-
KTC 04 03 04
15+00
25
+00
20
+00
30
+00
35
+00
40
+00
45
+00
50
+00
55
+00
PO
B
ST
A 11
+33.46
N 80°39’19" W
L
MA
TC
HLI
NE
ST
A
55
+0
0
L LL
S7°53’11"E
PI 21+
61.61
N70°08’45"W
N80°39’19"W
S79°58’04"E
SOUTHBOUND
B KY 841L
SB
KY 841
10+00
RAMP TO I-71
B KY 841L
L
BEGINNING TO STA 55+00
SB
KY 841
5+00
EAST (X)NORTH (Y)
POINT
ELEV. (Z)
STATION and OFFSETDESCRIPTIONState Plane CoordinatesProject
Coordinates =
KDOH MONUMENT
KDOH MONUMENT
POE
PT
PI
PCC
PI
PC
POB KY 841 RAMP TO I-71
KY 841 RAMP TO I-71
KY 841 RAMP TO I-71
KY 841 RAMP TO I-71
KY 841 RAMP TO I-71
KY 841 RAMP TO I-71
KY 841 SOUTHBOUND
POE
PT
PI
PC
POB
KY 841 RAMP TO I-71
POB 11+33.46300300.6315 1256209.3608
04-03-03
KDOH MONUMENT
KTC 04 03 05
KTC 04 03 04
KTC 04 03 03
631.30
633.83
679.73
301095.1500
300873.6700
299726.5000
1251992.3900
1253325.7500
1257894.8400
54+23.48, 99.25 Right
40+71.85, 97.22 Right
23+62.27, 612.47 Left Ramp
0’ 400’ 800’200’
SUBJECT TO CHANGE
PRELIMINARY
KTC 04 03 05
KY 841
COORDINATE CONTROL POINTS
POE 2
4+67.2
3
PT 24
+42.19
PC
C 18
+31.
84
RA
MP
20+00
RA
MP
15+00
RA
MP
10+00
PC 10
+34.19
B
KY 841
RA
MP
TO I-71
PO
B
ST
A 10
+00
61.
3’
LT !
KY 841
ST
A 11
+33.46
=
BEGIN CONSTRUCTION
STA 24+42.19
B KY 841 RAMP TO I-71
299465.4460
299490.2555
299816.9035
299973.3082
300164.0889
300234.1604
300240.1155
24+67.23
24+42.19
21+61.61
18+31.84
14+36.43
10+34.19
10+00.00
1257322.2860
1257318.8494
1257273.6016
1256983.2849
1256629.1601
1256233.0646
1256199.4020
SB
KY 841
PO
E S
TA 11
+33.46
13.3’
LT !
KY 841
ST
A 11
+33.46
=
PO
B 0
+99.72
PC 4+49.80
PI 7
+71.
69
PT 10
+91.
78
11+33.46
10+91.78
7+71.69
4+49.80
0+99.72
300287.4785
300280.7113
300228.4440
300119.1204
300000.2240
1256207.1960
1256248.3197
1256565.9419
1256868.7027
1257197.9740
Runout = N/A
Runoff = N/A
e = N/A
E = 14.77
R = 3500.00
L = 641.98
T = 321.89
= 10°30’34" LT
PI STA 7+71.69
PROPOSED B KY 841 SB
Runout = 67
Runoff = 120
e = 3.6%
E = 32.15
R = 2500.00
L = 797.66
T = 402.25
= 18°16’51" RT
PI STA 14+36.43
PROPOSED B KY 841 RAMP TO I-71
Runout = N/A
Runoff = 267
e = 8.0%
E = 78.87
R = 650.00
L = 610.35
T = 329.77
= 53°48’02" RT
PI STA 21+61.61
PROPOSED B KY 841 RAMP TO I-71
PI 14
+36.43
S61°41’13"E
S61°41’13"E
! KY 841
KY 841 SOUTHBOUND
KY 841 SOUTHBOUND
KY 841 SOUTHBOUND
KY 841 SOUTHBOUND
SHEETS FOR ROW INFORMATION
SEE ROW B COORDINATE CONTROLL
area.
average Grid Factors from the Primary Survey Control over the
project
The project Grid Factor is 1.000057632 and was obtained by using
the
.US Survey Feetin
Coordinates are based on State Plane Coordinate System North
Zone and
and adjusted to the National NAD83/FBN System.
Coordinates for horizontal control were obtained from GPS
methods
COORDINATE SYSTEM
for this project. The location of the Benchmark is as
follows:
The Elevation used for this mark is 470.38 and is the basis of
elevation
Elevations were derived from NGS/USGS Vertical Control Mark "V
49".
BASIS OF ELEVATIONS
Stability uncertain.
69 degrees 46.49’. Note--Disc is set in concrete of unknown
depth.
35.07’, 5/8 inch rebar with plastic cap marked "LEIGH LS1776" at
mag az
tower at mag az 235 degrees 45.08’, metal signal post at mag az
311 degrees
corner of brick tower at mag az 251 degrees 43.60’, southeast
corner brick
centerline of intersection of tracks at mag az 345 degrees
62.89’, northeast
west 35.07’, Centerline of Industrial Boulevard at mag az 60
degrees 172.41’,
switch guide base on LNI railroad. Centerline of LNI railroad
tracks are
to old brick tower and station on right. Station is set flush in
concrete
Boulevard. Across first set of RR tracks then turn southwest
onto gravel road
Albany Pike. Then 0.1 mile to Industrial Boulevard. Then south
on Industrial
to Charlestown/New Albany Pike. Then, southeast on
Charlestown/New
railroad line. From S.R. 131 and I-65 (Exit 4), go 0.2 mile east
on S.R. 131
Monument "V 49" is about 3.2 miles north of Clarksville, IN on
the LNI
KY 841 COORDINATE CONTROL SHEET
January
27, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R30000
CC.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R300
-
KTC 04 03 09
KTC 04 03 08
!
US 42
L! KY 841
! KY 8
41
! KY 841
B RAMP A
LOJIC STA 024
HHE 407
HHE 409
HHE 406
HHE 405
HHE 404
HHE 403
HHE 402
HHE 401
POE 58+00.00
B RAMP BL10+19.12
PC
WPBR
45+00
WPBR
50+00
WPBR
55+00
MA
TC
HLI
NE
ST
A
55
+0
0
N53°47’11"
E
MA
TC
HLI
NE
ST
A
115
+0
0
PI 10
+73.76
S41°12’49"E
(SEE TUNNEL PLANS)
PI 42+50.00
AZI024-2001
S71°46’37"E
SUBJECT TO CHANGE
PRELIMINARY
0’ 400’ 800’200’
!
US 42
55+00
60
+00
65+00
70
+00
75
+00
80
+00
85
+00
90
+00
95
+00
100
+00
105+00
110+00
115+00
PC 56
+51.
54
PC
C 10
3+03.03
PI 80
+18.45
PI 113+91.
43
PI 39
+29.87
PT 31+
37.93
PO
B 25
+79.96
PC 36
+00.89
PT 42+49.35
PC 29
+35.21
PT 20
+47.60
PI 16
+56.92
PC 12
+59.14
PI 36
+08.57
PO
E 42
+80.00
15+13.62
PO
E
11+25.80
PT
SB TUNNELNB TUNNEL
N80°39
’19"W
N54°31’36"W
N54°31’36"W
N60°50’40"W
N57°41’47"W
N81°3
0’48"W
S81°3
1’16"E
S62°46’35"ES70°16’39"E
PI 28
+59.02
Runout = 121
Runoff = 127
e = 2.1%
E = 271.02
R = 10200.00
L = 4651.49
T = 2366.91
= 26°07’43" RT
PI STA 80+18.45
PROP KY 841
Runout = 121
Runoff = 132
e = 2.19%
E = 60.87
R = 9700.00
L = 2167.72
T = 1088.39
= 12°48’15" RT
PI STA 113+91.43
PROP KY 841
Runout = 60
Runoff = 63
e = 2.1%
E = 22.05
R = 10271.90
L = 1344.79
T = 673.36
= 7°30’04" LT
PI STA 36+08.57
RAMP B
Runout = 72
Runoff = 158
e = 4.4%
E = 32.61
R = 2410.00
L = 788.45
T = 397.78
= 18°44’41" RT
PI STA 16+56.92
RAMP B
Runout = N/A
Runoff = N/A
e = NC
E = 7.33
R = 200.00
L = 106.69
T = 54.64
= 30°33’48" LT
PI STA 10+73.76
PROP SPRINGDALE RD
Runout = N/A
Runoff = N/A
e = NC
E = 0.86
R = 200.00
L = 36.92
T = 18.51
= 10°34’41" LT
PI STA 9+27.97
PROP OLDE CREEK WAY
PI
9+27.97
S25°43’16
"E
S36°17’57"E
PT 9+46.38
PC 9+09.45
PO
B 8+21.05
POB 40+89.63
N52°33’2
4"E
B STA 35+60.84 RAMP B
! STA 49+26.55 WOLF PEN BRANCH RD=
! STA 50+05.29 WOLF PEN BRANCH RD
! STA 82+75.83 KY 841 =
! STA 10+00.00 SPRINGDALE ROAD
! STA 47+60.00 WOLF PEN BRANCH RD=
! STA 10+00.00 OLDE CREEK WAY
! STA 52+44.17 WOLF PEN BRANCH RD=
SEE SHEET R301A FOR COORDINATE INFORMATION
NOTE:
PEN BRANCH
! WOLF
L
! OLDE CREEK WAY
RA
MP
B40
+00
RA
MP
A
30
+00
RA
MP
A
35
+00
RA
MP
B
30
+00
RA
MP
B
20
+00
RA
MP
B
25
+00
RA
MP
B15
+00
RA
MP
A40
+00
RA
MP
A45+00
RA
MP
B35
+00
! SPRINGDALE RD
D
PI STA 42+50.00
WOLF PEN BRANCH ROAD
= 1°13’47" LT
PC 19+49
.47
PT 23+1
7.73
PC 27+7
3.19
PI 21+33
.60
PI 3
6+56.9
9
N16
°32’0
5"E
N15
°12’5
8"E
N19°19’0
2"W
(EXIST)
US 42
20+00
(EXI
ST)
US 4
235+0
0
(EXIST
)US 42
30+00
(EXIST)
US 42
25+00
SP
RIN
GD
AL
E15
+00
L
L
B RAMP B POB STA 10+00.00
! US 42 (EXIST) STA 25+51.96 =
B RAMP A POE STA 50+00.00
! US 42 (EXIST) STA 26+51.36 =
Runout = 60
Runoff = 63
e = 2.1%
E = 3.83
R = 10155.45
L = 557.97
T = 279.06
= 3°08’53" RT
PI STA 28+59.02
PROP RAMP A
Runout = 60
Runoff = 180
e = 6.0%
E = 34.31
R = 1560.00
L = 648.47
T = 328.98
= 23°49’01" LT
PI STA 39+29.87
PROP RAMP A
SHEETS FOR ROW INFORMATION
SEE ROW B COORDINATE CONTROLL
KY 841 COORDINATE CONTROL SHEET
January
27, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R3010
0C
C.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R301
STA 55+00 TO STA 115+00
-
COORDINATE CONTROL POINTS
POINT STATION and OFFSETDESCRIPTIONState Plane
CoordinatesProject Coordinates =
US 42 - KDOH MON
KY 841 - LOJIC MON
US 42 - KDOH MON
302679.3109
301756.5068
301255.6531
301058.7014
1247265.5970
1249301.0154
1250405.7429
1251602.6084
PI
PCC
PI
PC KY 841
KY 841
KY 841
KY 841 104+48.98
82+14.14
70+15.13
58+02.17
302930.7348
302920.1012
302909.5136
302612.5352
302372.6160
302133.8487
1247221.4721
1247235.4166
1247249.3961
1247641.5183
1248070.9306
1248498.2811KY 841 SB
PT
PI
PCC
PI
PC
POB
KY 841 SB
KY 841 SB
KY 841 SB
KY 841 SB
KY 841 SB 106+00.00
105+82.47
105+64.93
100+74.62
95+82.73
90+93.20
RAMP B
RAMP B
RAMP B
RAMP B
RAMP B
RAMP B
RAMP B
WOLF PEN BR
WOLF PEN BR
POE
PT
PI
PC
POB
15+13.63
11+25.80
10+73.76
10+19.12
10+00.00SPRINGDALE RD
SPRINGDALE RD
SPRINGDALE RD
SPRINGDALE RD
SPRINGDALE RD
OLDE CREEK WAY
(Y)
NORTH
(X)
EAST
(Z)
ELEV.
RAMP A
RAMP A
RAMP A
RAMP A
RAMP A
RAMP A
RAMP A
OLDE CREEK WAY
OLDE CREEK WAY
OLDE CREEK WAY
OLDE CREEK WAY
KY 841
KTC 04 03 09
KTC 04 03 08
STA 024
AZI024-2001
HHE 409
HHE 407
HHE 406
HHE 405
HHE 404
HHE 403
HHE 402
HHE 401
303177.7800
302245.6300
302379.2600
301960.0400
303501.8048
303999.9939
303314.8300
302451.4405
302036.0991
302793.7001
302337.5394
302168.7353
1246858.4900
1246765.9000
1248115.0700
1249009.6000
1247067.6312
1247032.6954
1247062.4337
1246854.3552
1246687.5826
1247618.0661
1247927.2409
1248363.0942
575.14
587.40
604.04
631.53
598.80
572.63
590.40
566.50
594.31
600.17
606.87
604.50I.P. W/STAMPED ALUM. CAP
I.P. W/STAMPED ALUM. CAP
I.P. W/STAMPED ALUM. CAP
I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
301448.1883
301569.4663
301586.5547
301627.6618
301642.0441
1249515.7396
1249147.3700
1249095.4657
1249059.4618
1249046.8650
SUBJECT TO CHANGE
PRELIMINARY
KY 841 COORDINATE CONTROL SHEET
January
27, 2012
DA
TE P
LO
TT
ED:
dwrig
ht
US
ER:
T:\18
65-
DESIG
N\
CO
NT
RA
CT
PL
AN
SE
T\
RO
AD
WA
Y\
PL
AN
SE
T\
PL
AN
&
PR
OFIL
E\
R3010
AC
C.
DG
NFIL
E
NA
ME:
E-S
HE
ET
NA
ME:
Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R301A
STA 55+00 TO STA 115+00
302790.7653
302679.9868
302631.4361
302455.6251
302208.2191
302059.0908
301923.1401
50+00.00
42+49.35
39+29.87
36+00.89
31+37.93
28+59.02
25+79.96
1246850.0017
1247592.4282
1247917.8107
1248195.8782
1248587.1824
1248823.0479
1249066.7469
42+80.00
36+08.57
29+35.21
20+47.60
16+56.92
12+59.14
10+00.00
301474.2596
301701.4940
302009.5304
302415.5838
302597.5550
302656.2054
302694.4143
1249849.1673
1249215.3132
1248616.5477
1247827.2556
1247473.5375
1247080.1040
1246823.7946
POE
PI
PC
PT
PI
PC
POB
POE
PT
PI
PC
PT
PI
POB
30+34.92, 81.69 Left
21+04.10, 63.35 Right
95+52.21, 0.06 Left
85+62.82, 58.02 Right
33+80.14, 89.95 Right
38+66.02, 71.57 Right
31+99.40, 100.45 Right
23+25.08, 93.26 Right
18+81.56, 47.16 Right
101+97.35, 76.11 Right
96+89.33, 134.12 Left
92+32.66, 56.37 Left
WOLF PEN BR
POE
PI
POB
302256.4739
301340.7372
301243.2342
1249885.9577
1248635.3870
1248508.0582
58+00.00
42+50.00
40+89.63
10+00.00
9+46.38
9+27.97
9+09.45
8+21.05
1249438.1734
1249406.4278
1249395.4670
1249387.4317
1249349.0682
301928.5816
301971.7991
301986.7209
302003.4012
302083.0392
POE
PT
PI
PC
POB
SHEETS FOR ROW INFORMATION
SEE ROW B COORDINATE CONTROLL
-
KTC 04 03 13
155
+00
120
+00
130
+00
135
+00
140
+00
145
+00
150
+00
160
+00
165
+00
HHE 408
N 41°43’21" W
125
+00
115
+00
ACCESS ROAD
! EMERGENCY
ST
A 16
6+00
MA
TC
HLIN
E
MA
TC
HLI
NE
ST
A
115
+0
0
! SHARED USE PATH
EA
R40+00
EA
R
45+00
S48°16’3
9"W
PI 4
8+65.8
7
N32°00’22"W
PI 43+42.59
N89°39’2
0"W
44+61.
11
PT
PI 4
0+27.01
SU
P50
+00
SU
P
55+00
SU
P60
+00
SU
P
65+00
S85°17’5
5"W
N61°0
2’37"W
49+60.15
PT
PC 41+
99.5
0
PT 40+96.2
2
PC 46
+64.28
! RIVER ROAD STA 51+12.35
! SHARED USE PATH STA 46+61.00=
! EMERGENCY ACCESS ROAD STA 39+06.39
! RIVER ROAD STA 54+65.00 =
KTC 04 03 10
POB 41+
51.85
PC 41+
74.0
4
PT 43+97.2
7
PT 53+39.88
PC 54+85.22
PT 58+29.92
POE 58+90.62
PI 42+85.8
0
PI 5
1+73.4
1
PI 56+57.71
PI 48+64.3
4
N6°51’3
4"E
N0° 2
0’58"E
! RIVER ROAD STA 50+00.00
! KY 841 STA 148+48.09 =
39+55.15
PC
N46°57’14"E
N62°42’43"W
N6°51’34"E
S30°30’19"W
! RIVER ROAD
45+00
50+00
55+00
PC 47+79.0
3
PC 49+86.05
PT 49+49.4
6
N52°35’48"E
S58°57
’07"E
PC 19
+62.4
9
PT 19
+97.5
8 POE 19+98.71
PC 18
+58.79
PI 19+09.48
PI 19+80.
14
N45°43’49"E
PO
B 17
+81.
22
PT 19
+38.0
1
N30°15’46"E
! ACCESS ROAD
18+00
TS 4
7+54.
31
PT 4
7+07.14
SC 48+04.31
46+78.45
PC
CS 49+08.69
ST 49+58.69
PI 48+77.61
49+89.63
TS
50
+89.63
SC
PI 53
+31.
51
PI 63
+91.
39
SS 60
+84.46
PI 58
+73.43
CS 59
+81.
48
SC 57+67.36
55+58.60
CS
56
+47.58
SS
61+
63.21
SC
N17°50’25"WN52°
50’22"W
N24°08’51"W
PI 46+94.00
!
U.S.42
SUBJECT TO CHANGE
PRELIMINARY
N41°43’21"W
L
! KY 841
! SHARED USE PATH STA 47+55.76
! KY 841/ROW B KY 841 STA 149+19.31=
STA 50+00.00
! EMERGENCY ACCESS ROAD
! KY 841 STA 158+50.90 =
PT 12
4+70.76
Runout = 121
Runoff = 132
e = 2.19%
E = 60.87
R = 9700.00
L = 2167.72
T = 1088.39
= 12°48’15" RT
PI STA 113+91.43
PROP KY 841
Runout = 23
Runoff = 23
e = 2.00%
E = 8.49
R = 300.00
L = 141.08
T = 71.87
= 26°56’37" LT
PI STA 40+27.01
Runout = 23
Runoff = 23
e = 2.00%
E = 36.77
R = 260.00
L = 261.60
T = 143.08
= 57°38’58" RT
PI STA 43+42.59
Runout = 23
Runoff = 23
e = 2.00%
E = 93.70
R = 170.00
L = 295.86
T = 201.58
= 99°42’59" LT
PI STA 48+65.87
EMERGENCY ACCESS ROAD
ACCESS ROAD
Runout = N/A
Runoff = N/A
e = 2.00%
E = 21.20
R = 50.00
L = 79.22
T = 50.69
= 90°47’06" LT
PI STA 19+09.48
Runout = N/A
Runoff = N/A
e = 2.00%
E = 1.19
R = 130.00
L = 35.09
T = 17.65
= 15°28’03" RT
PI STA 19+80.14
Runout = N/A
Runoff = 119.78 102.98
e= 2.00%
E= 21.75
R= 650.00
ST= 39.96 34.35
LT = 79.89 68.67
s = 5°16’45" 4°32’19"
Lc = 214.12
Ls = 119.78 102.98
Ts = 225.85 218.39
= 28°41’31" LT
PI STA 58+73.43
Runout = N/A
Runoff = 100.00 88.98
e= 2.00%
E= 47.85
R= 875.00
ST= 33.34 29.67
LT = 66.68 59.33
s = 3°16’27" 2°54’48"
Lc = 468.97
Ls = 100.00 88.98
Ts = 341.88 336.67
= 36°53’46" RT
PI STA 53+31.51
Runout = N/A
Runoff = 78.75
e= 2.00%
E= 41.41
R= 850.00
ST= 26.25
LT = 52.50
s = 2°39’14"
Lc = 479.85
Ls = 78.75
Ts = 306.93 268.53
= 34°59’56" RT
PI STA 63+91.39
SHARED USE PATH
SEE SHEET R302A FOR COORDINATE INFORMATION
NOTE:
40+00
US 42
45+00
US 42
Runout = N/A
Runoff = 5
e = 0.44%
E = 3.79
R = 30.00
L = 28.69
T = 15.55
= 54°47’36" LT
PI STA 46+94.00
Runout = N/A
Runoff = 50
e= 2.00%
E= 41.00
R= 100.00
ST= 16.77
LT = 33.44
s = 14%19’26"
Lc = 104.38
Ls = 50.00
Ts = 123.29
= 88°27’04" RT
PI STA 48+77.61
DD
EXIST RIVER ROAD
E = 2.42
R = 1500.00
L = 170.44
T = 85.31
= 6°30’37" LT
PI 48+64.34
E = 38.63
R = 435.00
L = 353.83
T = 187.36
= 46°36’16" RT
PI 51+73.41D
E = 4.25
R = 3500.00
L = 344.70
T = 172.49
= 5°38’34" LT
PI 56+57.71
SHEETS FOR ROW INFORMATION
SEE ROW B COORDINATE CONTROLL
KY 841 COORDINATE CONTROL SHEET
January
27, 2012
DA
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jhiero
ny
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US
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T:\18
65-
DESIG
N\
CO
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RA
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R302
STA 115+00 TO STA 166+00
SCALE: 1"=
-
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
EMERG ACCESS RD
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
RIVER ROAD
305997.2284
305960.6451
305875.3362
305790.6364
305411.6101
305300.6518
305188.8946
305166.7072
1244294.3569
1244294.1339
1244293.6138
1244283.4246
1244237.8289
1244224.4810
1244224.9610
1244225.0563
306671.0656
306634.1973
306529.4234
306411.6843
306312.4763
306184.5861
1244849.9339
1244801.7179
1244664.6957
1244538.6396
1244432.4235
1244295.4992
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
63+91.39
61+63.21
60+84.46
59+81.48
58+73.43
57+67.36
56+47.58
55+58.60
53+31.51
50+89.63
49+89.63
49+58.69
49+08.69
48+77.61
48+04.31
47+54.31
47+07.14
46+94.00
46+78.45
46+61.00
PI
SC
SS
CS
PI
SC
SS
CS
PI
SC
TS
ST
CS
PI
SC
TS
PT
PI
PC
POB
SUBJECT TO CHANGE
PRELIMINARY
HHE 408
KTC 04 03 13
KTC 04 03 12
KTC 04 03 10 KY 841 - KDOH MON
KY 841 - KDOH MON
KY 841 - KDOH MON
KY 841PT 124+70.76
304311.1005
307604.0022
306752.4400
306518.4100
1246855.7511
1245365.3944
1244977.3900
1246786.1100
534.72
459.69
460.98
447.61
42+02.32, 47.73 Left
153+24.34, 1859.23 Right
149+46.98, 1002.90 Right
135+68.56, 2197.13 Right
US 42 - I.P. W/STAMPED ALUM. CAP
49+86.05
49+49.46
48+64.34
47+79.03
43+97.27
42+85.80
41+74.04
41+51.85
PC
PT
PI
PC
PT
PI
PC
POB
58+90.62
58+29.92
56+57.71
54+85.22
53+39.88
51+73.41
POE
PT
PI
PC
PT
PI
307029.4820
306892.6048
306844.0792
306779.7495
306712.1613
306613.7789
306506.0778
306425.5229
306198.8718
306083.4188
306033.3540
306018.3748
305997.9481
305983.6838
306024.2051
306064.9102
306105.5507
306118.9469
306120.2213
306121.6518
1243103.1539
1243285.7528
1243347.7615
1243428.1345
1243521.8049
1243561.8823
1243614.1956
1243651.9620
1243751.9212
1243964.5119
1244051.0602
1244078.1319
1244123.6170
1244186.0112
1244219.7998
1244248.5964
1244272.5406
1244280.4332
1244295.9293
1244313.3238
POE
PT
PI
PC
PT
PI
PC
POB
304182.7243
304181.9344
304169.6109
304154.3623
304133.2250
304089.4430
304115.5866
304155.5937
1245788.6904
1245787.8801
1245775.2384
1245766.3410
1245754.0078
1245728.4618
1245685.0339
1245618.5770
19+98.71
19+97.58
19+80.14
19+62.49
19+38.01
19+09.48
18+58.79
17+81.22
50+00.00
49+60.15
48+65.87
46+64.28
44+61.11
43+42.59
41+99.50
40+96.22
40+27.01
39+55.15
39+06.05
1243627.8695
1243657.6180
1243808.0744
1243914.9153
1244022.6008
1244098.4360
1244241.5155
1244344.7957
1244416.6618
1244480.5313
1244524.1627
306758.9798
306785.5057
306919.6635
306748.7236
306576.4324
306455.1001
306454.2401
306453.6192
306453.1873
306420.2387
306397.7305
POE
PT
PI
PC
PT
PI
PC
PT
PI
PC
POB
COORDINATE CONTROL POINTS
POINT STATION and OFFSETDESCRIPTIONState Plane
CoordinatesProject Coordinates =
(Y)
NORTH
(X)
EAST
(Z)
ELEV.
304236.1180 1245877.4353
SHEETS FOR ROW INFORMATION
SEE ROW B COORDINATE CONTROLL
KY 841 COORDINATE CONTROL SHEET
January
27, 2012
DA
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dwrig
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T:\18
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R302A
STA 115+00 TO STA 166+00
SCALE: 1"=
-
N 41°43’21" W
LOJIC AZ 86 2
KTC 04 03 14
170
+00
175
+00
180
+00
185
+00
190
+00
195
+00
200
+00
205
+00
210
+00
ST
A 16
6+00
MA
TC
HLIN
E
STA 166+00 TO END
N41°43’21"W
COORDINATE CONTROL POINTS
POINT STATION and OFFSETDESCRIPTIONState Plane Coordinates
Project Coordinates =
(Y)
NORTH
(X)
EAST
(Z)
ELEV.
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH
SHARED USE PATH 307411.8949
307372.4337
307322.1057
307285.0948
1242957.5910
1242992.7775
1243008.9752
1243020.8868
PR
C 66+43.05
N17°50’25"W
! SHARED USE PATH
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
OV
ED
BY
DA
TE
DA
TE
DA
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$$$$desig
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$specific
atio
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$$$$
US
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US
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$$$$
DA
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DA
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KY 841 COORDINATE CONTROL SHEET
SCALE: 1"=200’
JEFFERSON 5-731.00 R303
SUBJECT TO CHANGE
PRELIMINARY
! KY 841
END CONSTRUCTION
! KY 841 STA 187+51.86
PI 67+34.80
PT 67
+86.14P
C 66+81.
93
PI STA
T
L
R
E
e=
=
Runoff
Runout
=
=
=
=
==
SHARED USE PATH
N/A
21
1.50%
5.53
250.00
104.21
52.87
23°52’56" LT
67+34.80
PO
E 213
+93.91
POE
POT
POE
PT
PI
PRC
KY 841
KY 841
213+93.31
187+51.86
67+86.14
67+34.80
66+81.93
66+43.05
304236.1180
308924.1893
1239939.2670
1241697.2124
SHEETS FOR ROW INFORMATION
SEE ROW B COORDINATE CONTROLL
E 12
416
97.212
4
N 308924.18
93
ST
A 18
7+40.00 !
KY 841 (S
EC
TIO
N 5)
AH
EA
D
ST
A 18
7+51.
86 !
KY 841 (S
EC
TIO
N 4)
BA
CK
=
-
for this project. The location of the Benchmark is as
follows:
The Elevation used for this mark is 470.38 and is the basis of
elevation
Elevations were derived from NGS/USGS Vertical Control Mark "V
49".
BASIS OF ELEVATIONS
Stability uncertain.
69 degrees 46.49’. Note--Disc is set in concrete of unknown
depth.
35.07’, 5/8 inch rebar with plastic cap marked "LEIGH LS1776" at
mag az
tower at mag az 235 degrees 45.08’, metal signal post at mag az
311 degrees
corner of brick tower at mag az 251 degrees 43.60’, southeast
corner brick
centerline of intersection of tracks at mag az 345 degrees
62.89’, northeast
west 35.07’, Centerline of Industrial Boulevard at mag az 60
degrees 172.41’,
switch guide base on LNI railroad. Centerline of LNI railroad
tracks are
to old brick tower and station on right. Station is set flush in
concrete
Boulevard. Across first set of RR tracks then turn southwest
onto gravel road
Albany Pike. Then 0.1 mile to Industrial Boulevard. Then south
on Industrial
to Charlestown/New Albany Pike. Then, southeast on
Charlestown/New
railroad line. From S.R. 131 and I-65 (Exit 4), go 0.2 mile east
on S.R. 131
Monument "V 49" is about 3.2 miles north of Clarksville, IN on
the LNI
KTC 04 03 04
15+00
25
+00
20
+00
30
+00
35
+00
40
+00
45
+00
50
+00
55
+00
PO
B
ST
A 11
+33.46
N 80°39’19" W
L
MA
TC
HLI
NE
ST
A
55
+0
0
L LL
PC 10
+34.00
PC
C 18
+31.
78
PT 24
+42.10
POE 2
4+67.4
6
S7°53’11"E
PI 21+
61.53
N70°08’45"W
PO
B 0
+99.69
PC 4+51.
58
PT 10
+93.57
S61°41’03"E
N80°39’19"W
PI 7
+73.48
PI 14
+36.31
S79°58’04"E
L
SB
KY 841
10+00
S61°41’03"EL
RA
MP
10+00
RA
MP
20+00
RA
MP
15+00
L
BEGINNING TO STA 55+00
area.
average Grid Factors from the Primary Survey Control over the
project
The project Grid Factor is 1.000057632 and was obtained by using
the
.US Survey Feetin
Coordinates are based on State Plane Coordinate System North
Zone and
and adjusted to the National NAD83/FBN System.
Coordinates for horizontal control were obtained from GPS
methods
COORDINATE SYSTEM
SB
KY 841
5+00
STATION and OFFSET
EAST (X)NORTH (Y)
State Plane Coordinates
38+30.10, 153.44 Left
39+83.94, 133.26 Left
RIGHT OF WAY MONUMENT POINTS
DESCRIPTIONTYPE
1
1
Project Coordinates =
EAST (X)NORTH (Y)
POINT
ELEV. (Z)
STATION and OFFSETDESCRIPTIONState Plane CoordinatesProject
Coordinates =
KDOH MONUMENT
KDOH MONUMENT
POE
PT
PI
PCC
PI
PC
POB
24+67.46
24+42.10
21+61.53
18+31.78
14+36.31
10+34.00
10+00.00
1257322.2860
1257318.8060
1257273.5611
1256983.2705
1256629.0983
1256232.9390
1256199.4557
POE
PT
PI
PC
POB
11+33.46
10+93.57
7+73.48
4+51.58
0+99.69
300287.8041
300281.3268
300229.0596
300119.7349
300000.2240
1256207.2496
1256246.6122
1256564.2373
1256867.0007
1257197.9740
POB 11+33.46300300.6315 1256209.3608
B
KY 841
RA
MP
TO I-71
PO
B
ST
A 10
+00
61’ L
T !
KY 841
ST
A 11
+33.46
=
SB
KY 841
PO
E S
TA 11
+33.46
13’
LT !
KY 841
ST
A 11
+33.46
=
300587.0918 1253523.5923
300631.9788 1253375.0676
R/W MONUMENT
R/W MONUMENT
04-03-03
KDOH MONUMENT
KTC 04 03 05
KTC 04 03 04
KTC 04 03 03
631.30
633.83
679.73
301095.1500
300873.6700
299726.5000
1251992.3900
1253325.7500
1257894.8400
54+23.48, 99.25 Right
40+71.85, 97.22 Right
23+62.27, 612.47 Left Ramp
48+91.00, 127.26 Left
53+85.00, 119.00 Left
1
1
300785.1858 1252481.0219
300873.5440 1251994.9180
R/W MONUMENT
R/W MONUMENT
44+83.30, 133.44 Left 1 300712.8880 1252882.3101R/W MONUMENT
47+83.44, 133.94 Left 1 300761.1253 1252586.0672R/W MONUMENT
BEGIN CONSTRUCTION
STA 24+42.10
B KY 841 RAMP TO I-71
299465.4460
299490.5685
299817.1960
299973.6057
300164.4350
300234.5177
300240.4411
0’ 400’ 800’200’
KTC 04 03 05
RIGHT OF WAY COORDINATE CONTROL POINTS
ROW B KY 841L
ROW B KY 841 RAMP TO I-71
ROW B KY 841 RAMP TO I-71
ROW B KY 841 RAMP TO I-71
ROW B KY 841 RAMP TO I-71
ROW B KY 841 RAMP TO I-71
ROW B KY 841 RAMP TO I-71
ROW B KY 841 RAMP TO I-71
ROW B KY 841 SOUTHBOUND
ROW B KY 841 SOUTHBOUND
ROW B KY 841 SOUTHBOUND
ROW B KY 841 SOUTHBOUND
ROW B KY 841 SOUTHBOUND
ROW B KY 841L
L
L
L
L
L
L
L
L
L
L
L
L
ALIGNMENT
L
L
L
L
L
L
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
RAMP TO I-71
ROW B KY 841
SOUTHBOUND
ROW B KY 841
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
FOR ROW INFORMATION ONLY
Runout = N/A
Runoff = N/A
e = N/A
E = 14.77
R = 3500.00
L = 641.99
T = 321.90
= 10°30’34" LT
PI STA 7+73.48
ROW B KY 841 SB
Runout = N/A
Runoff = N/A
e = N/A
E = 32.16
R = 2500.00
L = 797.78
T = 402.31
= 18°17’02" RT
PI STA 14+36.31
ROW B KY 841 RAMP TO I-71
Runout = N/A
Runoff = N/A
e = N/A
E = 78.86
R = 650.00
L = 610.31
T = 329.75
= 53°47’51" RT
PI STA 21+61.53
ROW B KY 841 RAMP TO I-71
KY 841 ROW COORDINATE CONTROL SHEET
January
27, 2012
DA
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T:\18
65-
DESIG
N\
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R304
-
KTC 04 03 09
KTC 04 03 08
PC 19+49
.47
PI 21+33
.60
PT 23+1
7.73
PC 27+7
3.19
PI 3
6+56.9
9
PI 70
+15.13
N 80
°39’19
" W
LOJIC STA 024
HHE 407
HHE 409
HHE 406
HHE 405
HHE 404
HHE 403
HHE 402
HHE 401
PC
C 82
+14.14
N65°36’42"W
N 65°36’42" W
N 41°43’21" W
100
+00
95
+00
105+00
110
+00
115+00
90
+00
85
+00
80
+00
75
+00
70
+00
60
+00 65+00
POE 58+00.00
10+19.12
PC
WPBR
45+00
WPBR
50+00
WPBR
55+00 (EXI
ST)
US 4
235+0
0
(EXIST
)US 42
30+00
(EXIST)
US 42
25+00
(EXIST)
US 42
20+00
L
MA
TC
HLI
NE
ST
A
55
+0
0
PC 58+02.17
55+00
N 80
°39’19
" W
SP
RIN
GD
AL
E15
+00
MA
TC
HLI
NE
ST
A
115
+0
0
PI 10
+73.76
PO
E 15
+13.62
PT 11+
25.80
PEN BRANCH
! WOLF
AZI024-2001
! OLDE CREEK WAY
0’ 400’ 800’200’
ROW B KY 841
ROW B
KY 841
L
Runout = N/A
Runoff = N/A
e = N/A
E = 79.73
R = 9186.33
L = 2411.97
T = 1212.96
= 15°02’37" RT
PI STA 70+15.13
ROW B KY 841L L
PI 10
4+48.98
N16
°32’0
5"E
!
US 42
N19°19’0
2"W
N15
°12’5
8"E
PI
9+25.92
S24°56
’42"E
S36°12’49"E
PO
B 8+19.64
PC 9+06.19
PT 9+45.53
POB 40+89.63
PI 42+50.00
SEE SHEET R301A FOR COORDINATE INFORMATION
NOTE:
D
PI STA 42+50.00
WOLF PEN BRANCH ROAD
= 1°13’47" LT
N52°33’2
4"E
S41°12’49"ES71°46’37"E
N53°47’11"
E
! SPRINGDALE RD
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
FOR ROW INFORMATION ONLY
! STA 10+00.00 OLDE CREEK WAY
! STA 52+44.17 WOLF PEN BRANCH RD=
! STA 10+00.00 SPRINGDALE ROAD
! STA 47+60.00 WOLF PEN BRANCH RD=
Runout = N/A
Runoff = N/A
e = N/A
E = 233.80
R = 10564.28
L = 4404.73
T = 2234.84
= 23°53’21" RT
PI STA 104+48.98
ROW B KY 841
! STA 50+00.35 WOLF PEN BRANCH RD
ROW B KY 841 STA 82+80.37 =L
Runout = N/A
Runoff = N/A
e = N/A
E = 7.33
R = 200.00
L = 106.69
T = 54.64
= 30°33’48" LT
PI STA 10+73.76
SPRINGDALE RD
Runout = N/A
Runoff = N/A
e = N/A
E = 0.86
R = 200.00
L = 39.34
T = 19.73
= 11°16’08" LT
PI STA 9+25.92
OLDE CREEK WAY
KY 841 ROW COORDINATE CONTROL SHEET
January
27, 2012
DA
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DESIG
N\
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R305
STA 55+00 TO STA 115+00
-
EAST (X)NORTH (Y)
State Plane Coordinates
75+00.00, 145.00 Left
RIGHT OF WAY MONUMENT POINTS
DESCRIPTION
81+60.00, 190.00 Left
Project Coordinates =
66+50.00, 155.00 Left
70+00.00, 152.00 Left
83+25.00, 173.00 Left
POINT STATION and OFFSETDESCRIPTIONState Plane
CoordinatesProject Coordinates =
US 42 - KDOH MON
KY 841 - LOJIC MON
US 42 - KDOH MON
302679.3109
301756.5068
301255.6531
301058.7014
1247265.5970
1249301.0154
1250405.7429
1251602.6084
PI
PCC
PI
PC
104+48.98
82+14.14
70+15.13
58+02.17
WOLF PEN BRANCH ROAD
WOLF PEN BRANCH ROAD
POE
PT
PI
PC
POB
15+13.63
11+25.80
10+73.76
10+19.12
10+00.00SPRINGDALE RD
SPRINGDALE RD
SPRINGDALE RD
SPRINGDALE RD
SPRINGDALE RD
OLDE CREEK WAY
(Y)
NORTH
(X)
EAST
(Z)
ELEV.
POE
PT
PI
PC
POB
OLDE CREEK WAY
OLDE CREEK WAY
OLDE CREEK WAY
OLDE CREEK WAY
300953.3071 1251500.2145
301037.9442 1251007.4264
301084.7758 1250734.4067
301184.0940 1250392.7086
301350.8791 1249912.7961
301560.7917 1249272.9565
58+85.00, 121.00 Left R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
63+77.97, 135.43 Left
R/W MONUMENT
R/W MONUMENT 301646.0073 1249127.2053
10+50.00, 71.00 Right R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
46+00.00, 41.69 Right R/W MONUMENT
TYPE
1
1
1
1
1
1
1
1
1
1
1
and OFFSET
STATION
SPRINGDALE RD
43+00.00, 17.11 Left
43+00.00, 40.00 Left
301384.0853 1248665.6169
301402.5499 1248652.0961
301513.8794 1248942.4048
KTC 04 03 09
KTC 04 03 08
STA 024
AZI024-2001
HHE 409
HHE 407
HHE 406
HHE 405
HHE 404
HHE 403
HHE 402
HHE 401
303177.7800
302245.6300
302379.2600
301960.0400
303501.8048
303999.9939
303314.8300
302451.4405
302036.0991
302793.7001
302337.5394
302168.7353
1246858.4900
1246765.9000
1248115.0700
1249009.6000
1247067.6312
1247032.6954
1247062.4337
1246854.3552
1246687.5826
1247618.0661
1247927.2409
1248363.0942
575.14
587.40
604.04
631.53
598.80
572.63
590.40
566.50
594.31
600.17
606.87
604.50
30+34.92, 81.69 Left
21+04.10, 63.35 Right
95+54.06, 7.43 Left
85+65.63, 59.23 Right
33+80.14, 89.95 Right
38+66.02, 71.57 Right
31+99.40, 100.45 Right
23+25.08, 93.26 Right
18+81.56, 47.16 Right
101+98.98, 64.96 Left
96+90.21, 142.41 Left
92+34.25, 61.34 LeftI.P. W/STAMPED ALUM. CAP
I.P. W/STAMPED ALUM. CAP
I.P. W/STAMPED ALUM. CAP
I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
US 42 - I.P. W/STAMPED ALUM. CAP
301448.1883
301569.4663
301586.5547
301627.6618
301642.0441
1249515.7396
1249147.3700
1249095.4657
1249059.4618
1249046.8650
POE
PI
POB
WOLF PEN BRANCH ROAD 302256.4739
301340.7372
301243.2342
1249885.9577
1248635.3870
1248508.0582
58+00.00
42+50.00
40+89.63
81+24.78, 192.93 Right R/W MONUMENT 301896.4834
1249460.53201
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
1
1
1
1
1
1
97+00.00, 183.00 Right
99+00.00, 157.00 Right
302617.4677 1248093.4571
302702.8030 1247914.2486
100+00.00, 154.00 Right 302755.1246 1247830.7073
105+50.00, 181.00 Right 303091.8703 1247406.1508
106+47.09, 168.76 Right 303140.0198 1247322.7960
303130.1410 1247231.2210107+14.30, 104.86 Right
R/W MONUMENT189+07.18, 189.18 Right 302229.9703 1248768.8935
R/W MONUMENT179+00.13, 166.46 Left 301477.8906 1249525.6493
R/W MONUMENT1SPRINGDALE RD
R/W MONUMENT1SPRINGDALE RD
R/W MONUMENT1SPRINGDALE RD
11+00.00, 70.50 Right
11+82.56, 60.50 Right
12+75.00, 39.35 Right
301551.6538 1249035.9371
301515.5216 1249092.9678
301494.2502 1249182.3554
301485.4297 1249276.7772
WOLF PEN BRANCH RD
WOLF PEN BRANCH RD
WOLF PEN BRANCH RD
RIGHT OF WAY COORDINATE CONTROL POINTS
ALIGNMENT
301928.0927
301972.0388
301987.9584
302005.8491
302084.3304
1249437.5058
1249405.3261
1249393.6689
1249385.3473
1249348.8427
10+00.00
9+45.53
9+25.92
9+06.19
8+19.64
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841L
L
L
L
ROW B KY 841L
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
FOR ROW INFORMATION ONLY
KY 841 ROW COORDINATE CONTROL SHEET
January
27, 2012
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R305A
STA 55+00 TO STA 115+00
-
KTC 04 03 13
KTC 04 03 12
155
+00
120
+00
130
+00
135
+00
140
+00
145
+00
150
+00
160
+00
165
+00
HHE 408
N 41°43’21" W
125
+00
115
+00
MA
TC
HLI
NE
ST
A
115
+0
0
KTC 04 03 10
!
U.S.42
N41°43’21"W L
L
125+59.51, 222.53 Left
138+40.00 207.50 Left
1
139+00.00, 115.00 Left 1
2
139+00.00, 114.00 Left 2
1
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
1
R/W WITNESS MON
304154.1158 1245652.6343
305120.6662 1244810.6986
305227.0097 1244839.8070
305227.6752 1244840.5534
1 R/W MONUMENT
R/W WITNESS MON2
140+00.00, 180.00 Right 305497.9770 1244993.4360
1 R/W MONUMENT
145+00.00, 180.00 Right
145+00.00, 179.00 Right R/W WITNESS MON
305871.1653 1244660.6741
305870.4998 1244659.9277
142+30.00, 115.00 Left
142+30.00, 114.00 Left
305473.3141 1244620.1843
305473.9796 1244620.9306
305823.6990146+99.45, 115.00 Left 1244307.7557R/W MONUMENT1
125+45.45, 267.85 Left 1 R/W MONUMENT 304113.0674
1245628.6376
1 R/W MONUMENT
1 R/W MONUMENT
127+60.00, 235.00 Left
134+00.00, 235.00 Left
304296.2773 1245508.9386
304773.9585 1245083.0036
EAST (X)NORTH (Y)
State Plane Coordinates
RIGHT OF WAY MONUMENT POINTS
DESCRIPTION
Project Coordinates =
TYPEALIGNand OFFSET
STATION
HHE 408
KTC 04 03 13
KTC 04 03 12
KTC 04 03 10 KY 841 - KDOH MON
KY 841 - KDOH MON
KY 841 - KDOH MON
304347.3417 1245778.2602PT 126+18.87
304311.1005
307604.0022
306752.4400
306518.4100
1246855.7511
1245365.3944
1244977.3900
1246786.1100
534.72
459.69
460.98
447.61
42+02.32, 47.73 Left
153+24.34, 1859.23 Right
149+46.98, 1002.90 Right
135+68.56, 2197.13 Right
US 42 - I.P. W/STAMPED ALUM. CAP
POINT STATION and OFFSETDESCRIPTIONState Plane
CoordinatesProject Coordinates =
(Y)
NORTH
(X)
EAST
(Z)
ELEV.
RIGHT OF WAY COORDINATE CONTROL POINTS
L
ROW B KY 841
ROW B KY 841
SEE SHEET R302A FOR COORDINATE INFORMATION
NOTE:
45+00
US 42
40+00
US 42
R/W WITNESS MON2148+10.00, 179.00 Right 306101.8766
1244453.6154
1
1 R/W MONUMENT
R/W MONUMENT149+97.21, 445.67 Right 306419.0795 1244528.0589
153+06.82, 329.14 Right 306572.6134 1244235.0365
1
1
1
1
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
305879.3014147+60.57, 100.00 Left 1244278.2737
306102.5421148+10.00, 180.00 Right 1244454.3618
306185.9074149+35.87, 164.11 Right 1244358.7316
306207.2825152+00.00, 100.00 Left 1243985.8221
306117.0393152+60.00, 302.89 Left 1243794.46081 R/W MONUMENT
306580.4709157+00.00, 100.00 Left 1243653.0603
306953.6594162+00.00, 100.00 Left 1243320.2986
307236.8958165+79.48, 100.00 Left 1243067.74451 R/W MONUMENT
1 R/W MONUMENT
1 R/W MONUMENT
EAST (X)NORTH (Y)
State Plane Coordinates
RIGHT OF WAY MONUMENT POINTS
DESCRIPTION
Project Coordinates =
TYPEALIGNand OFFSET
STATION
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
L
L
L
L
L
L
L
L
L
L
L
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
L
L
L
L
L
L
L
L
L
L
L
L
L
ROW B KY 841L
PT 12
6+18.87
MA
TC
HLIN
E S
TA 16
6+00
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
FOR ROW INFORMATION ONLY
Runout = N/A
Runoff = N/A
e = N/A
E = 233.80
R = 10564.28
L = 4404.73
T = 2234.84
= 23°53’21" RT
PI STA 104+48.98
ROW B KY 841
KY 841 ROW COORDINATE CONTROL SHEET
January
27, 2012
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Micro
Statio
n v8.11.7.18
0COUNTY OF ITEM NO. SHEET NO.
JEFFERSON 5-731.00 R306
STA 115+00 TO STA 166+00
SCALE: 1"=
-
LOJIC AZ 86 2
KTC 04 03 14
PO
T 213
+92.41
170
+00
175
+00
180
+00
185
+00
190
+00
195
+00
200
+00
205
+00
210
+00
213
+92
STA 166+00 TO END
STATION and OFFSET
EAST (X)NORTH (Y)
State Plane Coordinates
RIGHT OF WAY MONUMENT POINTS
DESCRIPTIONTYPE
1
1
1
189+90.00, 94.33 Right
1
1
R/W MONUMENT
Project Coordinates =
1
1
1
POINT STATION and OFFSETDESCRIPTIONState Plane Coordinates
Project Coordinates =
(Y)
NORTH
(X)
EAST
(Z)
ELEV.
175+00.00, 100.00 Right
180+00.00, 100.00 Right
185+00.00, 100.00 Right
186+00.00, 100.00 Right
1188+51.57, 130.00 Left
175+00.00, 130.00 Left
180+00.00, 130.00 Left
185+00.00, 130.00 Left
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
R/W MONUMENT
307903.9836 1242432.7267
308057.0540 1242604.3934
308277.1720 1242099.9649
308430.2424 1242271.6316
308650.3605 1241767.2031
308803.4309 1241938.8698
308878.0686 1241872.3175
308912.7619 1241533.2271
309165.3833 1241608.5327
307605.4329171+00.00, 130.00 Left 1242698.9361
307758.5033171+00.00, 100.00 Right 1242870.6028
1
1 R/W MONUMENT
R/W MONUMENT
167+82.04, 60.00 Left 1A R/W MONUMENT
166+75.00, 60.00 Left 1A R/W MONUMENT 307334.8093
1243034.0300
307414.7015 1242962.7923
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841 - KDOH MON
L
L
L
L
KTC 04 03 14
LOJIC AZ 86 2
311745.3300
307826.3000
1240548.2500
1241440.6400
216+21.26, 1019.98 Right
181+02.28, 922.17 Left
440.53
431.47
POE
POT
310895.7045
308924.1893
1239939.2670
1241697.2124
213+92.41
187+50.96
RIGHT OF WAY COORDINATE CONTROL POINTS
COUNTY OF ITEM NO. SHEET NO.
PR
EP
AR
ED
BY
CH
EC
KE
D
BY
AP
PR
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ED
BY
DA
TE
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jhiero
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1/27/2012
DA
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KY 841 ROW COORDINATE CONTROL SHEET
SCALE: 1"=200’
JEFFERSON 5-731.00 R307
END CONSTRUCTION
ROW B KY 841 STA 187+50.96
ALIGNMENT
MA
TC
HLIN
E S
TA 16
6+00
LROW B KY 841 N 41°43’21" W
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
ROW B KY 841
L
L
L
L
L
L
L
L
L
L
L
L
L
SHEETS FOR ROW INFORMATION
SEE ROW STRIP MAPS AND DETAIL
FOR ROW INFORMATION ONLY
E 12
416
97.212
4
N 308924.18
93
L
ST
A 18
7+40.00 !
KY 841 (S
EC
TIO
N 5)
AH
EA
D
ST
A 18
7+50.96
RO
W
B
KY 841 (S
EC
TIO
N 4)
BA
CK
=L
R30000CCR30100CCR3010ACCR30200CCR3020ACCR30300CCR30400CCR30500CCR3050ACCR30600CCR30700CC
