WA_PFH_29-1(1)_Prelim_XS_Sheets_334-362_and_approaches.pdf
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Prelim XS - 11 of 11
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0000 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090
02-Oct-2013 10:53 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
980 980
990 990
1000 1000
980 980
990 990
1000 1000
980 980
990 990
1000 1000
980 980
990 990
1000 1000
980 980
990 990
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet334
Sta. 613+00.00 R 1
Des. Grade = 987.318
Subgrade = 986.568
Orig. Grnd. = 985.484
CL
1:3
1:2
-2.000% -2.000% 1:31:3 1:1 .5<
E x is ti n g
R
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 613+50.00 R 1
Des. Grade = 988.227
Subgrade = 987.477
Orig. Grnd. = 986.161
CL
1:3
1:3 1:1.5
-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. 614+00.00 R 1
Des. Grade = 989.136
Subgrade = 988.386
Orig. Grnd. = 986.736
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
Sta. 614+50.00 R 1
Des. Grade = 990.045
Subgrade = 989.295
Orig. Grnd. = 987.467
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
Sta. 615+00.00 R 1
Des. Grade = 990.955
Subgrade = 990.205
Orig. Grnd. = 988.047
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
ONSTRUCTIO
N
02-Oct-2013 10:54 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
980 980
990 990
1000 1000
980 980
990 990
1000 1000
980 980
990 990
1000 1000
980 980
990 990
1000 1000
980 980
990 990
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet335
Sta. 615+50.00 R 1
Des. Grade = 991.836
Subgrade = 991.086
Orig. Grnd. = 988.605
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
24 inch Pipe culvert inlet/outlet ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 616+00.00 R 1
Des. Grade = 992.661
Subgrade = 991.911
Orig. Grnd. = 989.136
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
Sta. 616+50.00 R 1
Des. Grade = 993.430
Subgrade = 992.680
Orig. Grnd. = 989.847
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
Sta. 617+00.00 R 1
Des. Grade = 994.144
Subgrade = 993.394
Orig. Grnd. = 990.500
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
Sta. 617+38.86 R 1
Des. Grade = 994.659
Subgrade = 993.909
Orig. Grnd. = 990.928
CL
1:3
1:2 .1
-1.656% -2.240% 1:3
1:2.1
48" Pipe culvert
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
980 980
990 990
1000 1000
1010 1010
980 980
990 990
1000 1000
1010 1010
980 980
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet336
Sta. 617+50.00 R 1
Des. Grade = 994.801
Subgrade = 994.051
Orig. Grnd. = 991.006
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
Sta. 618+00.00 R 1
Des. Grade = 995.403
Subgrade = 994.653
Orig. Grnd. = 991.373
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
Sta. 618+50.00 R 1
Des. Grade = 995.948
Subgrade = 995.198
Orig. Grnd. = 991.875
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
Sta. 619+00.00 R 1
Des. Grade = 996.438
Subgrade = 995.688
Orig. Grnd. = 992.434
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
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet337
Sta. 619+50.00 R 1
Des. Grade = 996.872
Subgrade = 996.122
Orig. Grnd. = 993.003
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
Sta. 620+00.00 R 1
Des. Grade = 997.250
Subgrade = 996.500
Orig. Grnd. = 993.664
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
Sta. 620+50.00 R 1
Des. Grade = 997.600
Subgrade = 996.850
Orig. Grnd. = 994.497
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
Sta. 621+00.00 R 1
Des. Grade = 997.950
Subgrade = 997.200
Orig. Grnd. = 995.131
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
Sta. 621+50.00 R 1
Des. Grade = 998.300
Subgrade = 997.550
Orig. Grnd. = 995.589
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
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet338
Sta. 622+00.00 R 1
Des. Grade = 998.650
Subgrade = 997.900
Orig. Grnd. = 995.937
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
24 inch Pipe culvert inlet/outlet ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 622+50.00 R 1
Des. Grade = 999.000
Subgrade = 998.250
Orig. Grnd. = 996.266
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
Sta. 623+00.00 R 1
Des. Grade = 999.350
Subgrade = 998.600
Orig. Grnd. = 996.617
CL
1:3
1:3
-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
Sta. 623+50.00 R 1
Des. Grade = 999.700
Subgrade = 998.950
Orig. Grnd. = 996.986
CL
1:3
1:2
-2.000% -2.000% 1:3 1:6
E x is ti
W
E x is ti
W<
E x is ti
W
E x is ti
W
Sta. 624+00.00 R 1
Des. Grade = 1,000.050
Subgrade = 999.300
Orig. Grnd. = 997.302
CL
1:3
1:2
-2.000% -2.000% 1:3 1:5
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 10:55 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet339
Sta. 624+50.00 R 1
Des. Grade = 1,000.400
Subgrade = 999.650
Orig. Grnd. = 997.404
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
Sta. 625+00.00 R 1
Des. Grade = 1,000.600
Subgrade = 999.850
Orig. Grnd. = 997.104
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
Sta. 625+50.00 R 1
Des. Grade = 1,000.500
Subgrade = 999.750
Orig. Grnd. = 996.788
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
Sta. 626+00.00 R 1
Des. Grade = 1,000.250
Subgrade = 999.500
Orig. Grnd. = 996.719
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
980 980
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
980 980
990 990
1000 1000
1010 1010
980 980
990 990
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet340
Sta. 626+12.40 R 1
Des. Grade = 1,000.188
Subgrade = 999.438
Orig. Grnd. = 996.673
CL
1:3
1:2
-2.018% -1.979% 1:3
1:1.5
72" Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 626+50.00 R 1
Des. Grade = 1,000.000
Subgrade = 999.250
Orig. Grnd. = 996.481
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
Sta. 627+00.00 R 1
Des. Grade = 999.750
Subgrade = 999.000
Orig. Grnd. = 996.021
CL
1:3
1:3
-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
Sta. 627+50.00 R 1
Des. Grade = 999.500
Subgrade = 998.750
Orig. Grnd. = 995.785
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
990 990
1000 1000
1010 1010
1020 1020
980 980
990 990
1000 1000
1010 1010
1020 1020
980 980
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet341
Sta. 628+00.00 R 1
Des. Grade = 999.250
Subgrade = 998.500
Orig. Grnd. = 995.820
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
Sta. 628+50.00 R 1
Des. Grade = 999.000
Subgrade = 998.250
Orig. Grnd. = 996.027
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
Sta. 629+00.00 R 1
Des. Grade = 998.942
Subgrade = 998.192
Orig. Grnd. = 995.913
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
Sta. 629+50.00 R 1
Des. Grade = 999.270
Subgrade = 998.520
Orig. Grnd. = 996.010
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 10:56 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet342
Sta. 629+73.22 R 1
Des. Grade = 999.511
Subgrade = 998.761
Orig. Grnd. = 996.093
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
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. 630+00.00 R 1
Des. Grade = 999.789
Subgrade = 999.039
Orig. Grnd. = 996.307
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
Sta. 630+50.00 R 1
Des. Grade = 1,000.309
Subgrade = 999.559
Orig. Grnd. = 996.770
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
Sta. 631+00.00 R 1
Des. Grade = 1,000.829
Subgrade = 1,000.079
Orig. Grnd. = 997.478
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
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet343
Sta. 631+50.00 R 1
Des. Grade = 1,001.349
Subgrade = 1,000.599
Orig. Grnd. = 998.100
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
Sta. 632+00.00 R 1
Des. Grade = 1,001.868
Subgrade = 1,001.118
Orig. Grnd. = 998.654
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
Sta. 632+50.00 R 1
Des. Grade = 1,002.388
Subgrade = 1,001.638
Orig. Grnd. = 999.067
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
Sta. 633+00.00 R 1
Des. Grade = 1,002.908
Subgrade = 1,002.158
Orig. Grnd. = 999.533
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
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet344
Sta. 633+04.37 R 1
Des. Grade = 1,002.953
Subgrade = 1,002.203
Orig. Grnd. = 999.573
CL
1:3
1:2 .5
-0.985% -2.225% 1:3
1:2.5
48 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 633+50.00 R 1
Des. Grade = 1,003.428
Subgrade = 1,002.678
Orig. Grnd. = 1,000.196
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
Sta. 634+00.00 R 1
Des. Grade = 1,003.947
Subgrade = 1,003.197
Orig. Grnd. = 1,000.798
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
Sta. 634+50.00 R 1
Des. Grade = 1,004.467
Subgrade = 1,003.717
Orig. Grnd. = 1,001.256
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
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
990 990
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet345
Sta. 635+00.00 R 1
Des. Grade = 1,004.987
Subgrade = 1,004.237
Orig. Grnd. = 1,001.451
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
Sta. 635+50.00 R 1
Des. Grade = 1,005.507
Subgrade = 1,004.757
Orig. Grnd. = 1,001.851
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
Sta. 636+00.00 R 1
Des. Grade = 1,006.026
Subgrade = 1,005.276
Orig. Grnd. = 1,002.492
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
Sta. 636+50.00 R 1
Des. Grade = 1,006.546
Subgrade = 1,005.796
Orig. Grnd. = 1,003.140
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 10:57 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet346
Sta. 637+00.00 R 1
Des. Grade = 1,007.066
Subgrade = 1,006.316
Orig. Grnd. = 1,003.746
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
Sta. 637+50.00 R 1
Des. Grade = 1,007.586
Subgrade = 1,006.836
Orig. Grnd. = 1,004.243
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
Sta. 638+00.00 R 1
Des. Grade = 1,008.105
Subgrade = 1,007.355
Orig. Grnd. = 1,004.757
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
Sta. 638+50.00 R 1
Des. Grade = 1,008.625
Subgrade = 1,007.875
Orig. Grnd. = 1,005.124
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 639+00.00 R 1
Des. Grade = 1,009.145
Subgrade = 1,008.395
Orig. Grnd. = 1,005.572
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
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet347
Sta. 639+50.00 R 1
Des. Grade = 1,009.664
Subgrade = 1,008.914
Orig. Grnd. = 1,006.154
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
Sta. 640+00.00 R 1
Des. Grade = 1,010.184
Subgrade = 1,009.434
Orig. Grnd. = 1,007.133
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
Sta. 640+50.00 R 1
Des. Grade = 1,010.704
Subgrade = 1,009.954
Orig. Grnd. = 1,007.999
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
Sta. 641+00.00 R 1
Des. Grade = 1,011.224
Subgrade = 1,010.474
Orig. Grnd. = 1,008.568
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
Sta. 641+50.00 R 1
Des. Grade = 1,011.743
Subgrade = 1,010.993
Orig. Grnd. = 1,008.830
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
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
1000 1000
1010 1010
1020 1020
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet348
Sta. 642+00.00 R 1
Des. Grade = 1,012.263
Subgrade = 1,011.513
Orig. Grnd. = 1,009.115
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
Sta. 642+50.00 R 1
Des. Grade = 1,012.783
Subgrade = 1,012.033
Orig. Grnd. = 1,009.633
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
Sta. 643+00.00 R 1
Des. Grade = 1,013.303
Subgrade = 1,012.553
Orig. Grnd. = 1,010.118
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
Sta. 643+50.00 R 1
Des. Grade = 1,013.822
Subgrade = 1,013.072
Orig. Grnd. = 1,010.866
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
1000 1000
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet349
Sta. 644+00.00 R 1
Des. Grade = 1,014.342
Subgrade = 1,013.592
Orig. Grnd. = 1,011.814
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
Sta. 644+50.00 R 1
Des. Grade = 1,014.862
Subgrade = 1,014.112
Orig. Grnd. = 1,012.388
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 Sta. 644+85.81 R 1
Des. Grade = 1,015.234
Subgrade = 1,014.484
Orig. Grnd. = 1,012.726
CL
1:3
1:2
-2.000% -2.000%-2.000%1:3 1:21:2
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 644+99.67 R 1
Des. Grade = 1,015.378
Subgrade = 1,014.628
Orig. Grnd. = 1,012.893
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:21:2
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 10:58 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet350
Sta. 645+00.00 R 1
Des. Grade = 1,015.382
Subgrade = 1,014.632
Orig. Grnd. = 1,012.897
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:21:2
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 645+50.00 R 1
Des. Grade = 1,015.901
Subgrade = 1,015.151
Orig. Grnd. = 1,013.462
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:21:2
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 646+00.00 R 1
Des. Grade = 1,016.421
Subgrade = 1,015.671
Orig. Grnd. = 1,013.855
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:21:2
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 646+29.67 R 1
Des. Grade = 1,016.729
Subgrade = 1,015.979
Orig. Grnd. = 1,014.019
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:21:2 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 646+43.53 R 1
Des. Grade = 1,016.874
Subgrade = 1,016.124
Orig. Grnd. = 1,014.106
CL
1:3
1:2
-2.000% -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
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet351
Sta. 646+50.00 R 1
Des. Grade = 1,016.941
Subgrade = 1,016.191
Orig. Grnd. = 1,014.205
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
Sta. 647+00.00 R 1
Des. Grade = 1,017.461
Subgrade = 1,016.711
Orig. Grnd. = 1,014.970
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
Sta. 647+50.00 R 1
Des. Grade = 1,017.980
Subgrade = 1,017.230
Orig. Grnd. = 1,015.557
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
Sta. 648+00.00 R 1
Des. Grade = 1,018.433
Subgrade = 1,017.683
Orig. Grnd. = 1,016.078
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
Sta. 648+50.00 R 1
Des. Grade = 1,018.750
Subgrade = 1,018.000
Orig. Grnd. = 1,015.939
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
PRELIM
IN
ARY
NOT FOR C
1000 1000
1010 1010
1020 1020
1030 1030
1000 1000
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet352
Sta. 648+90.48 R 1
Des. Grade = 1,018.952
Subgrade = 1,018.202
Orig. Grnd. = 1,015.828
CL
1:3
1:2.
-1.061% -1.767% 1:3
1:2.1
78 inch Pipe Culvert
Sta. 649+00.00 R 1
Des. Grade = 1,019.000
Subgrade = 1,018.250
Orig. Grnd. = 1,015.772
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
Sta. 649+50.00 R 1
Des. Grade = 1,019.250
Subgrade = 1,018.500
Orig. Grnd. = 1,015.846
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
Sta. 650+00.00 R 1
Des. Grade = 1,019.500
Subgrade = 1,018.750
Orig. Grnd. = 1,016.437
CL
1:3
1:2
+0.508% -2.000% 1:3
1:2
PRELIM
IN
ARY
NOT FOR C
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet353
Sta. 650+50.00 R 1
Des. Grade = 1,019.750
Subgrade = 1,019.000
Orig. Grnd. = 1,016.945
CL
1:3
1:2
+3.593% -3.593% 1:3
1:2
Sta. 651+00.00 R 1
Des. Grade = 1,020.000
Subgrade = 1,019.250
Orig. Grnd. = 1,016.878
CL
1:3
1:2
+5.800% -5.800% 1:3 1:2
Sta. 651+50.00 R 1
Des. Grade = 1,020.250
Subgrade = 1,019.500
Orig. Grnd. = 1,016.707
CL
1:3
1:2
+5.800% -5.800% 1:3 1:2
Sta. 652+00.00 R 1
Des. Grade = 1,020.500
Subgrade = 1,019.750
Orig. Grnd. = 1,017.052
CL
1:3
1:2
+5.800% -5.800% 1:3 1:2
Sta. 652+50.00 R 1
Des. Grade = 1,020.750
Subgrade = 1,020.000
Orig. Grnd. = 1,017.605
CL
1:3
1:2
+5.800% -5.800% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 10:59 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet354
Sta. 653+00.00 R 1
Des. Grade = 1,021.000
Subgrade = 1,020.250
Orig. Grnd. = 1,017.973
CL
1:3
1:2
+5.800% -5.800% 1:3
1:2
Sta. 653+50.00 R 1
Des. Grade = 1,021.250
Subgrade = 1,020.500
Orig. Grnd. = 1,018.196
CL
1:3
1:2
+3.797% -3.797% 1:3 1:2
Sta. 654+00.00 R 1
Des. Grade = 1,021.500
Subgrade = 1,020.750
Orig. Grnd. = 1,018.338
CL
1:3
1:2
+0.711% -2.000% 1:3
1:2
Sta. 654+43.83 R 1
Des. Grade = 1,021.719
Subgrade = 1,020.969
Orig. Grnd. = 1,018.304
CL
1:3
1:2
-1.993% -2.000%-2.000%1:3
1:2
Sta. 654+50.00 R 1
Des. Grade = 1,021.750
Subgrade = 1,021.000
Orig. Grnd. = 1,018.337
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:1.5
PRELIM
IN
ARY
NOT FOR C
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet355
Sta. 654+51.92 R 1
Des. Grade = 1,021.760
Subgrade = 1,021.010
Orig. Grnd. = 1,018.345
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3
1:2
Sta. 654+91.92 R 1
Des. Grade = 1,021.960
Subgrade = 1,021.210
Orig. Grnd. = 1,018.515
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:2
Sta. 655+00.00 R 1
Des. Grade = 1,022.000
Subgrade = 1,021.250
Orig. Grnd. = 1,018.580
CL
1:3
1:2
-2.000% -2.000%-2.000%1:3
1:2
Sta. 655+50.00 R 1
Des. Grade = 1,022.250
Subgrade = 1,021.500
Orig. Grnd. = 1,019.087
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
Sta. 656+00.00 R 1
Des. Grade = 1,022.500
Subgrade = 1,021.750
Orig. Grnd. = 1,019.418
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
PRELIM
IN
ARY
NOT FOR C
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1010 1010
1020 1020
1030 1030
1040 1040
1010 1010
1020 1020
1030 1030
1040 1040
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet356
Sta. 656+50.00 R 1
Des. Grade = 1,022.782
Subgrade = 1,022.032
Orig. Grnd. = 1,019.789
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
Sta. 657+00.00 R 1
Des. Grade = 1,023.291
Subgrade = 1,022.541
Orig. Grnd. = 1,020.489
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
Sta. 657+50.00 R 1
Des. Grade = 1,024.060
Subgrade = 1,023.310
Orig. Grnd. = 1,021.941
CL
1:3
1:2
-2.000% +0.198% 1:3
1:2
Sta. 658+00.00 R 1
Des. Grade = 1,025.087
Subgrade = 1,024.337
Orig. Grnd. = 1,023.538
CL
1:3 1:2
-3.291% +3.291% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
1020 1020
1030 1030
1040 1040
1020 1020
1030 1030
1040 1040
1020 1020
1030 1030
1040 1040
1020 1020
1030 1030
1040 1040
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet357
Sta. 658+50.00 R 1
Des. Grade = 1,026.373
Subgrade = 1,025.623
Orig. Grnd. = 1,025.465
CL
1:31:2 -6.000% +6.000% 1:3
1:2
Sta. 659+00.00 R 1
Des. Grade = 1,027.886
Subgrade = 1,027.136
Orig. Grnd. = 1,027.048
CL
1:3 1:3
1:1.5
-6.000% +6.000% 1:3 1:2
Sta. 659+50.00 R 1
Des. Grade = 1,029.432
Subgrade = 1,028.682
Orig. Grnd. = 1,028.423
CL
1:3
1:2
-6.000% +6.000% 1:3 1:2
Sta. 660+00.00 R 1
Des. Grade = 1,030.958
Subgrade = 1,030.208
Orig. Grnd. = 1,029.831
CL
1:3 1:2
-5.176% +5.176% 1:3
1:2
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 11:00 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
1020 1020
1030 1030
1040 1040
1050 1050
1020 1020
1030 1030
1040 1040
1050 1050
1020 1020
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet358
Sta. 660+50.00 R 1
Des. Grade = 1,032.346
Subgrade = 1,031.596
Orig. Grnd. = 1,031.133
CL
1:3 1:2
-2.602% +2.602% 1:3 1:2
Sta. 660+69.38 R 1
Des. Grade = 1,032.841
Subgrade = 1,032.091
Orig. Grnd. = 1,031.629
CL
1:3
1:2 .1
-0.633% +0.909% 1:3 1:2.1
60 inch Pipe culvert
Sta. 661+00.00 R 1
Des. Grade = 1,033.596
Subgrade = 1,032.846
Orig. Grnd. = 1,032.410
CL
1:3
1:2
-0.028% +0.028% 1:3 1:2
Sta. 661+50.00 R 1
Des. Grade = 1,034.827
Subgrade = 1,034.077
Orig. Grnd. = 1,033.846
CL
1:3
1:2
+2.546% -2.546% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet359
Sta. 662+00.00 R 1
Des. Grade = 1,036.058
Subgrade = 1,035.308
Orig. Grnd. = 1,035.157
CL
1:3
1:2
+2.800% -2.800% 1:3 1:2
Sta. 662+50.00 R 1
Des. Grade = 1,037.288
Subgrade = 1,036.538
Orig. Grnd. = 1,036.368
CL
1:3
1:2
+2.800% -2.800% 1:3 1:2
Sta. 663+00.00 R 1
Des. Grade = 1,038.519
Subgrade = 1,037.769
Orig. Grnd. = 1,037.746
CL
1:3
1:2
+2.800% -2.800% 1:3 1:2
Sta. 663+50.00 R 1
Des. Grade = 1,039.599
Subgrade = 1,038.849
Orig. Grnd. = 1,038.645
CL
1:3
1:31:2
+2.800% -2.800% 1:31:3 inlet/outlet ditch
24 inch Pipe culvert
PRELIM
IN
ARY
NOT FOR C
1030 1030
1040 1040
1050 1050
1060 1060
1030 1030
1040 1040
1050 1050
1060 1060
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet360
Sta. 664+00.00 R 1
Des. Grade = 1,040.375
Subgrade = 1,039.625
Orig. Grnd. = 1,039.286
CL
1:3
1:2 +2.800% -2.800% 1:31:3
Sta. 664+50.00 R 1
Des. Grade = 1,041.000
Subgrade = 1,040.250
Orig. Grnd. = 1,039.893
CL
1:3
1:2 +2.800% -2.800% 1:31:3
Sta. 665+00.00 R 1
Des. Grade = 1,041.625
Subgrade = 1,040.875
Orig. Grnd. = 1,040.505
CL
1:3
1:2 +1.677% -2.000% 1:31:2
Sta. 665+50.00 R 1
Des. Grade = 1,042.250
Subgrade = 1,041.500
Orig. Grnd. = 1,041.247
CL
1:3
1:2
-1.434% -2.000% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 11:01 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
1060 1060
1030 1030
1040 1040
1050 1050
1030 1030
1040 1040
1050 1050
1060 1060
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet361
Sta. 666+00.00 R 1
Des. Grade = 1,042.823
Subgrade = 1,042.073
Orig. Grnd. = 1,041.824
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
Sta. 666+50.00 R 1
Des. Grade = 1,043.031
Subgrade = 1,042.281
Orig. Grnd. = 1,042.130
CL
1:3 1:2
-2.000% -2.000% Approach Radius
Sta. 666+77.64 R 1
Des. Grade = 1,042.968
Subgrade = 1,042.218
Orig. Grnd. = 1,042.107
CL
1:3 1:2
-2.000% -2.000% 2.00% @ 15'- -3.50%
Sta. 667+00.00 R 1
Des. Grade = 1,042.823
Subgrade = 1,042.073
Orig. Grnd. = 1,042.060
CL
1:3 1:2
-2.000% -2.000% Approach Radius
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 11:01 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
1030 1030
1040 1040
1050 1050
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet362
Sta. 667+50.00 R 1
Des. Grade = 1,042.250
Subgrade = 1,041.500
Orig. Grnd. = 1,041.590
CL
1:3 1:2
-2.000% -2.000% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 11:01 AM ...\wf02901xa06_layout.dgn [US_Sur_ft2D]
780 780
790 790
800 800
780 780
790 790
800 800
780 780
790 790
800 800
780 780
790 790
800 800
780 780
790 790
800 800
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Sheet1
Approach 188+70 RT Cross Sections
Sta. 30+10.00 R 1
Des. Grade = 785.780
Subgrade = 785.030
Orig. Grnd. = 784.242
CL
-1.122% +0.917%
Sta. 30+20.00 R 1
Des. Grade = 785.580
Subgrade = 784.830
Orig. Grnd. = 784.441
CL
1:3 1:3.4
1:2.3
-1.268% +0.431% Tie to parking area
Sta. 30+30.00 R 1
Des. Grade = 785.647
Subgrade = 784.897
Orig. Grnd. = 785.129
CL
1:3 1:3.
11:2 -1.415% -0.056% 1:31:2
Sta. 30+40.00 R 1
Des. Grade = 786.249
Subgrade = 785.499
Orig. Grnd. = 785.930
CL
1:3 1:3
1:2 -1.561% -0.542% 1:31:3 1:2
Sta. 30+50.00 R 1
Des. Grade = 787.118
Subgrade = 786.368
Orig. Grnd. = 786.524
CL
1:3 1:3
1:2 -1.707% -1.028% 1:3
1:3 1:3
Riprap Ditch
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 11:01 AM ...\wf02901xa06_layout.dgn [US_Sur_ft2D]
780 780
790 790
800 800
780 780
790 790
800 800
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Sheet2
Approach 188+70 RT Cross Sections
Sta. 30+60.00 R 1
Des. Grade = 787.987
Subgrade = 787.237
Orig. Grnd. = 787.541
CL
1:3 1:31:2
-1.854% -1.514% 1:3 1:3 1:2
Riprap Ditch
Sta. 30+70.00 R 1
Des. Grade = 788.857
Subgrade = 788.107
Orig. Grnd. = 788.365
CL
1:31:3 -2.000% -2.000% 1:31:31:2
.6
PRELIM
IN
ARY
NOT FOR C
0 0 0 0 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 50 50 50 50 60 60 60 60 70 70 70 70 80 80 80 80 90 90 90 90
02-Oct-2013 11:01 AM ...\wf02901xa03_layout.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
930 930
940 940
950 950
930 930
940 940
950 950
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Sheet1
Approach 432+89 LT Cross Sections
Sta. 20+10.00 R 1
Des. Grade = 933.390
Subgrade = 932.640
Orig. Grnd. = 931.412
CL
-1.973% +1.973%
Approach Radius
Sta. 20+20.00 R 1
Des. Grade = 933.190
Subgrade = 932.440
Orig. Grnd. = 931.662
CL
1:3 1:3.
11:2 -1.979% +0.998%
Approach Radius
Sta. 20+25.00 R 1
Des. Grade = 933.090
Subgrade = 932.340
Orig. Grnd. = 932.089
CL
1:3 1:3
1:2 -1.983% +0.510%
Approach Radius
Sta. 20+30.00 R 1
Des. Grade = 933.055
Subgrade = 932.555
Orig. Grnd. = 932.510
CL
1:3 1:3
1:2 -1.986% +0.023%
PRELIM
IN
ARY
NOT FOR C
0 0 0 0 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 50 50 50 50 60 60 60 60 70 70 70 70 80 80 80 80 90 90 90 90
930 930
940 940
950 950
930 930
940 940
950 950
930 930
940 940
950 950
930 930
940 940
950 950
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Sheet2
Approach 432+89 LT Cross Sections
Approach Radius
Sta. 20+40.00 R 1
Des. Grade = 933.375
Subgrade = 932.875
Orig. Grnd. = 933.743
CL
1:3 1:3
1:2 -1.993% -0.952%
Sta. 20+50.00 R 1
Des. Grade = 934.150
Subgrade = 933.650
Orig. Grnd. = 934.623
CL
1:3 1:3
1:2 -1.999% -1.927% 1:3
1:20 1:3
Sta. 20+60.00 R 1
Des. Grade = 934.990
Subgrade = 934.490
Orig. Grnd. = 935.213
CL
1:3 1:3
1:2 -2.000% -2.000% 1:3 1:20
1:3
Sta. 20+70.00 R 1
Des. Grade = 935.821
Subgrade = 935.321
Orig. Grnd. = 935.917
CL
1:3 1:3
1:2 -2.000% -2.000% 1:31:3 1:2
Sta. 20+80.00 R 1
Des. Grade = 936.586
Subgrade = 936.086
Orig. Grnd. = 936.657
CL
1:3 1:3
1:2 -2.000% -2.000% 1:31:3 1:2
PRELIM
IN
ARY
NOT FOR C
0 0 0 0 10 10 10 10 20 20 20 20 30 30 30 30 40 40 40 40 50 50 50 50 60 60 60 60 70 70 70 70 80 80 80 80 90 90 90 90
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Sheet3
Approach 432+89 LT Cross Sections
Sta. 20+85.00 R 1
Des. Grade = 936.940
Subgrade = 936.440
Orig. Grnd. = 936.940
CL
1:3 1:3
1:2 -2.000% -2.000% 1:31:31:2
PRELIM
IN
ARY
NOT FOR C
File details come from the government source that posted it. Updated .