WA_PFH_29-1(1)_Prelim_XS_Sheets_134-166.pdf
PDF 4 MB Posted
- Solicitation number
- DTFH70-13-B-00015
About this file
Prelim XS - 5 of 11
View the file
Other files
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
0000 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090
02-Oct-2013 08:02 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet134
Sta. 326+03.69 R 1
Des. Grade = 832.965
Subgrade = 832.215
Orig. Grnd. = 832.874
CL
1:3 1:201:3
-2.000% -2.000% 1:1.51:1.5
E x is ti n g
R
W
E x is ti
W
Sta. 326+07.33 R 1
Des. Grade = 832.973
Subgrade = 832.223
Orig. Grnd. = 832.776
CL
1:1 .5
1:1 .7
-1.865% -1.680% 1:1.5 1:1.7
E x is ti
W
Bridge End
E x is ti
W
Sta. 328+97.33 R 1
Des. Grade = 833.523
Subgrade = 832.773
Orig. Grnd. = 833.452
CL
1:1 .5
1:1 .7
-1.840% -1.639% 1:1.51:1.7
E x is ti
W
Bridge End<
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
ONSTRUCTIO
N
02-Oct-2013 08:02 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
810 810
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet135
Sta. 329+00.59 R 1
Des. Grade = 833.530
Subgrade = 832.780
Orig. Grnd. = 833.438
CL
1:1 .5
1:20 1:3 -2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 329+15.02 R 1
Des. Grade = 833.562
Subgrade = 832.812
Orig. Grnd. = 833.373
CL
-2.000% 1:1 .5
1:3 -2.000% -2.000% 1:1.51:3
E x is ti
W
E x is ti
W
Sta. 329+25.59 R 1
Des. Grade = 833.585
Subgrade = 832.835
Orig. Grnd. = 833.325
CL
-2.000% 1:1 .5
1:3 -2.000% -2.000% -2.000%1:1.5
1:1.5
E x is ti
W
E x is ti
W
Sta. 329+37.28 R 1
Des. Grade = 833.611
Subgrade = 832.861
Orig. Grnd. = 833.258
CL
-1.495% 1:3
1:1 .5
-1.495% -2.000% -2.000%1:1.5
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:03 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet136
Sta. 329+40.02 R 1
Des. Grade = 833.617
Subgrade = 832.867
Orig. Grnd. = 833.242
CL
-1.325% 1:3
1:1 .5
-1.325% -2.000% -2.000%1:1.5
1:1.5
E x is ti
W
E x is ti
W
Sta. 329+50.00 R 1
Des. Grade = 833.639
Subgrade = 832.889
Orig. Grnd. = 833.185
CL
-0.704% 1:3
1:1 .5
-0.704% -2.000% -2.000%1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 329+51.71 R 1
Des. Grade = 833.643
Subgrade = 832.893
Orig. Grnd. = 833.911
CL
-0.597% 1:3
1:1 .5
-0.597% -2.000% -2.000%1:3
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet137
Sta. 330+00.00 R 1
Des. Grade = 833.950
Subgrade = 833.200
Orig. Grnd. = 834.218
CL
+2.407%1:3 1:20.31:3
+2.407% -2.407%-2.407%1:31:3
E x is ti
W
E x is ti
W
Sta. 330+09.28 R 1
Des. Grade = 834.051
Subgrade = 833.301
Orig. Grnd. = 834.274
CL
1:3 1:20 1:3
+2.800% -2.800%-2.800%1:3 1:20.3
1:3
E x is ti
W
E x is ti
W
Sta. 330+23.71 R 1
Des. Grade = 834.236
Subgrade = 833.486
Orig. Grnd. = 834.378
CL
1:3 1:20 1:3
+2.800% -2.800% 1:3 1:20.1
1:3
E x is ti
W
E x is ti
W
Sta. 330+50.00 R 1
Des. Grade = 834.659
Subgrade = 833.909
Orig. Grnd. = 834.593
CL
1:31:3 +2.800% -2.800% 1:3
1:20 1:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet138
Sta. 331+00.00 R 1
Des. Grade = 835.568
Subgrade = 834.818
Orig. Grnd. = 835.046
CL
1:3 1:3
+2.800% -2.800% 1:31:3
E x is ti
W
E x is ti
W
Sta. 331+50.00 R 1
Des. Grade = 836.477
Subgrade = 835.727
Orig. Grnd. = 835.552
CL
1:3 1:2
+2.800% -2.800% 1:31:3
E x is ti
W
E x is ti
W
Sta. 332+00.00 R 1
Des. Grade = 837.386
Subgrade = 836.636
Orig. Grnd. = 836.345
CL
1:3 1:2
+2.800% -2.800% 1:31:2
E x is ti
W
E x is ti
W
Sta. 332+50.00 R 1
Des. Grade = 838.295
Subgrade = 837.545
Orig. Grnd. = 837.282
CL
1:3 1:2
+2.800% -2.800% 1:31:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:04 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
860 860
820 820
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet139
Sta. 333+00.00 R 1
Des. Grade = 839.205
Subgrade = 838.455
Orig. Grnd. = 838.342
CL
1:3 1:20 1:3
+2.800% -2.800% 1:31:2
E x is ti
W
E x is ti
W
Sta. 333+50.00 R 1
Des. Grade = 840.114
Subgrade = 839.364
Orig. Grnd. = 839.408
CL
1:3 1:20 1:3
+2.800% -2.800% 1:31:3
E x is ti
W
E x is ti
W
Sta. 334+00.00 R 1
Des. Grade = 841.023
Subgrade = 840.273
Orig. Grnd. = 840.214
CL
1:3 1:3
+2.800% -2.800% 1:31:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
850 850
860 860
820 820
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet140
Sta. 334+50.00 R 1
Des. Grade = 841.932
Subgrade = 841.182
Orig. Grnd. = 840.948
CL
1:3 1:3
+2.800% -2.800% 1:31:3
E x is ti
W
E x is ti
W
Sta. 335+00.00 R 1
Des. Grade = 842.841
Subgrade = 842.091
Orig. Grnd. = 842.008
CL
1:3 1:20 1:3
+0.483% -2.000% 1:31:2
E x is ti
W
E x is ti
W
Sta. 335+50.00 R 1
Des. Grade = 843.715
Subgrade = 842.965
Orig. Grnd. = 842.839
CL
1:3 1:20 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
Sta. 336+00.00 R 1
Des. Grade = 844.521
Subgrade = 843.771
Orig. Grnd. = 843.477
CL
1:31:3 -2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet141
Sta. 336+50.00 R 1
Des. Grade = 845.292
Subgrade = 844.542
Orig. Grnd. = 844.117
CL
1:31:3 -2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
Sta. 337+00.00 R 1
Des. Grade = 846.063
Subgrade = 845.313
Orig. Grnd. = 844.817
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
Sta. 337+50.00 R 1
Des. Grade = 846.833
Subgrade = 846.083
Orig. Grnd. = 845.519
CL
1:3 1:3
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 338+00.00 R 1
Des. Grade = 847.604
Subgrade = 846.854
Orig. Grnd. = 846.263
CL
1:3 1:3
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:05 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
840 840
850 850
860 860
840 840
850 850
860 860
840 840
850 850
860 860
840 840
850 850
860 860
870 870
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet142
Sta. 338+50.00 R 1
Des. Grade = 848.375
Subgrade = 847.625
Orig. Grnd. = 847.049
CL
1:3 1:3
-2.000% -2.000% 1:3 1:2<
E x is ti
W
E x is ti
W
Sta. 339+00.00 R 1
Des. Grade = 849.146
Subgrade = 848.396
Orig. Grnd. = 847.900
CL
1:3 1:3
-2.000% -2.000% 1:31:2 inlet/outlet ditch inlet/outlet ditch
24 inch Pipe culvert
E x is ti
W
E x is ti
W
Sta. 339+50.00 R 1
Des. Grade = 849.917
Subgrade = 849.167
Orig. Grnd. = 848.743
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
Sta. 340+00.00 R 1
Des. Grade = 850.688
Subgrade = 849.938
Orig. Grnd. = 849.557
CL
1:3 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
840 840
850 850
860 860
870 870
840 840
850 850
860 860
870 870
840 840
850 850
860 860
870 870
850 850
860 860
870 870
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet143
Sta. 340+50.00 R 1
Des. Grade = 851.458
Subgrade = 850.708
Orig. Grnd. = 850.323
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 341+00.00 R 1
Des. Grade = 852.229
Subgrade = 851.479
Orig. Grnd. = 851.044
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 341+50.00 R 1
Des. Grade = 852.927
Subgrade = 852.177
Orig. Grnd. = 851.718
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 342+00.00 R 1
Des. Grade = 853.479
Subgrade = 852.729
Orig. Grnd. = 852.422
CL
1:3 1:3
-2.000% -2.000% 1:31:3<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet144
Sta. 342+50.00 R 1
Des. Grade = 853.958
Subgrade = 853.208
Orig. Grnd. = 852.999
CL
1:3 1:20 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 343+00.00 R 1
Des. Grade = 854.438
Subgrade = 853.688
Orig. Grnd. = 853.559
CL
1:3 1:20 1:3
-2.000% -2.000% 1:31:3<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 343+50.00 R 1
Des. Grade = 854.917
Subgrade = 854.167
Orig. Grnd. = 854.205
CL
1:3 1:20 1:3
-2.000% -2.000% 1:31:3<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 344+00.00 R 1
Des. Grade = 855.396
Subgrade = 854.646
Orig. Grnd. = 854.324
CL
1:3 1:201:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 344+12.01 R 1
Des. Grade = 855.511
Subgrade = 854.761
Orig. Grnd. = 848.342
CL
1:3
1:2
-1.904% -2.079% 1:3
1:2
20 foot span x 6 foot rise Precast reinforced concrete box culvert, E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:06 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet145
Sta. 344+50.00 R 1
Des. Grade = 855.875
Subgrade = 855.125
Orig. Grnd. = 855.072
CL
1:3 1:20 1:3
-2.000% -2.000% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 345+00.00 R 1
Des. Grade = 856.354
Subgrade = 855.604
Orig. Grnd. = 855.652
CL
1:3 1:20 1:3
-2.000% -2.000% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 345+50.00 R 1
Des. Grade = 856.833
Subgrade = 856.083
Orig. Grnd. = 856.049
CL
1:3 1:3
-2.000% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 346+00.00 R 1
Des. Grade = 857.312
Subgrade = 856.562
Orig. Grnd. = 856.486
CL
1:3 1:20 1:3
-2.000% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 346+50.00 R 1
Des. Grade = 857.792
Subgrade = 857.042
Orig. Grnd. = 856.964
CL
1:3 1:3
-2.000% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet146
Sta. 347+00.00 R 1
Des. Grade = 858.271
Subgrade = 857.521
Orig. Grnd. = 857.383
CL
1:3 1:3
-2.000% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 347+50.00 R 1
Des. Grade = 858.682
Subgrade = 857.932
Orig. Grnd. = 857.837
CL
1:31:3 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 348+00.00 R 1
Des. Grade = 858.958
Subgrade = 858.208
Orig. Grnd. = 858.241
CL
1:31:3 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 348+50.00 R 1
Des. Grade = 859.167
Subgrade = 858.417
Orig. Grnd. = 858.457
CL
1:31:3 -2.000% -2.000% 1:31:31:2<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 349+00.00 R 1
Des. Grade = 859.375
Subgrade = 858.625
Orig. Grnd. = 858.557
CL
1:31:3 -2.000% -2.000% 1:31:3
1:2<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
850 850
860 860
870 870
850 850
860 860
870 870
850 850
860 860
870 870
880 880
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet147
Sta. 349+50.00 R 1
Des. Grade = 859.583
Subgrade = 858.833
Orig. Grnd. = 858.768
CL
1:31:3 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 350+00.00 R 1
Des. Grade = 859.792
Subgrade = 859.042
Orig. Grnd. = 858.959
CL
1:31:3 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 350+50.00 R 1
Des. Grade = 860.000
Subgrade = 859.250
Orig. Grnd. = 859.213
CL
1:31:3 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 351+00.00 R 1
Des. Grade = 860.208
Subgrade = 859.458
Orig. Grnd. = 859.469
CL
1:3 1:20 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:07 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
850 850
860 860
870 870
880 880
850 850
860 860
870 870
880 880
890 890
850 850
860 860
870 870
880 880
890 890
900 900
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet148
Sta. 351+29.11 R 1
Des. Grade = 860.330
Subgrade = 859.580
Orig. Grnd. = 859.570
CL
1:31:3.4 -1.967% -1.582% 1:31:3.4 inlet/outlet ditch
24 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 351+50.00 R 1
Des. Grade = 860.417
Subgrade = 859.667
Orig. Grnd. = 859.632
CL
1:31:3 -2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 352+00.00 R 1
Des. Grade = 860.625
Subgrade = 859.875
Orig. Grnd. = 859.763
CL
1:31:3 -2.000% -2.000% 1:31:3
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
850 850
860 860
870 870
880 880
890 890
850 850
860 860
870 870
880 880
890 890
900 900
850 850
860 860
870 870
880 880
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet149
Sta. 352+50.00 R 1
Des. Grade = 860.833
Subgrade = 860.083
Orig. Grnd. = 859.875
CL
1:31:3 -2.000% -2.000% 1:3
1:20 1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 353+00.00 R 1
Des. Grade = 861.042
Subgrade = 860.292
Orig. Grnd. = 860.027
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 353+50.00 R 1
Des. Grade = 861.173
Subgrade = 860.423
Orig. Grnd. = 860.185
CL
1:3 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
850 850
860 860
870 870
880 880
890 890
900 900
910 910
850 850
860 860
870 870
880 880
890 890
900 900
910 910
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet150
Sta. 354+00.00 R 1
Des. Grade = 861.150
Subgrade = 860.400
Orig. Grnd. = 860.189
CL
1:3 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 354+50.00 R 1
Des. Grade = 861.050
Subgrade = 860.300
Orig. Grnd. = 860.096
CL
1:3 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 355+00.00 R 1
Des. Grade = 860.950
Subgrade = 860.200
Orig. Grnd. = 859.976
CL
1:3 1:3
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:08 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
840 840
850 850
860 860
870 870
880 880
840 840
850 850
860 860
870 870
880 880
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet151
Sta. 355+50.00 R 1
Des. Grade = 860.850
Subgrade = 860.100
Orig. Grnd. = 859.997
CL
1:31:3 -2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 355+54.84 R 1
Des. Grade = 860.841
Subgrade = 860.091
Orig. Grnd. = 860.001
CL
1:31:3 -1.996% -2.003% 1:31:3
24 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 356+00.00 R 1
Des. Grade = 860.837
Subgrade = 860.087
Orig. Grnd. = 860.045
CL
1:31:3 -2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
840 840
850 850
860 860
870 870
880 880
840 840
850 850
860 860
870 870
880 880
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet152
Sta. 356+50.00 R 1
Des. Grade = 861.000
Subgrade = 860.250
Orig. Grnd. = 860.094
CL
1:31:3 -2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 356+67.65 R 1
Des. Grade = 861.088
Subgrade = 860.338
Orig. Grnd. = 860.119
CL
1:31:3 -1.970% -2.024% 1:31:3
24 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 357+00.00 R 1
Des. Grade = 861.250
Subgrade = 860.500
Orig. Grnd. = 860.167
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet153
Sta. 357+50.00 R 1
Des. Grade = 861.500
Subgrade = 860.750
Orig. Grnd. = 860.242
CL
1:3 1:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W Sta. 358+00.00 R 1
Des. Grade = 861.750
Subgrade = 861.000
Orig. Grnd. = 860.334
CL
1:3 1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:09 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet154
Sta. 358+50.00 R 1
Des. Grade = 862.000
Subgrade = 861.250
Orig. Grnd. = 860.438
CL
1:3 1:2
-2.000% +0.971% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 359+00.00 R 1
Des. Grade = 862.250
Subgrade = 861.500
Orig. Grnd. = 860.762
CL
1:3 1:3
-4.070% +4.070% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet155
Sta. 359+50.00 R 1
Des. Grade = 862.500
Subgrade = 861.750
Orig. Grnd. = 861.264
CL
1:3 1:3
-4.400% +4.400% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 360+00.00 R 1
Des. Grade = 862.750
Subgrade = 862.000
Orig. Grnd. = 861.703
CL
1:3 1:3
-4.400% +4.400% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet156
Sta. 360+50.00 R 1
Des. Grade = 863.000
Subgrade = 862.250
Orig. Grnd. = 862.024
CL
1:3 1:2
-4.400% +4.400% 1:3 1:20
1:3
E x is ti
W
E x is ti
W Sta. 360+55.41 R 1
Des. Grade = 863.026
Subgrade = 862.276
Orig. Grnd. = 862.043
CL
1:3 1:2
-4.400% +4.400% 1:3 1:20
1:3 inlet/outlet ditch
24 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:10 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet157
Sta. 361+00.00 R 1
Des. Grade = 863.250
Subgrade = 862.500
Orig. Grnd. = 862.022
CL
1:3 1:2
-4.400% +4.400% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
Sta. 361+50.00 R 1
Des. Grade = 863.440
Subgrade = 862.690
Orig. Grnd. = 861.983
CL
1:3 1:2
-4.400% +4.400% 1:31:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet158
Sta. 362+00.00 R 1
Des. Grade = 863.510
Subgrade = 862.760
Orig. Grnd. = 861.835
CL
1:3 1:2
-4.400% +4.400% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 362+50.00 R 1
Des. Grade = 863.461
Subgrade = 862.711
Orig. Grnd. = 861.602
CL
1:3 1:2
-4.400% +4.400% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet159
Sta. 363+00.00 R 1
Des. Grade = 863.292
Subgrade = 862.542
Orig. Grnd. = 861.407
CL
1:3 1:2
-2.660% +2.660% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 363+50.00 R 1
Des. Grade = 863.063
Subgrade = 862.313
Orig. Grnd. = 861.482
CL
1:3 1:2
-0.905% +0.905% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:11 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet160
Sta. 364+00.00 R 1
Des. Grade = 862.833
Subgrade = 862.083
Orig. Grnd. = 861.490
CL
1:3 1:2
+0.850% -0.850% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet161
Sta. 364+11.02 R 1
Des. Grade = 862.783
Subgrade = 862.033
Orig. Grnd. = 861.529
CL
1:3 1:2
+1.242% -1.267% 1:31:2
24 inch Pipe culvert inlet/outlet ditch
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet162
Sta. 364+50.00 R 1
Des. Grade = 862.604
Subgrade = 861.854
Orig. Grnd. = 861.524
CL
1:3 1:31:2
+2.605% -2.605% 1:31:3
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:12 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
930 930
940 940
950 950
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet163
Sta. 365+00.00 R 1
Des. Grade = 862.375
Subgrade = 861.625
Orig. Grnd. = 861.204
CL
1:1
+4.361% -4.361% 1:31:2
E x is ti
W
E x is ti
W
Sta. 365+50.00 R 1
Des. Grade = 862.146
Subgrade = 861.396
Orig. Grnd. = 860.838
CL
1:1.5
+4.600% -4.600% 1:31:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
920 920
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet164
Sta. 366+00.00 R 1
Des. Grade = 861.917
Subgrade = 861.167
Orig. Grnd. = 860.731
CL
1:20.1 +5.681% -5.681% 1:31:2
E x is ti
W
E x is ti
W
Sta. 366+50.00 R 1
Des. Grade = 861.788
Subgrade = 861.038
Orig. Grnd. = 860.950
CL
1:20 +6.000% -6.000% 1:31:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
870 870
880 880
890 890
900 900
830 830
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet165
Sta. 367+00.00 R 1
Des. Grade = 861.861
Subgrade = 861.111
Orig. Grnd. = 861.153
CL
1:20.4 +6.000% -6.000% 1:31:3
E x is ti
W
E x is ti
W
Sta. 367+45.82 R 1
Des. Grade = 862.105
Subgrade = 861.355
Orig. Grnd. = 861.239
CL
1:3 1:2 .1 +5.948% -5.937% 1:3
1:1.6
24 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:13 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
830 830
840 840
850 850
860 860
870 870
880 880
890 890
830 830
840 840
850 850
860 860
870 870
880 880
830 830
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet166
Sta. 367+50.00 R 1
Des. Grade = 862.136
Subgrade = 861.386
Orig. Grnd. = 861.277
CL
1:3 1:2
+6.000% -6.000% 1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 368+00.00 R 1
Des. Grade = 862.612
Subgrade = 861.862
Orig. Grnd. = 861.647
CL
1:3 1:3
1:2
+6.000% -6.000% 1:31:3
E x is ti
W
E x is ti
W
Sta. 368+38.03 R 1
Des. Grade = 863.108
Subgrade = 862.358
Orig. Grnd. = 862.040
CL
1:3
1:2
+6.118% -6.125% 1:31:2
24 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
File details come from the government source that posted it. Updated .