MT_Beaverhead_273(1)_100__XS.pdf
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08-Aug-2016 03:32 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
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Elk Lake Road
MT Beaverhead 273(1)
Sheet 2
July 21, 2016
E d g e o f
D ir t
R o a d
E d g e t
R o a d
E x is ti n g
U G
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 101+32.09 R 1
Des. Grade = 6,666.67
Subgrade = 6,666.17
Orig. Grnd. = 6,666.09
CL
1:3 -2.20% +2.20%
1:3 1:3
1:3 1:3
Subexcavation - 27.4'
O f f s e t= 1.
L T
E le v
.9
O f f s e t= .5
L T
E le v
.9
O f f s e t= .0
L T
E le v
.4
O f f s e t= 1.
R
E le v
.4
O f f s e t= .9
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 101+50.00 R 1
Des. Grade = 6,666.62
Subgrade = 6,666.12
Orig. Grnd. = 6,665.99
CL
1:3 -2.20% +2.20%
1:3 1:3 1:3
1:3 1:3
O f f s e t= 1.
L T
E le v
.8
O f f s e t= 1.
R T
E le v
.3
O f f s e t= .5
L T
E le v
.8
O f f s e t= .1
L T
E le v
.3
O f f s e t= .4
R
T
E le v
.3
O f f s e t= .5
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 101+51.35 R 1
Des. Grade = 6,666.61
Subgrade = 6,666.11
Orig. Grnd. = 6,665.99
CL
1:3 -2.20% +2.20%
1:3 1:3 1:3
1:3 1:3
O f f s e t= 1.
L T
E le v
.8
O f f s e t= 1.
R T
E le v
.3
O f f s e t= .5
L T
E le v
.8
O f f s e t= .2
E le v
.4
O f f s e t= .4
R
T
E le v
.3
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 102+00.00 R 1
Des. Grade = 6,666.47
Subgrade = 6,665.97
Orig. Grnd. = 6,665.83
CL
1:3 -2.20% +2.20% 1:31:3
1:3 1:31:3
O f f s e t= 1.
L T
E le v
.7
O f f s e t= 1.
R T
E le v
.2
O f f s e t= .5
L T
E le v
.7
O f f s e t= .8
L T
E le v
.7
O f f s e t= .4
R
T
E le v
.2
O f f s e t= .1
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 102+50.00 R 1
Des. Grade = 6,666.32
Subgrade = 6,665.82
Orig. Grnd. = 6,665.52
CL
1:3 -2.20% +2.20% 1:31:3
1:3 1:31:3
O f f s e t= 1.
L T
E le v
.5
O f f s e t= .5
L T
E le v
.5
O f f s e t=
E le v
.4
O f f s e t= 1.
R T
E le v
.0
O f f s e t= .4
R
T
E le v
.0
O f f s e t= .6
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 102+99.95 R 1
Des. Grade = 6,666.14
Subgrade = 6,665.64
Orig. Grnd. = 6,665.10
CL
-2.20% +2.20% 1:31:3 1:3
1:3 1:3
O f f s e t= 1.
L T
E le v
.3
O f f s e t= .7
E le v
.6
O f f s e t= 1.
R T
E le v
.8
O f f s e t= .4
R
T
E le v
.8
O f f s e t=
E le v
6660 6660
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Elk Lake Road
MT Beaverhead 273(1)
Sheet 3
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 103+02.95 R 1
Des. Grade = 6,666.13
Subgrade = 6,665.63
Orig. Grnd. = 6,665.07
CL
-2.00% +2.00% 1:31:3 1:3
1:3 1:3
O f f s e t= .8
E le v
.6
O f f s e t= 1.
E le v
.4
O f f s e t= 1.
E le v
.8
O f f s e t= .4
E le v
.8
O f f s e t= .3
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 103+32.95 R 1
Des. Grade = 6,666.00
Subgrade = 6,665.50
Orig. Grnd. = 6,664.82
CL
-2.00% +0.00% 1:31:3
1:3
1:3 1:3
O f f s e t= .8
L T
E le v
.5
O f f s e t= 1.
E le v
.2
O f f s e t= 1.
E le v
.5
O f f s e t=
E le v
.5
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 103+50.00 R 1
Des. Grade = 6,665.91
Subgrade = 6,665.41
Orig. Grnd. = 6,664.66
CL
-2.00% -1.14% 1:31:3
1:3
1:3 1:3
O f f s e t=
E le v
.3
O f f s e t= 1.
E le v
.1
O f f s e t= 1.
E le v
.2
O f f s e t=
E le v
.2
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 103+62.95 R 1
Des. Grade = 6,665.85
Subgrade = 6,665.35
Orig. Grnd. = 6,664.54
CL
-2.00% -2.00% 1:31:3 1:3
1:3 1:3
O f f s e t=
E le v
.2
O f f s e t= 1.
E le v
.1
O f f s e t= 1.
E le v
.1
O f f s e t=
E le v
.1
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 104+00.00 R 1
Des. Grade = 6,665.63
Subgrade = 6,665.13
Orig. Grnd. = 6,664.27
CL
-2.00% -2.00% 1:31:3 1:3
1:3 1:3
O f f s e t=
.3
L T
E le v
1.
O f f s e t= 1.
E le v
.8
O f f s e t= 1.
E le v
.8
O f f s e t=
E le v
.8
O f f s e t=
E le v
.6
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 104+50.00 R 1
Des. Grade = 6,665.30
Subgrade = 6,664.80
Orig. Grnd. = 6,664.11
CL
-2.00% -2.00% 1:31:3 1:3
1:3 1:3
O f f s e t= .9
L T
E le v
1.
O f f s e t= 1.
E le v
.5
O f f s e t= 1.
E le v
.5
O f f s e t=
E le v
.5
O f f s e t=
E le v
6660 6660
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6660 6660
6670 6670
6680 6680
6650 6650
6660 6660
6670 6670
6680 6680
6650 6650
6660 6660
6670 6670
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6660 6660
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6660 6660
6670 6670
Elk Lake Road
MT Beaverhead 273(1)
Sheet 4
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 105+00.00 R 1
Des. Grade = 6,664.94
Subgrade = 6,664.44
Orig. Grnd. = 6,663.74
CL
-2.00% -2.00% 1:31:3 1:3
1:3 1:3
O f f s e t=
E le v
1.
O f f s e t= 1.
E le v
.2
O f f s e t= 1.
E le v
.2
O f f s e t=
E le v
.2
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 105+50.00 R 1
Des. Grade = 6,664.58
Subgrade = 6,664.08
Orig. Grnd. = 6,663.18
CL
-2.00% -2.00% 1:31:3 1:3
1:3 1:3
O f f s e t=
1.
E le v
.4
O f f s e t= 1.
E le v
.8
O f f s e t= 1.
E le v
.8
O f f s e t=
E le v
.8
O f f s e t= .3
R
T
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 106+00.00 R 1
Des. Grade = 6,664.23
Subgrade = 6,663.73
Orig. Grnd. = 6,662.60
CL
-2.00% -2.00% 1:31:3 1:3
1:3 1:3
O f f s e t=
.8
L T
E le v
.7
O f f s e t= 1.
E le v
.5
O f f s e t= 1.
E le v
.5
O f f s e t=
E le v
.5
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 106+50.00 R 1
Des. Grade = 6,663.87
Subgrade = 6,663.37
Orig. Grnd. = 6,662.00
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.2
L T
E le v
.2
O f f s e t= 1.
E le v
.1
O f f s e t= 1.
E le v
.1
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 107+00.00 R 1
Des. Grade = 6,663.51
Subgrade = 6,663.01
Orig. Grnd. = 6,661.44
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.4
L T
E le v
.8
O f f s e t= 1.
E le v
.7
O f f s e t= 1.
E le v
.7
O f f s e t= .5
R
T
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 107+50.00 R 1
Des. Grade = 6,663.15
Subgrade = 6,662.65
Orig. Grnd. = 6,661.08
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.4
L T
E le v
.4
O f f s e t= 1.
E le v
.4
O f f s e t= 1.
E le v
.4
O f f s e t=
E le v
1.
08-Aug-2016 03:38 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
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6660 6660
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6670 6670
Elk Lake Road
MT Beaverhead 273(1)
Sheet 5
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 108+00.00 R 1
Des. Grade = 6,662.79
Subgrade = 6,662.29
Orig. Grnd. = 6,660.83
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.0
L T
E le v
.2
O f f s e t= 1.
E le v
.0
O f f s e t= 1.
E le v
.0
O f f s e t=
E le v
.6
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 108+50.00 R 1
Des. Grade = 6,662.43
Subgrade = 6,661.93
Orig. Grnd. = 6,660.58
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.4
L T
E le v
.0
O f f s e t= 1.
E le v
1.
O f f s e t= 1.
E le v
1.
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 109+00.00 R 1
Des. Grade = 6,662.04
Subgrade = 6,661.54
Orig. Grnd. = 6,660.45
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.0
L T
E le v
.4
O f f s e t= 1.
E le v
1.
O f f s e t= 1.
E le v
1.
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 109+50.00 R 1
Des. Grade = 6,661.33
Subgrade = 6,660.83
Orig. Grnd. = 6,660.29
CL
-2.00% -2.00% 1:31:3 1:3
1:3
O f f s e t= 1.
E le v
.6
O f f s e t= .4
L T
E le v
.9
O f f s e t= 1.
E le v
.6
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 110+00.00 R 1
Des. Grade = 6,660.22
Subgrade = 6,659.72
Orig. Grnd. = 6,659.29
CL
-2.00% -2.00%1:3 1:31:31:3
O f f s e t= 1.
E le v
.4
O f f s e t= .8
L T
E le v
.0
O f f s e t= 1.
E le v
.4
O f f s e t=
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 110+50.00 R 1
Des. Grade = 6,658.72
Subgrade = 6,658.22
Orig. Grnd. = 6,657.10
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
E le v
.8
O f f s e t= 1.
E le v
.9
O f f s e t= 1.
E le v
.9
O f f s e t=
E le v
6650 6650
6660 6660
6670 6670
6650 6650
6660 6660
6670 6670
6650 6650
6660 6660
6670 6670
6640 6640
6650 6650
6660 6660
6670 6670
6640 6640
6650 6650
6660 6660
6670 6670
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 6
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 110+82.02 R 1
Des. Grade = 6,657.55
Subgrade = 6,657.05
Orig. Grnd. = 6,655.40
CL
-2.00% -2.00%1:3 1:3
1:3 1:3
O f f s e t=
.1
L T
E le v
.2
O f f s e t= 1.
E le v
.8
O f f s e t= 1.
E le v
.8
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 111+00.00 R 1
Des. Grade = 6,656.87
Subgrade = 6,656.37
Orig. Grnd. = 6,654.50
CL
-0.80% -2.00% 1:31:3
1:3 1:3
O f f s e t=
E le v
.2
O f f s e t= 1.
L T
E le v
.2
O f f s e t= 1.
E le v
.1
O f f s e t=
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 111+12.02 R 1
Des. Grade = 6,656.44
Subgrade = 6,655.94
Orig. Grnd. = 6,653.92
CL
+0.00% -2.00% 1:31:3
1:3 1:3
O f f s e t=
.7
L T
E le v
1.
O f f s e t= 1.
E le v
.9
O f f s e t= 1.
E le v
.7
O f f s e t=
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 111+42.02 R 1
Des. Grade = 6,655.47
Subgrade = 6,654.97
Orig. Grnd. = 6,652.99
CL
+2.00% -2.00% 1:31:3
1:3 1:3
O f f s e t=
E le v
.6
O f f s e t= 1.
E le v
.2
O f f s e t= 1.
E le v
.7
O f f s e t=
1.
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 111+50.00 R 1
Des. Grade = 6,655.24
Subgrade = 6,654.74
Orig. Grnd. = 6,652.74
CL
+2.53% -2.53%1:3 1:3
1:3 1:3
O f f s e t=
E le v
.4
O f f s e t= 1.
L T
E le v
.0
O f f s e t= 1.
E le v
.4
O f f s e t=
1.
E le v
1.
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
Sta. 111+75.00 R 1
Des. Grade = 6,654.58
Subgrade = 6,654.08
Orig. Grnd. = 6,652.21
CL
+4.20% -4.20%1:3 1:3
1:3 1:3
O f f s e t=
.8
L T
E le v
.3
O f f s e t= 1.
E le v
.5
O f f s e t= 1.
E le v
.5
O f f s e t=
E le v
1.
6640 6640
6650 6650
6660 6660
6650 6650
6660 6660
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 7
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 111+98.99 R 1
Des. Grade = 6,654.06
Subgrade = 6,653.56
Orig. Grnd. = 6,651.87
CL
+5.80% -5.80%1:3 1:3
1:3 1:3
O f f s e t=
1.
E le v
.7
O f f s e t= 1.
E le v
.2
O f f s e t= 1.
E le v
.8
O f f s e t=
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 112+02.02 R 1
Des. Grade = 6,654.00
Subgrade = 6,652.50
Orig. Grnd. = 6,651.83
CL
+6.00% -6.00%1:3
1:3 1:31:3
1:3
O f f s e t=
1.
L T
E le v
.8
O f f s e t= .8
L T
E le v
.3
O f f s e t=
E le v
1.
O f f s e t=
E le v
.5
O f f s e t=
E le v
1.
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 112+25.00 R 1
Des. Grade = 6,653.60
Subgrade = 6,652.10
Orig. Grnd. = 6,651.41
CL
-2.00% +6.00% -6.00%1:3 1:31:3 1:31:3
O f f s e t=
E le v
1.
O f f s e t=
E le v
.1
O f f s e t=
.6
R
T
E le v
.8
O f f s e t=
1.
E le v
1.
O f f s e t=
E le v
.5
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 112+50.00 R 1
Des. Grade = 6,653.28
Subgrade = 6,651.78
Orig. Grnd. = 6,650.91
CL
-2.00% +6.00% -6.00% 1:3
1:3
1:3 1:31:3
O f f s e t=
.9
L T
E le v
.4
O f f s e t=
.6
L T
E le v
.1
O f f s e t=
E le v
.3
O f f s e t=
E le v
.8
O f f s e t=
E le v
.8
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 112+75.00 R 1
Des. Grade = 6,653.06
Subgrade = 6,651.56
Orig. Grnd. = 6,649.28
CL
-2.00% +6.00% -6.00% 1:3
1:3
1:3 1:3
1:3
O f f s e t=
.1
L T
E le v
1.
O f f s e t=
1.
E le v
.8
O f f s e t=
E le v
.1
O f f s e t=
E le v
.6
O f f s e t=
E le v
.6
O f f s e t=
1.
R T
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 113+00.00 R 1
Des. Grade = 6,652.94
Subgrade = 6,651.44
Orig. Grnd. = 6,649.99
CL
-2.00% +6.00% -6.00%1:3 1:3 1:3
:61 1:3
O f f s e t=
E le v
1.
O f f s e t=
E le v
.7
O f f s e t=
E le v
.5
O f f s e t=
E le v
.5
O f f s e t=
1.
E le v
.5
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 113+25.00 R 1
Des. Grade = 6,652.84
Subgrade = 6,651.34
Orig. Grnd. = 6,650.34
CL
+6.00% -6.00% 1:3
-2.00% 1:3
1:3 1:8
1:3
O f f s e t=
.7
L T
E le v
1.
O f f s e t=
.8
L T
E le v
.4
O f f s e t=
E le v
1.
O f f s e t=
E le v
.4
O f f s e t=
E le v
.4
O f f s e t=
1.
E le v
08-Aug-2016 03:39 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 8
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 113+31.66 R 1
Des. Grade = 6,652.81
Subgrade = 6,651.31
Orig. Grnd. = 6,650.17
CL
+6.00% -6.00% 1:3
-2.00% 1:3
1:4 1:31:3
O f f s e t=
.7
L T
E le v
.9
O f f s e t=
.2
L T
E le v
.2
O f f s e t=
E le v
1.
O f f s e t=
E le v
.3
O f f s e t=
E le v
.3
O f f s e t=
1.
E le v
.2
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 113+50.00 R 1
Des. Grade = 6,652.74
Subgrade = 6,651.24
Orig. Grnd. = 6,649.74
CL
+6.00% -6.00% 1:3
-2.00% 1:3
1:10 1:3
O f f s e t=
E le v
.9
O f f s e t=
.7
L T
E le v
.8
O f f s e t=
E le v
1.
O f f s e t=
E le v
.3
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E d e
W a te r
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 113+75.00 R 1
Des. Grade = 6,652.64
Subgrade = 6,651.14
Orig. Grnd. = 6,647.16
CL
+6.00% -6.00% 1:3
-2.00% 1:3
1:3
1:6
O f f s e t=
.9
L T
E le v
.2
O f f s e t=
.7
L T
E le v
.7
O f f s e t=
E le v
1.
O f f s e t=
E le v
.2
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
E d te r
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 113+94.72 R 1
Des. Grade = 6,652.56
Subgrade = 6,651.06
Orig. Grnd. = 6,645.33
CL
+6.00% -6.00% 1:3
-2.00% 1:3
1:3 1:3
O f f s e t=
1.
E le v
.8
O f f s e t=
.7
L T
E le v
.6
O f f s e t=
E le v
1.
O f f s e t=
E le v
.1
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
E d te r
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 114+00.00 R 1
Des. Grade = 6,652.54
Subgrade = 6,651.04
Orig. Grnd. = 6,645.36
CL
+6.00% -6.00% 1:3
-2.00% 1:3
1:3 1:3
Subexcavation
22.2'
O f f s e t=
1.
R T
E le v
.8
O f f s e t=
E le v
.1
O f f s e t=
E le v
1.
O f f s e t=
E le v
.8
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
E x is ti
P h o n e
E x is ti n g
P
E
Sta. 114+25.00 R 1
Des. Grade = 6,652.44
Subgrade = 6,650.94
Orig. Grnd. = 6,645.07
CL
-2.00% +6.00% -6.00% 1:3
1:3
1:3 1:3
E x is ti n g
P
E
Subexcavation
30.8'
O f f s e t=
E le v
.0
O f f s e t=
E le v
1.
O f f s e t=
E le v
.9
O f f s e t=
.1 L T
E le v
.1
O f f s e t=
.6
L T
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 9
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
E x is ti
P h o n e
E x is ti n g
P
E
Sta. 114+50.00 R 1
Des. Grade = 6,652.34
Subgrade = 6,650.84
Orig. Grnd. = 6,644.65
CL
-2.00% +6.00% -6.00% 1:3
1:3
1:3 1:3
E x is ti n g
P
E
Subexcavation
39.2'
O f f s e t=
E le v
.5
O f f s e t=
.4
L T
E le v
1.
O f f s e t=
E le v
1.
O f f s e t=
E le v
.9
O f f s e t=
E le v
.1
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
W e tl a n d s
Sta. 114+70.24 R 1
Des. Grade = 6,652.26
Subgrade = 6,650.76
Orig. Grnd. = 6,645.08
CL
-2.00% +6.00% -6.00% 1:3
1:3
1:3 1:3
Subexcavation
30.9'
O f f s e t=
.0
L T
E le v
.6
O f f s e t= .3
L T
E le v
1.
O f f s e t=
E le v
.8
O f f s e t=
E le v
1.
O f f s e t=
E le v
.6
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
W e tl a n d s
Sta. 114+75.00 R 1
Des. Grade = 6,652.24
Subgrade = 6,650.74
Orig. Grnd. = 6,645.16
CL
-2.00% +5.68% -5.68% 1:3
1:3
1:3 1:3
Subexcavation
25.4'
O f f s e t=
1.
L T
E le v
.6
O f f s e t= .9
L T
E le v
1.
O f f s e t=
E le v
1.
O f f s e t=
E le v
.8
O f f s e t=
1.
E le v
.5
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
W e tl a n d s
Sta. 114+88.24 R 1
Des. Grade = 6,652.19
Subgrade = 6,650.69
Orig. Grnd. = 6,645.51
CL
+4.80% -4.80% 1:3
1:3
1:3 1:3
Subexcavation
7.9'
O f f s e t=
E le v
.6
O f f s e t=
E le v
1.
O f f s e t=
E le v
.9
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 115+00.00 R 1
Des. Grade = 6,652.14
Subgrade = 6,650.64
Orig. Grnd. = 6,645.56
CL
+4.02% -4.02% 1:3
1:3
1:3 1:2.5
Subexcavation
8.2'O f f s e t=
.3
L T
E le v
.6
O f f s e t= .5
L T
E le v
1.
O f f s e t= .6
R
T
E le v
.0
O f f s e t=
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 115+30.24 R 1
Des. Grade = 6,652.02
Subgrade = 6,650.52
Orig. Grnd. = 6,645.08
CL
+2.00% -2.00% 1:31:3
1:3 1:2.5
Subexcavation
24.1'
O f f s e t=
E le v
.5
O f f s e t= .0
L T
E le v
.8
O f f s e t=
E le v
.1
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 10
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 115+50.00 R 1
Des. Grade = 6,651.94
Subgrade = 6,650.44
Orig. Grnd. = 6,645.64
CL
+0.68% -2.00% 1:31:3
1:3 1:2.5
Subexcavation
10.4'O f f s e t=
.5
L T
E le v
.7
O f f s e t= .0
L T
E le v
.5
O f f s e t=
E le v
.0
O f f s e t=
E le v
.8
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 115+60.24 R 1
Des. Grade = 6,651.90
Subgrade = 6,650.40
Orig. Grnd. = 6,645.04
CL
0.00% -2.00% 1:31:3
1:3 1:2.5
Subexcavation
8.5'O f f s e t=
.4
L T
E le v
.1
O f f s e t=
E le v
.4
O f f s e t=
E le v
.0
O f f s e t=
E le v
.8
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
Sta. 115+90.24 R 1
Des. Grade = 6,651.78
Subgrade = 6,650.28
Orig. Grnd. = 6,645.31
CL
1:3 -2.00% -2.00% 1:3
1:3 1:2.5
Subexcavation
30.1'
O f f s e t= .0
L T
E le v
.9
O f f s e t=
.2
L T
E le v
.5
O f f s e t=
E le v
.9
O f f s e t=
E le v
.1
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
Sta. 115+98.00 R 1
Des. Grade = 6,651.75
Subgrade = 6,650.25
Orig. Grnd. = 6,645.21
CL
1:3 -2.00% -2.00% 1:3
1:3 1:2.5
Subexcavation
31.6'
O f f s e t= .4
L T
E le v
.8
O f f s e t=
1.
L T
E le v
.0
O f f s e t= .4
R
T
E le v
.8
O f f s e t=
1.
E le v
.0
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
E x is ti
P h o n e
E d g e t
R o a d
E d g e t
R o a d
Sta. 116+58.00 R 1
Des. Grade = 6,651.51
Subgrade = 6,650.01
Orig. Grnd. = 6,645.12
CL
1:3 -2.00% -2.00% 1:3
1:3 1:20
Subexcavation
10.9'O f f s e t=
E le v
.9
O f f s e t= .4
L T
E le v
.6
O f f s e t= .4
R
T
E le v
.6
O f f s e t=
1.
E le v
.5
E x is ti n g
P
E
E x is ti n g
P
E
E x is ti
P h o n e
E d g e t
R o a d
E d g e t
R o a d
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 116+61.63 R 1
Des. Grade = 6,651.49
Subgrade = 6,649.99
Orig. Grnd. = 6,645.21
CL
1:3 -2.00% -2.00% 1:3
1:3 1:20
Subexcavation
10.8'O f f s e t=
1.
E le v
.9
O f f s e t=
E le v
.6
O f f s e t=
E le v
.6
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 11
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 116+91.63 R 1
Des. Grade = 6,651.37
Subgrade = 6,649.87
Orig. Grnd. = 6,644.79
CL
1:3 -2.00% 0.00% 1:3
1:31:20 1:3
O f f s e t= .9
L T
E le v
.5
O f f s e t=
1.
L T
E le v
.1
O f f s e t=
1.
L T
E le v
.7
O f f s e t=
E le v
.8
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 117+00.00 R 1
Des. Grade = 6,652.05
Subgrade = 6,650.55
Orig. Grnd. = 6,644.97
CL
1:3 -2.00% +0.56% 1:3
1:31:3
O f f s e t= .5
L T
E le v
.4
O f f s e t=
.8
L T
E le v
.7
O f f s e t= .2
R
T
E le v
.9
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 117+21.63 R 1
Des. Grade = 6,651.25
Subgrade = 6,649.75
Orig. Grnd. = 6,645.09
CL
1:3 -2.00% +2.00% 1:3
1:31:3
O f f s e t=
.3
L T
E le v
.5
O f f s e t=
E le v
.4
O f f s e t=
E le v
.0
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 117+50.00 R 1
Des. Grade = 6,651.14
Subgrade = 6,649.64
Orig. Grnd. = 6,645.24
CL
-3.89% +3.89%
1:3 1:3
1:31:3
O f f s e t=
E le v
.8
O f f s e t= .6
L T
E le v
.0
O f f s e t=
E le v
.2
O f f s e t=
1.
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 117+75.00 R 1
Des. Grade = 6,651.04
Subgrade = 6,649.54
Orig. Grnd. = 6,645.51
CL
-5.56% +5.56% 1:3 1:3
1:3 1:3
O f f s e t=
.3
L T
E le v
.0
O f f s e t=
E le v
.6
O f f s e t=
E le v
.3
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 117+81.63 R 1
Des. Grade = 6,651.01
Subgrade = 6,649.51
Orig. Grnd. = 6,645.25
CL
-6.00% +6.00% 1:3 1:3
1:3 1:3
O f f s e t=
E le v
.0
O f f s e t= .4
L T
E le v
.5
O f f s e t= .8
R
T
E le v
.3
O f f s e t=
E le v
08-Aug-2016 03:40 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 12
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 118+00.00 R 1
Des. Grade = 6,650.94
Subgrade = 6,649.44
Orig. Grnd. = 6,645.52
CL
-6.00% +6.00% 1:3 1:3
1:3 1:3
O f f s e t=
E le v
.8
O f f s e t= .4
L T
E le v
.5
O f f s e t= .8
R
T
E le v
.2
O f f s e t=
.6
R
T
E le v
.6
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 118+25.00 R 1
Des. Grade = 6,650.83
Subgrade = 6,649.33
Orig. Grnd. = 6,646.50
CL
-6.00% +6.00% 1:3 1:3
1:3
1:3
O f f s e t=
.4
L T
E le v
.0
O f f s e t= .4
L T
E le v
.4
O f f s e t= .8
R
T
E le v
.1
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 118+50.00 R 1
Des. Grade = 6,650.71
Subgrade = 6,649.21
Orig. Grnd. = 6,646.76
CL
-6.00% +6.00% 1:3 1:3 1:3
1:2.
O f f s e t=
E le v
.4
O f f s e t= .4
L T
E le v
.2
O f f s e t= .8
R
T
E le v
.0
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 118+75.00 R 1
Des. Grade = 6,650.57
Subgrade = 6,649.07
Orig. Grnd. = 6,645.88
CL
-6.00% +6.00% 1:3 1:3
1:3
1:3
O f f s e t=
E le v
.3
O f f s e t= .4
L T
E le v
.1
O f f s e t= .8
R
T
E le v
.9
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 119+00.00 R 1
Des. Grade = 6,650.43
Subgrade = 6,648.93
Orig. Grnd. = 6,645.68
CL
-6.00% +6.00% 1:3 1:3 1:3
1:3
O f f s e t=
.7
L T
E le v
.5
O f f s e t= .4
L T
E le v
.0
O f f s e t= .8
R
T
E le v
.7
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 119+25.00 R 1
Des. Grade = 6,650.27
Subgrade = 6,648.77
Orig. Grnd. = 6,646.14
CL
-6.00% +6.00% 1:3
1:3 1:3 1:3
O f f s e t=
1.
E le v
.7
O f f s e t= .4
L T
E le v
.8
O f f s e t= .8
R
T
E le v
.6
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 13
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 119+50.00 R 1
Des. Grade = 6,650.10
Subgrade = 6,648.60
Orig. Grnd. = 6,646.01
CL
-6.00% +6.00% 1:3 1:3 1:3
1:3
O f f s e t= .4
L T
E le v
.6
O f f s e t=
.5
L T
E le v
.9
O f f s e t= .8
R
T
E le v
.4
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 119+75.00 R 1
Des. Grade = 6,649.93
Subgrade = 6,648.43
Orig. Grnd. = 6,645.74
CL
-6.00% +6.00% 1:3
1:3 1:3 1:3
O f f s e t= .4
L T
E le v
.5
O f f s e t=
E le v
.0
O f f s e t= .8
R
T
E le v
.2
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 119+78.60 R 1
Des. Grade = 6,649.91
Subgrade = 6,648.41
Orig. Grnd. = 6,645.60
CL
-6.00% +6.00% 1:3
1:3 1:3 1:3
O f f s e t=
E le v
.8
O f f s e t= .8
R
T
E le v
.2
O f f s e t= .4
L T
E le v
.4
O f f s e t= .7
L T
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 120+00.00 R 1
Des. Grade = 6,649.78
Subgrade = 6,648.28
Orig. Grnd. = 6,645.94
CL
-4.57% +4.57% 1:3 1:3 1:3
1:3
O f f s e t=
E le v
.7
O f f s e t=
E le v
.9
O f f s e t=
E le v
.5
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 120+38.60 R 1
Des. Grade = 6,649.58
Subgrade = 6,648.08
Orig. Grnd. = 6,645.58
CL
1:3 -2.00% +2.00% 1:3
1:31:3
O f f s e t=
.1
L T
E le v
.9
O f f s e t= .7
L T
E le v
.7
O f f s e t=
E le v
.3
O f f s e t=
.6
R
T
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 120+50.00 R 1
Des. Grade = 6,649.53
Subgrade = 6,648.03
Orig. Grnd. = 6,645.59
CL
1:3 -2.00% +1.24% 1:3
1:31:3
O f f s e t=
.0
L T
E le v
.9
O f f s e t= .7
L T
E le v
.7
O f f s e t=
E le v
.2
O f f s e t=
E le v
.4
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
Sta. 120+68.60 R 1
Des. Grade = 6,649.46
Subgrade = 6,647.96
Orig. Grnd. = 6,645.60
CL
1:3 -2.00% +0.00% 1:3
1:31:3
O f f s e t= .7
L T
E le v
.6
O f f s e t= .7
L T
E le v
.0
O f f s e t=
E le v
.9
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 14
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 120+98.60 R 1
Des. Grade = 6,649.35
Subgrade = 6,647.85
Orig. Grnd. = 6,644.95
CL
1:3 -2.00% -2.00% 1:3
1:31:3
O f f s e t= .7
L T
E le v
.9
O f f s e t= .7
L T
E le v
.5
O f f s e t=
E le v
.5
O f f s e t=
1.
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 121+00.00 R 1
Des. Grade = 6,649.35
Subgrade = 6,647.85
Orig. Grnd. = 6,644.98
CL
1:3 -2.00% -2.00% 1:3
1:31:3
O f f s e t=
E le v
.8
O f f s e t= .7
L T
E le v
.5
O f f s e t=
E le v
.5
O f f s e t=
1.
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 121+50.00 R 1
Des. Grade = 6,649.20
Subgrade = 6,647.70
Orig. Grnd. = 6,645.54
CL
1:3 -2.00% -2.00% 1:3
1:31:3
O f f s e t=
1.
E le v
.2
O f f s e t= .7
L T
E le v
.4
O f f s e t=
E le v
.4
O f f s e t=
E le v
.8
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 121+53.39 R 1
Des. Grade = 6,649.19
Subgrade = 6,647.69
Orig. Grnd. = 6,645.51
CL
1:3 -2.00% -2.00% 1:3
1:3 1:3
O f f s e t=
1.
L T
E le v
.1
O f f s e t= .7
L T
E le v
.3
O f f s e t=
E le v
.3
O f f s e t=
E le v
.8
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 121+83.39 R 1
Des. Grade = 6,649.10
Subgrade = 6,647.60
Orig. Grnd. = 6,645.27
CL
0.00% -2.00% 1:31:3
1:31:3
O f f s e t=
E le v
.5
O f f s e t=
E le v
.6
O f f s e t=
E le v
.3
O f f s e t=
E le v
.6
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 122+00.00 R 1
Des. Grade = 6,649.05
Subgrade = 6,647.55
Orig. Grnd. = 6,645.22
CL
+1.11% -2.00% 1:31:3
1:31:3
O f f s e t=
.7
L T
E le v
.9
O f f s e t= .3
L T
E le v
.7
O f f s e t=
E le v
.2
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 122+13.39 R 1
Des. Grade = 6,649.01
Subgrade = 6,647.51
Orig. Grnd. = 6,645.17
CL
+2.00% -2.00% 1:31:3
1:31:3
O f f s e t=
.6
L T
E le v
.9
O f f s e t=
E le v
.7
O f f s e t=
E le v
.2
O f f s e t=
.0
R
T
E le v
08-Aug-2016 03:41 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 15
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 122+50.00 R 1
Des. Grade = 6,648.90
Subgrade = 6,647.40
Orig. Grnd. = 6,645.03
CL
+4.44% -4.44% 1:3
1:3
W e tl a n d s
1:31:3
Subexcavation - 15.9'
O f f s e t=
.6
L T
E le v
.8
O f f s e t= .9
L T
E le v
.0
O f f s e t=
E le v
.7
O f f s e t=
.8
R
T
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 122+64.39 R 1
Des. Grade = 6,648.85
Subgrade = 6,647.35
Orig. Grnd. = 6,645.00
CL
+5.40% -5.40% 1:3
1:3
1:31:3
Subexcavation - 14.9'
O f f s e t=
.7
L T
E le v
.8
O f f s e t= .8
L T
E le v
.1
O f f s e t=
E le v
.5
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 122+75.00 R 1
Des. Grade = 6,648.82
Subgrade = 6,647.32
Orig. Grnd. = 6,645.01
CL
+5.40% -5.40% 1:3
1:3
1:31:3
Subexcavation - 14.3'
O f f s e t=
.3
L T
E le v
.9
O f f s e t= .8
L T
E le v
.0
O f f s e t=
E le v
.4
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 123+00.00 R 1
Des. Grade = 6,648.75
Subgrade = 6,647.25
Orig. Grnd. = 6,645.04
CL
+5.40% -5.40% 1:3
1:3
1:31:3
Subexcavation - 13.0'
O f f s e t=
.4
L T
E le v
.8
O f f s e t= .8
L T
E le v
.0
O f f s e t=
E le v
.4
O f f s e t=
1.
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 123+25.00 R 1
Des. Grade = 6,648.67
Subgrade = 6,647.17
Orig. Grnd. = 6,645.14
CL
+5.40% -5.40% 1:3
1:3
1:3 1:3
Subexcavation - 14.8'Subexcavation
12.2'
O f f s e t=
.1
L T
E le v
.5
O f f s e t= .8
L T
E le v
.9
O f f s e t=
E le v
.3
O f f s e t=
.7
R
T
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 123+50.00 R 1
Des. Grade = 6,648.60
Subgrade = 6,647.10
Orig. Grnd. = 6,645.25
CL
+5.40% -5.40% 1:3
1:3
1:31:3
Subexcavation -13.6'Subexcavation
9.8'
O f f s e t=
E le v
.7
O f f s e t= .8
L T
E le v
.8
O f f s e t=
E le v
.2
O f f s e t=
1.
E le v
.2
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 123+75.00 R 1
Des. Grade = 6,648.52
Subgrade = 6,647.02
Orig. Grnd. = 6,645.39
CL
+5.40% -5.40% 1:3
1:3
1:31:3 1:3
O f f s e t=
.5
L T
E le v
.2
O f f s e t= .8
L T
E le v
.7
O f f s e t=
E le v
.1
O f f s e t=
E le v
.1
O f f s e t= .5
R
T
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 16
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 124+00.00 R 1
Des. Grade = 6,648.45
Subgrade = 6,646.95
Orig. Grnd. = 6,645.71
CL
+5.40% -5.40%
1:3
1:3 1:3
1:31:3
O f f s e t=
.5
L T
E le v
.4
O f f s e t= .8
L T
E le v
.7
O f f s e t=
E le v
.1
O f f s e t=
E le v
.1
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 124+25.00 R 1
Des. Grade = 6,648.37
Subgrade = 6,646.87
Orig. Grnd. = 6,645.95
CL
+5.40% -5.40%
1:3
1:3 1:3
1:3 1:3
O f f s e t=
1.
L T
E le v
.9
O f f s e t= .8
L T
E le v
.6
O f f s e t=
E le v
.0
O f f s e t=
E le v
.0
O f f s e t=
1.
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 124+50.00 R 1
Des. Grade = 6,648.30
Subgrade = 6,646.80
Orig. Grnd. = 6,646.18
CL
+5.40% -5.40%
1:3
1:3 1:3
1:3 1:3
O f f s e t=
1.
E le v
.9
O f f s e t= .8
L T
E le v
.5
O f f s e t=
E le v
.9
O f f s e t=
E le v
.9
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 124+59.13 R 1
Des. Grade = 6,648.27
Subgrade = 6,646.77
Orig. Grnd. = 6,646.17
CL
+5.40% -5.40%
1:3
1:3 1:3
1:3 1:3
O f f s e t=
E le v
.1
O f f s e t= .8
L T
E le v
.5
O f f s e t=
E le v
.9
O f f s e t=
E le v
.9
O f f s e t=
.6
R
T
E le v
.6
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 124+75.00 R 1
Des. Grade = 6,648.22
Subgrade = 6,646.72
Orig. Grnd. = 6,646.15
CL
+4.34% -4.34%
1:3 1:3
1:3
1:3 1:3
O f f s e t=
.8
L T
E le v
.0
O f f s e t=
E le v
.3
O f f s e t=
E le v
.0
O f f s e t=
E le v
.0
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 125+00.00 R 1
Des. Grade = 6,648.15
Subgrade = 6,646.65
Orig. Grnd. = 6,646.17
CL
+2.68% -2.68% 1:31:3
1:3 1:3
O f f s e t=
E le v
.8
O f f s e t= .1
L T
E le v
.0
O f f s e t=
E le v
.2
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 17
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 125+10.13 R 1
Des. Grade = 6,648.12
Subgrade = 6,646.62
Orig. Grnd. = 6,646.09
CL
+2.00% -2.00% 1:31:3
1:3 1:3
O f f s e t=
E le v
.7
O f f s e t=
E le v
.9
O f f s e t=
E le v
.3
O f f s e t= .0
R
T
E le v
.2
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 125+40.13 R 1
Des. Grade = 6,648.03
Subgrade = 6,646.53
Orig. Grnd. = 6,645.98
CL
0.00% -2.00% 1:31:3
1:3 1:3
O f f s e t=
E le v
.7
O f f s e t=
E le v
.5
O f f s e t=
E le v
.2
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 125+50.00 R 1
Des. Grade = 6,648.00
Subgrade = 6,646.50
Orig. Grnd. = 6,645.91
CL
-0.66% -2.00% 1:31:3 1:31:3
O f f s e t= .5
L T
E le v
.4
O f f s e t=
E le v
.7
O f f s e t=
E le v
.2
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 125+70.13 R 1
Des. Grade = 6,647.94
Subgrade = 6,646.44
Orig. Grnd. = 6,645.79
CL
1:3 -2.00% -2.00% 1:3
1:31:3
O f f s e t= .7
L T
E le v
.1
O f f s e t=
E le v
.9
O f f s e t=
E le v
.1
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 125+79.97 R 1
Des. Grade = 6,647.91
Subgrade = 6,646.41
Orig. Grnd. = 6,645.74
CL
1:3 -2.00% -2.00% 1:3
1:31:3
O f f s e t= .7
L T
E le v
.1
O f f s e t=
E le v
.0
O f f s e t=
E le v
.1
O f f s e t=
E le v
.0
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
Sta. 125+95.64 R 1
Des. Grade = 6,647.86
Subgrade = 6,646.36
Orig. Grnd. = 6,645.66
CL
-0.96% -2.00% 1:31:3 1:31:3
O f f s e t=
E le v
.2
O f f s e t=
E le v
.3
O f f s e t=
E le v
.0
O f f s e t=
E le v
08-Aug-2016 03:42 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 18
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 126+00.00 R 1
Des. Grade = 6,647.85
Subgrade = 6,646.35
Orig. Grnd. = 6,645.64
CL
-0.66% -2.00% 1:31:3 1:31:3
O f f s e t=
E le v
.0
O f f s e t= .5
L T
E le v
.2
O f f s e t=
E le v
.0
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 126+09.97 R 1
Des. Grade = 6,647.82
Subgrade = 6,646.32
Orig. Grnd. = 6,645.56
CL
0.00% -2.00% 1:31:3 1:31:3
O f f s e t=
1.
E le v
.0
O f f s e t=
E le v
.3
O f f s e t=
E le v
.0
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 126+39.97 R 1
Des. Grade = 6,647.73
Subgrade = 6,646.23
Orig. Grnd. = 6,645.38
CL
+2.00% -2.00% 1:31:3
1:31:3
O f f s e t=
1.
E le v
.9
O f f s e t=
E le v
.5
O f f s e t=
E le v
.9
O f f s e t=
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 126+50.00 R 1
Des. Grade = 6,647.70
Subgrade = 6,646.20
Orig. Grnd. = 6,645.35
CL
+2.67% -2.67% 1:31:3
1:31:3
O f f s e t=
.0
L T
E le v
.6
O f f s e t= .1
L T
E le v
.5
O f f s e t=
E le v
.8
O f f s e t=
E le v
.2
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 126+75.00 R 1
Des. Grade = 6,647.62
Subgrade = 6,646.12
Orig. Grnd. = 6,645.22
CL
+4.34% -4.34% 1:3
1:3
1:31:3
O f f s e t=
E le v
.7
O f f s e t=
E le v
.7
O f f s e t=
E le v
.4
O f f s e t=
E le v
.1
E x is ti n g
P
E
E x is ti n g
P
E
E d g e t
R o a d
E x is ti
P h o n e
E d g e t
R o a d
Sta. 126+84.97 R 1
Des. Grade = 6,647.59
Subgrade = 6,646.09
Orig. Grnd. = 6,645.15
CL
+5.00% -5.00% 1:3
1:3
1:31:3
O f f s e t=
.8
L T
E le v
.8
O f f s e t= .9
L T
E le v
.7
O f f s e t=
E le v
.3
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 19
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 127+00.00 R 1
Des. Grade = 6,647.55
Subgrade = 6,646.05
Orig. Grnd. = 6,645.00
CL
+5.00% -5.00% 1:3
1:3
1:31:3
O f f s e t=
.1
L T
E le v
.6
O f f s e t= .9
L T
E le v
.7
O f f s e t=
E le v
.2
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 127+25.00 R 1
Des. Grade = 6,647.47
Subgrade = 6,645.97
Orig. Grnd. = 6,644.83
CL
+5.00% -5.00% 1:3
1:3
1:31:3
O f f s e t=
E le v
.6
O f f s e t= .9
L T
E le v
.6
O f f s e t=
E le v
.2
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 127+50.00 R 1
Des. Grade = 6,647.40
Subgrade = 6,645.90
Orig. Grnd. = 6,644.68
CL
+5.00% -5.00% 1:3
1:3
1:3 1:3
O f f s e t=
E le v
.3
O f f s e t= .9
L T
E le v
.6
O f f s e t=
E le v
.1
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 127+75.00 R 1
Des. Grade = 6,647.33
Subgrade = 6,645.83
Orig. Grnd. = 6,644.62
CL
+5.00% -5.00% 1:3
1:3
1:3 1:3
O f f s e t=
E le v
.4
O f f s e t= .9
L T
E le v
.5
O f f s e t=
E le v
.0
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 128+00.00 R 1
Des. Grade = 6,647.29
Subgrade = 6,645.79
Orig. Grnd. = 6,644.59
CL
+5.00% -5.00% 1:3
1:3
1:3 1:3
O f f s e t=
.9
L T
E le v
.4
O f f s e t= .9
L T
E le v
.4
O f f s e t=
E le v
.0
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 128+25.00 R 1
Des. Grade = 6,647.26
Subgrade = 6,645.76
Orig. Grnd. = 6,644.72
CL
+5.00% -5.00% 1:3
1:3
W e tl a n d s
1:3 1:3
Subexcavation - 12.7'
Subexcavation
7.0'O f f s e t=
.2
L T
E le v
.3
O f f s e t= .9
L T
E le v
.4
O f f s e t=
E le v
.0
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 20
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 128+50.00 R 1
Des. Grade = 6,647.25
Subgrade = 6,645.75
Orig. Grnd. = 6,644.89
CL
+5.00% -5.00% 1:3
1:3
1:3 1:3
Subexcavation - 11.4'
Subexcavation
7.5'O f f s e t=
.6
L T
E le v
.5
O f f s e t= .9
L T
E le v
.4
O f f s e t=
E le v
.9
O f f s e t=
E le v
.8
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 128+64.59 R 1
Des. Grade = 6,647.25
Subgrade = 6,645.75
Orig. Grnd. = 6,644.86
CL
+5.00% -5.00% 1:3
1:3
1:3 1:3
Subexcavation - 11.7'
O f f s e t=
E le v
.5
O f f s e t= .9
L T
E le v
.4
O f f s e t=
E le v
.9
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 128+75.00 R 1
Des. Grade = 6,647.26
Subgrade = 6,645.76
Orig. Grnd. = 6,644.81
CL
+4.31% -4.31% 1:31:3
1:3 1:3
Subexcavation - 12.6'
O f f s e t=
E le v
.6
O f f s e t= .9
L T
E le v
.3
O f f s e t=
E le v
.1
O f f s e t=
E le v
.6
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 129+00.00 R 1
Des. Grade = 6,647.29
Subgrade = 6,645.79
Orig. Grnd. = 6,644.70
CL
+2.64% -2.64% 1:31:3
1:3 1:3
Subexcavation - 12.0'
O f f s e t=
1.
L T
E le v
.6
O f f s e t= .1
L T
E le v
.1
O f f s e t=
E le v
.4
O f f s e t=
E le v
.4
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 129+09.59 R 1
Des. Grade = 6,647.30
Subgrade = 6,645.80
Orig. Grnd. = 6,644.74
CL
+2.00% -2.00% 1:31:3
1:31:3
Subexcavation - 10.8'
O f f s e t=
1.
L T
E le v
.6
O f f s e t=
E le v
.0
O f f s e t=
E le v
.5
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 129+39.59 R 1
Des. Grade = 6,647.37
Subgrade = 6,645.87
Orig. Grnd. = 6,644.85
CL
1:3
0.00% -2.00% 1:3 1:3
1:3
Subexcavation - 4.7'
O f f s e t=
E le v
.9
O f f s e t=
E le v
.8
O f f s e t=
E le v
.5
O f f s e t=
E le v
08-Aug-2016 03:43 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 21
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 129+50.00 R 1
Des. Grade = 6,647.40
Subgrade = 6,645.90
Orig. Grnd. = 6,644.89
CL
1:3
-0.69% -2.00% 1:31:3 1:4.2
O f f s e t=
E le v
.8
O f f s e t=
E le v
.0
O f f s e t=
E le v
.6
O f f s e t= .3
R
T
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 129+69.59 R 1
Des. Grade = 6,647.46
Subgrade = 6,645.96
Orig. Grnd. = 6,644.95
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t= .7
L T
E le v
.6
O f f s e t=
E le v
.0
O f f s e t=
E le v
.6
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 130+00.00 R 1
Des. Grade = 6,647.55
Subgrade = 6,646.05
Orig. Grnd. = 6,645.01
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t= .7
L T
E le v
.7
O f f s e t=
E le v
.0
O f f s e t=
E le v
.7
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 130+50.00 R 1
Des. Grade = 6,647.70
Subgrade = 6,646.20
Orig. Grnd. = 6,645.00
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t=
.8
L T
E le v
.8
O f f s e t= .7
L T
E le v
.9
O f f s e t=
E le v
.9
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 131+00.00 R 1
Des. Grade = 6,647.85
Subgrade = 6,646.35
Orig. Grnd. = 6,644.58
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t=
1.
L T
E le v
.6
O f f s e t= .7
L T
E le v
.0
O f f s e t=
E le v
.0
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 131+50.00 R 1
Des. Grade = 6,648.00
Subgrade = 6,646.50
Orig. Grnd. = 6,644.16
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t=
.6
L T
E le v
.2
O f f s e t= .7
L T
E le v
.2
O f f s e t=
E le v
.2
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 22
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
Sta. 132+00.00 R 1
Des. Grade = 6,648.15
Subgrade = 6,646.65
Orig. Grnd. = 6,644.61
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t=
E le v
.5
O f f s e t= .7
L T
E le v
.3
O f f s e t=
E le v
.3
O f f s e t=
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 132+50.00 R 1
Des. Grade = 6,648.30
Subgrade = 6,646.80
Orig. Grnd. = 6,646.23
CL
1:3
1:3
-2.00% -2.00% 1:3 1:3
O f f s e t= .7
L T
E le v
.5
O f f s e t=
E le v
.3
O f f s e t=
E le v
.5
O f f s e t= .0
R
T
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
Sta. 132+85.85 R 1
Des. Grade = 6,648.41
Subgrade = 6,646.91
Orig. Grnd. = 6,646.57
CL
1:3 1:31:3
-2.00% -2.00% 1:31:3.9
O f f s e t= .7
L T
E le v
.6
O f f s e t= .7
L T
E le v
.6
O f f s e t= .9
L T
E le v
.0
O f f s e t=
E le v
.6
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 133+00.00 R 1
Des. Grade = 6,648.45
Subgrade = 6,646.95
Orig. Grnd. = 6,646.54
CL
1:3
-1.06% -2.00% 1:3 1:3
1:3
W e tl a n d s
W e tl a n d s
Subexcavation - 4.1' Subexcavation - 5.6'
O f f s e t=
E le v
.2
O f f s e t=
E le v
.7
O f f s e t=
E le v
.6
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 133+15.85 R 1
Des. Grade = 6,648.50
Subgrade = 6,647.00
Orig. Grnd. = 6,646.49
CL
1:3
0.00% -2.00% 1:31:3 1:3
Subexcavation - 8.5' Subexcavation - 7.3'
O f f s e t=
1.
E le v
.6
O f f s e t=
E le v
.7
O f f s e t=
E le v
.9
O f f s e t=
E le v
.0
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 133+45.85 R 1
Des. Grade = 6,648.59
Subgrade = 6,647.09
Orig. Grnd. = 6,646.32
CL
1:3
+2.00% -2.00% 1:3 1:3
1:3
Subexcavation - 10.6' Subexcavation - 12.4'
O f f s e t=
1.
E le v
.8
O f f s e t=
E le v
.3
O f f s e t=
E le v
.7
O f f s e t=
E le v
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 23
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 133+50.00 R 1
Des. Grade = 6,648.60
Subgrade = 6,647.10
Orig. Grnd. = 6,646.29
CL
1:3
+2.28% -2.28% 1:3 1:3
1:3
Subexcavation - 10.9' Subexcavation - 12.7'
O f f s e t=
1.
L T
E le v
.8
O f f s e t= .2
L T
E le v
.4
O f f s e t=
E le v
.7
O f f s e t=
E le v
.7
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 133+75.85 R 1
Des. Grade = 6,648.68
Subgrade = 6,647.18
Orig. Grnd. = 6,646.09
CL
1:3
+4.00% -4.00%
1:3
1:31:3
Subexcavation - 12.3' Subexcavation - 10.8'
O f f s e t=
.6
L T
E le v
.8
O f f s e t=
E le v
.7
O f f s e t=
E le v
.1
O f f s e t= .1
R T
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 134+00.00 R 1
Des. Grade = 6,648.75
Subgrade = 6,647.25
Orig. Grnd. = 6,646.04
CL
1:3
+4.00% -4.00%
1:3
1:31:3
Subexcavation - 12.0' Subexcavation - 10.3'
O f f s e t=
1.
L T
E le v
.1
O f f s e t=
E le v
.8
O f f s e t= .1
R T
E le v
.6
O f f s e t=
E le v
.3
E x is ti n g
P
E
E x is ti n g
P
E
E d g e o f
E x is t
S h o u ld e r
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 134+25.00 R 1
Des. Grade = 6,648.82
Subgrade = 6,647.32
Orig. Grnd. = 6,646.02
CL
1:3
+4.00% -4.00%
1:3
1:31:3
Subexcavation - 12.3' Subexcavation - 9.6'
O f f s e t=
E le v
.0
O f f s e t=
E le v
.8
O f f s e t= .1
R T
E le v
.7
O f f s e t=
E le v
.5
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
W e tl a n d s
Sta. 134+51.40 R 1
Des. Grade = 6,648.90
Subgrade = 6,647.40
Orig. Grnd. = 6,646.21
CL
1:3
+4.00% -4.00%
1:3
1:31:3
Subexcavation - 11.5' Subexcavation - 10.9'
O f f s e t=
E le v
.1
O f f s e t=
E le v
.9
O f f s e t= .1
R T
E le v
.8
O f f s e t=
E le v
.3
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 134+81.40 R 1
Des. Grade = 6,648.99
Subgrade = 6,647.49
Orig. Grnd. = 6,646.31
CL
1:3
+2.00% -2.00% 1:3 1:3
1:3
Subexcavation - 11.1' Subexcavation - 12.4'
O f f s e t=
.5
L T
E le v
.0
O f f s e t=
E le v
.7
O f f s e t=
E le v
.2
O f f s e t=
E le v
08-Aug-2016 03:44 PM ...\MT_Beaverhead_273(1)_Cross-Sections.dgn [Int_ft2D]
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
6640 6640
6650 6650
6660 6660
Elk Lake Road
MT Beaverhead 273(1)
Sheet 24
July 21, 2016
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 135+00.00 R 1
Des. Grade = 6,649.05
Subgrade = 6,647.55
Orig. Grnd. = 6,646.29
CL
1:3
+0.76% -2.00% 1:3 1:3
1:3
Subexcavation - 11.2' Subexcavation - 12.7'
O f f s e t=
.9
L T
E le v
.8
O f f s e t=
E le v
.6
O f f s e t=
E le v
.2
O f f s e t=
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 135+11.40 R 1
Des. Grade = 6,649.08
Subgrade = 6,647.58
Orig. Grnd. = 6,646.28
CL
1:3
0.00% -2.00% 1:3 1:3
1:3
Subexcavation - 11.3' Subexcavation - 12.9'
O f f s e t=
.1
L T
E le v
.6
O f f s e t=
E le v
.5
O f f s e t=
E le v
.2
O f f s e t=
1.
E le v
.1
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 135+41.40 R 1
Des. Grade = 6,649.17
Subgrade = 6,647.67
Orig. Grnd. = 6,646.42
CL
1:3
1:3
-2.00% -2.00% 1:3
1:3
Subexcavation - 11.5' Subexcavation - 13.8'
O f f s e t=
.5
L T
E le v
.4
O f f s e t= .7
L T
E le v
.3
O f f s e t=
E le v
.3
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 135+50.00 R 1
Des. Grade = 6,649.20
Subgrade = 6,647.70
Orig. Grnd. = 6,646.47
CL
1:3
1:3
-2.00% -2.00% 1:3
1:3
Subexcavation - 11.7' Subexcavation - 14.0'
O f f s e t=
.8
L T
E le v
.3
O f f s e t= .7
L T
E le v
.4
O f f s e t=
E le v
.4
O f f s e t=
E le v
.9
E d g e t
R o a d
E d g e t
R o a d
E x is ti
P h o n e
E d g e o f
E x is t
S h o u ld e r
E x is ti n g
P
E
E x is ti n g
P
E
W e tl a n d s
W e tl a n d s
Sta. 136+00.00 R 1
Des. Grade = 6,649.35
Subgrade = 6,647.85
Orig. Grnd. = 6,647.08
CL
1:3
1:3
-2.00% -2.00%…
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