Mainline_X-Sections.pdf
PDF 23 MB Posted
- Attached to
- ID PFH 26(3), Ketchum Challis Highway (Pebble Beach Section) Federal contract opportunity
- Solicitation number
- DTFH70-15-B-00017
About this file
Plotted cross-sections_ID PFH 26(3)
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidSum_Ketchum.pdf | ||
| Q A_5-13.pdf | ||
| Q A_05-02.pdf | ||
| A001.pdf | ||
| Skewed-Pipe_X-sections.pdf | ||
| if02603-V8_EARTHWORK.pdf | ||
| GR07-15_Ketchum-Challis_FINAL.pdf | ||
| if02603_100_Plan_set.pdf | ||
| Plan_Request_Ketchum_Challis.pdf | ||
| Harrison_Driveway_X-Sections.pdf | ||
| if02603-V8_EW_Harrison.pdf | ||
| IFB_ID_PFH_26(3).pdf | ||
| SWPPP_Ketchum-Challis_Pebble_Beach _ID_PFH_26(3) _Custer_County_ID.pdf | ||
| ID_PFH_26(3) _Preliminary_Letter.pdf | ||
| ID_PFH_26(3) _Project_Description.pdf | ||
| ID_PFH_26(3) _95__Planset-Preliminary.pdf |
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Text version
FEDERAL HIGHWAY ADMINISTRATION
US DEPARTMENT OF TRANSPORTATION
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
IDAHO
CUSTER COUNTY
SAWTOOTH NRA, SAWTOOTH NATIONAL FOREST
KETCHUM - CHALLIS HIGHWAY (PEBBLE BEACH SECTION)
ID PFH 26(3)
03/10/2016
MAINLINE CROSS SECTIONS
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 1
Sta. 126+75.00 R 1
Des. Grade = 5,857.686
Subgrade = 5,856.686
Orig. Grnd. = 5,857.665
CL
1:3 1:3
1:3 -5.600% +5.600% -2.000%1:3
1:20 1:3
O f f s e t=
1.
R T
E le v
.7
O f f s e t= .9
L T
E le v
.5
O f f s e t=
.9
R T
E le v
.3
O f f s e t= .9
R T
E le v
.3
O f f s e t= .0
R T
E le v
.4
O f f s e t= .6
1' L
T
E le v
.7
O f f s e t= .6
1' L
T
E le v
.7
Sta. 127+00.00 R 1
Des. Grade = 5,858.050
Subgrade = 5,857.050
Orig. Grnd. = 5,858.034
CL
1:3 1:3
1:3 -5.600% +5.600% 1:3
1:20 1:3
O f f s e t=
.3
R T
E le v
.3
O f f s e t= .1 L T
E le v
.9
O f f s e t= .5
R T
E le v
.9
O f f s e t= .5
R T
E le v
.9
O f f s e t= .6
1' L
T
E le v
.1
O f f s e t= .6
1' L
T
E le v
.1
Sta. 127+50.00 R 1
Des. Grade = 5,858.640
Subgrade = 5,857.640
Orig. Grnd. = 5,858.522
CL
1:3 1:3
1:3 -5.600% +5.600% 1:3
1:20 1:3
O f f s e t=
.4
R T
E le v
.2
O f f s e t= .6
1' L
T
E le v
.3
O f f s e t= .5
R T
E le v
.5
O f f s e t= .5
R T
E le v
.5
O f f s e t= .6
1' L
T
E le v
.7
O f f s e t= .6
1' L
T
E le v
.7
5:14 PM 10 March 2016 ]US_Sur_ft2D [c:\myfiles\pw_production\d0174653\if02603xa-layout.dgn
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 2
Sta. 128+00.00 R 1
Des. Grade = 5,859.045
Subgrade = 5,858.045
Orig. Grnd. = 5,858.887
CL
1:3 1:31:3
-4.668% +3.959% 1:3 1:20
1:3
O f f s e t=
.9
R T
E le v
.2
O f f s e t= .9
L T
E le v
.4
O f f s e t= .6
R T
E le v
.6
O f f s e t= .6
R T
E le v
.6
O f f s e t= .4
L T
E le v
.2
O f f s e t= .4
L T
E le v
.2
Sta. 128+15.50 R 1
Des. Grade = 5,859.134
Subgrade = 5,858.134
Orig. Grnd. = 5,858.950
CL
1:3 1:3
1:3
-4.287% +3.290% 1:3 1:20
1:3
O f f s e t=
.7
R T
E le v
.2
O f f s e t= .0
L T
E le v
.6
O f f s e t= .7
R T
E le v
.6
O f f s e t= .7
R T
E le v
.6
O f f s e t= .4
L T
E le v
.4
O f f s e t= .4
L T
E le v
.4
Sta. 128+50.00 R 1
Des. Grade = 5,859.266
Subgrade = 5,858.266
Orig. Grnd. = 5,859.063
CL
1:3 1:31:3
-3.441% +1.800% 1:3
1:20 1:3
O f f s e t=
.6
R T
E le v
.9
O f f s e t= .3
L T
E le v
.0
O f f s e t= .8
R T
E le v
.5
O f f s e t= .8
R T
E le v
.5
O f f s e t= .3
L T
E le v
.7
O f f s e t= .3
L T
E le v
.7
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 3
Sta. 128+59.00 R 1
Des. Grade = 5,859.286
Subgrade = 5,858.286
Orig. Grnd. = 5,859.076
CL
1:3 1:31:3
-3.220% +1.411% 1:3
1:20 1:3
O f f s e t=
1.
R T
E le v
.8
O f f s e t= .7
L T
E le v
.8
O f f s e t= .8
R T
E le v
.5
O f f s e t= .8
R T
E le v
.5
O f f s e t= .3
L T
E le v
.7
O f f s e t= .3
L T
E le v
.7
Sta. 128+64.50 R 1
Des. Grade = 5,859.296
Subgrade = 5,858.296
Orig. Grnd. = 5,859.085
CL
1:3 1:31:3
-3.085% +1.174% 1:3
1:20 1:3
O f f s e t=
1.
R T
E le v
.8
O f f s e t= .3
L T
E le v
.8
O f f s e t= .9
R T
E le v
.4
O f f s e t= .9
R T
E le v
.4
O f f s e t= .3
1' L
T
E le v
.7
O f f s e t= .3
1' L
T
E le v
.7
Sta. 128+69.18 R 1
Des. Grade = 5,859.303
Subgrade = 5,858.303
Orig. Grnd. = 5,859.092
CL
1:3 1:3
-2.970% +0.972% 1:3
1:20 1:3
O f f s e t=
1.
1' R
T
E le v
.8
O f f s e t= .6
L T
E le v
.7
O f f s e t= .9
R T
E le v
.4
O f f s e t= .9
R T
E le v
.4
O f f s e t= .2
L T
E le v
.8
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 4
Sta. 128+75.00 R 1
Des. Grade = 5,859.312
Subgrade = 5,858.312
Orig. Grnd. = 5,859.102
CL
1:3 1:3
-2.827% +0.720% 1:3
1:20 1:3
O f f s e t=
.8
R T
E le v
.8
O f f s e t= .0
L T
E le v
.6
O f f s e t= .9
R T
E le v
.4
O f f s e t= .9
R T
E le v
.4
O f f s e t= .2
L T
E le v
.8
Sta. 129+00.00 R 1
Des. Grade = 5,859.349
Subgrade = 5,858.349
Orig. Grnd. = 5,859.123
CL
1:3
1:3
-2.214% -0.359% 1:3
1:20 1:3
O f f s e t=
.4
R T
E le v
.5
O f f s e t= 1.
L T
E le v
.1
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
R T
E le v
.2
O f f s e t= .2
1' L
T
E le v
.9
Sta. 129+08.72 R 1
Des. Grade = 5,859.362
Subgrade = 5,858.362
Orig. Grnd. = 5,859.125
CL
1:3
1:31:31:6
Special Ditch Profile
Elevation = 5,855.920
-2.000% -0.735% 1:3
1:20 1:3
O f f s e t=
.8
R T
E le v
.5
O f f s e t= .8
L T
E le v
.9
O f f s e t= .0
R T
E le v
.2
O f f s e t= .0
R T
E le v
.2
O f f s e t= .1 L T
E le v
.0
O f f s e t= .5
L T
E le v
.9
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 5
Sta. 129+50.00 R 1
Des. Grade = 5,859.424
Subgrade = 5,858.424
Orig. Grnd. = 5,859.098
CL
1:3
-S pe ci al D it ch E le va ti on A bo ve G ro un d
1:3
-2.000% -2.000% 1:3
1:20 1:3
O f f s e t=
.9
R T
E le v
.5
O f f s e t= .5
L T
E le v
.6
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
Sta. 129+65.08 R 1
Des. Grade = 5,859.447
Subgrade = 5,858.447
Orig. Grnd. = 5,859.073
CL
1:3
-S pe ci al D it ch E le va ti on A bo ve G ro un d
1:3
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.5
R T
E le v
.7
O f f s e t= .6
L T
E le v
.6
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
Sta. 129+88.83 R 1
Des. Grade = 5,859.483
Subgrade = 5,858.483
Orig. Grnd. = 5,859.011
CL
1:3
1:31:31:4
Special Ditch Profile
Elevation = 5,855.680
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.1
R T
E le v
.9
O f f s e t= .8
L T
E le v
.1
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1
R T
E le v
.1
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
.6
O f f s e t= .0
L T
E le v
.6
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 6
Sta. 130+00.00 R 1
Des. Grade = 5,859.500
Subgrade = 5,858.500
Orig. Grnd. = 5,858.974
CL
1:3
1:31:31:3
Special Ditch Profile
Elevation = 5,855.646
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.1
R T
E le v
.0
O f f s e t= .6
L T
E le v
.7
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1
R T
E le v
.1
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
.6
O f f s e t= .2
L T
E le v
.6
Sta. 130+12.29 R 1
Des. Grade = 5,859.518
Subgrade = 5,858.518
Orig. Grnd. = 5,858.942
CL
1:3
1:31:31:3
Special Ditch Profile
Elevation = 5,855.609
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.8
R T
E le v
.9
O f f s e t= .9
L T
E le v
.3
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
O f f s e t= .9
L T
E le v
.6
O f f s e t= .6
L T
E le v
.6
Sta. 130+25.08 R 1
Des. Grade = 5,859.537
Subgrade = 5,858.537
Orig. Grnd. = 5,858.931
CL
1:3
1:31:31:2.5
Special Ditch Profile
Elevation = 5,855.571
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.0
R T
E le v
.2
O f f s e t= .7
L T
E le v
.8
O f f s e t=
.3
R T
E le v
.0
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1
R 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 L T
E le v
.5
O f f s e t= .1 L T
E le v
.5
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 7
24" CMP 58' 4.005% IN-TypeII Sta. 130+28.83 R 1
Des. Grade = 5,859.543
Subgrade = 5,858.543
Orig. Grnd. = 5,858.928
CL
1:3
1:31:3 1:2.5
Special Ditch Profile
Elevation = 5,855.561
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.1
R T
E le v
1.
O f f s e t= .0
L T
E le v
.9
O f f s e t=
1.
R T
E le v
.1
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1
R 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 L T
E le v
.5
O f f s e t= .1 L T
E le v
.5
Sta. 130+32.58 R 1
Des. Grade = 5,859.549
Subgrade = 5,858.549
Orig. Grnd. = 5,858.925
CL
1:3
1:31:3 1:2.5
Special Ditch Profile
Elevation = 5,855.574
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.7
R T
E le v
1.
O f f s e t= .1 L T
E le v
.9
O f f s e t=
.7
R T
E le v
.0
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1
R 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 L T
E le v
.5
O f f s e t= .1 L T
E le v
.5
Sta. 130+32.83 R 1
Des. Grade = 5,859.549
Subgrade = 5,858.549
Orig. Grnd. = 5,858.925
CL
1:3
1:31:3 1:2.5
Special Ditch Profile
Elevation = 5,855.575
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.9
R T
E le v
1.
O f f s e t= .1 L T
E le v
.9
O f f s e t=
.9
1' R
T
E le v
.9
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1
R 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 L T
E le v
.5
O f f s e t= .1 L T
E le v
.5
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 8
Sta. 130+50.00 R 1
Des. Grade = 5,859.575
Subgrade = 5,858.575
Orig. Grnd. = 5,858.910
CL
1:3
1:31:3 1:2
Special Ditch Profile
Elevation = 5,855.637
-2.000% -2.000% 1:3
1:20 1:3
O f f s e t=
.9
1' R
T
E le v
.5
O f f s e t= .3
L T
E le v
.1
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1 L T
E le v
.2
O f f s e t= .0
L T
E le v
.6
O f f s e t= .2
L T
E le v
.6
Sta. 130+72.83 R 1
Des. Grade = 5,859.609
Subgrade = 5,858.609
Orig. Grnd. = 5,858.916
CL
1:3
1:31:3 1:2
Special Ditch Profile
Elevation = 5,855.720
-2.000% -2.000% 1:3
1:20 1:3
O f f s e t=
.3
R T
E le v
.7
O f f s e t= .6
L T
E le v
.1
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1 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= .8
L T
E le v
.7
Sta. 130+92.58 R 1
Des. Grade = 5,859.639
Subgrade = 5,858.639
Orig. Grnd. = 5,858.923
CL
1:3
1:31:3 1:1.5
Special Ditch Profile
Elevation = 5,855.791
-2.000% -2.000% 1:3 1:3
O f f s e t= .2
R T
E le v
.3
O f f s e t= .6
1' L
T
E le v
.3
O f f s e t= .1
R T
E le v
.3
O f f s e t= .1 L T
E le v
.3
O f f s e t= .7
L T
E le v
.7
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 9
Sta. 131+00.00 R 1
Des. Grade = 5,859.650
Subgrade = 5,858.650
Orig. Grnd. = 5,858.926
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,855.818
-2.000% -2.000% 1:3 1:3
O f f s e t= .2
R T
E le v
.3
O f f s e t= 1.
L T
E le v
1.
O f f s e t= .1
R T
E le v
.3
O f f s e t= .1 L T
E le v
.3
O f f s e t= .7
L T
E le v
.8
Sta. 131+50.00 R 1
Des. Grade = 5,859.725
Subgrade = 5,858.725
Orig. Grnd. = 5,858.958
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,855.999
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
1.
R T
E le v
.2
O f f s e t= .3
L T
E le v
.6
O f f s e t= .1
R T
E le v
.4
O f f s e t= .1
R T
E le v
.4
O f f s e t= .1 L T
E le v
.4
O f f s e t= .4
L T
E le v
.0
Sta. 132+00.00 R 1
Des. Grade = 5,859.800
Subgrade = 5,858.800
Orig. Grnd. = 5,859.032
CL
1:3
1:3
1:1.5
Special Ditch Profile
Elevation = 5,856.179
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
.1 1' R
T
E le v
.4
O f f s e t= .6
L T
E le v
1.
O f f s e t= .1
R T
E le v
.4
O f f s e t= .1
R T
E le v
.4
O f f s e t= .1 L T
E le v
.4
O f f s e t= .0
L T
E le v
.1
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 10
Sta. 132+50.00 R 1
Des. Grade = 5,859.875
Subgrade = 5,858.875
Orig. Grnd. = 5,859.008
CL
1:3
1:3
1:1.5
Special Ditch Profile
Elevation = 5,856.360
-2.000% -2.000% 1:3 1:20
1:3
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .0
L T
E le v
.2
O f f s e t= .1
R T
E le v
.5
O f f s e t= .1
R T
E le v
.5
O f f s e t= .1 L T
E le v
.5
O f f s e t= .7
L T
E le v
.3
Sta. 133+00.00 R 1
Des. Grade = 5,859.950
Subgrade = 5,858.950
Orig. Grnd. = 5,859.008
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,856.541
-2.000% -2.000% 1:3 1:3
O f f s e t= .5
R T
E le v
.5
O f f s e t= .1 L T
E le v
.0
O f f s e t= .1
R T
E le v
.6
O f f s e t= .1 L T
E le v
.6
O f f s e t= .4
L T
E le v
.5
Sta. 133+50.00 R 1
Des. Grade = 5,860.026
Subgrade = 5,859.026
Orig. Grnd. = 5,858.988
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,856.722
-2.000% -2.000% 1:3 1:3
O f f s e t=
.0
R T
E le v
.7
O f f s e t= .5
1' L
T
E le v
.9
O f f s e t= .1
R T
E le v
.7
O f f s e t= .1 L T
E le v
.7
O f f s e t= .1 L T
E le v
.7
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 11
Sta. 134+00.00 R 1
Des. Grade = 5,860.101
Subgrade = 5,859.101
Orig. Grnd. = 5,858.885
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,856.903
-2.000% -2.000% 1:3 1:3
O f f s e t=
1.
R T
E le v
.1
O f f s e t= .0
L T
E le v
.0
O f f s e t= .1
R T
E le v
.7
O f f s e t= .1 L T
E le v
.7
O f f s e t= 1.
1' L
T
E le v
.9
Sta. 134+26.73 R 1
Des. Grade = 5,860.141
Subgrade = 5,859.141
Orig. Grnd. = 5,858.839
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,856.999
-2.000% -2.000% 1:3 1:3
O f f s e t=
1.
1' R
T
E le v
.1
O f f s e t= .4
L T
E le v
.8
O f f s e t= .1
R T
E le v
.8
O f f s e t= .1 L T
E le v
.8
O f f s e t= 1.
L T
E le v
.0
Sta. 134+50.00 R 1
Des. Grade = 5,860.176
Subgrade = 5,859.176
Orig. Grnd. = 5,858.851
CL
1:3
1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.083
-2.000% -2.000% 1:3 1:3
O f f s e t=
.0
R T
E le v
.9
O f f s e t= .3
1' L
T
E le v
.2
O f f s e t= .1
R T
E le v
.8
O f f s e t= .1 L T
E le v
.8
O f f s e t= 1.
L T
E le v
.0
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 12
Sta. 135+00.00 R 1
Des. Grade = 5,860.251
Subgrade = 5,859.251
Orig. Grnd. = 5,858.881
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.264
-2.000% -2.000% 1:3 1:2
O f f s e t=
.8
R T
E le v
.5
O f f s e t= .9
L T
E le v
.4
O f f s e t= .1
R T
E le v
.9
O f f s e t= .1 L T
E le v
.9
O f f s e t= 1.
L T
E le v
.2
Sta. 135+14.54 R 1
Des. Grade = 5,860.273
Subgrade = 5,859.273
Orig. Grnd. = 5,858.864
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.317
-2.000% -2.000% 1:3 1:2
O f f s e t=
.7
R T
E le v
.6
O f f s e t= .6
L T
E le v
.3
O f f s e t= .1
R T
E le v
.9
O f f s e t= .1 L T
E le v
.9
O f f s e t= 1.
L T
E le v
.3
Sta. 135+18.71 R 1
Des. Grade = 5,860.279
Subgrade = 5,859.279
Orig. Grnd. = 5,858.859
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.332
-2.000% -2.000% 1:3 1:2
O f f s e t=
.7
R T
E le v
.6
O f f s e t= .9
L T
E le v
.2
O f f s e t= .1
R T
E le v
.9
O f f s e t= .1 L T
E le v
.9
O f f s e t= 1.
L T
E le v
.3
O f f s e t= 1.
L T
E le v
.3
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 13
Sta. 135+25.00 R 1
Des. Grade = 5,860.289
Subgrade = 5,859.289
Orig. Grnd. = 5,858.852
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.354
-2.000% -2.000% 1:3 1:2
O f f s e t=
.9
R T
E le v
.6
O f f s e t= .2
L T
E le v
.1
O f f s e t= .1
R T
E le v
.9
O f f s e t= .1 L T
E le v
.9
O f f s e t= 1.
L T
E le v
.3
O f f s e t= .0
L T
E le v
.3
Sta. 135+50.00 R 1
Des. Grade = 5,860.326
Subgrade = 5,859.326
Orig. Grnd. = 5,858.824
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.445
-2.000% -2.000% 1:3 1:1.5
O f f s e t= .7
R T
E le v
.3
O f f s e t= .0
L T
E le v
.5
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .8
L T
E le v
.4
O f f s e t= .4
1' L
T
E le v
.4
Sta. 135+65.00 R 1
Des. Grade = 5,860.349
Subgrade = 5,859.349
Orig. Grnd. = 5,858.812
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.499
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
1.
R T
E le v
.3
O f f s e t= .6
L T
E le v
.7
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .7
L T
E le v
.5
O f f s e t= .8
L T
E le v
.5
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 14
Sta. 135+74.54 R 1
Des. Grade = 5,860.363
Subgrade = 5,859.363
Orig. Grnd. = 5,858.814
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.533
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
.9
R T
E le v
.8
O f f s e t= .6
L T
E le v
.8
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .7
1' L
T
E le v
.5
O f f s e t= .7
1' L
T
E le v
.5
Sta. 135+75.00 R 1
Des. Grade = 5,860.364
Subgrade = 5,859.364
Orig. Grnd. = 5,858.814
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.535
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
.2
R T
E le v
.5
O f f s e t= .6
L T
E le v
.8
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .7
1' L
T
E le v
.5
O f f s e t= .7
1' L
T
E le v
.5
R e ta in in g
W a ll F a c e
R e ta in ll F a c e
24" CMP 47' 12.440 % IN-TypeII
R e ta in ll F a c e
R e ta in ll F a c e
Sta. 135+78.29 R 1
Des. Grade = 5,860.369
Subgrade = 5,859.369
Orig. Grnd. = 5,858.814
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.547
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
1.
R T
E le v
.4
O f f s e t= .6
1' L
T
E le v
.8
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .6
L T
E le v
.5
O f f s e t= .6
L T
E le v
.5
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 15
Sta. 135+82.04 R 1
Des. Grade = 5,860.374
Subgrade = 5,859.374
Orig. Grnd. = 5,858.815
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.561
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
.6
R T
E le v
.5
O f f s e t= .5
L T
E le v
.8
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .6
L T
E le v
.5
O f f s e t= .6
L T
E le v
.5
Sta. 135+85.00 R 1
Des. Grade = 5,860.379
Subgrade = 5,859.379
Orig. Grnd. = 5,858.816
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.571
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
.4
R T
E le v
.2
O f f s e t= .2
L T
E le v
.8
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .6
L T
E le v
.5
O f f s e t= .3
L T
E le v
.5
Sta. 136+00.00 R 1
Des. Grade = 5,860.401
Subgrade = 5,859.401
Orig. Grnd. = 5,858.819
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.626
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
.2
R T
E le v
.6
O f f s e t= .3
L T
E le v
.6
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .5
L T
E le v
.6
O f f s e t= .7
L T
E le v
.6
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 16
Sta. 136+30.00 R 1
Des. Grade = 5,860.447
Subgrade = 5,859.447
Orig. Grnd. = 5,858.824
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.734
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
1.
R T
E le v
.7
O f f s e t= .5
1' L
T
E le v
.3
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
O f f s e t= .3
L T
E le v
.7
O f f s e t= 1.
L T
E le v
.7
Sta. 136+35.00 R 1
Des. Grade = 5,860.454
Subgrade = 5,859.454
Orig. Grnd. = 5,858.825
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.752
-2.000% -2.000% 1:3
1:1.3
O f f s e t=
.3
R T
E le v
.4
O f f s e t= .8
1' L
T
E le v
.2
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
O f f s e t= .3
L T
E le v
.7
O f f s e t= 1.
L T
E le v
.7
E x is ti n g
F e n c e
Sta. 136+40.00 R 1
Des. Grade = 5,860.462
Subgrade = 5,859.462
Orig. Grnd. = 5,858.825
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.770
-2.000% -2.000% 1:3
1:1.4
O f f s e t=
.2
R T
E le v
.7
O f f s e t= .0
L T
E le v
.1
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
O f f s e t= .2
L T
E le v
.7
O f f s e t= .5
L T
E le v
.7
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 17
E x is ti n g
F e n c e
Sta. 136+42.54 R 1
Des. Grade = 5,860.465
Subgrade = 5,859.465
Orig. Grnd. = 5,858.826
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.779
-2.000% -2.000% 1:3
1:1.4
O f f s e t=
.1
R T
E le v
.9
O f f s e t= 1.
L T
E le v
.0
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
O f f s e t= .2
L T
E le v
.7
E x is ti n g
F e n c e
Sta. 136+50.00 R 1
Des. Grade = 5,860.477
Subgrade = 5,859.477
Orig. Grnd. = 5,858.836
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.806
-2.000% -2.000% 1:3
1:1.5
O f f s e t=
.5
R T
E le v
.2
O f f s e t= 1.
L T
E le v
1.
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
O f f s e t= .2
L T
E le v
.8
E x is ti n g
F e n c e
Sta. 137+00.00 R 1
Des. Grade = 5,860.552
Subgrade = 5,859.552
Orig. Grnd. = 5,858.788
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,857.987
-2.000% -2.000% 1:3
1:1.5
O f f s e t=
.9
R T
E le v
.0
O f f s e t= .4
L T
E le v
.0
O f f s e t= .1
R T
E le v
.2
O f f s e t= .1 L T
E le v
.2
O f f s e t= .9
1' L
T
E le v
.9
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 18
E x is ti n g
F e n c e
Sta. 137+50.00 R 1
Des. Grade = 5,860.627
Subgrade = 5,859.627
Orig. Grnd. = 5,858.873
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,858.168
-2.000% -2.000% 1:3 1:1.5
O f f s e t= .7
R T
E le v
.9
O f f s e t= .3
L T
E le v
1.
O f f s e t= .1
R T
E le v
.3
O f f s e t= .1 L T
E le v
.3
O f f s e t= .6
L T
E le v
.1
E x is ti n g
F e n c e
Sta. 138+00.00 R 1
Des. Grade = 5,860.703
Subgrade = 5,859.703
Orig. Grnd. = 5,858.901
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,858.349
-2.000% -2.000% 1:3 1:1.5
O f f s e t=
.3
R T
E le v
.6
O f f s e t= .6
L T
E le v
1.
O f f s e t= .1
R T
E le v
.3
O f f s e t= .1 L T
E le v
.3
O f f s e t= .2
L T
E le v
.3
E x is ti n g
F e n c e
Sta. 138+20.00 R 1
Des. Grade = 5,860.745
Subgrade = 5,859.745
Orig. Grnd. = 5,858.906
CL
1:3 1:31:3
1:1.5
Special Ditch Profile
Elevation = 5,858.421
-2.000% -2.000% 1:3 1:1.5
O f f s e t=
.8
R T
E le v
.3
O f f s e t= .2
L T
E le v
1.
O f f s e t= .1
R T
E le v
.4
O f f s e t= .1 L T
E le v
.4
O f f s e t= .1 L T
E le v
.4
100100
100100
5810 5810
5820 5820
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5810 5810
5820 5820
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 19
E x is ti n g
F e n c e
Sta. 138+50.00 R 1
Des. Grade = 5,860.838
Subgrade = 5,859.838
Orig. Grnd. = 5,858.939
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:1.3
O f f s e t= .8
R T
E le v
.5
O f f s e t= .3
L T
E le v
1.
O f f s e t= .1
R T
E le v
.5
O f f s e t= .1 L T
E le v
.5
O f f s e t= .1 L T
E le v
.5
E x is ti n g
F e n c e
Sta. 138+75.00 R 1
Des. Grade = 5,860.944
Subgrade = 5,859.944
Orig. Grnd. = 5,858.981
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3 1:1.3
O f f s e t=
.0
R T
E le v
.5
O f f s e t= .7
L T
E le v
.3
O f f s e t= .1
R T
E le v
.6
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
.6
100100
100100
5810 5810
5820 5820
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5810 5810
5820 5820
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5820 5820
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 20
E x is ti n g
F e n c e
Sta. 138+88.50 R 1
Des. Grade = 5,861.011
Subgrade = 5,860.011
Orig. Grnd. = 5,859.019
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3 1:1.4
O f f s e t=
.8
R T
E le v
.2
O f f s e t= .8
L T
E le v
.4
O f f s e t= .1
R T
E le v
.6
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
.6
E x is ti n g
F e n c e
Sta. 139+00.00 R 1
Des. Grade = 5,861.075
Subgrade = 5,860.075
Orig. Grnd. = 5,859.054
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:1.5
O f f s e t=
1.
R T
E le v
.0
O f f s e t= .8
L T
E le v
.5
O f f s e t= .1
R T
E le v
.7
O f f s e t= .1 L T
E le v
.7
O f f s e t= .1 L T
E le v
.7
E x is ti n g
F e n c e
Sta. 139+50.00 R 1
Des. Grade = 5,861.412
Subgrade = 5,860.412
Orig. Grnd. = 5,859.509
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3 1:1.5
O f f s e t=
1.
R T
E le v
.5
O f f s e t= .3
L T
E le v
.1
O f f s e t= .1
R T
E le v
.0
O f f s e t= .1 L T
E le v
.0
O f f s e t= .1 L T
E le v
.0
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5820 5820
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 21
E x is ti n g
F e n c e
Sta. 140+00.00 R 1
Des. Grade = 5,861.850
Subgrade = 5,860.850
Orig. Grnd. = 5,860.232
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:1.5
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
.4
O f f s e t= .1
R T
E le v
.5
O f f s e t= .1 L T
E le v
.5
O f f s e t= .1 L T
E le v
.5
E x is ti n g
F e n c e
Sta. 140+25.00 R 1
Des. Grade = 5,862.107
Subgrade = 5,861.107
Orig. Grnd. = 5,860.668
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:1.3
O f f s e t=
.5
R T
E le v
.4
O f f s e t= .6
L T
E le v
.7
O f f s e t= .1
R T
E le v
.7
O f f s e t= .1 L T
E le v
.7
O f f s e t= .1 L T
E le v
.7
E x is ti n g
F e n c e
Sta. 140+50.00 R 1
Des. Grade = 5,862.389
Subgrade = 5,861.389
Orig. Grnd. = 5,861.102
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:1.5
O f f s e t= .8
R T
E le v
.3
O f f s e t= .2
1' L
T
E le v
.7
O f f s e t= .1
R T
E le v
1.
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
.0
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 22
E x is ti n g
F e n c e
Sta. 140+51.50 R 1
Des. Grade = 5,862.407
Subgrade = 5,861.407
Orig. Grnd. = 5,861.128
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:1.5
O f f s e t= .9
R T
E le v
.3
O f f s e t= .2
L T
E le v
.7
O f f s e t= .1
R T
E le v
1.
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
.0
E x is ti n g
F e n c e
Sta. 140+81.48 R 1
Des. Grade = 5,862.780
Subgrade = 5,861.780
Orig. Grnd. = 5,861.565
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:31:2.4
O f f s e t= .9
R T
E le v
.3
O f f s e t= .9
1' L
T
E le v
.9
O f f s e t= .1
R T
E le v
1.
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
.4
E x is ti n g
F e n c e
Sta. 141+00.00 R 1
Des. Grade = 5,863.028
Subgrade = 5,862.028
Orig. Grnd. = 5,861.817
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:20.2 1:3
O f f s e t= .4
R T
E le v
.6
O f f s e t= .2
1' L
T
E le v
.7
O f f s e t= .2
R T
E le v
.7
O f f s e t= .1
R T
E le v
1.
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
100100
100100
5830 5830
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 23
E x is ti n g
F e n c e
Sta. 141+17.54 R 1
Des. Grade = 5,863.259
Subgrade = 5,862.259
Orig. Grnd. = 5,862.052
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:3
1:20.2 1:3
O f f s e t=
.4
R T
E le v
.6
O f f s e t= .4
L T
E le v
.0
O f f s e t=
1.
R T
E le v
.8
O f f s e t= .6
R T
E le v
1.
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
.9
E x is ti n g
F e n c e
Sta. 141+50.00 R 1
Des. Grade = 5,863.664
Subgrade = 5,862.664
Orig. Grnd. = 5,862.470
CL
1:3 1:3
1:1.5
-2.000% -2.000% 1:3 1:3
O f f s e t=
.2
R T
E le v
.8
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
.2
O f f s e t= .1 L T
E le v
.3
O f f s e t= .1 L T
E le v
1.
E x is ti n g
F e n c e
Sta. 142+00.00 R 1
Des. Grade = 5,864.226
Subgrade = 5,863.226
Orig. Grnd. = 5,863.051
CL
1:3 1:3
1:1.5
-2.000% -2.000% 1:3
1:2
O f f s e t=
.2
R T
E le v
.6
O f f s e t= .9
L T
E le v
.0
O f f s e t=
.1
R T
E le v
.6
O f f s e t= .1 L T
E le v
.9
O f f s e t= .1 L T
E le v
1.
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 24
E x is ti n g
F e n c e
Sta. 142+50.00 R 1
Des. Grade = 5,864.715
Subgrade = 5,863.715
Orig. Grnd. = 5,863.600
CL
1:3 1:31:1.5
-2.000% -2.000% 1:3 1:4
O f f s e t=
.7
R T
E le v
.4
O f f s e t= .9
1' L
T
E le v
.8
O f f s e t=
.1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.3
O f f s e t= .1 L T
E le v
.3
E x is ti n g
F e n c e
Sta. 143+00.00 R 1
Des. Grade = 5,865.131
Subgrade = 5,864.131
Orig. Grnd. = 5,863.994
CL
1:3 1:31:1.5
-2.000% -2.000% 1:31:6
O f f s e t=
.2
R T
E le v
.1
O f f s e t= .5
L T
E le v
.0
O f f s e t=
.1
R T
E le v
.5
O f f s e t= .1 L T
E le v
.8
O f f s e t= .1 L T
E le v
.8
E x is ti n g
F e n c e
Sta. 143+13.43 R 1
Des. Grade = 5,865.230
Subgrade = 5,864.230
Orig. Grnd. = 5,864.070
CL
1:3 1:31:1.5
-2.000% -2.000% 1:31:4
O f f s e t=
.1
R T
E le v
.1
O f f s e t= .7
L T
E le v
.2
O f f s e t=
.1
R T
E le v
.6
O f f s e t= .1 L T
E le v
.9
O f f s e t= .1 L T
E le v
.9
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 25
E x is ti n g
F e n c e
Sta. 143+22.47 R 1
Des. Grade = 5,865.294
Subgrade = 5,864.294
Orig. Grnd. = 5,864.121
CL
-1.713% 1:3
1:3 1:1.5
-2.000% -2.000% 1:3 1:4
O f f s e t=
.1
R T
E le v
.9
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
.6
O f f s e t= .0
L T
E le v
.0
O f f s e t= .5
L T
E le v
.9
O f f s e t= .5
L T
E le v
.9
E x is ti n g
F e n c e
Sta. 143+25.00 R 1
Des. Grade = 5,865.311
Subgrade = 5,864.311
Orig. Grnd. = 5,864.135
CL
-1.633% 1:3
1:3 1:1.5
-2.000% -2.000% 1:3 1:4
O f f s e t=
.6
R T
E le v
.1
O f f s e t= .1 L T
E le v
.0
O f f s e t=
.1
R T
E le v
.7
O f f s e t= .0
L T
E le v
.0
O f f s e t= .4
L T
E le v
.9
O f f s e t= 1.
L T
E le v
.9
E x is ti n g
F e n c e
Sta. 143+31.31 R 1
Des. Grade = 5,865.354
Subgrade = 5,864.354
Orig. Grnd. = 5,864.170
CL
-1.433% 1:3
1:3 1:1.5
-2.000% -2.000% 1:31:4
O f f s e t=
1.
R T
E le v
.3
O f f s e t= .2
L T
E le v
.4
O f f s e t=
.3
1' R
T
E le v
.7
O f f s e t= .0
L T
E le v
.0
O f f s e t= .0
L T
E le v
.9
O f f s e t= .0
L T
E le v
.9
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 26
Sta. 143+43.87 R 1
Des. Grade = 5,865.435
Subgrade = 5,864.435
Orig. Grnd. = 5,864.234
CL
-1.035% -2.000% -2.000% 1:31:4
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .0
L T
E le v
.8
O f f s e t=
.5
R T
E le v
.8
O f f s e t= .0
L T
E le v
.1
O f f s e t= .0
L T
E le v
.7
Sta. 143+50.00 R 1
Des. Grade = 5,865.473
Subgrade = 5,864.473
Orig. Grnd. = 5,864.264
CL
-0.956% -2.000% -2.000% 1:31:3.1
O f f s e t=
.3
R T
E le v
.4
O f f s e t= .0
L T
E le v
.8
O f f s e t=
.6
R T
E le v
.9
O f f s e t= .0
L T
E le v
.2
O f f s e t= .0
L T
E le v
.8
Sta. 143+52.50 R 1
Des. Grade = 5,865.488
Subgrade = 5,864.488
Orig. Grnd. = 5,864.277
CL
-0.924% -2.000% -2.000% 1:31:3.1
O f f s e t=
.2
R T
E le v
.3
O f f s e t= .0
L T
E le v
.9
O f f s e t=
.3
R T
E le v
.9
O f f s e t= .0
L T
E le v
.2
O f f s e t= .0
L T
E le v
.8
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 27
Sta. 143+55.39 R 1
Des. Grade = 5,865.505
Subgrade = 5,864.505
Orig. Grnd. = 5,864.291
CL
-0.887% -2.000% -2.000% 1:31:3.2
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .0
L T
E le v
.9
O f f s e t=
.9
R T
E le v
.9
O f f s e t= .0
L T
E le v
.2
O f f s e t= .0
L T
E le v
.9
Sta. 143+55.94 R 1
Des. Grade = 5,865.509
Subgrade = 5,864.509
Orig. Grnd. = 5,864.293
CL
-0.880% -2.000% -2.000% 1:31:3.2
O f f s e t=
.3
R T
E le v
.2
O f f s e t= .0
L T
E le v
.9
O f f s e t=
.8
R T
E le v
.9
O f f s e t= .0
L T
E le v
.2
O f f s e t= .0
L T
E le v
.9
Sta. 143+60.35 R 1
Des. Grade = 5,865.535
Subgrade = 5,864.535
Orig. Grnd. = 5,864.315
CL
-1.300% -2.000% -2.000% 1:31:3.3
O f f s e t=
.0
R T
E le v
.1
O f f s e t= .0
L T
E le v
.7
O f f s e t=
.2
R T
E le v
.0
O f f s e t= .0
L T
E le v
.2
O f f s e t= .0
L T
E le v
.7
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 28
Sta. 143+68.03 R 1
Des. Grade = 5,865.578
Subgrade = 5,864.578
Orig. Grnd. = 5,864.353
CL
-2.030%-2.031% -2.000% -2.000% 1:31:3.4
O f f s e t=
.3
R T
E le v
.1
O f f s e t= .0
L T
E le v
.5
O f f s e t=
.1
R T
E le v
.1
O f f s e t= .0
L T
E le v
.5
E x is ti n g
F e n c e
Sta. 143+75.63 R 1
Des. Grade = 5,865.620
Subgrade = 5,864.620
Orig. Grnd. = 5,864.392
CL
-2.022% 1:3
1:31:2
-2.000% -2.000% 1:3 1:3.6
O f f s e t=
.6
R T
E le v
.9
O f f s e t= .6
1' L
T
E le v
.8
O f f s e t=
.1
R T
E le v
.1
O f f s e t= .6
L T
E le v
.1
O f f s e t= .4
L T
E le v
.8
O f f s e t= .5
L T
E le v
.8
E x is ti n g
F e n c e
Sta. 143+80.35 R 1
Des. Grade = 5,865.645
Subgrade = 5,864.645
Orig. Grnd. = 5,864.415
CL
-2.017% 1:3
1:31:2
-2.000% -2.000% 1:3
1:3.7
O f f s e t=
.2
1' R
T
E le v
.7
O f f s e t= .7
L T
E le v
.8
O f f s e t=
.4
R T
E le v
.2
O f f s e t= 1.
L T
E le v
.2
O f f s e t= .5
L T
E le v
.2
O f f s e t= .5
L T
E le v
.2
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 29
E x is ti n g
F e n c e
Sta. 143+84.33 R 1
Des. Grade = 5,865.665
Subgrade = 5,864.665
Orig. Grnd. = 5,864.435
CL
-2.013% 1:3
1:31:2.5
-2.000% -2.000% 1:3
1:3.8
O f f s e t=
.5
R T
E le v
.2
O f f s e t= .4
L T
E le v
.0
O f f s e t=
1.
R T
E le v
.2
O f f s e t= .2
L T
E le v
.2
O f f s e t= 1.
L T
E le v
.3
O f f s e t= .1 L T
E le v
.3
E x is ti n g
F e n c e
Sta. 143+97.49 R 1
Des. Grade = 5,865.730
Subgrade = 5,864.730
Orig. Grnd. = 5,864.472
CL
1:3 1:3
-2.000% -2.000% 1:3
1:4.1
O f f s e t=
.1
R T
E le v
1.
O f f s e t= .0
L T
E le v
.1
O f f s e t=
.0
R T
E le v
.3
O f f s e t= .1 L T
E le v
.4
E x is ti n g
F e n c e
Sta. 144+00.00 R 1
Des. Grade = 5,865.742
Subgrade = 5,864.742
Orig. Grnd. = 5,864.479
CL
1:3
1:2 .5
-2.000% -2.000% 1:3
1:4.1
O f f s e t=
.0
R T
E le v
1.
O f f s e t= .5
L T
E le v
.0
O f f s e t= .6
R T
E le v
.3
O f f s e t= .1 L T
E le v
.4
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 30
E x is ti n g
F e n c e
Sta. 144+25.00 R 1
Des. Grade = 5,865.862
Subgrade = 5,864.862
Orig. Grnd. = 5,864.550
CL
1:3
1:2
-2.000% -2.000% 1:3
1:4.6
O f f s e t=
1.
R T
E le v
1.
O f f s e t= .4
L T
E le v
.4
O f f s e t= .1
R T
E le v
.5
O f f s e t= .1 L T
E le v
.5
E x is ti n g
F e n c e
Sta. 144+50.00 R 1
Des. Grade = 5,865.982
Subgrade = 5,864.982
Orig. Grnd. = 5,864.653
CL
1:3
1:2
-2.000% -2.000% 1:3
1:5
O f f s e t=
.7
R T
E le v
1.
O f f s e t= .2
L T
E le v
.6
O f f s e t= .1
R T
E le v
.6
O f f s e t= .1 L T
E le v
.6
E x is ti n g
F e n c e
Sta. 145+00.00 R 1
Des. Grade = 5,866.221
Subgrade = 5,865.221
Orig. Grnd. = 5,864.852
CL
1:3
1:2 .5
-2.000% -2.000% 1:3
1:5
O f f s e t=
.7
1' R
T
E le v
1.
O f f s e t= .0
L T
E le v
.5
O f f s e t= .1
R T
E le v
.9
O f f s e t= .1 L T
E le v
.9
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 31
E x is ti n g
F e n c e
Sta. 145+50.00 R 1
Des. Grade = 5,866.460
Subgrade = 5,865.460
Orig. Grnd. = 5,865.117
CL
1:3
1:2
-2.000% -2.000% 1:3
1:5
O f f s e t=
.2
R T
E le v
1.
O f f s e t= .2
L T
E le v
.0
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
E x is ti n g
F e n c e
E x is ti n g
F e n c e
E x is ti n g
F e n c e
Sta. 145+57.31 R 1
Des. Grade = 5,866.495
Subgrade = 5,865.495
Orig. Grnd. = 5,865.154
CL
1:3
1:2
-2.000% -2.000% 1:3
1:5
O f f s e t=
.0
R T
E le v
1.
O f f s e t= .6
L T
E le v
.9
O f f s e t= .1
R T
E le v
.1
O f f s e t= .1 L T
E le v
.1
E x is ti n g
F e n c e
O
H
P o w e r
L in e
Sta. 146+00.00 R 1
Des. Grade = 5,866.700
Subgrade = 5,865.700
Orig. Grnd. = 5,865.308
CL
1:3
1:2
-2.000% -2.000% 1:3
1:5
O f f s e t=
.5
1' R
T
E le v
1.
O f f s e t= .7
L T
E le v
.1
O f f s e t= .1
R T
E le v
.3
O f f s e t= .1 L T
E le v
.3
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 32
E x is ti n g
F e n c e
E x is ti n
U G
P o w e r w e r
L in e
Sta. 146+50.00 R 1
Des. Grade = 5,866.939
Subgrade = 5,865.939
Orig. Grnd. = 5,865.530
CL
1:3
1:2 .5
-2.000% -2.000% 1:3
1:5
O f f s e t=
.7
R T
E le v
1.
O f f s e t= 1.
L T
E le v
.5
O f f s e t= .1
R T
E le v
.6
O f f s e t= .1 L T
E le v
.6
E x is ti n g
F e n c e
E x is ti
P o w e r w e r
L in e
Sta. 146+71.68 R 1
Des. Grade = 5,867.043
Subgrade = 5,866.043
Orig. Grnd. = 5,865.682
CL
1:3
1:2 .5
-2.000% -2.000% 1:3
1:5
O f f s e t=
.6
R T
E le v
.0
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
.7
O f f s e t= .1 L T
E le v
.7
E x is ti n g
F e n c e
E x is ti
P o w e r
E x is ti
P o w e r w e r
L in e
Sta. 146+96.14 R 1
Des. Grade = 5,867.160
Subgrade = 5,866.160
Orig. Grnd. = 5,865.849
CL
1:3
1:2 .5
-2.000% -1.021% 1:3
1:5
O f f s e t=
.4
R T
E le v
.7
O f f s e t= .8
L T
E le v
.9
O f f s e t= .0
R T
E le v
.0
O f f s e t= .1 L T
E le v
.8
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 33
E x is ti n g
F e n c e
E x is ti
P o w e r
E x is ti
P o w e r w e r
L in e
Sta. 147+00.00 R 1
Des. Grade = 5,867.179
Subgrade = 5,866.179
Orig. Grnd. = 5,865.875
CL
1:3
1:2 .5
-2.000% -0.867% 1:3
1:5
O f f s e t=
.8
R T
E le v
.6
O f f s e t= .7
L T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .1 L T
E le v
.8
E x is ti n g
F e n c e w e r
L in e w e r
L in e
Sta. 147+02.86 R 1
Des. Grade = 5,867.192
Subgrade = 5,866.192
Orig. Grnd. = 5,865.894
CL
1:3
1:2 .5
-2.000% -0.753% 1:3
1:5
O f f s e t=
.5
R T
E le v
.5
O f f s e t= .6
L T
E le v
.0
O f f s e t= .0
R T
E le v
.0
O f f s e t= .1 L T
E le v
.8
E x is ti n g
F e n c e w e r
L in e
Sta. 147+09.42 R 1
Des. Grade = 5,867.224
Subgrade = 5,866.224
Orig. Grnd. = 5,865.945
CL
1:3
1:2 .5
-2.000% -0.490% 1:3
1:5
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
.1
O f f s e t= .0
R T
E le v
.1
O f f s e t= .1 L T
E le v
.9
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 34
E x is ti n g
F e n c e w e r
L in e
Sta. 147+37.50 R 1
Des. Grade = 5,867.358
Subgrade = 5,866.358
Orig. Grnd. = 5,866.096
CL
1:3
1:2 .5
-2.000% +0.633% 1:3
1:5
O f f s e t=
.5
R T
E le v
.1
O f f s e t= 1.
L T
E le v
.9
O f f s e t= .9
R T
E le v
.4
O f f s e t= .1 L T
E le v
.0
E x is ti n g
F e n c e w e r
L in e
Sta. 147+50.00 R 1
Des. Grade = 5,867.418
Subgrade = 5,866.418
Orig. Grnd. = 5,866.152
CL
1:3
1:2 .5
-2.000% +1.133% 1:3
1:5
O f f s e t=
.8
R T
E le v
.0
O f f s e t= 1.
1' L
T
E le v
.0
O f f s e t= .9
R T
E le v
.6
O f f s e t= .1 L T
E le v
.0
E x is ti n g
F e n c e w e r
L in e
Sta. 147+63.68 R 1
Des. Grade = 5,867.483
Subgrade = 5,866.483
Orig. Grnd. = 5,866.216
CL
1:3
1:2 .5
-2.000% +1.680% 1:3
1:5
O f f s e t=
.6
R T
E le v
1.
O f f s e t= .8
L T
E le v
.3
O f f s e t= .8
R T
E le v
.7
O f f s e t= .1 L T
E le v
.1
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 35
E x is ti n g
F e n c e
Sta. 147+71.68 R 1
Des. Grade = 5,867.522
Subgrade = 5,866.522
Orig. Grnd. = 5,866.246
CL
1:3
1:2 .5
-2.000% +2.000% 1:3
1:5
O f f s e t=
.0
R T
E le v
.1
O f f s e t= .9
L T
E le v
.2
O f f s e t= .8
R T
E le v
.8
O f f s e t= .1 L T
E le v
.2
E x is ti n g
F e n c e
Sta. 147+81.68 R 1
Des. Grade = 5,867.570
Subgrade = 5,866.570
Orig. Grnd. = 5,866.270
CL
1:3
1:2 .5
-2.400% +2.400% 1:3
1:5
O f f s e t=
.2
R T
E le v
.0
O f f s e t= 1.
L T
E le v
.0
O f f s e t= .8
R T
E le v
.9
O f f s e t= .2
L T
E le v
.1
E x is ti n g
F e n c e
Sta. 148+00.00 R 1
Des. Grade = 5,867.657
Subgrade = 5,866.657
Orig. Grnd. = 5,866.320
CL
1:3
1:2 .5
-2.400% +2.400% 1:3
1:5
O f f s e t=
.7
R T
E le v
1.
O f f s e t= .0
L T
E le v
.9
O f f s e t= .8
R T
E le v
.0
O f f s e t= .2
L T
E le v
.2
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 36
E x is ti n g
F e n c e
Sta. 148+24.22 R 1
Des. Grade = 5,867.773
Subgrade = 5,866.773
Orig. Grnd. = 5,866.333
CL
1:3
1:2 .5
-2.400% +2.400% 1:3
1:4
O f f s e t=
.5
R T
E le v
.0
O f f s e t= 1.
L T
E le v
.2
O f f s e t= .8
R T
E le v
.1
O f f s e t= .2
L T
E le v
.3
E x is ti n g
F e n c e
Sta. 148+50.00 R 1
Des. Grade = 5,867.897
Subgrade = 5,866.897
Orig. Grnd. = 5,866.329
CL
1:3
1:2
-2.400% +2.400% 1:3
1:3
O f f s e t=
.1
R T
E le v
.5
O f f s e t= .9
1' L
T
E le v
.6
O f f s e t= .8
R T
E le v
.2
O f f s e t= .2
L T
E le v
.5
E x is ti n g
F e n c e
Sta. 148+62.50 R 1
Des. Grade = 5,867.957
Subgrade = 5,866.957
Orig. Grnd. = 5,866.328
CL
1:3
1:2
-2.400% +2.400% 1:3
1:3
O f f s e t=
.9
R T
E le v
.6
O f f s e t= .0
L T
E le v
.6
O f f s e t= .8
R T
E le v
.3
O f f s e t= .2
L T
E le v
.5
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 37
E x is ti n g
F e n c e
Sta. 148+87.07 R 1
Des. Grade = 5,868.074
Subgrade = 5,867.074
Orig. Grnd. = 5,866.295
CL
1:3
1:2
-2.400% +2.400% 1:3
1:3
O f f s e t=
.1
R T
E le v
.6
O f f s e t= .3
L T
E le v
.6
O f f s e t= .8
R T
E le v
.4
O f f s e t= .2
L T
E le v
.6
E x is ti n g
F e n c e
Sta. 148+94.57 R 1
Des. Grade = 5,868.110
Subgrade = 5,867.110
Orig. Grnd. = 5,866.282
CL
1:3
1:2 .5
-2.400% +2.400% 1:3
1:3
O f f s e t=
.3
R T
E le v
.6
O f f s e t= 1.
L T
E le v
.7
O f f s e t= .8
R T
E le v
.4
O f f s e t= .2
L T
E le v
.7
E x is ti n g
F e n c e
Sta. 149+00.00 R 1
Des. Grade = 5,868.136
Subgrade = 5,867.136
Orig. Grnd. = 5,866.274
CL
1:3 1:3
-2.400% +2.400% 1:3
1:3
O f f s e t=
.4
R T
E le v
.6
O f f s e t= .7
L T
E le v
.2
O f f s e t= .8
R T
E le v
.5
O f f s e t= .2
L T
E le v
.7
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 38
E x is ti n g
F e n c e
Sta. 149+02.57 R 1
Des. Grade = 5,868.148
Subgrade = 5,867.148
Orig. Grnd. = 5,866.268
CL
1:3 1:3
-2.400% +2.400% 1:3
1:3
O f f s e t=
.4
R T
E le v
.6
O f f s e t= .5
1' L
T
E le v
.3
O f f s e t= .8
R T
E le v
.5
O f f s e t= .2
L T
E le v
.7
E x is ti n g
F e n c e
Sta. 149+20.42 R 1
Des. Grade = 5,868.234
Subgrade = 5,867.234
Orig. Grnd. = 5,866.350
CL
1:3 1:3
-2.400% +2.400% 1:3
1:3
O f f s e t=
.4
1' R
T
E le v
.0
O f f s e t= 1.
1' L
T
E le v
.1
O f f s e t= .8
R T
E le v
.6
O f f s e t= .2
L T
E le v
.8
E x is ti n g
F e n c e
Sta. 149+36.97 R 1
Des. Grade = 5,868.313
Subgrade = 5,867.313
Orig. Grnd. = 5,866.452
CL
1:3 1:3
-2.400% +2.400% 1:3
1:3
O f f s e t=
.2
R T
E le v
.5
O f f s e t= .3
L T
E le v
.5
O f f s e t= .8
R T
E le v
.6
O f f s e t= .2
L T
E le v
.9
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 39
E x is ti n g
F e n c e
Sta. 149+50.00 R 1
Des. Grade = 5,868.376
Subgrade = 5,867.376
Orig. Grnd. = 5,866.536
CL
1:3 1:3
-2.400% +2.400% 1:3
1:3
O f f s e t=
.2
R T
E le v
.5
O f f s e t= .6
L T
E le v
.8
O f f s e t= .8
R T
E le v
.7
O f f s e t= .2
L T
E le v
.9
E x is ti n g
F e n c e
Sta. 149+57.50 R 1
Des. Grade = 5,868.411
Subgrade = 5,867.411
Orig. Grnd. = 5,866.585
CL
1:3 1:3
-2.400% +2.400% 1:3
1:3
O f f s e t=
.4
R T
E le v
.5
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
.7
O f f s e t= .2
L T
E le v
.0
E x is ti n g
F e n c e
Sta. 149+85.44 R 1
Des. Grade = 5,868.545
Subgrade = 5,867.545
Orig. Grnd. = 5,866.758
CL
1:3
1:2
-2.400% +2.400% 1:3
1:3.4
O f f s e t=
.9
R T
E le v
1.
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
.9
O f f s e t= .2
L T
E le v
.1
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 40
E x is ti n g
F e n c e
Sta. 150+00.00 R 1
Des. Grade = 5,868.615
Subgrade = 5,867.615
Orig. Grnd. = 5,866.812
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
.0
R T
E le v
1.
O f f s e t= 1.
L T
E le v
.8
O f f s e t= .8
R T
E le v
.9
O f f s e t= .2
L T
E le v
.2
E x is ti n g
F e n c e
Sta. 150+50.00 R 1
Des. Grade = 5,868.854
Subgrade = 5,867.854
Orig. Grnd. = 5,867.043
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
1.
R T
E le v
1.
O f f s e t= 1.
L T
E le v
.6
O f f s e t= .8
R T
E le v
.2
O f f s e t= .2
L T
E le v
.4
E x is ti n g
F e n c e
Sta. 150+62.50 R 1
Des. Grade = 5,868.914
Subgrade = 5,867.914
Orig. Grnd. = 5,867.120
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
1.
R T
E le v
1.
O f f s e t= 1.
L T
E le v
.7
O f f s e t= .8
R T
E le v
.2
O f f s e t= .2
L T
E le v
.5
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 41
E x is ti n g
F e n c e
Sta. 150+85.00 R 1
Des. Grade = 5,869.020
Subgrade = 5,868.020
Orig. Grnd. = 5,867.274
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
.4
R T
E le v
.2
O f f s e t= 1.
L T
E le v
.8
O f f s e t= .8
R T
E le v
.4
O f f s e t= .2
L T
E le v
.6
E x is ti n g
F e n c e
Sta. 151+00.00 R 1
Des. Grade = 5,869.081
Subgrade = 5,868.081
Orig. Grnd. = 5,867.384
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
.9
R T
E le v
.4
O f f s e t= 1.
L T
E le v
.8
O f f s e t= .8
R T
E le v
.4
O f f s e t= .2
L T
E le v
.6
E x is ti n g
F e n c e
Sta. 151+50.00 R 1
Des. Grade = 5,869.214
Subgrade = 5,868.214
Orig. Grnd. = 5,867.602
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
.6
R T
E le v
.1
O f f s e t= 1.
L T
E le v
.9
O f f s e t= .8
R T
E le v
.5
O f f s e t= .2
L T
E le v
.8
100100
100100
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
5840 5840
5850 5850
5860 5860
5870 5870
5880 5880
5890 5890
5900 5900
FHWA, Western Federal Lands Highway Division
ID PFH 26(3) KETCHUM-CHALLIS HIGHWAY (Pebble Beach Section)
Final Cross Sections - 03/10/2016
Sheet 42
E x is ti n g
F e n c e
Sta. 151+70.00 R 1
Des. Grade = 5,869.238
Subgrade = 5,868.238
Orig. Grnd. = 5,867.648
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
.2
R T
E le v
.7
O f f s e t= 1.
L T
E le v
.0
O f f s e t= .8
R T
E le v
.6
O f f s e t= .2
L T
E le v
.8
E x is ti n g
F e n c e
Sta. 151+83.14 R 1
Des. Grade = 5,869.245
Subgrade = 5,868.245
Orig. Grnd. = 5,867.657
CL
1:3
1:2
-2.400% +2.400% 1:3
1:4
O f f s e t=
.8
R T
E le v
.3
O f f s e t= 1.
L T
E le v
.0
O f f s e t= .8
R T
E le v
.6
O f f s e t= .2
L T
E le v
.8
E x is ti n g
F e n c e
Sta. 152+00.00 R 1
Des. Grade = 5,869.243
Subgrade = 5,868.243
Orig. Grnd. = 5,867.645
CL
1:3
1:2
-2.400% +2.400% 1:3
1:…
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