04-142.30 AERIALS & PLAN SHEETS.pdf
PDF 2 MB Posted
- Attached to
- Demolition Svcs Taylor Co
- Solicitation number
- RFB 605 2000000563 3
- Issued by
- Simpson County, Kentucky
About this file
This is an aerial and plan sheet document for the Campbellsville Bypass Section 2 (Project 04-142.30) in Taylor County, Kentucky, prepared by the state transportation authority. The project encompasses improvements along multiple roadway segments including Roberts Road, Reids Chapel Road, Catalpha Lane, Wise Road, and Kentucky 1799 (both east and west approaches), with detailed right-of-way plans spanning from station 275+00 to 380+00. The document includes property ownership information for numerous parcels affected by the project, access control points, entrance and construction details, drainage infrastructure specifications, and utility relocations. Plan sheets are dated July 29, 2019, with revisions noted for that date. The project involves multiple temporary and permanent easements for construction, building removals, slope construction, and drainage pond installations across the affected properties.
The document provides comprehensive right-of-way and site improvement details including pipe specifications (ranging from 4-inch perforated pipe to 48-inch pipe), surface treatments, fill-back (F.B.) depths, special roadway details, and fencing requirements (Type 1 woven wire fence with linear footage specifications by location). Horizontal and vertical curve data, station elevations, low wire elevations, and detailed boundary surveys with bearing and distance measurements are included for each property parcel. Access control stations are marked with specific distances (measured in feet and decimal station increments), and entrance construction details specify asphalt pavement square yardages, concrete slope pads, and culvert pipe specifications. The project includes multiple benchmark (BM) locations with recorded elevations for surveying reference, and all affected properties are identified by owner names with parcel designations for tracking right-of-way acquisition requirements.
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Text version
Map to Improvements 04-142.30
Campbellsville Bypass Section 2
P 013 2505 Roberts Road Campbellsville, KY
P 018 2452 Roberts Road
Campbellsville, KY 42701
P 013
P 011
P011 Roberts Road
Campbellsville, KY 42701
P 018
P 019
P 026
P 026
P 027
P 027 Reids Chapel Road
Campbellsville, KY 42701
P 011 Reids Chapel Road
P 026 2090 Reids Chapel Road
P 029 35 Catalpha Lane
P 028 155 Catalpha Lane
P 019 2010 Reids Chapel Road
P 038 444 Wise Road
P 039 296 Wise Road
P 039
0' 100' 200'50'
YEVETTE (WF.)
CLEM HASKINS
KATHY ANN (WF.)
TERRY LEE DOOLEY
SUSAN M. BLEVINS
DENEEN F. HALL
DOROTHY SUE HALL
SHELLY (WF.)
CHRIS BOILS
MARGARET A. (WF.)
JOSEPH L. WRIGHT
YEVETTE (WF.)
CLEM HASKINS
YEVETTE (WF.)
CLEM HASKINS
P
P
P
P
P
P
P
P
YEVETTE (WF.)
CLEM HASKINS
P
P
DRAIN POND
TEMP. ESMT. TO
N 25°02'13" E N 25°02'13" E
SPCL. RDWY. DT.
SURF. DT.
2' F.B.
SURF. DT.
2' F.B
SURF. DT.
2' F.B.
2' F.B. SURF. DT.
SPCL. RDWY. DT.
ENTR. CONST.
TEMP. ESMT. FOR
120'
+40
110'
+00
150'
+90
KATHY ANN (WF.)
TERRY LEE DOOLEY
120'
+40
220'
+75
135'
+25 135'
284+50
120'
285+50
150'
286+20 155'
+75
65'
52+00
SPCL. RDWY. DT.
2' F.B.SURF. DT.
PROP. R/W & A/C
PROP. R/W & A/C
PROP. R/W & A/C
PROP. R/W & A/C
PROP. R/W & A/C
PROP. R/W & A/C
15.11'
47+00
BEGIN ACCESS CONTROL
STA. 54+00 75.00' LT.
" P
IP
E
848.25
O.E.
851.00
I.E.
2' F.B. SURF. DT.
144.55'
+25
120'
+00
150'
+75
S
1°
'2
E
S
'4
E
S
'2
E
PC 47+98.40
PT 49+35.76
P T
52+
88.41
PI 48+68.08
PI 51+95.49
18" PIPE2' F.B. SPCL. DT.
BEGIN ACCESS CONTROL
STA. 47+00 14.89' LT.
END ACCESS CONTROL
STA. 48+10 50.00' RT.
P R
OP
. R
W
P
IP
E
S P
C L
R
D W
Y
D
T
D T .R
D W
Y
S P
C L
D T
S P
C L
R
D W
Y
S U
R F
D T
F B
F B
S
U R F
D
T
F B
S
U R F
D
T
S P
C L
R
D W
Y
D
T
SU
RF.
D
T
2' F .B
P I P
E
849.50
I.E.
844.60
O.E.
ENTR. CONST.
TEMP. ESMT. FOR
55'
+05
55'
+85
38.37'
+75
65'
+95
67.02'
+35.95
89.57'
+04.89
131.47'
+72.48
148.40'
+60.36 146.11'
53+40.75
152.16'
+29.92
104.57'
+41.10
29.47'
+12.29
98.37'
+90.36
48.87'
49+33.67
135'
+66.92
135'
+68.09
P I P
E
85.04'
+24.16
114.11'
+99.57
153.83'
282+77.36
60.78'
+42.20
13.35'
+14.26
21.89'
+46.53
80.76'
+64.59
130.61'
+24.72
142.56'
52+58.22
119.42'
+26.79
60.79'
+18.36
ELEV. 885.70
LOW WIRE
ELEV. 874.11
LOW WIRE
ELEV. 881.53
LOW WIRE
80°
Runout = See X-Sects.
Runoff = Spcl. Trans.
e = 6.00%
E = 7.23'
R = 332.00'
L = 137.37'
T = 69.68'
DELTA = 23°42'22.22" Lt.
P.I. STATION 48+68.08
ROBERTS RD.
Runout = 25.71'
Runoff = 72.00'
Runout = See X-Sects.
Runoff = Spcl. Trans.
e = 5.60%
E = 11.92'
R = 387.00'
L = 189.73'
T = 96.81'
DELTA = 28°05'20.62" Rt.
P.I. STATION 51+95.49
ROBERTS RD.
Bk.
Ahd.
853.50
I.E.
853.00
O.E.
100' Shldr. Taper
100' Shldr. Taper
R
R
R
50'R
285+43.33 - 94' RT.
285+67.32 - 42' LT.
284+45.38 - 30' LT.
284+20.81 - 106' RT.
STA. 50+00 ROBERTS RD. APPROACH
STA. 285+00 MAINLINE =
52' RT.
282+83.10
56' RT.
283+83.10
12' RT.
287+05.61
8' RT.
286+05.61
9'9'
9'9'
PIPE
4" PERF.
PIPE
4" PERF.
PC50+98.68
PIPE
4" PERF.
PIPE
4" PERF.
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - LT.
953275+00 - 284+50
286+20 - 290+00 381
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - RT.
789275+00 - 282+65
285+50 - 290+00 452
HHE 93
102.5'
+25
102.5'
+41.53
PIPE
REMOVE
N 25°02'13" E- 43.09'
1.78
S
°4 7'4
" W
83.47'
N 25°02'13" E 202.6
2' N 15°4
8'25" E
S 27°13'36" E- 41.80'
S 21°12'59" E- 48.49'
S 22°02'03" E- 91.23'
S 24°23'47" E- 27.81'
S 27°39'17" E- 40.49'
S 35°44'25" E- 45.51'
S 49°26'52" E- 68.44'
S 47°11'22" W- 52.28'
S 48°29'36" W- 99.87'
81.90'
+24.11
196.39'
53+55.10 160.31'
281+19.01
E
D
C
B
A
A
114.13'
N 57°16'56" E
B
6.02'
284+04.34
41.05'
284+37.87
C
D
E
F
G
H
F
G
H
M
L
K
J
I
N
O
P
I
298.83'
N 25°02'13" E
S 43°09'02" W
72.53'
S
1° '2
E
.9
1.4
83.08'
N 25°02'13" E
.2
N
°2 '2
W
116.99'
N 14°01'41" W
.3
S
°3
'5
E
109.94'
N 23°54'49" E
S
°2
'2
E
.7
144.27'
S 54°36'53" W
.7
S
°3 '4 E
N
°3
'5
W .6
N 29°21'49" W- 20.83'
J
N 56°49'46" E- 54.74'
K
S 59°30'25" E- 16.92'
L
136.99'
53+55
S 50°26'08" W- 201.96'
M
S 31°15'46" W- 14.73'
N
END ACCESS CONTROL
STA. 54+33.24 86.88' RT.
73.21'
+60.33
21.45'
284+60.63
14.57'
+26.16
S 55°16'45" W- 149.10'
N 22°02'03" W- 20.36'
N 21°12'59" W- 49.85'
N 27°13'36" W- 44.27'
N 30°39'55" W- 136.93'
O
P
Q
R
S
T
Q
R
S
°3 '4 E
1.9
1'
S
N 31°46'29" W- 21.53'
316.53'
N 25°02'13" E
T
79.52'
S 56°49'46" W - 134.27'
261.90'
S 31°15'46" W 375.00'
S 25°02'13" W
N
°3
'2
W
.7
145.11'
N 23°54'49" E
562.75'
N 26°57'27" E
392.48'
S 25°54'17" W 341.32'
S 30°04'45" W
.1
S
°0
'4
E
.0
S
°4 '3
E
W
X
Y
45.74'
+48.18 U
V
U
V
N 47°48'36" W - 105.44'
N 53°39'36" W - 33.40'
W
N 49°26'52" W - 62.20'
X
N 35°44'25" W - 39.78'
100.77'
+47.46Y
N 27°39'17" W - 37.52'
Z
N 24°23'47" W - 26.34'Z
AA
AA N 22°02'03" W - 70.04'
N
°3 '4
W
.6
PLANS
RIGHT OF WAY
MAGNAIL IN ASPHALT32.34' LEFT
BM HHE 93: ELEV. 858.410 STA. 284+54.98,
SUSIE D. (WF.)
DENNIS L. HAYES
268.45'
281+55.38
.4
N
1° '2
W
250.12'
N 57°16'56" E
13X
P
PLAN SHEET
J u ly
D A
T E
P
L O
T T
E j im
U S
E R
S
H E
N A
M E
R
P L
P o w e r
I n
R o a d s v
COUNTY OF ITEM NO. SHEET NO.
TAYLOR 4-142.30 R10
STA. 275+00 TO STA. 290+00 50'SCALE: 1"=
F
W O
R K
T A
Y L
O
C
R
W
P
A N
S
R
V I S I O
N S
R
V
(P
E N
D I N
G
R E
V
G
I L
E S
R
P L
D G
N F I
M
WM
1T
1T
E
E
E
1E
1T
1E
E
E
1E
1E
1.
W E
D E
N S
G E T
A T I O
N
F P
C M P
C M P
WM
WM
C M P
BARN
1 STY. WOOD
SHED
WOOD
BARN
WOOD
1 STY.
BARN
WOOD
1 STY.
GRAVEL
RES.
FR.
1-S
SHED
WOOD
RES.
FR.
2-S
ASPHALT
WELL
CONC.
BR. RES.
1 1/2-S
CONC.
A S P
H A
L T
GRAVEL
SHED
WOOD
RES.
FR.
2-STY.
GRAVEL
G R
A V
E L
GRAVEL
RES.
FR.
1-STY.
SHED
MET.
GRAVEL
RES.
FR.
1-STY.
SYSTEM
SEPTIC
APPROX.
R O
B E R
A D
C M P
" C
M P
" C
P P
P
V C
P V
C
INGRESS & EGRESS EASEMENT
E X
IS
T
R
W E
X
IS
T
R
W
E X I S
T
R
W
I P
I P
I P
I P
I P
I P
I P
I P
I P
E X I S
T
R
W
REVISED PLAN DATE - JULY 29, 2019
shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon
YEVETTE (WF.)
CLEM HASKINS
CHURCH
EASTSIDE BAPTIST
GERALDINE (WF.)
JAMES A. PARRISH
JOYCE COX
LUTHER VEATCHJUDY (WF.)
ROBERT KEARNEY
JOYCE COX
YEVETTE (WF.)
CLEM HASKINS
BETTY SUE MARKSBURY
VONDA (WF.)
TODD REYNOLDS
U/A/D
JANES FAMILY TRUST
U/A/D
JANES FAMILY TRUST
BEVERLY (WF.)
BOBBY SULLIVAN
BEVERLY (WF.)
BOBBY SULLIVAN
P
P
P
P
P
P
P
P
P
P
P
P
P
CHARLES W. WOLFE
P I
N 13°37'45" E
N 1°5 5'13" W
S
1°
'1
E
PC 53+25.33
2' F.B. SURF. DT.
2' F.B. SURF. DT.
SURF. DT.
6' F.B.
SURF. DT.
6' F.B.
2' F.B. SPCL. DT.
SPCL. DT.
2' F.B.
SURF. DT.
2' F.B.
2' F.B. SURF. DT.
18" PIPE
914.35
I.E.
913.80
O.E.
2' F.B. SURF. DT.
SPCL. DT.
2' F.B.
2' F.B. SPCL. DT.
SURF. DT.
2' F.B.
880.25
I.E.
879.65
O.E.
P R
O P . R
W
30" PIPE
99.91'
+10
110'
+60
115'
+80
100'
+50
110'
+50
120'
+00
135'
+50
165'
+50
110'
+50
BLDG. REMOVAL
TEMP. ESMT. FOR
150'
+05
110'
+50
125'
333+75
80'
47+50
90'
+00
75'
+25
125'
+00
117.71'
+18.54
131.92'
+07.96
135'
+50
126.32'
+08.02
PROP. R/W & A/C
PROP. R/W & A/C PROP. R/W & A/C
86.11'
+50
P R
O P . R
C
END ACCESS CONTROL
STA. 46+00 90.00' LT.
BEGIN ACCESS CONTROL
STA. 53+28.55 136.60' LT.
END ACCESS CONTROL
STA. 53+50 70.00' RT.
P
P R
O P . R
C
PROP. R/W & A/C
888.48
O.E.
" P
I P
E
888.90
I.E.
2' F.B.
SURF. DT.
250'
+65
200'
+80
107.38'
+75
PROP. R/W
N
°4
'1
W
N0°29'5 6"W
P C
P T
11+
P I
1.
S
'2
E
S
'5
E
S
'2
E
PC 46+17.34
PT 48+32.33
PI 47+24.86
D T
S P
C L
R
D W
Y
P I P
E
BEGIN ACCESS CONTROL
STA. 51+75 33.37' LT.
END ACCESS CONTROL
STA. 51+75 25.00' RT.
KENDALL
SHERRY
15.00'
+50
ENTR. CONST.
TEMP. ESMT. FOR
60'
+75
75'
+20
S P
C L
R
D W
Y
S U
R
F B
SLOPE CONST.
TEMP. ESMT. FOR
FENCE
END ACCESS CONTROL
STA. 322+25 156.05' LT.
BEGIN ACCESS CONTROL
STA. 322+75 154.10' LT.
120'
+50
& ENTR. CONST.
BLDG. REMOVAL
TEMP. ESMT. FOR
86.78'
+80.76
141.55'
+76.29
135.10'
+83.88 140.19'
+95.42
108.35'
+47.90
55.80'
+81.31
54.28'
+27.49
125.19'
+02.60
134.08'
+53.03
123.63'
+41.87
5.26'
52+08.19
103.34'
+25.23
109.98'
+12.21
56.17'
+16.80
109'
+86.36
14.98'
+77.54
113.93'
+17.58 123.67'
+85.50
16.55'
+60.64
28.90'
+25.91
7.50'
+50.57
11.14'
+87.13
13.21'
+27.02
109.65'
+84.25
235'
+78.46
176.41'
+55.58
15.02'
+77.43
ELEV. 906.42
LOW WIRE
ELEV. 932.51
LOW WIRE
ELEV. 896.43
LOW WIRE
241.91'
+67.41
Runout = 51.53'
Runoff = 51.53' e = R.C.
E = 74.22'
R = 8000.00'
L = 2171.10'
T = 1092.26'
DELTA = 15°32'57.67" Lt.
P.I. STATION 326+30.13
MAINLINE e = N.C.
E = 1.36'
R = 4260.00'
L = 214.99'
T = 107.52'
DELTA = 2°53'29.52" Lt.
P.I. STATION 47+24.86
KY. 1799 WEST
to Curve
90° Tan.
to Curve 97° Tan.
D T
S P
C L
R
D W
Y
STA. 50+00 KY. 1799 EAST APPR.
STA. 322+50 MAINLINE =
R
R
334+70.36 - 94' RT.
334+90.09 - 42' LT.
333+65.03 - 30' LT.
333+51.53 - 106' RT.
323+10.29 - 94' RT.
321+89.80 - 106' RT.
STA. 50+00 CATALPHA LANE
STA. 50+00 KY. 1799 WEST APPR.
STA. 334+23 MAINLINE =
100' Shldr. Taper
52' RT.
320+40.15
56' RT.
321+39.61
100' Shldr. Taper 50'
R
R
R
R28
P
52' RT.
332+09.67
56' RT.
333+09.16
9'9'
11'11'
11'11'
80'
+95
PIPE
4" PERF.
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - LT.
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - RT.
334+60 - 335+00
320+00 - 333+75
320+00 - 321+50
323+50 - 333+80
900.98
I.E.
900.63
O.E.
E = 4.36'
R = 100.00'
L = 58.01'
T = 29.85'
DELTA = 33°14'20.79" Rt.
P.I. STATION 10+71.87
REIDS CHAPEL RD.
P
P
N 10°48'45" E- 418.55'
711.63'
N 10°48'45" E
49.07'
N 10°48'45" E
133.18'
N 26°54'32" E
56.4 4'N 7
°50'2 5" W
.2 1'
S
°3 9' " E
A S 9°56'20" W - 107.27'
A
.9
S
°0 1'18
" W
44°45'58" W
- 182
.98'
S 30°28'54" W - 142.11'
60.69'
S 41°05'27" W
S 14°30'09" E - 12.43'B
B
S 50°37'54" W - 9.86'C
C
138.92'
S 36°00'05" E
.2
N
1°17'0
" E
.4
S
°11 '3 0" E
132.84'
N 80°36'51" W
S
°4
1'4 " W
- 18
.19
115.63'
S 38°00'11" W
439.23'
S 1°39'18" W
S 9°56'20" W- 104.30'
S
°3 0' " E .4
S
1°17'0
" W
- 3
.4 1'
49.7 5'S8°4
9'05 "E
S 50°29'55" W - 15.42'D
D
E
E S 8°49'05" E - 3.21'
S
1°17'0
" W
- 9
.5 ' S 9°58'15" W - 192.77'
N 33°39'00" W - 171.36'G
G
N 67°18'34" E - 130.59'H
H
S 68°04'18" E - 8.46'I
I
S 3°55'58" W - 278.74'
CONST.
SLOPE
FOR
ESMT.
TEMP.
76.26'
51+50
F
F
.3 9'
N
°3 9' " W N
°4 '3
" E
- 2
1.3
76.33' S 1°02'5
0" E
.7
S
°2
'5
" E
43.86'
S 68°04'18" E
S 3°55'58" W - 161.25'
N 33°39'00" W - 6.61'J
J
N 7°50'25" W - 32.51'K
K
133.48' N 0°44'25" E
.2
N
°0
'5
" E
.3
N
°2
'5
" E
S 15°50'40" E - 2.24'
L
N °32 '00
" W
- 2
.89
S
°1 '0
E .9
1' S
°3
1' E
.8
N 0°44'25" E
- 186.56'
2.47'
+75.88 81.87'
S 23°43'28" E
.17
S
°0 '5
E
.1
S
°4
'5
W
N
°3
1'
W
.9
140.83'
+00
L
M S 10°01'10" W - 14.83'
M
N 15°
'40
" W
- 12
0.9 9'
S
°5
'0
E
.4
S 15°
'40
" E -118 .75
S 89°31'53" W - 75.66'N
N
N 87°16'55" W - 55.82'0
S 3°55'58" W - 97.24'P
P
N
°1 '0
W .4
.5
N
°5
'0
W
Q
Q
N 87°43'06" W - 36.66'R
R
S
CH = N 85°30'06" W - 39.84'
R = 515.00'
ARC = 39.85'
CH = N 54°20'59" W - 77.00'
R = 70.00'
ARC = 81.53'
S
543.40' S 1°30'2
2" E
PLANS
RIGHT OF WAY
79.69'
52+77
73.20'
52+71
60'
51+60
DISTURB
DO NOT
T
T
THOMPSON
DAVID T.
F B
S U
R F
D T
18"
PI
PE
19X
P
.4 1'
N
°0 1'18
" E
.8 1'
S
°3 9' " E
7.6
S
°2 '5 " W
248.70'
+72.50
27X
P
168.93'
+93.50
.5
N
°0
'5
" E
.6 6'
N °3 9' " W
N 27°18'10" E - 20.26'
N 25°04'52" W - 49.69'V
U
U
160.41'
+12.26
V
183.18'
+57.40
S
°0
'4
.7
PLAN SHEET
J
D A
T E
P
L O
T T
E
U S
E
S
H E
M E
R
P L
P o w e r
I n
R o a d s v
TAYLOR 4-142.30 R16
STA. 320+00 TO STA. 335+00 50'SCALE: 1"=
W O
R K
T A
Y L
R
A N
S
R
V I S I O
N S
R
V
(P
E N
D I N
G
R E
L
E S
R
P L
D G
N F I
M
M
W M
W M
W
MW
M
W M
W M
W M
W M
2E
T
E
1T
E
1T
2E
T
1E
1E
E
1T
E
1T
E
1T
E
1T
1E
1E
1E
2E
T
2E
T
E1E 1T
1E 1E
1E
883.6
W.E.
885.7
W.E.
POST
P O
S T
P O
S T
P O S T
C A
T A
L P
H
R E
ID
S
C H A P E L
R D
K Y
RES.
FR.
1-S
GAR.
FR.
1-S
SHED
WOOD
G R A V E L
GRAVEL
SHED
WOOD
SHED
MET.
TRAILER
FR.
1-STY.
BARN
METAL
1-STY.
RES.
BR.
1 1/2-SG
R
A V E L
BARN
WOOD
1-STY.
G R
A V
E L
A S P
HA
LT
T R
A I L
E R
S I N
G
D
E
GRAVEL
GAR.
MET.
1-STY.
FR. RES.
2-STY.
GRAVEL
G R
A V
E L
SHED
MET.SHED
MET.
GAR.
MET.
1-STY.
GRAVEL
TRAI
LER
SI
NGLE
WI
DE
T R
A I L
E R
S I N
G
D
E
DECK
WOOD
DECK
WOOD
GRAVEL
SHED
MET.
1-S
SHED/GAR.
MET.
1-S
GAR.
MET.
1-STY.
GRA
V
EL
G R A V E L
W E
L L
B L
K
W E
L L
B L
K
SYSTEM
SEPTIC
APPROX.
SYSTEM
SEPTIC
APPROX.15" C
M P
" C
M P
" C
M P
48" CPP
12" CMP
" C
M P
24" STEEL
" C
M P
" C
M P
" C
M P
P V C
P V C
P V C
SYSTEM
SEPTIC
APPROX.
E X
IS
T
R
W
EX
IS
T
R
W
E X
IS
T
R
W
E X
IS
T
R
W
E X I S
T
R
W
E X I S
T
R
W
I P
I P
I P
I P
I P
I P
I P
REVISED PLAN DATE - JULY 29, 2019
shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon
CHRISTINE (WF.)
FLETCHER WISE
SHARON (WF.)
BILLY REESE
SANDRA SUE (WF.)
JAMES W. SOUTHERN
SANDRA SUE (WF.)
JAMES W. SOUTHERN
LORETTA SULLIVAN
DONNIE LEE UNDERWOOD
VICKI (WF.)
ROGER B. COX
P
P
P
P
UNIFIED CREDIT TRUST
BONNIE C. FORD
P
P
BLDG. REMOVAL
TEMP. ESMT. FOR
DRAIN POND
TEMP. ESMT. TO
PROP. R/W
LUCY FAYE (WF.)
WILLIAM VAUGHN
BLDG. REMOVAL
ENTR. CONST. &
TEMP. ESMT. FOR
R = 75.00'
DELTA = 73°39'52" Rt.
P.I. 200.00' RT.
STA. 376+60
ENTRANCE RT.
170'
+00
98'
+50
105'
+00
160'
+00
133.36'
+20
200'
+20
265'
+40
270'
+40
215'
+30
158.62'
+10
190'
+90
122.13'
+40
180'
+00
109.89'
+55
END ACCESS CONTROL
STA. 376+35 111.81' LT.
BEGIN ACCESS CONTROL
STA. 376+85 106.70' LT.
BEGIN ACCESS CONTROL
STA. 376+85 137.68' RT.
END ACCESS CONTROL
STA. 376+35 144.62' RT.
END ACCESS CONTROL
STA. 365+72.67 145.00' LT.
BEGIN ACCESS CONTROL
STA. 366+25.73 145.00' LT.
PROP. R/W & A/C
PROP. R/W & A/C
PROP.
R/W & A
/C
PROP.
R/W
PROP. R/W & A/C
PROP. R
/W & A/
C
N 55 °31'3
6" W
C S
S T
1.
RDWY. DT.
SPCL.
2' F.B.SPCL. DT.
SPCL. DT.
2' F.B.
RDWY.
D
T.SP
CL.
N
'0
E
N
'0
E
PC 51+94.02
PT 53+35.83
PI 52+65.18
165'
+15
2' F.
B. S
PCL. D
T.
ENTR. CONST.
TEMP. ESMT. FOR
125'
+35 120'
+85
25.73'
+16.24
24.24'
+14.64
26.30'
49+79.21
23.68'
49+80.80
23.36'
51+63.20
26.54'
51+60.02
31.12'
+60.13
18.88'
+59.60
136.36'
+22.38
129.83'
+98.86
96.60'
+45.16
19.68'
+08.74
P
IP
E
SURF. DT.
4' F.B.
DT.
SURF.
2' F.B.
2' F.B.SURF.
DT.
877.00
I.E.
869.00
O.E.
SURF. DT.
2' F.B.3
" P
I P
E
872.00
I.E.
867.00
O.E.
SURF.
D
T.
2' F .B
P I P
E
860.70
O.E.
861.60
I.E.
155'
367+10 101.27'
51+90
110'
52+00
CONST.
ENTR. & SLOPE
TEMP. ESMT. FOR
110'
+35
BEGIN ACCESS CONTROL
STA. 52+00 95.00' LT.
5.88'
+66.09
22.80'
50+57.40
85'
+50
65'
+70
65'
+50
ELEV. 917.27
LOW WIRE
ELEV. 954.17
LOW WIRE
Runout = 25.71'
Runoff = 54.00' e = 4.20%
E = 3.72'
R = 678.00'
L = 141.81'
T = 71.17'
DELTA = 11°59'03.05" Rt.
P.I. STATION 52+65.18
WISE RD.
Runout = 76.74'
Runoff = 164.76' e = 4.29%
Es = 361.54'
R = 3000.00'
Lc = 2642.37'
Ls = 164.45'
Ts = 1598.03'
DELTA = 53°36'22.78" Lt.
P.I. STATION 365+28.64
MAINLINE
to Curve
90° Tan.
R
R
R
R
366+50.21 - 94' RT.
366+52.84 - 42' LT.
365+33.40 - 30' LT.
365+36.01 - 106' RT.1
2 3
STA. 50+00 WISE ROAD APPROACH
STA. 365+93 MAINLINE =
100' Shldr. Taper
12' RT.
368+00.62
8' RT.
367+01.28
15" PIP
E
24" PI
PE
9'
9'
9'
9'
130'
+00
130'
+50
2' F.B. SPCL. DT.
S P C L. D
T
2' F.B
(1.32 CU. YDS. CONC.)
W/ 2 - CONC. SLOPE PAVED HDWLS. CL 1
AND 43 L.F. OF 24" ENTR. PIPE
AND 300 SQ. TDS. OF T.B.B.
WITH 188 SQ. YDS. OF ASPH. PVMT.
RT. STA. 376+60 CONST. 16' ENTRANCE
916.05
I.E.
914.89
O.E.
916.32
O.E. 917.32
I.E.
PIPE
4" PERF.
PIPE
4" PERF.
PIPE
4" PERF.
PIPE
4" PERF.
(0.92 CU. YDS. CONC.)
W/ 2 - CONC. SLOPE PAVED HDWLS. CL 1
AND 38 L.F. OF 15" ENTR. PIPE
WITH 245 SQ. YDS. OF ASPH. PVMT.
LT. STA. 376+60 CONST. 16' ENTRANCE
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - LT.
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - RT.
982367+10 - 376+35
376+85 - 380+00 322
376+85 - 380+00 313
125'
+00
365+00 - 365+72.67
366+25.73 - 376+35
RDWY. DT.
2' F.B. SPCL.
355.28'
N 19°15'50" W
CH = N 62°35'14" E - 59.91'
R = 600.00'
ARC = 59.93'A
A
N 59°43'32" E - 64.60'B
B
CH = N 59°19'49" E - 26.56'
R = 1925.00'
ARC = 26.56'C
C
S 26°48'03" E - 126.90'D
D
E
CH = N 56°35'27" E - 157.49'
R = 1925.00'
ARC = 157.53'
E
F B
S
U R
23.31'
51+63.94 F
N 54°14'47" E - 0.74'F
G
CH = N 60°14'38" E - 141.06'
R = 675.00'
ARC = 141.32'
G
S 30°47'51" E - 147.57'
H
H
I
CH = N 68°22'03" E - 50.08'
R = 675.00'
ARC = 50.09'
I
N 70°29'36" E - 100.04'J
J
N 30°47'51" W - 106.69'K
K
N
°0 '16
" E
- 2
.4
S 41°47'42" E- 513.31'
48.73'
+31.81
N 36°52'10" W - 220.40'
9.52'
+52.82
N 63°
'10" W
- 13
5.0 0'
6.04'
+07.86
N 35°52'10" W - 55.00'L
L
41.27'
+90.54
N 54°52'10" W - 51.00'M
M
18.70'
+57.46
N 75°52'10" W - 39.77'N
N
S 28°40'44" E - 24.22'O
O
.1
N
°1 '3
E
55.80'N 88°04'24" E - P
P
63.42'N 88°43'47" E - Q
Q
.0
S
°2
'3
W
R
CH = S 62°22'11" W - 204.90'
R = 725.00'
ARC = 205.58'
R
26.59'
51+60.76
S
S 54°14'47" W - 0.74'S
T
T
CH = S 55°48'55" W - 102.68'
R = 1875.00'
ARC = 102.69'
N 42°59'43" W- 166.98'
U
CH = S 58°33'18" W - 76.61'
R = 1875.00'
ARC = 76.62'
U
.6
S
°4
'3
W
V
CH = S 62°56'17" W - 61.64'
R = 550.00'
ARC = 61.68'
V
286.63'
N 30°51'34" W
1.4 4'
S ° 5
9' " E
.9
N
° 0
'16
" E
S 46°23'30" E- 226.65'
S
°0 '16
" W
- 2
.3
N 30° 51'34" W- 148.82' 146.9 1'N 5
6°39 '59"
W 226.05'
N 46°24'51" W
48.45'
N 46°24'51" W
N 46°24'51" W - 14.57'W
W
.62'N 5
9°02 '02" W
303.
05'
S 56 °14'2
9" E
68.31'
S 60°01'40" E
S 60°01'40" E - 52.81'Y
Y
S 6 0°01 '40" E- .82'
84.81'
S 28°40'44" E
PLANS
RIGHT OF WAY
HHE 100
IRON PIN & CAP210.28' LEFT
BM HHE 100: ELEV. 899.870 STA. 365+97.75,
EASEMENT
EXIST. 12'
TO VAUGHN
EASEMENT
EXIST.
Z
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
894.3
W.E.
921.2
W.E.
884.8
W.E.
P O S T
P O S T
36" CMP
FR.
WOOD
1 1/2 S
GAR.
FR.
1 S
W I
A S P
H A
L T
PAD
CONC.
GAR.
METAL
POLE
WOOD
COOP
CHICKEN
GAR.
MET.
SHED
METAL
G R
A V E L
D R
IV
E
G R A V E L
D R
IV
E
FR.
1 STY.
BARN
METAL
1 STY.
BARN
METAL
1 STY.
G R
A V
I V
E
BARN
METAL
1 STY.
R
IP
R A P
G R
A V
IV
E
MET.
B
ARN
18" CM
P
18" R
CP
DOUBLE
18" STEEL
P V
C
W M
E
E
2E T
V
E
1T
E
1T
E
1T
1E
1E 1T
1T
V
" P
V C
" P
V C
REVISED PLAN DATE - JULY 29, 2019
PLAN SHEET
J
D A
T E
P
L O
T T
E
U S
E
S
H E
M E
R
P L
P o w e r
I n
R o a d s v
TAYLOR 4-142.30 R22
STA. 365+00 TO STA. 380+00 50'SCALE: 1"=
W O
R K
T A
Y L
R
A N
S
R
V I S I O
N S
R
V
(P
E N
D I N
G
R E
L
E S
R
P L
D G
N F I
M shawna.shuffett Polygon shawna.shuffett Polygon
320+00
325+00
DEBORAH D. COX
AND VICTORY TABERNACLE
OLE GOSPEL BARN
CAROL J. BROWN
AMY E. (WF.)
DANIEL J. STINSON
ALLISON LABOYTEAUX
CHRIS COOKE
YEVETTE (WF.)
CLEM HASKINS
CHARLOTTE (WF.)
LARRY WETHINGTON
DONNA K. (WF.)
DONALD L. CREASON
BETTY ZAHLER
BEVERLY (WF.)
BOBBY SULLIVAN
YEVETTE (WF.)
CLEM HASKINS
0' 100' 200'50'
P
P
P
P
P
P
P
P R
OP
. R
W
P R
OP
. R
W
E X
IS
T . R
W E X
IS
T . R
W
E X
IS
T . R
W E X
IS
T . R
W
CHARLES W. WOLFE
R = 50.00'
DELTA = 35°51'19" Rt.
P.I. 45.31' LT.
STA. 56+88
ENTRANCE LT.
120'
+00
135'
+50
165'
+50
110'
+50
40'
+00
29.60'
+15
44.53'
+50
30.26'
+15
P R
O P . R
C
P R
O P . R
C
END ACCESS CONTROL
STA. 53+50 70.00' RT.
PROP. R/
W & A/
C
P R
O P . R
C
P R
O P . R
C
P R
O P . R
C
BEGIN ACCESS CONTROL
STA. 53+28.55 136.60' LT.
WITH 147 SQ. YDS. OF ASPH. PVMT.
LT. STA. 54+85 CONST. 20' ENTRANCE
F B
S
U R
F B
S
P C
879.65
O.E.
P I P
E
880.25
I.E.
S P
C
F B
F B
S
U R
S U
R
F B
F B
S
U R
S U
R F
D T
F B
N
'17
" W
P C
.0
3PT 11+
00.0
50' R
18.5'
59.25'
11+34.05
35' R
' R
59.25'
11+34.05
0'
11+95
24" P
IPE
2' F.B.SURF.DT
107.38'
+75 200'
+80
235'
+78.46
P R
O P . R
W S 81°28'16" E
P C
P T
.1
P I
R = 50.00'
DELTA = 28°20'23" Lt.
P.I. 38.62' LT.
STA. 54+85
ENTRANCE LT.
R = 100.00'
DELTA = 43°00'11" Lt.
P.I. 59.52' LT.
STA. 53+50
FRONTAGE RD. LT.
' R
F B
S U
R
S U R F
S U R F
SPCL. RDWY. DT.
DT.SP
CL.
RDWY.
" P
IP
E
18" PIPE
" P
IP
E
55'
+50
80'
+00
55'
+15
70'
+15
65'
+25
P
S U R F . 'V ' D
T
S
'5 " E
'V ' D
T
'V
' DT
(11+35, 21' RT.)
I.E. 888.90
(11+35,21'LT.)
O.E. 888.48
+7
1.8
7PI
AND 32 L.F. OF 15" ENTR. PIPE
WITH 95 SQ. YDS. OF ASPH. PVMT.
LT. STA. 56+88 CONST. 14' ENTRANCE
AND 32 L.F. OF 15" ENTR. PIPE
WITH 110 SQ. YDS. OF ASPH. PVMT.
RT. STA. 56+88 CONST. 16' ENTRANCE
K Y
5.26'
52+08.19
123.63'
+41.87
134.08'
+53.03
55.80'
+81.31
108.35'
+47.90
140.19'
+95.42
141.55'
+76.29
135.10'
+83.88
41.42'
+78.90
125.19'
+02.60
110'
+50
117.71'
+18.54
135'
+50
131.92'
+07.96
176.41'
+55.58
54.28'
+27.49
16'
+46.59
66.10'
+30.44
47.05'
+37.12
51.49'
+60.81
36.33'
+60.80
30'
+60.80
47.57'
+45.04
34.86'
+44.19
30.28'
+43.88
STA. 50+00 KY. 1799 EAST APPR.
STA. 322+50 MAINLINE =
241.91'
+67.41
250'
+65
ELEV. 896.88
LOW WIRE
ELEV. 926.40
LOW WIRE
CONST.
ENTR. & SLOPE
TEMP. ESMT. FOR
ELEV. 906.42
LOW WIRE
ELEV. 896.43
LOW WIRE
CONST.SLOPE
FOR ENTR. &
TEMP. ESMT.
Runout = 51.53'
Runoff = 51.53' e = R.C.
E = 74.22'
R = 8000.00'
L = 2171.10'
T = 1092.26'
DELTA = 15°32'57.67" Lt.
P.I. STATION 326+30.13
MAINLINE
13+00 to Curve
90° Tan.
E = 4.36'
R = 100.00'
L = 58.01'
T = 29.85'
DELTA = 33°14'20.79" Rt.
P.I. STATION 10+71.87
REIDS CHAPEL FRONTAGE RD.
OF ASPH. PVMT.
CONST. 14' ENTRANCE WITH 49 SQ. YDS.
FROM STA. 12+30 TO STA. 12+55.65
ALONG REIDS CHAPEL FRONTAGE RD. CENTERLINE
50'
R
R
DT.
SPCL. RDWY.
DT.
SPCL. RDWY.
DT.SPCL. R
DWY.
50+93.77 - 61' LT.
51+05.77 - 61' RT.
11'
11'
Runout = 35.46'
Runoff = 134.75' e = 7.60%
E = 35.33'
R = 417.00'
L = 331.79'
T = 175.24'
DELTA = 45°35'18.61" Rt.
P.I. STATION 55+00.57
KY. 1799 EAST
DESIGN SPEED 35mph
40'
+65
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - LT.
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - RT.
51+34.36 - 53+28.55
51+64.36 - 53+50
OF EDGE KEY
CONST. 18 L.F.
1.98' RIGHT DISC IN CONC.
BM M501: ELEV. 906.600 KY 1799 East 55+18.92, O.E. 900.63 I.E. 900.98
2 - 18" S & F HDWLS.
AND 40 L.F. OF 18" CULV. PIPE W/
WITH 282 SQ. YDS. OF ASPH. PVMT.
LT. STA. 53+50 CONST. 22' FRONTAGE RD.
DISTURB
DO NOT
END ACCESS CONTROL
STA. 322+25 156.05' LT.
F E
N C
E
BEGIN ACCESS CONTROL
STA. 322+75 154.10' LT.
125'
+00
N
°4
'4
E .6
N
°4
'4
E .5
S
°2
'5
W
.1 1'
S
°11'3
" E
- 2
7.4
N 80°36'51" W- 132.84'
S
1° '1
W
.2
49.07'
N 10°48'45" E
.1
N
°5
'3
E
A S 9°56'20" W - 107.27'
.2 1'
S
°3 '0 " E
A
S
°0 1'
W
.9
S
°4 '5
W
.9
B
S 41°05'27" W - 60.69'B
S 14°30'09" E - 12.43'C
C
D
S 50°37'54" W - 9.86'D
.9
S
°0 '0 " E
E
S 54°01'26" W - 32.25'E
N 42°57'52" W - 33.97'F
F
S 88 °41'48
" W - 184.19
S
°0
'1 1" W
.6
76.26'
51+50
S
°5
'2
W
.3
S
1°1 7' " W .4 1'
S 8°49'05" E - 49.75'G
G
S 50°29'55" W - 15.42'H
H
.4
S
°3 '0 " E
.2
N
1°1 7' " E
I
I
S 8°49'05" E - 3.21'
J
J
S
1°1 7' " W -9 .5
S
°5 '11" E
- 2 .73
N
°57'52
" W
- 2
10.2 8'
S 54°04'37" W - 6.34'K
K
S 40°43'55" E - 125.59'L
L
S 32°10'02" E - 79.36'M
M
S 57°57'26" W - 4.59'N
N
N 36°08'01" W - 204.02'
N 33°39'00" W - 171.36'P
P
126.32'
+08.02
N '5
"W
N 67°18'34" E - 130.59'Q
Q
S 68°04'18" E - 8.46'R
R
S
°5
'1
W
.7
S 32°10'02" E - 70.96'S
S
T N 35°52'05" W - 71.12'
T
GERALDINE (WF.)
JAMES A. PARRISH
P
.3
N
°3 '0 " W
S 88°23'54" E - 92.76'U
U
43.86'S 68°04'18" E - V
V
PLANS
RIGHT OF WAY
STA. 58+15
END RIGHT OF WAY
CONST.
FOR SLOPE
TEMP. ESMT.
CHURCH
BAPTIST
EASTSIDE
P
BEVERLY (WF.)
BOBBY SULLIVAN
S 36°18'04" E - 54.20'W
X N 42°57'52" W - 54.61'
W
X
79.69'
52+77
73.20'
52+71
Y
Y
60'
51+60
DISTURB
NOT
DO
18" ENTR. PIPE
83 SQ. YDS. OF ASPH. PVMT. AND 36 L.F. OF
RT. STA. 12+00 CONST. 14' ENTRANCE WITH
REIDS CHAPEL FRONTAGE RD. CENTERLINE
" P
I P
E
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
WM
WM
WM
WM
WM
WM
WM
WM
WM
E
1T
E
1T
2E
1E
1T
1E
1E
1E 1T
E
1T
2E
T
2E
T
1E
1T
1E
1T
1E
1E
E
1T
E
1T
E
1T
1E 1T
1E 1T
E
1T
1E
2E
S D
CEMETERY
S D
M501
906.600
POST
POST
POST
POST
P O
S T
POST
POST
POST
POST
POST
POST
STEPS
R E
ID
S
C
H A P E L
R
D
SIGN
FP
WM
WM
WM
" C
M P
" C
M P
WM
G R
A V
A S P H A L T
SHED
WOOD
RES.
FR.
1-S
SHED
WOOD
G R
A V E L
G R
A V
E L
SHED
WOOD SHED
MET.T
R
A I L
E R
FR.
1-STY.
BARN
METAL
1-STY.
GRAVEL
GRAV
EL
A
SP
HA
LT
G R A V E L
GRAVEL
FR.
1-STY.
POOL
DECK
WOOD
G R A V E L
G R
A V
E L
FR.
1-STY.
CANOPY
ROOF
MET.
SHED
MET.
SHED
MET.
T R A
IL
E R
S
IN
G
ID
E
CARPORT
SHED
MET.
CAMPER
G R
A V
E L
SHED
MET.
GRAVEL
PORT
CAR-
T
RA
IL
ER
SI
NGLE
W
ID
E
DECK
WOOD
PORCH
WOOD
TRAI
LER
SI
NGLE
W
ID
E
PORT
CAR-
T R
A
IL
E R
S
IN
G
E
DECK
WOOD
DECK
WOOD
SHED
MET.
GAR.
MET.
1-STY.
G R A
V E L
G R
A V E L
G R A V E L
G R A
V E L
PORT
CAR-
T R
A
IL
E R
S
IN
G
E
SHED
MET.
HOUSE
BIRD
GAR.
MET.
1-STY.
G R A
V E L
SYSTEM
SEPTIC
APPROX.
GAR.
FR.
1-S
" C
M P
C M P
" C
M P
C
M P
" C
M P
" P
V C
" P
V C
" P
V C
SYSTEM
SEPTIC
APPROX.
P
.4 1'
°0 1' E
SLOPE CONST.
ESMT. FOR
TEMP.
111.8 1'
S
°3 '0 " E
19X
P
JUDY (WF.)
ROBERT KEARNEY
248.70'
+72.50
7.
S
°2 '5 " W
REVISED PLAN DATE - JULY 29, 2019
PLAN SHEET
J
D A
T E
P
L O
T T
E
U S
E
S
H E
M E
R
P L
P o w e r
I n
R o a d s v
COUNTY OF ITEM NO. SHEET NO.
TAYLOR 4-142.30 R28
KY. 1799 EAST
REIDS CHAPEL ROAD 50'SCALE: 1"=
F
W O
R K
T A
Y L
R
A N
S
R
V I S I O
N S
R
V
(P
E N
D I N
G
R E
L
E S
R
P L
D G
N F I
M shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon
BETTY SUE MARKSBURY
VONDA (WF.)
TODD REYNOLDS
SHERRY KENDALL
JOYCE COX
VEATCH
LUTHER
GERALDINE (WF.)
JAMES A. PARRISH
U/A/D
JANES FAMILY TRUST
VANESSA WARREN
U/A/D
JANES FAMILY TRUST
335+0
PT 33
7+08
.97
1°
'1
W
P
P
P
P
P
VONDA (WF.)
TODD REYNOLDS
P
P
P
P
PROP. R/W
E X
IS
T . R
W
E X
IS
T . R
W
EXIST. R/W
EXIST. R/W
PROP. R/W
150'
+05
80'
47+50
110'
+50
125'
333+75
135'
45+70
BLDG. REMOVAL
TEMP. ESMT. FOR
55'
+00
30.36'
+25
29.65'
+25
55'
+00
BEGIN ACCESS CONTROL
STA. 46+20 70.00' LT.
PROP. R/W & A/C
120'
+25
P R
O P . R
C
P R
O P . R
C
P R
O P . R
C
P R
O P . R
C
END ACCESS CONTROL
STA. 46+00 90.00' RT.
86.11'
+50
104.83'
+00
WITH 370 SQ. YDS. OF ASPH. PVMT.
RT. STA. 45+50 CONST. 22' FRONTAGE RD.
' F B
S
U R
' F B
S
U R
' F B
S
U R F
D
T
S P
C L
D
T
' F B
914.35
I.E.
913.80
O.E.
" P
I P
E
' F B
S
U R
' F B
S
P C
S 79°58'50" E
S 82°52'20" E
P C
P T
P I
S 82°52'20" E
60'
+75
75'
+20
ENTR. CONST.
TEMP. ESMT. FOR
PROP. R/W
60.33'
+65
2' F.B. SURF. DT.
2' F.B. SURF. DT.
RDWY. D
T.SPCL.
DT.
SPCL. RDWY.
2' F.B.
SURF. DT.
END ACCESS CONTROL
STA. 51+75 25.00' RT.
15.00'
+50
SPCL. RDWY. DT.
R = 100.00'
DELTA = 58°53'09" Lt.
P.I. 112.47' RT.
STA. 45+50
FRONTAGE RD. RT.
P I P
E
897.00
I.E.
894.70
O.E.
COX
JOYCE
110'
334+60
103.34'
+25.23
109'
+86.36 109.65'
+84.25
56.17'
+16.80
16.55'
+60.64 28.90'
+25.91
11.14'
+87.13 7.50'
+50.57
13.21'
+27.0242.41'
+81.53
2' F.B. SURF. DT.
2.47'
+75.88
73.60'
+63.08
70.93'
+30.5961.86'
+92.06
59.97'
+39.21
19.55'
+91.08
30.80'
+49.83
11.43'
+30.31
29.19'
+50.90
14.98'
+77.54
15.02'
+77.43
115'
+80
123.67'
+85.50
& SLOPE CONST.
BLDG. REMOVAL
TEMP. ESMT. FOR
85'
+00
63.57'
+40
ELEV. 932.51
LOW WIRE
Runout = 51.53'
Runoff = 51.53' e = R.C.
E = 74.22'
R = 8000.00'
L = 2171.10'
T = 1092.26'
DELTA = 15°32'57.67" Lt.
P.I. STATION 326+30.13
MAINLINE
to Curve
97° Tan.
R
R
R
STA. 50+00 CATALPHA LANE
STA. 50+00 KY. 1799 WEST APPR.
STA. 334+23 MAINLINE =
e = N.C.
E = 1.36'
R = 4260.00'
L = 214.99'
T = 107.52'
DELTA = 2°53'29.52" Lt.
P.I. STATION 47+24.86
KY. 1799 WEST
DESIGN SPEED 35mph
11'
9'
9'
11'
R = 25.00'
DELTA = 44°04'45" Rt.
P.I. 45' RT.
STA. 52+06.5
ENTRANCE RT.
R
5 52+32.50 - 24.67' RT.
50+87.32 - 59' LT.
49+49.91 - 61' LT.
49+77.05 - 61' RT.
51+13.71 - 59' RT.
80'
+95
WITH 100 SQ. YDS. OF ASPH. PVMT.
RT. STA. 52+06.5 CONST. 12' ENTRANCE
PIPE
4" PERF.
PIPE
4" PERF.
179.19' LEFT DISC IN CONC.
BM M6: ELEV. 908.735 KY 1799 West 45+77.17, CATALPHA LN.
R 50'
PIPE
REMOVE
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - LT.
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - LT.
51+04.52 - 51+75
CATALPHA LANE
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - RT.
51+19.34 - 51+75
CATALPHA LANE
STATION TO STATION LINEAR FEET
WOVEN WIRE R/W FENCE TYPE 1 - RT.
KY. 1799 WEST
24546+20 - 48+68.01
KY. 1799 WEST
28846+00 - 48+81.55
A S 15°50'40" E - 2.24'
S
°5
'5
" W
- 2
.7
1.3
9'
N °4 5'
" E
S
°5
'5
" W
- 16 1.2
120'
+50
.2 6'
N °0 4' " E
.3 0'
N °2 6'
" E
A
N
1°3
'0
" W
- 2 .8
S 83°17'06" E- 216.91'
S 82°01'35" E- 228.04'
S 87°31'11" E- 135.89'
N
°4
'2
" E
- 18 .5
S 89°4 9'52" W
- 134.18
N 60°46'52" E - 79.72'B
B
S 85°10'16" E - 10.46'C
C
1.8
S
°4 '2
" E
59.17'
S 49°05'59" E
N 84°31'11" W - 152.95'
S 10°01'10" W - 14.83'D
D
93.88'
+79.85
CH = N 51°27'07" W - 22.93'
R = 1030.00'
ARC = 22.93'E
E
85.49'
N 52°05'24" W
53.88'
+04.29
F
CH = N 59°24'09" W - 185.83'
R = 730.00'
ARC = 186.34'
F
N 78°07'54" W- 165.09'
N 61°18'29" W- 79.17'
S 80°59'56" E - 25.90'G
G
H
CH = S 71°42'26" E - 216.35'
R = 670.00'
ARC = 217.31'
H
S °5
'4
"E -118 .7
N 15°50'40" W - 120.99'I
I
S 82°52'04" E - 172.46'
S 89°31'53" W - 75.66'J
J
N 87°16'55" W - 55.82'K
K
S 3°55'58" W - 97.24'L
L
N 82°52'04" W- 172.57' N 83°17'06" W- 250.40'
S 85°10'16" E- 202.13'
N
1°2
'2
" W
- 8 .2
S
1°3
'2
" E
- 5 .4
M
CH = N 85°30'06" W - 39.84'
R = 515.00'
ARC = 39.85'
M
N 87°43'06" W - 36.66'N
N
O
CH = N 54°20'59" W - 77.00'
R = 70.00'
ARC = 81.53'
O
N 20°58'52" W - 36.11'P
P
149.77'
S 69°06'48" E
S 82°01'35" E- 139.30'
78.9 5'N 8
1°49 '45" E
S 59°59'33" W - 62.85'Q
Q
R
R
CH = N 75°25'45" W - 141.70'
R = 730.00'
ARC = 141.92'
N 80°59'56" W - 24.84'S
S
PLANS
RIGHT OF WAY
STA. 41+25
BEGIN RIGHT OF WAY
STA. 52+50
END RIGHT OF WAY
DAVID T. THOMPSON
27X
P
.5 8'
N °0 4' " E
.6
N
°3 '0 " W
168.93'
+93.50
183.18'
+57.40
T N 27°18'10" E - 20.26'
U N 25°04'52" W - 49.69'
T 160.41'
+12.26
.4
N
°4
'2
" E
U
WITH 102 SQ. YDS. OF ASPH. PVMT.
LT. STA. 52+06.5 CONST. 24' ENTRANCE
BEGIN ACCESS CONTROL
STA. 51+75 33.37' LT.
PLAN SHEET
J
D A
T E
P
L O
T T
E
U S
E
S
H E
M E
R
P L
P o w e r
I n
R o a d s v
COUNTY OF ITEM NO. SHEET NO.
TAYLOR 4-142.30 R30
KY. 1799 WEST & CATALPHA LANE
STA. 41+50 TO STA. 52+30 50'SCALE: 1"=
F
W O
R K
T A
Y L
R
A N
S
R
V I S I O
N S
R
V
(P
E N
D I N
G
R E
L
E S
R
P L
D G
N F I
M
885.7
W.E.
M6
908.735
POST
K Y
SIGN
TV JB
24" STUMP
15" CMP
18" CMP
12" CPP
" C
M P
A S P
H A L T
FR. RES.
2-STY.
G R
A V
E L
GRAVEL
SHED
MET.
SHED
MET.
GRA
V
EL
TRAILER
SINGLE WIDE
TRAI
LER
SI
NGLE
WI
DED
E C
K W
O O
D
DECK
WOOD G
R
A V
E L
SHED
MET.
1-S
A S P
H A
L T
GAR.
MET.
1-STY.
G R
A V E L
G R
A V E L
A S P
HA
LT
A S P
H
RES.
FR.
1-STY.
ASPHALT
RES.
FR.
1-STY.
BARN
WOOD
1-STY.
GRAVEL
WELL
BLK.
WELL
BLK.
SYSTEM
SEPTIC
APPROX.
SHED/GAR.
1-S MET.
C M
P
C
M P
" C
M P
15" CM
P
C M
P
SYSTEM
SEPTIC
APPROX.
4" PVC
" P
V C
WM
WM
W M
WM
E
1T
E
1T
1E
1E
E
1T
2E 1T
2E 1T
2E 1T
2E 1T
1E
1E
E
1T
2E 1T
IP
IP
IP
IP
REVISED PLAN DATE - JULY 29, 2019
shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon shawna.shuffett Polygon
| R1A |
| R01000PL |
| R01600PL |
| R02200PL |
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| R02800PL |
| R02900PF |
| R03000PL |
| R03800RW |
| R03900RW |
| R04100RW |
| R04300RW |
| R04400RW |
| R04700RW |
| ADP83C7.tmp |
| MEMORANDUM |
File details come from the government source that posted it. Updated .