STA 91+07.73
POE STA 100+77.08
STA. 90+00.00
ROSE DR
US 68 STA. 429+07.74 =
STA. 100+00.00
MARGARET PL
US 68 STA. 431+62.52 =
POB STA 110
+04.
80°35'27"
STA. 111+00.00
WESTWOOD DR
US 68 STA. 432+95.07 =
90°46'42"
88°04'30"
P O S T
P O S T
P O S T
R O
M A
R G
A R
W E S
T W
O
C .P
IP IP
U t il it y
P o le
(1
W V
IPIP IP IP
G A
S
US 68 (W. 7TH ST.)
R C
P
15" CMP
15" RCP
A S
P H
A L
T
CM
P
DRYWELL
15" CMP
15" RCP
1 - STY BRICK
1 - STY FRAME
1 - STY FRAME
1 - STY FRAME
1 - STY FRAME
1 - S
TY FRAME 1502
1 - S
TY FRAME
1 - S
TY B
RICK
A S
P H
A L
T
G R
A V
E L
A S
P H
A L
T
G R
A V
E L
G R
A V
E L
A S
P H
A L
T
1 - STY BLOCK
1 - STY FRAME
1 - STY FRAME
GRAVEL
GRAVELA
S
P H
A L
T
1 - STY FRAME
1 1/2 - STY FRAME
GRAVEL
15" CMP15" RCP15" RCP18" RCP
15" VCP
6" 6"
6"
W M
W M
W M
W M
W M
W M
W M
W M
W M
W M W
M
W M
W M
G V
T M
H
T E L
J B
T E L
J B
S a t e ll it e
D is h
S a t e ll it e
D is h
LANDSCAPING
PROP. R/W
PROP. R/WPROP. R/W
29.50'
+41.48 29.50'
+80.28
49.50'
+31.00
49.50'
+79.46
49.50'
+43.26
TEMP. ESMT.
58'
+00
58'
+00
51'
+50
60'
+80
60'
+05
52'
+30
50'
+95
57'
+15
66'
+23
58'
+30
57'
+30
70'
+38
TEMP. ESMT.
TEMP. ESMT.
71'
+57.86
FOR DRAIN.
PERM. ESMT.
FOR DRAIN.
PERM. ESMT.
52.31'
+79.35
57'
+35.74
60'
+30.48
81'
+50
81'
+00
53'
+17
TEMP. ESMT.
53'
+60
72'
+41
72'
+80
49.50'
+30
TEMP. ESMT.
49.50'
+00
50'
+18
50'
+32
50'
+06
50'
+20 49'
+68
49'
+82
64'
+09.21
55'
+35
60'
+00
60'
+35
DRAIN & UTILITIES
PERM. ESMT. FOR
DRAIN & UTILITIES
PERM. ESMT. FOR
DRAIN & UTILITIES
PERM. ESMT. FOR
FOR DRAIN.
PERM. ESMT.
FOR DRAIN.
PERM. ESMT.
47'
+57
47'
+43
38.14'
+43
38.15'
+57
37.87'
+18
37.93'
+32
37.45'
+06
37.50'
+20
37.36'
+82
37.30'
+68
49.50'
+75
60'
+00
ESMT.
TEMP.
TEMP. ESMT.
52.31'
+35.65
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE QUANTITYDEPTH
SP. "V" DT. SOD 1.5' *
* QUANTITY INCLUDED IN THE GENERAL SOD QUANTITY
DITCH CONSTRUCTION LT.
STA. TO STA. SIZE/TYPE
CHANNEL LINING
TYPE QUANTITYDEPTH
SP. "V" DT. SOD
SP. "V" DT. SOD
1.5'
1.5'
* QUANTITY INCLUDED IN THE GENERAL SOD QUANTITY
DITCH CONSTRUCTION RT.
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
MANHOLE TYPE C
DBI TYPE 11
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
26'RT. 434+28
STATION
ENTRANCES
28'RT. 435+33
CBI TYPE A-38-2 546.12 532.71
MH267 546.75 532.43
546.00 541.39DBI TYPE 13S
CBI TYPE A-38-2
CBI TYPE A-38-2
DBI TYPE 11
531.87545.52
539.55 530.14
542.73 531.52
545.44 541.92
545.52 542.52
42.50'
+24.69
PLANS
RIGHT OF WAY
42.50'
+34.88
25' R
42.50'
+56.51
R
42.50'
+24.69
25' R
436+45 TO 437+45
439+00 TO 439+88
CONST. 882 S.Y. SODDING
RT. STA. 434+00 TO STA. 440+00
CONST. 1,056 S.Y. SODDING
LT. STA. 434+00 TO STA. 440+00
EDGE KEY
CONST. 42 L.F.
STA. 130+13.79
EDGE KEY
CONST. 23 L.F.
STA. 140+78.98
435+90 TO 437+27
277 DBI TYPE 11 537.75 534.50
MH277 MH TYPE C
' R
CONST. 28 S.Y. MOUNTABLE MEDIAN TYPE 3
LT. STA. 437+83.58 TO STA. 437+88.91
10.89' 11.62'
25.30' 19.18'
10' MULTI-USE PATH
10' MULTI-USE PATH
5' SIDEWALK
5' SIDEWALK
STA. TO STA.
(SY)
AREA
435+52 TO 437+54
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT.
WARNINGS (SF)
DETECTIBLE
STA. TO STA.
434+00 TO 435+07
CURB CONSTRUCTION LT.
LENGTH (LF)
435+66 TO 437+60
TYPE
STD. CURB & GUTTER 107
STD. CURB & GUTTER 251
STA. TO STA.
434+00 TO 434+14
(SY)
AREA
434+43 TO 435+18
WARNINGS (SF)
DETECTIBLE
STA. TO STA.
434+00 TO 434+01
CURB CONSTRUCTION RT.
LENGTH (LF)
434+01 TO 434+16
TYPE
STD. CURB & GUTTER
438+00 TO 440+00 STD. CURB & GUTTER 251
438+05 TO 440+00 30
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
26'LT. 435+37
STATION
ENTRANCES
- 115 S.Y. - ASPH. (COMM.)
23 S.Y. - CONC. (RES.)
12' 38 S.Y. RT. 438+84
12' 38 S.Y. RT. 439+99
32 S.Y. - ASPH. (RES.)
16 S.Y. - ASPH. (RES.)
218 S.Y. - ASPH. (RES.)
5' CONCRETE SIDEWALK CONSTRUCTION RT.
434+00 TO 435+21
434+42 TO 434+55
434+42 TO 435+19
434+55 TO 435+06
435+06 TO 435+19
STD. CURB & GUTTER
435+47 TO 435+60
435+60 TO 437+77
438+11 TO 440+00
STD. CURB & GUTTER 204
STD. CURB & GUTTER 127
435+48 TO 437+74
438+15 TO 440+00
STD. HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
BARRIER HEADER CURB
BARRIER HEADER CURB435+47. TO 435+74
CONCRETE ISLAND
LT. STA. 437+89 REMOVE 26 SY
(REMOVE)
(DND)
(DND)
RW REV. NO. 4, NOVEMBER 30, 2022
(D N
D
P
L
CHRISTIAN 2-899.00 R17
STA. 434+00 TO STA. 440+00
w e r In
R o a d s v
.1
.9 .3
E -S
H E
E T N
A M
E
A p ri l
D A
T E P
L O
T T
E D d s ti l
U S
E R
C T
M P \P
W
IS
E \D
S T
IL
\D
M S \R
.D
G N
F
IL
E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
S T
O R
M 15
S T
O R
M
36" STORM
36" STORM
36" STORM
" S
T O
R M
MH267
264 276 ex268
E X
S
T O
R M
S T
O R
M
36" STORM
MH277
SPEC. "V" DT.
SPEC. "V" DT.
SPEC. "V" DT.
TO DRAIN
GRADE
EX. R/W
EX. R/W
CHRISTIAN COUNTY, KENTUCKY
SENIOR HOMES, LLP
HOPKINSVILLE WESTWOOD
KENTUCKY
CITY OF HOPKINSVILLE,
CHRISTIAN COUNTY &
CONSOLATION PROPERTIES, LLC
CONSOLATION PROPERTIES, LLC
CONSOLATION PROPERTIES, LLC
55 56
LEE ANN NAGHTIN (WF.)
RAY NAGHTIN
SENIOR HO
HOPKINSVILLE
RENTALS II, LLC
DONE RIGHT
EX. R/W
EX. R/W
EX. R/W
EX. & PROP. R/W
EX. & PROP. R/W
E
O P
R
W
E
O P
R
W
EX. 15' UTILITY ESMT.
EX. 15' UTILITY ESMT.
EX. 15' U
TILITY ESMT.
EX. 20' UTILITY ESMT.
ALEX LACHMANDAS (SINGLE)
HARSHA LACHMANDAS (MARRIED)
A
P I
S
T A
STA. 140+00.00
DISPOSAL RD
US 68 STA. 437+89.75 =
POE STA 140+78.98
STA. 131+00.00
SENIOR ENTRANCE
US 68 STA. 437+83.24 =
Tan.
90°34'54"
POB STA 130+06.73
Tan.
84°51'46"
E = 7.33'
R = 1,333.00'
L = 279.03'
T = 140.03'
PI STA 436+98.44
A
P O S T
P O S T
J E F F
E
D I S
P O
S
IP
W V
IP
IP
IP
IP
IP
E M
H
W V
W V
US 68 (W. 7TH ST.)
6"
6"
8"
4"
4"
12" CMP
15" CMP
15" CMP
15" CMP
CONCRETE
ASPHALT
ASPHALT
C A
N O
P Y
SIGN
1 - STY ALUM.
ASPHALT
ASPHALT
A S
P H
A L
T
1 - STY FRAME
1 - STY FRAME
1 - STY BRICK
SIGN
W M
W M
W M
W M
P O S T
P O S T
SIGN
SHRUBS
E X
B
R I
K
W
L L
29.50'
+76.16
29.50'
+73.62
29.50'
+58.41
PROP. R/W
PROP. R/W
PROP. R/W
49.50'
+58.41
49.50'
+76.11 51.03'
+11.28 49.50'
+76.88
30.99'
+12.56
60' +00
E S
M T
T E
M P
49.50'
+15
60'
+00
55'
+25
54'
+00
64'
+00
78'
+44
97'
+53
96'
+10
55'
+20
50'
+50
66'
+50TEMP. ESMT.
TEMP. ESMT.
44'
+86
37.01'
+86
PERM. ESMT. FOR DRAIN.
49.50'
+38.36
80'
+80.05
60'
+00
55'
+60TEMP. ESMT.
DRAIN. & UTILITIES
PERM. ESMT. FOR
88'
+11.30
49.83'
+6550.78'
+29
T E
M P E S
M T
64'
+74
64'
+93
TEMP. ESMT.
TEMP. ESMT.
PERM. ESMT. FOR DRAIN. & U
TILITIES
CANOPY REMOVALTEMP. ESMT. FOR
49.50'
+56
72.63'
+56
49.50'
+05
72.76'
+05
49.50'
+57
77'
+09.57
50.93'
+28.11
36.41'
+27.62
T C
H L I N
E
S
T A
M A
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
CBI TYPE A-6-6
CBI TYPE A-4-2
CBI TYPE A-4-2
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
MH294
526.65 522.04
526.91 522.66
526.50 522.10
526.45 519.19
526.62 519.98
CBI TYPE A-47-2
526.00 521.39
526.75 519.75
527.06 518.98
MANHOLE TYPE C 527.09 515.27
526.45 518.75
MANHOLE TYPE C
PLANS
RIGHT OF WAY
42.50'
+49.33
' R
25' R
42.50'
+68.46
DBI TYPE 13-S
MH295 528.53 516.77
306 527.02 519.71
320 DBI TYPE 13-S 524.88 521.42
240 L.F. GUARDRAIL
RT. STA. 448+84 TO STA. 451+15 REMOVE
512 L.F. GUARDRAIL
LT. STA. 446+26 TO STA. 451+17 REMOVE
W/ 1 - GUARDRAIL END TREATMENT TYPE 2A
416.25 L.F. GUARDRAIL - STEEL "W" BEAM (SF)
LT. STA. 447+04 TO STA. 451+17 CONST.
CONST. 174 S.Y. SODDING
RT. STA. 446+00 TO STA. 452+00
CONST. 148 S.Y. SODDING
LT. STA. 446+00 TO STA. 452+00
EDGE KEY
CONST. 31 L.F.
STA. 150+90.00
CBI TYPE A-26-6
CBI TYPE A-16-2
CBI TYPE A-28-6
CBI TYPE A-16-2
MH292 MANHOLE TYPE C
291a DBI TYPE 13-G 526.58 522.70
STA. TO STA.
446+27 TO 446+42
CURB CONSTRUCTION LT.
LENGTH (LF)
446+42 TO 451+04
TYPE
451+04 TO 451+19
451+44 TO 451+59
451+44 TO 452+00
451+59 TO 452+00
STD. HEADER CURB
STA. TO STA.
(SY)
AREA
451+44 TO 452+00
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT.
WARNINGS (SF)
DETECTIBLE
542446+28 TO 451+18
STA. TO STA.
446+00 TO 446+26
(SY)
AREA
446+55 TO 446+85
WARNINGS (SF)
DETECTIBLE
5' CONCRETE SIDEWALK CONSTRUCTION RT.
447+33 TO 447+79 2028
STA. TO STA.
446+00 TO 446+26
CURB CONSTRUCTION RT.
LENGTH (LF)
446+13 TO 446+26
TYPE
446+00 TO 446+13
446+67 TO 446+93
446+55 TO 446+91
447+25 TO 447+67
447+27 TO 447+37
STD. HEADER CURB
447+38 TO 447+80
STD. HEADER CURB
STD. HEADER CURB
STD. CURB & GUTTER
STD. CURB & GUTTER
BARRIER HEADER CURB
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
25'LT. 451+31
STATION
ENTRANCES
- 136 S.Y. - ASPH. (COMM.)
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
28'RT. 446+40
STATION
ENTRANCES
- 202 S.Y. - ASPH. (COMM.)
28'RT. 447+94 -
465 S.Y. - ASPH. (COMM.)
26'RT. 448+57 -
32'RT. 451+63 - 285 S.Y. - ASPH. (COMM.)
448+09 TO 448+43
448+71 TO 451+46
451+80 TO 452+00 10
STA. TO STA.
447+49 TO 447+60
CURB CONSTRUCTION RT.
LENGTH (LF)
448+21 TO 448+31
TYPE
448+08 TO 448+43
448+69 TO 448+98
448+84 TO 451+34
451+08 TO 451+47
STD. CURB & GUTTER
451+79 TO 451+92
STD. HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
BARRIER HEADER CURB
STD. HEADER CURB
451+79 TO 452+00
STD. CURB & GUTTER
STD. CURB & GUTTER
STD. CURB & GUTTER
STD. CURB & GUTTER
BARRIER HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
STD. CURB & GUTTER
BE REMOVED UNLESS OTHERWISE NOTED.
WITHIN THE PROJECT DISTURB LIMITS IS TO
NOTE: THE EXISTING STORM SEWER SYSTEM
158 TONS CH. LIN. CL. III (D=1', T=2')
RT. STA. 450+28 TO STA. 450+80 CONST.
27 TONS CH. LIN. CL. III (D=1', T=2')
LT. STA. 450+42 TO STA. 450+80 CONST.
1+
85°14'55"
(DND)
(DND)
15.03' 15.56'
10' MULTI-USE PATH
5' SIDEWALK
W/ 2 - GUARDRAIL END TREATMENT TYPE 2A
137.50 L.F. GUARDRAIL - STEEL "W" BEAM (SF)
RT. STA. 449+70 TO STA. 451+06 CONST.
P
L
CHRISTIAN 2-899.00 R21
STA. 446+00 TO STA. 452+00
w e r In
R o a d s v
.1
.9 .3
E -S
H E
E T N
A M
E
A u g u s t
D A
T E P
L O
T T
E D d s ti l
U S
E R
C T
M P \P
W
IS
E \D
S T
IL
\D
M S \R
.D
G N
F
IL
E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
50'LT. 446+02 - 105 S.Y. - ASPH. (COMM.) RW REV. NO. 12, AUGUST 11, 2023
S T O R
M
" S
T O
R M
15" STORM
15" STORM
" S
T O
R M
48" STORM
15" STORM
24" STORM
S T
O R
M
24" STORM
S T
O R
M
42" STORM
MH294
MH295
24" STORM
S T
O R
M
48" STORM
MH292
291a 15 " S
T O R
M
24" STORM
EX. R/W
EX. R/W
AFFORDABLE HOUSING OF HOPKINSVILLE, INC.
67 78
KENTUCKY Rx PROPERTIES, LLC
ESCH
DEBORAH L.
AARON PROPERTIES, LLC
LINDA F. COLLEY (WF.)
RONALD E. COLLEY
EX. R/W
EX. & PROP. R/W
EX. R/W
EX. R/W
EX. R/W
TRUST (1/4)
CHARLES PAYNE ESTATE
JOSEPH ANDERSON (3/4)
E S
M T
U T I L I T
Y
EX. 15' UTILITY ESMT.
EX. 15' UTILITY ESMT.
EX. 15' UTILITY ESMT.
EX. 15' UTILITY ESMT.
EX. 15' UTILITY ESMT.
RACHEL COOPER
MOSS ESCH
DEBORAH LOUISE
CHARLES PAYNE ESTATE TRUST (1/2)
SARA ELLEN ANDERSON (1/2)
1+
A
P I
S
T A
1.
EARL DR STA. 150+00.00
US 68 STA. 447+12.16 =
POE STA 151+05.21
85°14'55"
E = 2.52'
R = 2,190.00'
L = 210.15'
T = 105.16'
PI STA 448+71.41
A
P O S T
E A
C .P
C.
P.
BM
ELEV.= 525.98
S A
N M
H S
A N
M H
IP
U t il it y
P o le
(3
O W
N E R
S E R
V
IC
E
P V
C
P V
C
US 68 (W. 7TH ST.)
8" VC
P V
C
2"
2"
8"
4"
15" RCP
1 - STY BRICK
1 - STY BRICK
1 - STY BRICK
I.
E
G
D B I
"S
T E
E L
24" CMP30"CMP
I.
E
T G
D B I
A R
H
U
L V
E R
T 'X
SIGN
1110 - 1112
1 - STY BRICK
6"
1"
1"1"
S I G
N
PROP. R/W
35.50'
+32.05 35.50'
+76.41
PROP. R/W
30.50'
+14.58
30.50'
+76.41 29.50'
+66.25
29.50'
+77.28
49.50'
+25.91 49.50'
+75.94
49.50'
+66.25
29.50'
+31.68
49.50'
+76.41
49.50'
+96.07
DRAIN. & UTILITIES
PERM. ESMT. FOR
DRAIN. & UTILITIES
PERM. ESMT. FOR
106'
+60
86'
+17
51.50'
+32
35.50'
+07 34.50'
+07
42'
+26.45
30.50'
+05.34
29.50'
+05.61
PROP. R/W
53.50'
+67.91
49.50'
+17.16
54'
+17.17
54'
+62
58'
+75.37
ESMT.
TEMP.
PROP. R/W
101'
+22.17
68'
+39
102'
+36
56'
+35
82'
+50
66'
+00
78'
+50 72'
+00
TEMP. ESMT. TEMP. ESMT.
ESMT.
TEMP.
53'
+20 53'
+44
77'
+44 76'
+78
53'
+78
71'
+53
70'
+70
34.50'
+69
34.50'
+52
DRAIN.
FOR
ESMT.
PERM.
68'
+34
68'
+88
34.50'
+28
35.50'
+00
FOR DRAIN.
PERM. ESMT.
75'
+21.78
61'
+63
62'
+54
TEMP. ESMT.
TEMP. ESMT.
TEMP. ESMT.
52.58'
+88.68
43'
+30
35.96'
+30 43'
+41
35.97'
+48
FOR DRAIN.
PERM. ESMT.
52.42'
+92.47
62.36'
87.10
97.71'
+64.89
DRAIN. & UTILITIESPERM. ESMT. FOR
& UTILITIES
DRAIN.FOR
PERM. ESMT.
51.74'
+90.05
Matt.Long Oval
Matt.Long Oval
T C
H L I N
E
S
T A
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA RIGHT
GRATE
TOP OF
NO.
STRUC.
TYPE
STRUCTURE
INVERT
STORM SEWER STRUCTURE DATA LEFT
526.65 522.14
526.42 521.26
526.81 521.73
DBI TYPE 11 526.35 520.78
526.71 520.23
PLANS
RIGHT OF WAY
DBI TYPE 13-S
DBI TYPE 13-S
321 DBI TYPE 13-S 525.28 521.84
527.30 520.44MH310 JB TYPE B-1
CONST. 458 S.Y. SODDING
RT. STA. 452+00 TO STA. 455+68
CONST. 137 S.Y. SODDING
LT. STA. 452+00 TO STA. 455+70
CBI TYPE A-16-6
CBI TYPE A-16-2(MOD.)
528.18 521.41MH314
313 DBI TYPE 13-S 526.68 523.68
527.35 523.29EX322 JB B-1 TOP PHASE
527.30 522.06EX323
JB TYPE B-1
STA 455+52.96, 100.46' RT, EL. 527.33
C.P. M3 - CONC. MON. W/ ALUM. CAP
STA 456+02.11, 838.55' LT, EL. 519.81
C.P. M4 - CONC. MON. W/ ALUM. CAP
526.60 522.37
JB B-1 TOP PHASE
324 DBI TYPE 11
CONCRETE ISLAND
LT. STA. 452+68 REMOVE 4 S.Y.
CONCRETE ISLAND
LT. STA. 453+21 REMOVE 4 S.Y.
CONCRETE ISLAND
LT. STA. 453+75 REMOVE 2 S.Y.
STA. TO STA.
452+00 TO 452+13
(SY)
AREA
452+46 TO 452+99
WARNINGS (SF)
DETECTIBLE
5' CONCRETE SIDEWALK CONSTRUCTION RT.
453+40 TO 453+62 2611
453+84 TO 455+54 47
STA. TO STA.
452+00 TO 452+01
CURB CONSTRUCTION RT.
LENGTH (LF)
452+01 TO 452+13
TYPE
452+00 TO 452+13
452+46 TO 452+58
452+46 TO 453+05
452+58 TO 453+07
453+37 TO 453+50
STD. HEADER CURB
453+49 TO 453+63
STA. TO STA.
452+00 TO 452+88
CURB CONSTRUCTION LT.
LENGTH (LF)
452+00 TO 452+72
TYPE
452+72 TO 452+88 22
STD. HEADER CURB
STA. TO STA.
(SY)
AREA
453+14 TO 453+79
10' CONCRETE MULTI-USE PATH CONSTRUCTION LT.
WARNINGS (SF)
DETECTIBLE
452+00 TO 452+87
STD. HEADER CURB
STD. CURB & GUTTER
BARRIER HEADER CURB
453+81 TO 453+96 43STD. HEADER CURB
453+96 TO 455+71
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
32'RT. 452+30
STATION
ENTRANCES
- 335 S.Y. - ASPH. (COMM.)
19'RT. 453+72 - 108 S.Y. - ASPH. (COMM.)
STD. CURB & GUTTER
STD. CURB & GUTTER
STD. CURB & GUTTER
STD. CURB & GUTTER
BARRIER HEADER CURB
BARRIER HEADER CURB
STD. HEADER CURB
STD. HEADER CURB
ENTRANCE PAVEMENT
PVMT. - 8"
CEM. CONC. ENT.
WIDTH
25'LT. 453+00
STATION
ENTRANCES
30'LT. 453+95 - 536 S.Y. - ASPH. (COMM.)
40'LT. 454+83 -
455+04 TO 455+63
454+11 TO 454+61
STA. TO STA.
CURB CONSTRUCTION LT.
LENGTH (LF)
454+11 TO 454+62
TYPE
454+26 TO 454+47
455+03 TO 455+64
455+19 TO 455+73
22STD. HEADER CURB
STD. HEADER CURB
BARRIER HEADER CURB
STD. CURB & GUTTER
STD. HEADER CURB
STD. CURB & GUTTER
STD. CURB & GUTTER
453+14 TO 453+80
453+29 TO 453+64
453+64 TO 453+80
BE REMOVED UNLESS OTHERWISE NOTED.
WITHIN THE PROJECT DISTURB LIMITS IS TO
NOTE: THE EXISTING STORM SEWER SYSTEM
(DND)
LINE
REMOVE STORM
DNR
STA. 455+74.20
END CONSTRUCTION
STA. 455+52.57
END R/W
EDGE KEY
CONST. 150 L.F.
STA. 455+74.20
67.50'
+21.02
' R
82.50'
+09.35 ' R
DNR
25' R
Tan.
86°33'16"
42.50'
+56.61
25' R
13.00' 13.06'
EDGE KEY
CONST. 26 L.F.
STA. 160+80.19
10' MULTI-USE PATH
5' SIDEWALK
P
L
CHRISTIAN 2-899.00 R23
STA. 452+00 TO STA. 455+74.20
w e r In
R o a d s v
.1
.9 .3
E -S
H E
E T N
A M
E
D e c e m b e r
D A
T E P
L O
T T
E D d s ti l
U S
E R
C T
M P \P
W
IS
E \D
S T
IL
\D
M S \R
.D
G N
F
IL
E N
A M
E
COUNTY OF ITEM NO. SHEET NO.
0' 40' 80'20'
453+14 TO 453+29
RW REV. NO. 14, DECEMBER 1, 2023
S T
O R
M
24" STORM
24" STORM
24" STORM
24" STORM
MH310
S T
O R
M
EX32215
S T
O R
M
S T
O R
M
24" STORM
EX323
MH31418" STORM
S T
O R
M
24" STORM
EX. R/W
TERRY RENTALS, LLC
DAILY STOP, INC.
EX. R/W
KENTUCKY Rx PROPERTIES, LLC
KENTUCKY Rx PROPERTIES, LLC
E
O P
R
W
E
O P
R
W
EX. R/W
EX. R/W
E
O P
R
W
EX. R/W
EX. R/W
JOSEPH A. ANDERSON
E X
' U
T I L I
W
M T
E X
' D
R I V
E W
M T
EX. 20
' UTILITY ESMT.
EX. 15' UTILITY ESMT.
E S
M T
U T I L I T
Y E
X
ACQUISITION LLC
MAX ARNOLD
TRUST (1/2)
CHARLES PAYNE ESTATE
ROBERT PHELPS ANDERSON (1/2)
A
P I
S
T A
POE STA 161+06.72
Tan.
86°33'16"
E = 9.55'
R = 1,333.00'
L = 318.25'
T = 159.89'
PI STA 454+04.06
A
P O
E
S
T A
STA. 160+00.00
WESTGATE DR
US 68 STA. 453+17.21 = W
E S
T G
A
IP
IP
T B
J B
C.P. M3
BM
ELEV.= 526.54
T B
J B
IP
S A N
M H
T B
J
BW
VW
V
S S
M H
US 68 (W. 7TH ST.)
N O
R
N O
R
1 - STY BRICK
1 - STY BRICK
GAS STATION CANOPY
I.
E
.1
.2
D .B .I
"S
T E
E L
18" C
MP
I.
E
1.
.G
.7
D .B .I
I.
E
.2
.3
D .B .I
C M
P
18" CMP
I.
E
1.
.0
D .B .I
18" CMP
I.
E
.0
T O P
E L E V
.4
24" CMP
18"CMP
18"CMP
I.
E
.4
.8
D .B .I
18"CMP
I.E.= 519.70
T.G.=525.43
D.B.I18"CMP
I.
E
.0
T .G
.6
D .B .I
I.
E
1.
.1
D .B .I
18"CMP
"C
M P
"C
M P
"C
M P
12"
1" 1"
8"
W M
W M
G V
T M
H
18"CMP
SIGN
1110 - 1112
1 - STY BRICK
PROP. R/W
DRAIN. & UTILITIES
PERM. ESMT. FOR
PROP. R/W
34.50'
+44.17
49.50'
+32.77 49.50'
+03.50
34.50'
+36.83
45.45'
+51.18
PROP. R/W
PROP. R/W
29.50'
+39.43
ESMT.
TEMP.
70'
+52.57
49.50'
+25
62'
+92
92'
+95
62'
+53 60'
+89
TEMP. ESMT. TEMP. ESMT.
DRAIN. & UTILITIES
PERM. ESMT. FOR
44'
+03.18
29.50'
+99.95
53'
+35
78'
+35
78'
+70
63'
+70
ESMT.
TEMP.
73'
+62
73'
+43
34.50'
+45
34.50'
+64
DRAIN.
FOR
ESMT.
PERM.
59'
+29
59'
+83
53'
+75 53'
+30
TEMP. ESMT.TEMP. ESMT.
82'
+50.53
42'
+3242'
+18
34.50'
+18
34.50'
+32
FOR DRAIN.
PERM. ESMT.
54'
+51.03
34.50'
+28
FOR DRAIN.
PERM. ESMT.
91'
+05.80
53'
+81 53'
+29
53'
+13
59'
+13
53'
+68
59'
+68
53'
+83
89'
+34.82
49.50'
+53.95
29.50'
+53.68
44'
+32.48
49.50'
+63
29.50'
+24.89
PROP. R/W
50'
+52.25
File details come from the government source that posted it. Updated .