of04613_100__xs_layout_mainline_labeled.pdf
PDF 3 MB Posted
- Attached to
- OR PFH 46(13), Fall Creek Bridge Replacement Federal contract opportunity
- Solicitation number
- DTFH70-16-B-00021
About this file
of04613_100%_xs_layout_mainline_labeled
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidSum_Fall_Creek.pdf | ||
| Q&A_4-10-2017.pdf | ||
| Q&A_4-7-2017.pdf | ||
| Q&A_4-6-2017.pdf | ||
| A001_Fall_Creek.pdf | ||
| Q&A.pdf | ||
| Plan_Request_form_Fall_Creek.pdf | ||
| of04613xs01_EW.pdf | ||
| OR_PFH_46(13)_Fall_Creek_Bridge_As-builts.pdf | ||
| Fall_Creek_Bridge.FINAL.pdf | ||
| Plan-Set_100_.pdf | ||
| GR18-15_Fall_Creek_Bridge,_Final_Foundation_and_Geotech_Rpt.pdf | ||
| IFB_Fall_Creek.pdf | ||
| OR_PFH_46(13)_Fall_Creek_Bridge_Inspection_Report.pdf | ||
| ESCP_OR_PFH_46(13)_Erosion_and_Sediment_Control_Plan.pdf | ||
| Plans_Fall_Creek.pdf | ||
| PROJECT_DESCRIPTION_Fall_Creek.pdf | ||
| FALL_CREEK_Preliminary-Letter.pdf | ||
| PROJECT_DESCRIPTION_Fall_Creek.pdf |
Show all 19
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 796+10.00 R 1
Des. Grade = 5,433.9798
Subgrade = 5,432.9798
Orig. Grnd. = 5,433.9798
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.8
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=
.4
R T
E le v
1.
O f f s e t= .4
R T
E le v
.6
O f f s e t= .5
L T
E le v
.6
O f f s e t= 1.
L T
E le v
1.
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 796+25.00 R 1
Des. Grade = 5,433.9836
Subgrade = 5,432.9836
Orig. Grnd. = 5,433.9820
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.9
1' R
T
E le v
1.
O f f s e t= .2
L T
E le v
.2
O f f s e t=
.4
R T
E le v
1.
O f f s e t= .4
R T
E le v
.6
O f f s e t= .9
L T
E le v
.6
O f f s e t= 1.
L T
E le v
1.
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 796+30.00 R 1
Des. Grade = 5,433.9849
Subgrade = 5,432.9849
Orig. Grnd. = 5,433.9827
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.9
R T
E le v
1.
O f f s e t= .3
L T
E le v
.2
O f f s e t=
.3
R T
E le v
1.
O f f s e t= .3
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= .0
L T
E le v
1.
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 796+50.00 R 1
Des. Grade = 5,433.9970
Subgrade = 5,432.9970
Orig. Grnd. = 5,433.9853
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.9
R T
E le v
1.
O f f s e t= .5
L T
E le v
.2
O f f s e t=
.3
R T
E le v
1.
O f f s e t= .3
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= .3
L T
E le v
1.
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 2
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 796+75.00 R 1
Des. Grade = 5,434.0323
Subgrade = 5,433.0323
Orig. Grnd. = 5,433.9973
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.3
R T
E le v
.1
O f f s e t= .6
L T
E le v
.3
O f f s e t=
.3
R T
E le v
1.
O f f s e t= .3
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= .3
L T
E le v
1.
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 797+00.00 R 1
Des. Grade = 5,434.0899
Subgrade = 5,433.0899
Orig. Grnd. = 5,434.0116
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:41:2
O f f s e t=
.6
R T
E le v
.3
O f f s e t= .7
L T
E le v
.4
O f f s e t=
.3
R T
E le v
1.
O f f s e t= .3
R T
E le v
.7
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
1.
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 797+25.00 R 1
Des. Grade = 5,434.1697
Subgrade = 5,433.1697
Orig. Grnd. = 5,434.0627
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:41:2
O f f s e t=
.7
R T
E le v
.5
O f f s e t= .7
L T
E le v
.5
O f f s e t=
.3
R T
E le v
1.
O f f s e t= .3
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= .3
L T
E le v
1.
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 797+50.00 R 1
Des. Grade = 5,434.2719
Subgrade = 5,433.2719
Orig. Grnd. = 5,434.1111
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:41:2
O f f s e t=
.8
1' R
T
E le v
.6
O f f s e t= .5
L T
E le v
.5
O f f s e t=
.3
R T
E le v
1.
O f f s e t= .3
R T
E le v
.9
O f f s e t= .3
L T
E le v
.9
O f f s e t= .3
L T
E le v
1.
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 797+75.00 R 1
Des. Grade = 5,434.3964
Subgrade = 5,433.3964
Orig. Grnd. = 5,434.1401
CL
1:4 1:41:2
-2.0000% -2.0000% 1:4 1:41:2
O f f s e t=
.6
1' R
T
E le v
.6
O f f s e t= .8
1' L
T
E le v
.7
O f f s e t=
.3
R T
E le v
.0
O f f s e t= .3
R T
E le v
.0
O f f s e t= .3
L T
E le v
.0
O f f s e t= .3
L T
E le v
.0
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 798+00.00 R 1
Des. Grade = 5,434.5432
Subgrade = 5,433.5432
Orig. Grnd. = 5,434.1658
CL
1:4 1:4
-2.0000% -2.0000% 1:4 1:41:2
O f f s e t=
.4
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=
.3
R T
E le v
.1
O f f s e t= .3
R T
E le v
.1
O f f s e t= .3
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 798+25.00 R 1
Des. Grade = 5,434.7122
Subgrade = 5,433.7122
Orig. Grnd. = 5,434.1867
CL
1:4 1:4
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.3
R T
E le v
.8
O f f s e t= 1.
L T
E le v
.4
O f f s e t=
.3
R T
E le v
.3
O f f s e t= .3
R T
E le v
.3
O f f s e t= .3
L T
E le v
.3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 798+30.00 R 1
Des. Grade = 5,434.7487
Subgrade = 5,433.7487
Orig. Grnd. = 5,434.1909
CL
1:4 1:4
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.2
R T
E le v
.8
O f f s e t= .0
L T
E le v
.4
O f f s e t=
.3
R T
E le v
.3
O f f s e t= .3
R T
E le v
.3
O f f s e t= .3
L T
E le v
.3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 798+50.00 R 1
Des. Grade = 5,434.8964
Subgrade = 5,433.8964
Orig. Grnd. = 5,434.2017
CL
1:4 1:3
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.9
1' R
T
E le v
.8
O f f s e t= 1.
L T
E le v
.3
O f f s e t=
.3
R T
E le v
.5
O f f s e t= .3
R T
E le v
.5
O f f s e t= .3
L T
E le v
.5
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 798+75.00 R 1
Des. Grade = 5,435.0811
Subgrade = 5,434.0811
Orig. Grnd. = 5,434.2062
CL
1:4 1:3
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.8
1' R
T
E le v
.9
O f f s e t= 1.
L T
E le v
.5
O f f s e t=
.3
R T
E le v
.7
O f f s e t= .3
R T
E le v
.7
O f f s e t= .3
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 798+76.72 R 1
Des. Grade = 5,435.0938
Subgrade = 5,434.0938
Orig. Grnd. = 5,434.2065
CL
1:4 1:3
-2.0000% -2.0000% 1:4 1:4
1:2
O f f s e t=
.8
1' R
T
E le v
.9
O f f s e t= .0
L T
E le v
.5
O f f s e t=
.3
R T
E le v
.7
O f f s e t= .3
R T
E le v
.7
O f f s e t= .3
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+00.00 R 1
Des. Grade = 5,435.2658
Subgrade = 5,434.2658
Orig. Grnd. = 5,434.1876
CL
-2.0000% 1:4
1:3
-2.0000% -2.0000% -2.0000%1:4 1:4
1:2
O f f s e t=
.5
R T
E le v
.2
O f f s e t= .0
L T
E le v
.4
O f f s e t=
.7
R T
E le v
.8
O f f s e t=
.6
R T
E le v
.8
O f f s e t= .6
L T
E le v
.8
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 5
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+25.00 R 1
Des. Grade = 5,435.4505
Subgrade = 5,434.4505
Orig. Grnd. = 5,434.1520
CL
-2.0000% 1:4
1:3
-2.0000% -2.0000% -2.0000%1:4 1:4
1:2
O f f s e t=
.4
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=
.2
R T
E le v
.9
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
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+50.00 R 1
Des. Grade = 5,435.6352
Subgrade = 5,434.6352
Orig. Grnd. = 5,434.1945
CL
-2.0000% 1:4
1:3
-2.0000% -2.0000% -2.0000% 1:4 1:3
O f f s e t=
.5
1' R
T
E le v
.8
O f f s e t= .1 L T
E le v
.9
O f f s e t=
.6
R T
E le v
.1
O f f s e t= .6
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+51.99 R 1
Des. Grade = 5,435.6499
Subgrade = 5,434.6499
Orig. Grnd. = 5,434.2003
CL
-2.0000% 1:4
1:3
-2.0000% -2.0000% -2.0000% 1:4 1:3
O f f s e t=
.7
R T
E le v
.8
O f f s e t= .0
L T
E le v
.7
O f f s e t=
.8
R T
E le v
.1
O f f s e t= .8
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+75.00 R 1
Des. Grade = 5,435.8198
Subgrade = 5,434.8198
Orig. Grnd. = 5,434.2669
CL
-2.0000% 1:4
1:3
-2.0000% -2.0000% -2.0000% 1:4 1:3
O f f s e t=
.9
R T
E le v
.3
O f f s e t= .2
1' L
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 L T
E le v
.2
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 6
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+94.83 R 1
Des. Grade = 5,435.9663
Subgrade = 5,434.9663
Orig. Grnd. = 5,434.3138
CL
-2.0000% 1:4
1:3
-2.0000% -2.0000% -2.0000% 1:4 1:3
O f f s e t=
.9
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
.3
O f f s e t= .1 L T
E le v
.3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 799+97.28 R 1
Des. Grade = 5,435.9844
Subgrade = 5,434.9844
Orig. Grnd. = 5,434.3190
CL
-1.8919% 1:4
1:3
-1.8919% -2.0000% -2.0000% 1:4 1:3
O f f s e t=
.4
R T
E le v
1.
O f f s e t= .6
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= .3
L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+00.00 R 1
Des. Grade = 5,436.0045
Subgrade = 5,435.0045
Orig. Grnd. = 5,434.3247
CL
-1.7719% 1:4
1:3
-1.7719% -2.0000% -2.0000% 1:4 1:3
O f f s e t=
.7
1' R
T
E le v
1.
O f f s e t= .6
L T
E le v
.3
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .3
L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+03.63 R 1
Des. Grade = 5,436.0313
Subgrade = 5,435.0313
Orig. Grnd. = 5,434.3323
CL
-1.6117% 1:4
1:3
-1.6117% -2.0000% -2.0000% 1:4
1:3
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
.4
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .3
L T
E le v
.5
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+12.03 R 1
Des. Grade = 5,436.0934
Subgrade = 5,435.0934
Orig. Grnd. = 5,434.3500
CL
-1.2411% 1:4
1:3
-1.2411% -2.0000% -2.0000% 1:4
1:3
O f f s e t=
.6
R T
E le v
1.
O f f s e t= .5
1' L
T
E le v
.6
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .2
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+17.28 R 1
Des. Grade = 5,436.1322
Subgrade = 5,435.1322
Orig. Grnd. = 5,434.3610
CL
-1.0095% 1:1 .5
1:3
-1.0095% -2.0000% -2.0000%1:1.5 1:3
O f f s e t=
.2
R T
E le v
1.
O f f s e t= .9
L T
E le v
.7
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
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+22.66 R 1
Des. Grade = 5,436.1719
Subgrade = 5,435.1719
Orig. Grnd. = 5,434.3724
CL
-0.7721% 1:1 .5
1:2 .6
-0.7721% -2.0000% -2.0000%1:1.5 1:2.6
O f f s e t=
.6
R T
E le v
1.
O f f s e t= .5
L T
E le v
.8
O f f s e t=
.0
R T
E le v
.6
O f f s e t= .0
L T
E le v
.9
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+25.00 R 1
Des. Grade = 5,436.1892
Subgrade = 5,435.1892
Orig. Grnd. = 5,434.3773
CL
-0.6689% 1:1 .5
1:2 .4
-0.6689% -2.0000% -2.0000%1:1.5 1:2.4
O f f s e t=
.7
R T
E le v
1.
O f f s e t= .5
L T
E le v
.9
O f f s e t=
.7
R T
E le v
.6
O f f s e t= .7
L T
E le v
.0
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+28.00 R 1
Des. Grade = 5,436.2113
Subgrade = 5,435.2113
Orig. Grnd. = 5,434.3836
CL
-0.5365% 1:1 .5
1:2 .1
-0.5365% -2.0000% -2.0000%1:1.5 1:2.1
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
.9
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
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti n g
G u a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+35.34 R 1
Des. Grade = 5,436.2656
Subgrade = 5,435.2656
Orig. Grnd. = 5,434.3948
CL
-0.2127% 1:1 .5
1:1 .5
-0.2127% -2.0000% -2.0000%1:1.51:1.6
O f f s e t=
.3
R T
E le v
.0
O f f s e t= .6
L T
E le v
1.
O f f s e t=
.6
R T
E le v
.7
O f f s e t= .6
L T
E le v
.2
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+48.15 R 1
Des. Grade = 5,436.3602
Subgrade = 5,435.3602
Orig. Grnd. = 5,434.3998
CL
+0.3525% 1:1 .5
1:1 .5
+0.3525% -2.0000% -2.0000%1:1.51:1.5
O f f s e t=
.2
R T
E le v
.5
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
.9
O f f s e t= .1 L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+50.00 R 1
Des. Grade = 5,436.3739
Subgrade = 5,435.3739
Orig. Grnd. = 5,434.4006
CL
+0.4341% 1:1 .5
1:1 .5
+0.4341% -2.0000% -2.0000%1:1.51:1.5
O f f s e t=
.5
R T
E le v
.6
O f f s e t= .2
L T
E le v
.3
O f f s e t=
.5
R T
E le v
.9
O f f s e t= .5
L T
E le v
.4
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 9
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+54.78 R 1
Des. Grade = 5,436.4092
Subgrade = 5,435.4092
Orig. Grnd. = 5,434.4025
CL
1:1 .5
1:1 .5
+0.6450% -2.0000% 1:1.51:1.5
O f f s e t=
.5
R T
E le v
.1
O f f s e t= .7
L T
E le v
.0
O f f s e t=
1.
R T
E le v
.9
O f f s e t= .0
L T
E le v
.5
O f f s e t= 1.
L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+62.22 R 1
Des. Grade = 5,436.4641
Subgrade = 5,435.4641
Orig. Grnd. = 5,434.4054
CL
1:1 .5
1:1 .5
+0.9733% -2.0000%
O f f s e t= .6
R T
E le v
.3
O f f s e t= .8
L T
E le v
.0
O f f s e t= .6
R T
E le v
.0
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
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+64.75 R 1
Des. Grade = 5,436.4828
Subgrade = 5,435.4828
Orig. Grnd. = 5,434.4064
CL
1:1 .5
1:1 .5
+1.0849% -2.0000%
O f f s e t= .6
R T
E le v
.3
O f f s e t= .8
L T
E le v
.0
O f f s e t= .6
R T
E le v
.0
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
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+67.28 R 1
Des. Grade = 5,436.5015
Subgrade = 5,435.5015
Orig. Grnd. = 5,434.4074
CL
1:1 .5
1:1 .5
+1.1966% -2.0000%
O f f s e t= .6
R T
E le v
.3
O f f s e t= .9
L T
E le v
.0
O f f s e t= .6
R T
E le v
.1
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
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 10
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+75.00 R 1
Des. Grade = 5,436.5585
Subgrade = 5,435.5585
Orig. Grnd. = 5,434.4104
CL
1:1 .5
1:1 .5
+1.5372% -2.0000% 1:1.5
O f f s e t=
.4
R T
E le v
.1
O f f s e t= .1 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=
.6
R T
E le v
.1
O f f s e t= .0
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d e
W a te r
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 800+85.49 R 1
Des. Grade = 5,436.6360
Subgrade = 5,435.6360
Orig. Grnd. = 5,434.4146
CL
1:1 .5
1:1 .5
+2.0000% -2.0000% 1:1.5
O f f s e t=
.5
R T
E le v
.1
O f f s e t= .8
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=
.6
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= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 801+71.53 R 1
Des. Grade = 5,437.2716
Subgrade = 5,436.2716
Orig. Grnd. = 5,434.4905
CL
1:1 .5
1:1 .5
+2.0000% -2.0000% 1:1.5 1:1.5
O f f s e t=
.5
R T
E le v
.8
O f f s e t= .5
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= .0
L T
E le v
.5
O f f s e t= 1.
L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 801+75.00 R 1
Des. Grade = 5,437.2972
Subgrade = 5,436.2972
Orig. Grnd. = 5,434.4915
CL
1:1 .5
1:1 .5
+2.0000% -2.0000% 1:1.5 1:1.5
O f f s e t=
.5
R T
E le v
.9
O f f s e t= .4
L T
E le v
.3
O f f s e t=
1.
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= 1.
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 11
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 801+89.74 R 1
Des. Grade = 5,437.4061
Subgrade = 5,436.4061
Orig. Grnd. = 5,434.4960
CL
1:1 .5
1:1 .5
+2.0000% -2.0000% 1:1.5 1:1.5
O f f s e t=
.4
R T
E le v
.1
O f f s e t= .3
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= .0
L T
E le v
.7
O f f s e t= 1.
L T
E le v
.6
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+00.00 R 1
Des. Grade = 5,437.4819
Subgrade = 5,436.4819
Orig. Grnd. = 5,434.4991
CL
1:1 .5
1:1 .5
+2.0000% -2.0000% 1:1.5 1:1.5
O f f s e t=
.4
R T
E le v
.2
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
.0
O f f s e t= .0
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+02.24 R 1
Des. Grade = 5,437.4985
Subgrade = 5,436.4985
Orig. Grnd. = 5,434.4998
CL
1:1 .5
1:1 .5
+2.0000% -2.0000% 1:1.5 1:1.5
O f f s e t=
.4
R T
E le v
.2
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
.0
O f f s e t= .0
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+08.84 R 1
Des. Grade = 5,437.5472
Subgrade = 5,436.5472
Orig. Grnd. = 5,434.5018
CL
+2.0000% 1:1 .5
1:1 .5
+2.0000% -2.0000% -2.0000%1:1.5 1:1.5
O f f s e t=
.0
R T
E le v
.8
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
.0
O f f s e t= .0
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 12
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+14.78 R 1
Des. Grade = 5,437.5911
Subgrade = 5,436.5911
Orig. Grnd. = 5,434.5036
CL
+2.0000% 1:1 .5
1:1 .5
+2.0000% -2.0000% -2.0000%1:1.5 1:1.5
O f f s e t=
.5
R T
E le v
.3
O f f s e t= .8
1' L
T
E le v
1.
O f f s e t=
.9
R T
E le v
.0
O f f s e t= .8
L T
E le v
.0
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+21.50 R 1
Des. Grade = 5,437.6407
Subgrade = 5,436.6407
Orig. Grnd. = 5,434.5056
CL
+2.0000% 1:1 .5
1:1 .6
+2.0000% -2.0000% -2.0000%1:1.5 1:1.6
O f f s e t=
1.
R T
E le v
.2
O f f s e t= .6
1' L
T
E le v
.8
O f f s e t=
.6
R T
E le v
.1
O f f s e t= .5
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E x is ti a r d r a il
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+25.00 R 1
Des. Grade = 5,437.6666
Subgrade = 5,436.6666
Orig. Grnd. = 5,434.5078
CL
+2.0000% 1:1 .5
1:1.
+2.0000% -2.0000% -2.0000%1:1.5
1:1.8
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
.7
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
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+31.09 R 1
Des. Grade = 5,437.7116
Subgrade = 5,436.7116
Orig. Grnd. = 5,434.5614
CL
+2.0000% 1:1 .5
1:2 .3
+2.0000% -2.0000% -2.0000%1:1.5
1:2.3
O f f s e t=
1.
1' R
T
E le v
.8
O f f s e t= .4
L T
E le v
.4
O f f s e t=
.6
R T
E le v
.1
O f f s e t= .5
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 13
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+39.74 R 1
Des. Grade = 5,437.7755
Subgrade = 5,436.7755
Orig. Grnd. = 5,434.6376
CL
+2.0000% 1:1 .5
1:3
+2.0000% -2.0000% -2.0000%1:1.5
1:2.9
O f f s e t=
.9
R T
E le v
.9
O f f s e t= .5
L T
E le v
.6
O f f s e t=
.6
R T
E le v
.2
O f f s e t= .5
1' L
T
E le v
.3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+44.99 R 1
Des. Grade = 5,437.8143
Subgrade = 5,436.8143
Orig. Grnd. = 5,434.6839
CL
+2.0000%1:4
1:3
+2.0000% -2.0000% -2.0000% 1:4
1:3
O f f s e t=
.6
1' R
T
E le v
.1
O f f s e t= .5
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= .7
L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+50.00 R 1
Des. Grade = 5,437.8513
Subgrade = 5,436.8513
Orig. Grnd. = 5,434.7280
CL
+2.0000%1:4
1:3
+2.0000% -2.0000% -2.0000% 1:4
1:3
O f f s e t=
.6
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=
.4
R T
E le v
.2
O f f s e t= .7
L T
E le v
.4
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+59.74 R 1
Des. Grade = 5,437.9232
Subgrade = 5,436.9232
Orig. Grnd. = 5,434.8138
CL
+2.0000%1:4
1:2 .7
+2.0000% -2.0000% -2.0000% 1:4
1:3
O f f s e t=
.2
R T
E le v
1.
O f f s e t= .0
L T
E le v
.8
O f f s e t=
.4
R T
E le v
.3
O f f s e t= .7
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 14
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 802+75.00 R 1
Des. Grade = 5,438.0301
Subgrade = 5,437.0301
Orig. Grnd. = 5,434.9209
CL
+2.0000%1:4
1:2 .4
+2.0000% -2.0000% -2.0000% 1:4
1:3
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
.3
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
.5
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+00.00 R 1
Des. Grade = 5,438.1787
Subgrade = 5,437.1787
Orig. Grnd. = 5,435.0640
CL
+2.0000%1:4
1:3
+2.0000% -2.0000% -2.0000% 1:4
1:3
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
.2
O f f s e t=
.3
R T
E le v
.6
O f f s e t= .7
L T
E le v
.6
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+05.03 R 1
Des. Grade = 5,438.2046
Subgrade = 5,437.2046
Orig. Grnd. = 5,435.0928
CL
+2.0000%1:4
1:3
+2.0000% -2.0000% -2.0000% 1:4
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
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
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+25.00 R 1
Des. Grade = 5,438.2945
Subgrade = 5,437.2945
Orig. Grnd. = 5,435.2194
CL
+2.0000%1:4
1:3
+2.0000% -2.0000% -2.0000% 1:4
1:3
O f f s e t=
.2
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=
.8
R T
E le v
.8
O f f s e t= .2
L T
E le v
.7
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 15
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+40.13 R 1
Des. Grade = 5,438.3487
Subgrade = 5,437.3487
Orig. Grnd. = 5,435.3193
CL
+2.0000%1:4
1:3
+2.0000% -2.0000% -2.0000%1:4
1:3
O f f s e t=
.7
R T
E le v
.8
O f f s e t= .9
1' L
T
E le v
1.
O f f s e t=
.3
R T
E le v
.9
O f f s e t= 1.
L T
E le v
.7
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+50.00 R 1
Des. Grade = 5,438.3776
Subgrade = 5,437.3776
Orig. Grnd. = 5,435.3844
CL
+2.3083%1:4
1:3
+2.3083% -2.3086% -2.3086%1:4
1:3
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
1.
O f f s e t=
1.
R T
E le v
.8
O f f s e t= .6
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+75.00 R 1
Des. Grade = 5,438.4279
Subgrade = 5,437.4279
Orig. Grnd. = 5,435.5624
CL
+3.0896%1:4
1:3
+3.0896% -3.0898%-3.0898%1:4
1:3
O f f s e t=
1.
R T
E le v
.8
O f f s e t= .8
L T
E le v
1.
O f f s e t= .0
R T
E le v
.8
O f f s e t= .1 L T
E le v
.9
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+79.47 R 1
Des. Grade = 5,438.4335
Subgrade = 5,437.4335
Orig. Grnd. = 5,435.5953
CL
+3.2293%1:4
1:3
+3.2293% -3.2295% 1:4
1:3
O f f s e t=
.9
R T
E le v
.0
O f f s e t= .2
L T
E le v
1.
O f f s e t= .5
R T
E le v
.8
O f f s e t= .7
1' L
T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 16
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 803+81.29 R 1
Des. Grade = 5,438.4354
Subgrade = 5,437.4354
Orig. Grnd. = 5,435.6087
CL
1:4
1:3
+3.2857% -3.2861% 1:4
1:3
O f f s e t=
.7
R T
E le v
.1
O f f s e t= .8
L T
E le v
1.
O f f s e t= .6
1' R
T
E le v
.8
O f f s e t= .5
L T
E le v
.0
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+00.00 R 1
Des. Grade = 5,438.4455
Subgrade = 5,437.4455
Orig. Grnd. = 5,435.7682
CL
1:4
1:3
+3.8710% -3.8711% 1:4
1:3
O f f s e t=
.2
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= .7
R T
E le v
.7
O f f s e t= .4
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+00.88 R 1
Des. Grade = 5,438.4455
Subgrade = 5,437.4455
Orig. Grnd. = 5,435.7780
CL
1:4
1:3
+3.8982% -3.8984% 1:4
1:3
O f f s e t=
.2
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= .7
R T
E le v
.7
O f f s e t= .4
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+25.00 R 1
Des. Grade = 5,438.4302
Subgrade = 5,437.4302
Orig. Grnd. = 5,436.0431
CL
1:4
1:3
+4.6520% -4.6523% 1:4
1:3
O f f s e t=
.9
R T
E le v
.2
O f f s e t= .8
L T
E le v
1.
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
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 17
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+50.00 R 1
Des. Grade = 5,438.3822
Subgrade = 5,437.3822
Orig. Grnd. = 5,436.3210
CL
1:4
1:3
+5.4335% -5.4336% 1:4
1:3
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
1.
O f f s e t= .1 1' R
T
E le v
.3
O f f s e t= .2
L T
E le v
.3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+60.00 R 1
Des. Grade = 5,438.3539
Subgrade = 5,437.3539
Orig. Grnd. = 5,436.4270
CL
1:4
1:3
+5.7460% -5.7461% 1:4
1:3
O f f s e t=
.6
R T
E le v
.4
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
.2
O f f s e t= .2
L T
E le v
.3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+68.13 R 1
Des. Grade = 5,438.3287
Subgrade = 5,437.3287
Orig. Grnd. = 5,436.5107
CL
1:4
1:3
+6.0000% -6.0000% 1:4
1:3
O f f s e t=
.7
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= .2
R T
E le v
.1
O f f s e t= .2
L T
E le v
.3
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 804+75.00 R 1
Des. Grade = 5,438.3074
Subgrade = 5,437.3074
Orig. Grnd. = 5,436.5711
CL
1:4
1:3
+6.0000% -6.0000% 1:4
1:3
O f f s e t=
.9
R T
E le v
.2
O f f s e t= .3
L T
E le v
1.
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
.3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 18
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 805+00.00 R 1
Des. Grade = 5,438.2299
Subgrade = 5,437.2299
Orig. Grnd. = 5,436.7230
CL
1:4
1:3
+6.0000% -6.0000% 1:4
1:3
O f f s e t=
.5
R T
E le v
.3
O f f s e t= .6
L T
E le v
1.
O f f s e t= .2
R T
E le v
.0
O f f s e t= .2
L T
E le v
.2
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 805+25.00 R 1
Des. Grade = 5,438.1524
Subgrade = 5,437.1524
Orig. Grnd. = 5,436.9250
CL
1:4
1:3
+6.0000% -6.0000% 1:4
1:3
O f f s e t=
.8
R T
E le v
.4
O f f s e t= .5
L T
E le v
1.
O f f s e t= .2
R T
E le v
.0
O f f s e t= .2
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 805+50.00 R 1
Des. Grade = 5,438.0749
Subgrade = 5,437.0749
Orig. Grnd. = 5,437.1189
CL
1:4
1:3
+6.0000% -6.0000% 1:4
1:41:4 1:4
Special Ditch Profile
Elevation = 5,434.0000
O f f s e t=
.9
R T
E le v
.0
O f f s e t= .3
L T
E le v
1.
O f f s e t=
.9
R T
E le v
.0
O f f s e t= .2
R T
E le v
.9
O f f s e t= .2
L T
E le v
.1
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 805+75.00 R 1
Des. Grade = 5,437.9974
Subgrade = 5,436.9974
Orig. Grnd. = 5,437.2825
CL
1:41:4 +6.0000% -6.0000%
1:4 1:41:4 1:2
Special Ditch Profile
Elevation = 5,434.3467
O f f s e t=
1.
1' R
T
E le v
.5
O f f s e t= .1 1' L
T
E le v
.5
O f f s e t=
.2
R T
E le v
.3
O f f s e t= .2
R T
E le v
.8
O f f s e t= .2
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 19
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 806+00.00 R 1
Des. Grade = 5,437.9199
Subgrade = 5,436.9199
Orig. Grnd. = 5,437.4130
CL
1:4 1:201:4
+6.0000% -6.0000% 1:3 1:31:3
1:1 .7
Special Ditch Profile
Elevation = 5,434.6933
O f f s e t=
.1
R T
E le v
.9
O f f s e t= .0
L T
E le v
.8
O f f s e t=
1.
R T
E le v
.6
O f f s e t= .6
R T
E le v
.8
O f f s e t= .2
L T
E le v
.9
O f f s e t= 1.
L T
E le v
.9
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 806+25.00 R 1
Des. Grade = 5,437.8519
Subgrade = 5,436.8519
Orig. Grnd. = 5,437.4992
CL
1:4 1:20 1:4
+6.0000% -6.0000% 1:3 1:31:3
1:1 .7
Special Ditch Profile
Elevation = 5,435.0400
O f f s e t=
.6
R T
E le v
.8
O f f s e t= .4
L T
E le v
.7
O f f s e t= .9
R T
E le v
.0
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 806+50.00 R 1
Des. Grade = 5,437.8031
Subgrade = 5,436.8031
Orig. Grnd. = 5,437.6099
CL
1:4 1:20 1:4
+6.0000% -6.0000% 1:31:31:3
1:1 .7
Special Ditch Profile
Elevation = 5,435.1163
O f f s e t=
.5
R T
E le v
.6
O f f s e t= .2
L T
E le v
.6
O f f s e t= .5
R T
E le v
.1
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 20
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 806+75.00 R 1
Des. Grade = 5,437.7733
Subgrade = 5,436.7733
Orig. Grnd. = 5,437.6988
CL
1:4 1:20 1:4
+6.0000% -6.0000% 1:31:31:3
1:1 .7
Special Ditch Profile
Elevation = 5,435.1926
O f f s e t=
.4
R T
E le v
.4
O f f s e t= .3
L T
E le v
.6
O f f s e t= .2
R T
E le v
.1
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 807+00.00 R 1
Des. Grade = 5,437.7627
Subgrade = 5,436.7627
Orig. Grnd. = 5,437.7712
CL
1:4 1:20 1:4
+6.0000% -6.0000% 1:31:3 1:1 .7
Special Ditch Profile
Elevation = 5,435.2689
O f f s e t= .2
R T
E le v
.4
O f f s e t= .2
L T
E le v
.5
O f f s e t= .9
R T
E le v
.2
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 807+01.43 R 1
Des. Grade = 5,437.7627
Subgrade = 5,436.7627
Orig. Grnd. = 5,437.7736
CL
1:4 1:20 1:4
+6.0000% -6.0000% 1:31:3 1:1 .7
Special Ditch Profile
Elevation = 5,435.2733
O f f s e t= .2
R T
E le v
.4
O f f s e t= .2
L T
E le v
.5
O f f s e t= .9
R T
E le v
.2
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 807+25.00 R 1
Des. Grade = 5,437.7712
Subgrade = 5,436.7712
Orig. Grnd. = 5,437.8464
CL
1:4 1:20 1:4
+6.0000% -6.0000% 1:31:3 1:1 .7
Special Ditch Profile
Elevation = 5,435.3453
O f f s e t= .9
R T
E le v
.4
O f f s e t= .9
L T
E le v
.6
O f f s e t= .7
R T
E le v
.3
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
5410 5410
5420 5420
5430 5430
5440 5440
5450 5450
5460 5460
FHWA, Western Federal Lands Highway Division
OR PFH 46(13), Fall Creek Bridge Replacement
Mainline Roadway
Sheet 21
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 807+50.00 R 1
Des. Grade = 5,437.7987
Subgrade = 5,436.7987
Orig. Grnd. = 5,437.8931
CL
1:4 1:201:4
+6.0000% -6.0000% 1:31:3 1:1 .5
Special Ditch Profile
Elevation = 5,435.4216
O f f s e t= .7
R T
E le v
.5
O f f s e t= .9
L T
E le v
.7
O f f s e t= .6
1' R
T
E le v
.4
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 807+75.00 R 1
Des. Grade = 5,437.8454
Subgrade = 5,436.8454
Orig. Grnd. = 5,437.9261
CL
1:4 1:201:4
+6.0000% -6.0000% 1:31:3 1:1 .5
Special Ditch Profile
Elevation = 5,435.4979
O f f s e t= .7
R T
E le v
.6
O f f s e t= 1.
L T
E le v
.8
O f f s e t= .5
R T
E le v
.5
O f f s e t= .6
R T
E le v
.7
O f f s e t= .2
L T
E le v
.8
O f f s e t= 1.
L T
E le v
.8
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 808+00.00 R 1
Des. Grade = 5,437.9111
Subgrade = 5,436.9111
Orig. Grnd. = 5,437.9843
CL
1:4 1:201:4
+6.0000% -6.0000% 1:31:3 1:1 .5
Special Ditch Profile
Elevation = 5,435.5742
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
.9
O f f s e t= .4
R T
E le v
.5
O f f s e t= .6
R T
E le v
.8
O f f s e t= .2
L T
E le v
.9
O f f s e t= 1.
L T
E le v
.9
P e r m . E a s e m e n t
P e r m . E a s e m e n t
E d g e o f
E x is t
P a v e m e n t
E d g e o f
E x is t
P a v e m e n t
Sta. 808+15.00 R 1
Des. Grade = 5,437.9563
Subgrade = 5,436.9563
Orig. Grnd. = 5,437.9975
CL
1:4 1:201:4
+6.0000% -6.0000% 1:31:3 1:1 .5
Special Ditch Profile
Elevation = 5,435.6200
O f f s e t= .9
R T
E le v
.0
O f f s e t= 1.
L T
E le v
.9
O f f s e t= .2
R T
E le v
.6
O f f s e t= .3
R T
E le v
.9
O f f s e t= .9
L T
E le v
.9
O f f s e t= .9
L T
E le v
.9
File details come from the government source that posted it. Updated .