WA_PFH_29-1(1)_Prelim_XS_Sheets_267-300.pdf
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Prelim XS - 9 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 09:10 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
910 910
920 920
930 930
910 910
920 920
930 930
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet267
Sta. 520+75.09 R 1
Des. Grade = 917.599
Subgrade = 916.849
Orig. Grnd. = 916.722
CL
1:3
1:2
-2.000% -2.000% -2.000% 1:3 1:2
E x is ti n g
R
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 520+88.97 R 1
Des. Grade = 917.609
Subgrade = 916.859
Orig. Grnd. = 916.666
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
Sta. 521+00.00 R 1
Des. Grade = 917.646
Subgrade = 916.896
Orig. Grnd. = 916.654
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. 521+50.00 R 1
Des. Grade = 918.118
Subgrade = 917.368
Orig. Grnd. = 917.073
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 09:10 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
930 930
900 900
910 910
920 920
930 930
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet268
Sta. 522+00.00 R 1
Des. Grade = 919.096
Subgrade = 918.346
Orig. Grnd. = 918.027
CL
1:3 1:2
-2.000% -2.000% 1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 522+01.73 R 1
Des. Grade = 919.139
Subgrade = 918.389
Orig. Grnd. = 918.063
CL
1:3 1:2
-2.004% -1.996% 1:3
1:1.5
24 inch Pipe culvert
E x is ti
W
E x is ti
W
Sta. 522+50.00 R 1
Des. Grade = 920.327
Subgrade = 919.577
Orig. Grnd. = 919.035
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 523+00.00 R 1
Des. Grade = 921.558
Subgrade = 920.808
Orig. Grnd. = 920.009
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 09:11 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet269
Sta. 523+50.00 R 1
Des. Grade = 922.788
Subgrade = 922.038
Orig. Grnd. = 920.852
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. 524+00.00 R 1
Des. Grade = 923.979
Subgrade = 923.229
Orig. Grnd. = 921.980
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. 524+50.00 R 1
Des. Grade = 924.884
Subgrade = 924.134
Orig. Grnd. = 923.649
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. 524+67.70 R 1
Des. Grade = 925.126
Subgrade = 924.376
Orig. Grnd. = 924.146
CL
1:3 1:3.5
-1.126% -2.376% 1:31:2.3
Pipe Culvert 120 inch Arch or Elliptical
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:11 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet270
Sta. 525+00.00 R 1
Des. Grade = 925.463
Subgrade = 924.713
Orig. Grnd. = 923.941
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. 525+50.00 R 1
Des. Grade = 925.758
Subgrade = 925.008
Orig. Grnd. = 923.121
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. 526+00.00 R 1
Des. Grade = 926.012
Subgrade = 925.262
Orig. Grnd. = 922.506
CL
1:3
1:2
-2.000% -2.000% 1:3
1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 526+50.00 R 1
Des. Grade = 926.266
Subgrade = 925.516
Orig. Grnd. = 922.390
CL
1:3
1:2
-1.811% -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 09:12 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet271
Sta. 527+00.00 R 1
Des. Grade = 926.520
Subgrade = 925.770
Orig. Grnd. = 922.739
CL
1:3
1:2
+1.297% -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. 527+50.00 R 1
Des. Grade = 926.774
Subgrade = 926.024
Orig. Grnd. = 923.126
CL
1:3
1:2
+4.405% -4.405% 1:3 1:3<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 527+86.00 R 1
Des. Grade = 926.957
Subgrade = 926.207
Orig. Grnd. = 923.597
CL
1:3
1:2 .1
+4.511% -4.508% 1:3
1:3.2
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. 528+00.00 R 1
Des. Grade = 927.028
Subgrade = 926.278
Orig. Grnd. = 923.783
CL
1:3
1:2
+4.600% -4.600% 1:3
1:5<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 528+50.00 R 1
Des. Grade = 927.282
Subgrade = 926.532
Orig. Grnd. = 924.339
CL
1:3
1:2
+4.600% -4.600% 1:3 1:4<
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 09:12 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet272
Sta. 529+00.00 R 1
Des. Grade = 927.536
Subgrade = 926.786
Orig. Grnd. = 923.842
CL
1:3
1:2 1:2
+4.600% -4.600% 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. 529+50.00 R 1
Des. Grade = 927.790
Subgrade = 927.040
Orig. Grnd. = 923.526
CL
1:3
1:2
1:2
+4.600% -4.600% 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. 530+00.00 R 1
Des. Grade = 928.044
Subgrade = 927.294
Orig. Grnd. = 924.027
CL
1:3
1:2
+4.600% -4.600% 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. 530+02.49 R 1
Des. Grade = 928.056
Subgrade = 927.306
Orig. Grnd. = 924.055
CL
1:3
1:2
+4.625% -4.625% 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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:13 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet273
Sta. 530+50.00 R 1
Des. Grade = 928.298
Subgrade = 927.548
Orig. Grnd. = 924.375
CL
1:3
1:2
+4.600% -4.600% 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. 531+00.00 R 1
Des. Grade = 928.552
Subgrade = 927.802
Orig. Grnd. = 924.659
CL
1:3
1:2
+3.115% -3.115% 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. 531+50.00 R 1
Des. Grade = 928.806
Subgrade = 928.056
Orig. Grnd. = 924.874
CL
1:3
1:2
+0.000% -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. 532+00.00 R 1
Des. Grade = 929.060
Subgrade = 928.310
Orig. Grnd. = 924.920
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 09:14 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet274
Sta. 532+47.90 R 1
Des. Grade = 929.303
Subgrade = 928.553
Orig. Grnd. = 924.910
CL
1:3
1:2
-1.881% -2.058% 1:3
1:1.5
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. 532+50.00 R 1
Des. Grade = 929.313
Subgrade = 928.563
Orig. Grnd. = 924.909
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. 533+00.00 R 1
Des. Grade = 929.567
Subgrade = 928.817
Orig. Grnd. = 925.360
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. 533+04.11 R 1
Des. Grade = 929.588
Subgrade = 928.838
Orig. Grnd. = 925.402
CL
1:3
1:2 .2
-1.553% -2.013% 1:3
1:2.2
36 inch 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
02-Oct-2013 09:14 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet275
Sta. 533+50.00 R 1
Des. Grade = 929.821
Subgrade = 929.071
Orig. Grnd. = 926.018
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. 534+00.00 R 1
Des. Grade = 930.075
Subgrade = 929.325
Orig. Grnd. = 926.531
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. 534+50.00 R 1
Des. Grade = 930.329
Subgrade = 929.579
Orig. Grnd. = 926.947
CL
1:3
1:2
-2.000% -1.293% 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. 534+77.06 R 1
Des. Grade = 930.467
Subgrade = 929.717
Orig. Grnd. = 927.085
CL
1:3
1:2 .2
-2.011% +0.834% 1:3
1:2.2
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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:15 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet276
Sta. 535+00.00 R 1
Des. Grade = 930.583
Subgrade = 929.833
Orig. Grnd. = 927.191
CL
1:3
1:2
-2.000% +1.815% 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. 535+50.00 R 1
Des. Grade = 930.837
Subgrade = 930.087
Orig. Grnd. = 927.405
CL
1:3
1:2
-4.600% +4.600% 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. 536+00.00 R 1
Des. Grade = 931.091
Subgrade = 930.341
Orig. Grnd. = 927.489
CL
1:3
1:2
-4.600% +4.600% 1:3
1:1.5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 536+50.00 R 1
Des. Grade = 931.345
Subgrade = 930.595
Orig. Grnd. = 927.202
CL
1:3
1:2
-4.600% +4.600% 1:3
1:1.5
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 09:15 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet277
Sta. 536+80.43 R 1
Des. Grade = 931.500
Subgrade = 930.750
Orig. Grnd. = 927.035
CL
1:3
1:2
-4.517% +4.519% 1:3
1:1.5
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. 537+00.00 R 1
Des. Grade = 931.599
Subgrade = 930.849
Orig. Grnd. = 927.040
CL
1:3
1:2
-4.600% +4.600% 1:3
1:1.5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 537+50.00 R 1
Des. Grade = 931.853
Subgrade = 931.103
Orig. Grnd. = 927.085
CL
1:3
1:2
-4.600% +4.600% 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. 538+00.00 R 1
Des. Grade = 932.107
Subgrade = 931.357
Orig. Grnd. = 927.607
CL
1:3
1:2
-4.600% +4.600% 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 09:16 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet278
Sta. 538+50.00 R 1
Des. Grade = 932.361
Subgrade = 931.611
Orig. Grnd. = 927.696
CL
1:3
1:2
-4.600% +4.600% 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. 539+00.00 R 1
Des. Grade = 932.615
Subgrade = 931.865
Orig. Grnd. = 927.752
CL
1:3
1:2
-3.988% +3.988% 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. 539+50.00 R 1
Des. Grade = 932.869
Subgrade = 932.119
Orig. Grnd. = 927.985
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. 540+00.00 R 1
Des. Grade = 933.130
Subgrade = 932.130
Orig. Grnd. = 928.682
CL
1:3
1:2
-2.430% +2.430% 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 09:17 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
960 960
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet279
Sta. 540+50.00 R 1
Des. Grade = 933.440
Subgrade = 932.440
Orig. Grnd. = 929.494
CL
1:3
1:2
-5.523% +5.523% 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. 540+56.95 R 1
Des. Grade = 933.488
Subgrade = 932.488
Orig. Grnd. = 929.564
CL
1:3
1:2
-5.953% +5.953%-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. 540+64.88 R 1
Des. Grade = 933.544
Subgrade = 932.544
Orig. Grnd. = 929.806
CL
1:3
1:2
-6.000% +6.000% -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 09:17 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet280
Sta. 541+00.00 R 1
Des. Grade = 933.800
Subgrade = 932.800
Orig. Grnd. = 930.808
CL
1:3
1:2
-6.000% +6.000% -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. 541+23.42 R 1
Des. Grade = 933.972
Subgrade = 932.972
Orig. Grnd. = 931.461
CL
1:3
1:2
-6.000% +6.000% -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. 541+31.35 R 1
Des. Grade = 934.030
Subgrade = 933.030
Orig. Grnd. = 931.784
CL
1:3
1:2
-6.000% +6.000%-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 09:18 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet281
Sta. 541+50.00 R 1
Des. Grade = 934.167
Subgrade = 933.167
Orig. Grnd. = 932.500
CL
1:3 1:3
1:1
-6.000% +6.000% 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. 542+00.00 R 1
Des. Grade = 934.533
Subgrade = 933.533
Orig. Grnd. = 934.011
CL
1:3 1:3
1:1.5
-6.000% +6.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 542+50.00 R 1
Des. Grade = 934.900
Subgrade = 933.900
Orig. Grnd. = 934.429
CL
1:3
1:3
1:1.5
-4.283% +4.283% 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 09:18 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
960 960
920 920
930 930
940 940
950 950
960 960
920 920
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet282
Sta. 542+55.53 R 1
Des. Grade = 934.941
Subgrade = 933.941
Orig. Grnd. = 934.415
CL
1:3
1:3
1:1.5
-3.941% +3.941% 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. 543+00.00 R 1
Des. Grade = 935.267
Subgrade = 934.267
Orig. Grnd. = 933.951
CL
1:3 1:2
-2.000% +1.190% 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. 543+50.00 R 1
Des. Grade = 935.679
Subgrade = 934.679
Orig. Grnd. = 933.991
CL
1:3 1:2
-2.000% -1.902% 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 09:19 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
960 960
920 920
930 930
940 940
950 950
960 960
920 920
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet283
Sta. 544+00.00 R 1
Des. Grade = 936.413
Subgrade = 935.413
Orig. Grnd. = 934.711
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. 544+50.00 R 1
Des. Grade = 937.513
Subgrade = 936.513
Orig. Grnd. = 936.171
CL
1:3 1:2
-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. 544+96.54 R 1
Des. Grade = 938.832
Subgrade = 937.832
Orig. Grnd. = 937.556
CL
1:3 1:3.
-1.352% -2.562% 1:3
1:2
36 inch 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
02-Oct-2013 09:19 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
960 960
920 920
930 930
940 940
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet284
Sta. 545+00.00 R 1
Des. Grade = 938.933
Subgrade = 937.933
Orig. Grnd. = 937.659
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. 545+50.00 R 1
Des. Grade = 940.400
Subgrade = 939.400
Orig. Grnd. = 938.984
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. 546+00.00 R 1
Des. Grade = 941.867
Subgrade = 940.867
Orig. Grnd. = 940.384
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 09:20 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
970 970
920 920
930 930
940 940
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet285
Sta. 546+50.00 R 1
Des. Grade = 943.333
Subgrade = 942.333
Orig. Grnd. = 941.788
CL
1:3 1:2
-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. 547+00.00 R 1
Des. Grade = 944.800
Subgrade = 943.800
Orig. Grnd. = 943.329
CL
1:3 1:3
1:1.5 -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. 547+50.00 R 1
Des. Grade = 945.939
Subgrade = 944.939
Orig. Grnd. = 944.757
CL
1:3 1:2
-2.000% -2.000% 1:3 1:3
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 09:21 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
930 930
940 940
950 950
960 960
970 970
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet286
Sta. 548+00.00 R 1
Des. Grade = 946.422
Subgrade = 945.422
Orig. Grnd. = 945.594
CL
1:3 1:3
1:1.5 -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. 548+50.00 R 1
Des. Grade = 946.250
Subgrade = 945.250
Orig. Grnd. = 945.295
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:31:3
Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 548+80.13 R 1
Des. Grade = 945.949
Subgrade = 944.949
Orig. Grnd. = 944.905
CL
1:3
1:2
-1.877% -2.099% 1:31:3
24 inch Pipe culvert
Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 549+00.00 R 1
Des. Grade = 945.750
Subgrade = 944.750
Orig. Grnd. = 944.606
CL
1:3 1:3
1:2 -2.000% -2.000% 1:31:3
Riprap Ditch
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 09:21 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
930 930
940 940
950 950
960 960
970 970
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet287
Sta. 549+50.00 R 1
Des. Grade = 945.250
Subgrade = 944.250
Orig. Grnd. = 943.854
CL
1:3 1:2
-0.106% -2.000% 1:3 1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 549+98.51 R 1
Des. Grade = 944.765
Subgrade = 943.765
Orig. Grnd. = 943.608
CL
1:3 1:2
+2.868% -2.827% 1:3 1:2 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. 550+00.00 R 1
Des. Grade = 944.750
Subgrade = 943.750
Orig. Grnd. = 943.602
CL
1:3 1:2
+2.979% -2.979% 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. 550+50.00 R 1
Des. Grade = 944.348
Subgrade = 943.348
Orig. Grnd. = 944.038
CL
1:3 1:3
+5.800% -5.800% 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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:22 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet288
Sta. 550+68.03 R 1
Des. Grade = 944.361
Subgrade = 943.361
Orig. Grnd. = 944.281
CL
1:3 1:3
+5.776% -5.765% 1:31:3.1
36 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 551+00.00 R 1
Des. Grade = 944.634
Subgrade = 943.634
Orig. Grnd. = 944.971
CL
1:3 1:2
+5.800% -5.800% 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. 551+50.00 R 1
Des. Grade = 945.705
Subgrade = 944.705
Orig. Grnd. = 945.294
CL
1:3 1:2
+3.725% -3.725% 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. 552+00.00 R 1
Des. Grade = 947.563
Subgrade = 946.563
Orig. Grnd. = 947.238
CL
1:3 1:2
+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
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 09:22 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
930 930
940 940
950 950
960 960
970 970
930 930
940 940
950 950
960 960
970 970
930 930
940 940
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet289
Sta. 552+50.00 R 1
Des. Grade = 950.205
Subgrade = 949.205
Orig. Grnd. = 948.680
CL
1:3
1:2
+2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
Sta. 552+83.42 R 1
Des. Grade = 952.410
Subgrade = 951.410
Orig. Grnd. = 949.712
CL
1:3
1:2 .1
+4.483% -4.442% 1:3 1:2.1
Inlet/outlet ditch
24 inch Pipe culvert
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 553+00.00 R 1
Des. Grade = 953.634
Subgrade = 952.634
Orig. Grnd. = 950.912
CL
1:3
1:2
+2.756% -2.756% 1:3 1:2
Riprap Ditch
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:23 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
940 940
950 950
960 960
970 970
940 940
950 950
960 960
970 970
980 980
940 940
950 950
960 960
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet290
Sta. 553+50.00 R 1
Des. Grade = 957.848
Subgrade = 956.848
Orig. Grnd. = 955.137
CL
1:3 1:3
1:1.5 +5.849% -5.849% 1:3
1:2
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 554+00.00 R 1
Des. Grade = 962.564
Subgrade = 961.564
Orig. Grnd. = 961.320
CL
1:3 1:3
1:1.5 +6.000% -6.000% 1:31:3
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 554+08.72 R 1
Des. Grade = 963.284
Subgrade = 962.284
Orig. Grnd. = 962.354
CL
-2.000% 1:3
1:3
1:1.5 +6.000% -6.000% 1:31:3
Riprap Ditch
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:24 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
940 940
950 950
960 960
970 970
980 980
990 990
940 940
950 950
960 960
970 970
980 980
990 990
940 940
950 950
960 960
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet291
Sta. 554+22.24 R 1
Des. Grade = 964.311
Subgrade = 963.311
Orig. Grnd. = 963.809
CL
-2.000% 1:3
1:3
1:1.5
+6.000% -6.000% 1:3 1:20
1:3
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 554+50.00 R 1
Des. Grade = 966.078
Subgrade = 965.078
Orig. Grnd. = 966.699
CL
-2.000% 1:3
1:3
1:1.5 +6.000% -6.000% 1:3
1:20 1:3
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 554+79.79 R 1
Des. Grade = 967.465
Subgrade = 966.465
Orig. Grnd. = 968.757
CL
-2.000% 1:3
1:3
1:1.5
+6.000% -6.000% 1:31:3
Riprap Ditch
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:24 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
940 940
950 950
960 960
970 970
980 980
990 990
1000 1000
940 940
950 950
960 960
970 970
980 980
990 990
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet292
Sta. 554+93.31 R 1
Des. Grade = 967.921
Subgrade = 966.921
Orig. Grnd. = 968.871
CL
-2.000% 1:3
1:3 1:2
+6.000% -6.000% 1:31:1.5
Riprap Ditch
E x is ti
W
E x is ti
W
Riprap Ditch
Sta. 555+00.00 R 1
Des. Grade = 968.106
Subgrade = 967.106
Orig. Grnd. = 968.912
CL
1:3 1:3
1:2 +5.794% -5.794% 1:3
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:25 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
940 940
950 950
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
950 950
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet293
Sta. 555+50.00 R 1
Des. Grade = 968.648
Subgrade = 967.648
Orig. Grnd. = 968.064
CL
1:3
1:2
+2.704% -2.704% 1:3
1:1.5
E x is ti
W
E x is ti
W
24 inch Pipe culvert
Sta. 555+82.52 R 1
Des. Grade = 968.219
Subgrade = 967.219
Orig. Grnd. = 967.267
CL
1:3
1:2
+0.694% -0.694% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:25 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
950 950
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
1050 1050
950 950
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
1050 1050
1060 1060
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet294
Sta. 556+00.00 R 1
Des. Grade = 967.889
Subgrade = 966.889
Orig. Grnd. = 966.589
CL
1:3
1:31:1
-0.387% +0.387% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 556+50.00 R 1
Des. Grade = 967.297
Subgrade = 966.297
Orig. Grnd. = 963.311
CL
1:3
1:3
:1
-3.477% +3.477% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:26 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
1050 1050
1060 1060
1070 1070
950 950
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet295
Sta. 557+00.00 R 1
Des. Grade = 967.410
Subgrade = 966.410
Orig. Grnd. = 960.902
CL
1:3
1:3
1:1.5 -2.882% +2.882% 1:3
1:2
E x is ti
W
E x is ti
W
36 inch Pipe culvert inlet/outlet ditch
Sta. 557+20.88 R 1
Des. Grade = 967.665
Subgrade = 966.665
Orig. Grnd. = 961.280
CL
1:3
1:2 .5
+0.178% +0.676% 1:3
1:2.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:26 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
1050 1050
1060 1060
1070 1070
1080 1080
1090 1090
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet296
Sta. 557+50.00 R 1
Des. Grade = 968.227
Subgrade = 967.227
Orig. Grnd. = 962.668
CL
1:3
1:2
+0.619% -0.619% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:27 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
1000 1000
1010 1010
1020 1020
1030 1030
1040 1040
1050 1050
1060 1060
960 960
970 970
980 980
990 990
960 960
970 970
980 980
990 990
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet297
Sta. 558+00.00 R 1
Des. Grade = 969.750
Subgrade = 968.750
Orig. Grnd. = 966.341
CL
1:3
1:2
+4.000% -4.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 558+50.00 R 1
Des. Grade = 971.099
Subgrade = 970.099
Orig. Grnd. = 967.296
CL
1:3
1:2
+4.000% -4.000% 1:3 1:31:2<
E x is ti
W
E x is ti
W
Sta. 559+00.00 R 1
Des. Grade = 971.396
Subgrade = 970.396
Orig. Grnd. = 969.806
CL
1:3 1:2
+4.000% -4.000% 1:3 1:3
1:2<
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:28 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
960 960
970 970
980 980
990 990
960 960
970 970
980 980
990 990
960 960
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet298
Sta. 559+50.00 R 1
Des. Grade = 970.641
Subgrade = 969.641
Orig. Grnd. = 968.981
CL
1:3
1:2
+4.000% -4.000% 1:3 1:2<
E x is ti
W
E x is ti
W
Sta. 559+65.95 R 1
Des. Grade = 970.178
Subgrade = 969.178
Orig. Grnd. = 968.264
CL
1:3
1:2
+3.250% -3.250% 1:3 1:2<
E x is ti
W
E x is ti
W
Sta. 560+00.00 R 1
Des. Grade = 968.833
Subgrade = 967.833
Orig. Grnd. = 968.036
CL
1:3 1:31:2
+1.284% -1.284% 1:3 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 560+15.95 R 1
Des. Grade = 968.089
Subgrade = 967.089
Orig. Grnd. = 967.532
CL
1:31:3 +0.363% -0.363% 1:3
1:2<
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:28 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
960 960
970 970
980 980
950 950
960 960
970 970
980 980
930 930
940 940
950 950
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet299
Sta. 560+50.00 R 1
Des. Grade = 966.500
Subgrade = 965.500
Orig. Grnd. = 965.651
CL
1:3
1:2
-1.603% +1.603% 1:31:3
E x is ti
W
E x is ti
W
Sta. 561+00.00 R 1
Des. Grade = 964.167
Subgrade = 963.167
Orig. Grnd. = 962.868
CL
1:3
1:2
-4.489% +4.489% 1:31:2<
E x is ti
W
E x is ti
W
Sta. 561+50.00 R 1
Des. Grade = 962.021
Subgrade = 961.021
Orig. Grnd. = 960.146
CL
1:3
1:2
-6.000% +6.000% 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 09:29 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
930 930
940 940
950 950
960 960
970 970
980 980
990 990
930 930
940 940
950 950
960 960
970 970
980 980
990 990
930 930
940 940
950 950
960 960
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet300
Sta. 561+91.77 R 1
Des. Grade = 960.518
Subgrade = 959.518
Orig. Grnd. = 957.650
CL
1:3
1:2
-6.000% +6.000% 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. 562+00.00 R 1
Des. Grade = 960.252
Subgrade = 959.252
Orig. Grnd. = 957.420
CL
1:3
1:2
-6.000% +6.000% 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. 562+50.00 R 1
Des. Grade = 958.860
Subgrade = 957.860
Orig. Grnd. = 956.774
CL
1:3 1:3
1:2 -5.200% +5.200% 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
File details come from the government source that posted it. Updated .