WA_PFH_29-1(1)_Prelim_XS_Sheets_301-333.pdf
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Prelim XS - 10 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 10:44 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
930 930
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
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet301
Sta. 563+00.00 R 1
Des. Grade = 957.843
Subgrade = 956.843
Orig. Grnd. = 956.286
CL
1:3 1:3
1:1.5
-2.107% +2.107% 1:3 1:3
E x is ti n g
R
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 563+50.00 R 1
Des. Grade = 957.202
Subgrade = 956.202
Orig. Grnd. = 955.776
CL
1:3 1:3
1:1.5
-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. 564+00.00 R 1
Des. Grade = 956.938
Subgrade = 955.938
Orig. Grnd. = 955.215
CL
1:3
1:3
1:1.5
-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
ONSTRUCTIO
N
02-Oct-2013 10:45 AM ...\wf02901xa01_layout5.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
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 Sheet302
Sta. 564+13.90 R 1
Des. Grade = 956.931
Subgrade = 955.931
Orig. Grnd. = 955.304
CL
1:3
1:3
1:1.5
-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. 564+50.00 R 1
Des. Grade = 957.050
Subgrade = 956.050
Orig. Grnd. = 955.163
CL
1:3
1:3
1:1.5
-2.829% +2.829% 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. 565+00.00 R 1
Des. Grade = 957.538
Subgrade = 956.538
Orig. Grnd. = 955.927
CL
1:3
1:3
1:1.5
-4.600% +4.600% 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
PRELIM
IN
ARY
NOT FOR C
950 950
960 960
970 970
980 980
950 950
960 960
970 970
950 950
960 960
970 970
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet303
Sta. 565+50.00 R 1
Des. Grade = 958.402
Subgrade = 957.652
Orig. Grnd. = 956.879
CL
1:3 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. 566+00.00 R 1
Des. Grade = 959.643
Subgrade = 958.893
Orig. Grnd. = 957.929
CL
1:3 1:2
-2.926% +2.926% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 566+50.00 R 1
Des. Grade = 961.006
Subgrade = 960.256
Orig. Grnd. = 959.417
CL
1:3 1:2
+0.174% -0.174% 1:31:2
Sta. 566+79.45 R 1
Des. Grade = 961.602
Subgrade = 960.852
Orig. Grnd. = 958.811
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
950 950
960 960
970 970
950 950
960 960
970 970
950 950
960 960
970 970
950 950
960 960
970 970
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet304
Sta. 567+00.00 R 1
Des. Grade = 961.911
Subgrade = 961.161
Orig. Grnd. = 959.508
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
Sta. 567+06.45 R 1
Des. Grade = 961.989
Subgrade = 961.239
Orig. Grnd. = 959.612
CL
1:3
1:2
+1.978% -1.979% 1:3 1:2
Low Water Crossing 6 ft span x 5 ft rise
Precast reinforced concrete box culvert, grated top, Sta. 567+33.45 R 1
Des. Grade = 962.224
Subgrade = 961.474
Orig. Grnd. = 959.569
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
Sta. 567+50.00 R 1
Des. Grade = 962.292
Subgrade = 961.542
Orig. Grnd. = 959.494
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
Sta. 567+86.36 R 1
Des. Grade = 962.253
Subgrade = 961.503
Orig. Grnd. = 959.216
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
PRELIM
IN
ARY
NOT FOR C
950 950
960 960
970 970
940 940
950 950
960 960
970 970
950 950
960 960
970 970
950 950
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet305
Sta. 568+00.00 R 1
Des. Grade = 962.214
Subgrade = 961.464
Orig. Grnd. = 959.134
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
Sta. 568+13.36 R 1
Des. Grade = 962.191
Subgrade = 961.441
Orig. Grnd. = 959.032
CL
1:3
1:2
+2.000% -1.999% 1:3 1:2
Low Water Crossing 4 ft span x 7 ft 6 inch rise
Precast reinforced concrete box culvert, grated top, E x is ti
W
E x is ti
W
Sta. 568+40.36 R 1
Des. Grade = 962.233
Subgrade = 961.483
Orig. Grnd. = 959.029
CL
1:3
1:2
+2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 568+50.00 R 1
Des. Grade = 962.277
Subgrade = 961.527
Orig. Grnd. = 959.046
CL
1:3
1:2
+1.402% -1.402% 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 10:46 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
950 950
960 960
970 970
980 980
950 950
960 960
970 970
980 980
950 950
960 960
970 970
980 980
950 950
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet306
Sta. 569+00.00 R 1
Des. Grade = 962.751
Subgrade = 962.001
Orig. Grnd. = 959.619
CL
1:3
1:2
-1.698% +1.698% 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. 569+50.00 R 1
Des. Grade = 963.636
Subgrade = 962.886
Orig. Grnd. = 960.647
CL
1:3
1:2
-4.200% +4.200% 1:3
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 570+00.00 R 1
Des. Grade = 964.727
Subgrade = 963.977
Orig. Grnd. = 962.184
CL
1:3
1:2
-2.889% +2.889% 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. 570+50.00 R 1
Des. Grade = 965.818
Subgrade = 965.068
Orig. Grnd. = 962.927
CL
1:3
1:2
-2.000% -0.200% 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
950 950
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet307
Sta. 570+62.86 R 1
Des. Grade = 966.085
Subgrade = 965.335
Orig. Grnd. = 963.068
CL
1:3
1:2
-2.072% -0.941% 1:3
1:2
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. 571+00.00 R 1
Des. Grade = 966.703
Subgrade = 965.953
Orig. Grnd. = 963.307
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. 571+50.00 R 1
Des. Grade = 967.177
Subgrade = 966.427
Orig. Grnd. = 963.634
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. 572+00.00 R 1
Des. Grade = 967.239
Subgrade = 966.489
Orig. Grnd. = 963.958
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
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
950 950
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet308
Sta. 572+50.00 R 1
Des. Grade = 966.889
Subgrade = 966.139
Orig. Grnd. = 963.882
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. 573+00.00 R 1
Des. Grade = 966.333
Subgrade = 965.583
Orig. Grnd. = 963.265
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. 573+50.00 R 1
Des. Grade = 965.778
Subgrade = 965.028
Orig. Grnd. = 962.371
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. 574+00.00 R 1
Des. Grade = 965.222
Subgrade = 964.472
Orig. Grnd. = 961.417
CL
1:3
1:2
-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 10:47 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
950 950
960 960
970 970
950 950
960 960
970 970
980 980
950 950
960 960
970 970
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet309
Sta. 574+50.00 R 1
Des. Grade = 964.667
Subgrade = 963.917
Orig. Grnd. = 960.966
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 575+00.00 R 1
Des. Grade = 964.111
Subgrade = 963.361
Orig. Grnd. = 961.041
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 575+19.02 R 1
Des. Grade = 963.920
Subgrade = 963.170
Orig. Grnd. = 961.051
CL
1:3
1:2 .2
-1.440% -2.181% 1:3
1:2.2
48 inch Pipe culvert
E x is ti
W
E x is ti
W
Sta. 575+50.00 R 1
Des. Grade = 963.698
Subgrade = 962.948
Orig. Grnd. = 960.936
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
950 950
960 960
970 970
950 950
960 960
970 970
980 980
950 950
960 960
970 970
950 950
960 960
970 970
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet310
Sta. 576+00.00 R 1
Des. Grade = 963.568
Subgrade = 962.818
Orig. Grnd. = 960.782
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 576+50.00 R 1
Des. Grade = 963.723
Subgrade = 962.973
Orig. Grnd. = 960.730
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 576+94.61 R 1
Des. Grade = 964.100
Subgrade = 963.350
Orig. Grnd. = 960.877
CL
1:3
1:2 .5
-0.924% -2.238% 1:3
1:2.5
24 inch Pipe culvert
E x is ti
W
E x is ti
W Sta. 577+00.00 R 1
Des. Grade = 964.161
Subgrade = 963.411
Orig. Grnd. = 960.895
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
950 950
960 960
970 970
980 980
950 950
960 960
970 970
980 980
950 950
960 960
970 970
980 980
950 950
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet311
Sta. 577+50.00 R 1
Des. Grade = 964.742
Subgrade = 963.992
Orig. Grnd. = 961.494
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2<
E x is ti
W
E x is ti
W
Sta. 578+00.00 R 1
Des. Grade = 965.323
Subgrade = 964.573
Orig. Grnd. = 962.185
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2<
E x is ti
W
E x is ti
W
Sta. 578+50.00 R 1
Des. Grade = 965.903
Subgrade = 965.153
Orig. Grnd. = 962.802
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 578+65.15 R 1
Des. Grade = 966.079
Subgrade = 965.329
Orig. Grnd. = 962.983
CL
1:3
1:2 .7
-0.695% -2.260% 1:3
1:2.7
24 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet312
Sta. 579+00.00 R 1
Des. Grade = 966.484
Subgrade = 965.734
Orig. Grnd. = 963.241
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 579+50.00 R 1
Des. Grade = 967.065
Subgrade = 966.315
Orig. Grnd. = 963.620
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 580+00.00 R 1
Des. Grade = 967.645
Subgrade = 966.895
Orig. Grnd. = 964.134
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 580+50.00 R 1
Des. Grade = 968.226
Subgrade = 967.476
Orig. Grnd. = 964.717
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 581+00.00 R 1
Des. Grade = 968.806
Subgrade = 968.056
Orig. Grnd. = 965.546
CL
1:3
1:2
-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 10:48 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet313
Sta. 581+50.00 R 1
Des. Grade = 969.387
Subgrade = 968.637
Orig. Grnd. = 966.355
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 582+00.00 R 1
Des. Grade = 969.968
Subgrade = 969.218
Orig. Grnd. = 967.163
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 582+50.00 R 1
Des. Grade = 970.548
Subgrade = 969.798
Orig. Grnd. = 967.789
CL
1:3
1:2
-1.407% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 583+00.00 R 1
Des. Grade = 971.129
Subgrade = 970.379
Orig. Grnd. = 968.229
CL
1:3
1:2
+1.686% -2.000% 1:3
1:2
24 inch Pipe culvert
E x is ti
W
E x is ti
W
Sta. 583+50.00 R 1
Des. Grade = 971.731
Subgrade = 970.981
Orig. Grnd. = 968.908
CL
1:3
1:2
+4.779% -4.779% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
960 960
970 970
980 980
990 990
960 960
970 970
980 980
990 990
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet314
Sta. 584+00.00 R 1
Des. Grade = 972.480
Subgrade = 971.730
Orig. Grnd. = 969.614
CL
1:3
1:2
+6.000% -6.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 584+50.00 R 1
Des. Grade = 973.378
Subgrade = 972.628
Orig. Grnd. = 970.368
CL
1:3
1:2
+6.000% -6.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 585+00.00 R 1
Des. Grade = 974.296
Subgrade = 973.546
Orig. Grnd. = 971.161
CL
1:3
1:2
+6.000% -6.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 585+50.00 R 1
Des. Grade = 975.214
Subgrade = 974.464
Orig. Grnd. = 972.524
CL
1:3
1:2
+4.821% -4.821% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
970 970
980 980
990 990
970 970
980 980
990 990
970 970
980 980
990 990
970 970
980 980
990 990
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet315
Sta. 586+00.00 R 1
Des. Grade = 976.133
Subgrade = 975.383
Orig. Grnd. = 973.986
CL
1:3
1:2
+1.800% -1.800% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 586+26.17 R 1
Des. Grade = 976.614
Subgrade = 975.864
Orig. Grnd. = 974.757
CL
1:3 1:2
+0.219% -0.219% 1:3 1:2<
E x is ti
W
E x is ti
W
Sta. 586+50.00 R 1
Des. Grade = 977.051
Subgrade = 976.301
Orig. Grnd. = 975.338
CL
1:3 1:3
1:1.5 -1.221% +1.221% +1.221%1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 587+00.00 R 1
Des. Grade = 977.970
Subgrade = 977.220
Orig. Grnd. = 976.443
CL
1:3 1:2
-4.241% +4.241% +4.241%1:3 1:20.3
1:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
970 970
980 980
990 990
1000 1000
970 970
980 980
990 990
970 970
980 980
990 990
1000 1000
970 970
980 980
990 990
1000 1000
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet316
Sta. 587+18.03 R 1
Des. Grade = 978.266
Subgrade = 977.516
Orig. Grnd. = 976.733
CL
-5.331% 1:3
1:3
1:1.5
-5.331% +5.331%
+5.331%1:3 1:20.2
1:3
E x is ti
W
E x is ti
W
Sta. 587+38.03 R 1
Des. Grade = 978.515
Subgrade = 977.765
Orig. Grnd. = 976.991
CL
-6.000% 1:3
1:3
1:2 -6.000% +6.000% +6.000%1:1.5
1:20.1 1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 587+50.00 R 1
Des. Grade = 978.623
Subgrade = 977.873
Orig. Grnd. = 977.111
CL
-6.000% 1:3
1:3
1:2 -6.000% +6.000% +6.000%1:1.51:3
1:1 .5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 587+53.95 R 1
Des. Grade = 978.652
Subgrade = 977.902
Orig. Grnd. = 977.142
CL
-6.000% 1:3
1:3
1:2 -6.000% +6.000% +6.000%1:1.51:3
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 10:49 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
970 970
980 980
990 990
1000 1000
970 970
980 980
990 990
1000 1000
970 970
980 980
990 990
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet317
Sta. 587+61.54 R 1
Des. Grade = 978.698
Subgrade = 977.948
Orig. Grnd. = 977.182
CL
-6.000% 1:3
1:3
1:2 -6.000% +6.000%
1:1.51:3
1:1 .5<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 587+65.64 R 1
Des. Grade = 978.718
Subgrade = 977.968
Orig. Grnd. = 977.181
CL
-6.000% 1:1 .5
1:3
1:1.5 -6.000% +6.000%
1:1.51:3
1:1 .5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 587+91.73 R 1
Des. Grade = 978.761
Subgrade = 978.011
Orig. Grnd. = 977.111
CL
1:1 .5
1:3
1:1.5 -6.000% +6.000% 1:1.5
1:1.5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 588+00.00 R 1
Des. Grade = 978.744
Subgrade = 977.994
Orig. Grnd. = 977.057
CL
1:1 .5
1:3 1:1.5
-6.000% +6.000% 1:1.5
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
960 960
970 970
980 980
990 990
960 960
970 970
980 980
990 990
1000 1000
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 Sheet318
Sta. 588+04.77 R 1
Des. Grade = 978.728
Subgrade = 977.978
Orig. Grnd. = 977.020
CL
1:1 .5
1:3 1:1.5
-5.860% +5.864% 1:1.5
1:1.5
E x is ti
W
E x is ti
W
Bridge End
E x is ti
W
E x is ti
W
Sta. 589+00.52 R 1
Des. Grade = 978.252
Subgrade = 977.502
Orig. Grnd. = 976.705
CL
1:1 .5
1:3
1:1.5
-6.003% +6.003% 1:1.51:1.5
E x is ti
W
Bridge End
E x is ti
W
Sta. 589+08.13 R 1
Des. Grade = 978.214
Subgrade = 977.464
Orig. Grnd. = 976.757
CL
1:1 .5
1:3
1:1.5
-6.000% +6.000% 1:1.51:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
990 990
1000 1000
960 960
970 970
980 980
990 990
1000 1000
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 Sheet319
Sta. 589+31.85 R 1
Des. Grade = 978.083
Subgrade = 977.333
Orig. Grnd. = 976.866
CL
1:1 .5
1:3
1:1.5
-6.000% +6.000% +6.000%1:1.5 1:1.5
E x is ti
W
E x is ti
W
Sta. 589+43.54 R 1
Des. Grade = 978.001
Subgrade = 977.251
Orig. Grnd. = 976.858
CL
1:1 .5
1:3
1:1.5
-6.000% +6.000% +6.000%1:3 1:1.5
E x is ti
W
E x is ti
W
Sta. 589+50.00 R 1
Des. Grade = 977.950
Subgrade = 977.200
Orig. Grnd. = 976.811
CL
1:1 .5
1:3
1:1.5
-6.000% +6.000% +6.000%1:3 1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
990 990
1000 1000
1010 1010
960 960
970 970
980 980
990 990
1000 1000
1010 1010
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 Sheet320
Sta. 589+52.65 R 1
Des. Grade = 977.928
Subgrade = 977.178
Orig. Grnd. = 976.789
CL
1:1 .5
1:3
1:1.5
-6.000% +6.000% +6.000%1:3 1:1.5
E x is ti
W
E x is ti
W
Sta. 589+78.58 R 1
Des. Grade = 977.689
Subgrade = 976.939
Orig. Grnd. = 976.489
CL
-4.487% 1:1 .5
1:3
1:1.5
-4.487% +4.487% +4.487%1:3 1:1.1
E x is ti
W
E x is ti
W
Sta. 589+90.27 R 1
Des. Grade = 977.578
Subgrade = 976.828
Orig. Grnd. = 976.340
CL
-3.710% 1:3
1:3
1:1.5
-3.710% +3.710% +3.710%1:3 1:1.2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 10:50 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
1000 1000
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 Sheet321
Sta. 590+00.00 R 1
Des. Grade = 977.485
Subgrade = 976.735
Orig. Grnd. = 976.224
CL
-3.063% 1:3
1:3
1:1.5
-3.063% +3.063%+3.063%1:3 1:1.5
E x is ti
W
E x is ti
W
Sta. 590+18.54 R 1
Des. Grade = 977.309
Subgrade = 976.559
Orig. Grnd. = 975.900
CL
-1.830% 1:3
1:31:3
1:1.5
-1.830% +1.830% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 590+43.79 R 1
Des. Grade = 977.069
Subgrade = 976.319
Orig. Grnd. = 975.495
CL
1:3 1:31:3
1:1.5 -0.151% +0.151% 1:3 1:1.4
E x is ti
W
E x is ti
W
Sta. 590+50.00 R 1
Des. Grade = 977.010
Subgrade = 976.260
Orig. Grnd. = 975.444
CL
1:3 1:31:3
1:1.5 +0.262% -0.262% 1:3
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
990 990
1000 1000
960 960
970 970
980 980
990 990
1000 1000
1010 1010
960 960
970 970
980 980
990 990
1000 1000
1010 1010
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet322
Sta. 591+00.00 R 1
Des. Grade = 976.536
Subgrade = 975.786
Orig. Grnd. = 975.076
CL
1:3 1:31:3
1:1.5 +3.586% -3.586% 1:31:1.5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 591+50.00 R 1
Des. Grade = 976.061
Subgrade = 975.311
Orig. Grnd. = 974.215
CL
1:3 1:31:3
1:1.5
+6.000% -6.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 592+00.00 R 1
Des. Grade = 975.586
Subgrade = 974.836
Orig. Grnd. = 973.960
CL
1:3 1:31:3
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
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
990 990
1000 1000
960 960
970 970
980 980
990 990
1000 1000
1010 1010
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 Sheet323
Sta. 592+50.00 R 1
Des. Grade = 975.111
Subgrade = 974.361
Orig. Grnd. = 974.023
CL
1:3
1:3
1:1.5
+2.976% -2.976% 1:3 1:2
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 592+67.74 R 1
Des. Grade = 974.943
Subgrade = 974.193
Orig. Grnd. = 973.974
CL
1:3
1:3
1:1.5
+2.000% -2.000% 1:3 1:2
24 inch Pipe culvert
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 593+00.00 R 1
Des. Grade = 974.637
Subgrade = 973.887
Orig. Grnd. = 973.867
CL
1:3 1:3
1:1.5 +2.761% -2.761% 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 10:51 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
1000 1000
1010 1010
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 Sheet324
Sta. 593+50.00 R 1
Des. Grade = 974.162
Subgrade = 973.412
Orig. Grnd. = 973.038
CL
1:3
1:2
+5.854% -5.854% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 594+00.00 R 1
Des. Grade = 973.687
Subgrade = 972.937
Orig. Grnd. = 972.174
CL
1:3
1:2
+6.000% -6.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 594+50.00 R 1
Des. Grade = 973.212
Subgrade = 972.462
Orig. Grnd. = 971.667
CL
1:3
1:2
+6.000% -6.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 594+90.75 R 1
Des. Grade = 972.843
Subgrade = 972.093
Orig. Grnd. = 970.932
CL
1:3
1:2
+6.003% -6.003% 1:3 1:1.5
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
960 960
970 970
980 980
990 990
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet325
Sta. 595+00.00 R 1
Des. Grade = 972.783
Subgrade = 972.033
Orig. Grnd. = 970.910
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. 595+50.00 R 1
Des. Grade = 972.670
Subgrade = 971.920
Orig. Grnd. = 970.095
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. 596+00.00 R 1
Des. Grade = 972.875
Subgrade = 972.125
Orig. Grnd. = 969.635
CL
1:3
1:2
+4.048% -4.048% 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. 596+50.00 R 1
Des. Grade = 973.125
Subgrade = 972.375
Orig. Grnd. = 969.303
CL
1:3
1:21:2 1:2
+1.506% -1.506% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
960 960
970 970
980 980
990 990
960 960
970 970
980 980
960 960
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet326
Sta. 597+00.00 R 1
Des. Grade = 973.375
Subgrade = 972.625
Orig. Grnd. = 969.011
CL
1:3
1:21:2 1:2
-1.036% +1.036% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 597+50.00 R 1
Des. Grade = 973.625
Subgrade = 972.875
Orig. Grnd. = 968.938
CL
1:3
1:21:2
1:2
-3.200% +3.200% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 598+00.00 R 1
Des. Grade = 973.839
Subgrade = 973.089
Orig. Grnd. = 968.646
CL
1:3
1:21:2
1:2
-3.200% +3.200% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 598+50.00 R 1
Des. Grade = 973.797
Subgrade = 973.047
Orig. Grnd. = 968.209
CL
1:3
1:21:2 1:1.5
-3.200% +3.200% 1:3
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet327
Sta. 598+82.43 R 1
Des. Grade = 973.617
Subgrade = 972.867
Orig. Grnd. = 968.033
CL
1:3
1:2 .2
-3.175% +3.175% 1:3
1:1.7
48 inch Pipe culvert
E x is ti
W
E x is ti
W
Sta. 599+00.00 R 1
Des. Grade = 973.500
Subgrade = 972.750
Orig. Grnd. = 967.906
CL
1:3
1:2
-3.200% +3.200% 1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 599+50.00 R 1
Des. Grade = 973.167
Subgrade = 972.417
Orig. Grnd. = 967.681
CL
1:3
1:2
-3.200% +3.200% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 599+89.97 R 1
Des. Grade = 972.900
Subgrade = 972.150
Orig. Grnd. = 967.451
CL
1:3
1:2
-3.200% +3.200%-2.000%1:3
1:2
E x is ti
W
E x is ti
W
Sta. 600+00.00 R 1
Des. Grade = 972.833
Subgrade = 972.083
Orig. Grnd. = 967.340
CL
1:3
1:2
-3.200% +3.200% -2.000% 1:3
1:1.7
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 10:52 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet328
Sta. 600+03.77 R 1
Des. Grade = 972.808
Subgrade = 972.058
Orig. Grnd. = 967.293
CL
1:3
1:2
-3.200% +3.200% -2.000% 1:3
1:1.4
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 600+33.58 R 1
Des. Grade = 972.609
Subgrade = 971.859
Orig. Grnd. = 966.810
CL
1:3
1:2
-2.721% +2.721% -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. 600+47.44 R 1
Des. Grade = 972.517
Subgrade = 971.767
Orig. Grnd. = 966.675
CL
1:3
1:2
-2.000% +1.868%-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. 600+50.00 R 1
Des. Grade = 972.500
Subgrade = 971.750
Orig. Grnd. = 966.650
CL
1:3
1:2
-2.000% +1.711%-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. 601+00.00 R 1
Des. Grade = 972.214
Subgrade = 971.464
Orig. Grnd. = 966.750
CL
1:3
1:2
-2.000% -1.366% 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
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet329
Sta. 601+50.00 R 1
Des. Grade = 972.261
Subgrade = 971.511
Orig. Grnd. = 966.849
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. 602+00.00 R 1
Des. Grade = 972.640
Subgrade = 971.890
Orig. Grnd. = 967.417
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. 602+50.00 R 1
Des. Grade = 973.066
Subgrade = 972.316
Orig. Grnd. = 968.016
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
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. 603+00.00 R 1
Des. Grade = 973.493
Subgrade = 972.743
Orig. Grnd. = 968.595
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. 603+50.00 R 1
Des. Grade = 973.919
Subgrade = 973.169
Orig. Grnd. = 969.127
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
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet330
Sta. 604+00.00 R 1
Des. Grade = 974.346
Subgrade = 973.596
Orig. Grnd. = 969.427
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. 604+50.00 R 1
Des. Grade = 974.772
Subgrade = 974.022
Orig. Grnd. = 969.797
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. 605+00.00 R 1
Des. Grade = 975.199
Subgrade = 974.449
Orig. Grnd. = 970.180
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. 605+50.00 R 1
Des. Grade = 975.625
Subgrade = 974.875
Orig. Grnd. = 970.402
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. 606+00.00 R 1
Des. Grade = 976.051
Subgrade = 975.301
Orig. Grnd. = 970.552
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 10:53 AM ...\wf02901xa01_layout5.dgn [US_Sur2D]
960 960
970 970
980 980
990 990
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 Sheet331
Sta. 606+50.00 R 1
Des. Grade = 976.478
Subgrade = 975.728
Orig. Grnd. = 970.957
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. 607+00.00 R 1
Des. Grade = 976.904
Subgrade = 976.154
Orig. Grnd. = 971.555
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. 607+50.00 R 1
Des. Grade = 977.331
Subgrade = 976.581
Orig. Grnd. = 972.003
CL
1:3
1:2
-2.000% +0.408% 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. 608+00.00 R 1
Des. Grade = 977.757
Subgrade = 977.007
Orig. Grnd. = 972.553
CL
1:3
1:2
-3.512% +3.512% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
970 970
980 980
990 990
970 970
980 980
990 990
970 970
980 980
990 990
970 970
980 980
990 990
970 970
980 980
990 990
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet332
Sta. 608+50.00 R 1
Des. Grade = 978.184
Subgrade = 977.434
Orig. Grnd. = 973.073
CL
1:3
1:2
-5.400% +5.400% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 609+00.00 R 1
Des. Grade = 978.640
Subgrade = 977.890
Orig. Grnd. = 973.699
CL
1:3
1:2
-5.400% +5.400% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 609+50.00 R 1
Des. Grade = 979.307
Subgrade = 978.557
Orig. Grnd. = 974.544
CL
1:3
1:2
-5.400% +5.400% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 610+00.00 R 1
Des. Grade = 980.215
Subgrade = 979.465
Orig. Grnd. = 975.819
CL
1:3
1:2
-5.400% +5.400% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 610+50.00 R 1
Des. Grade = 981.363
Subgrade = 980.613
Orig. Grnd. = 977.536
CL
1:3
1:2
-5.400% +5.400% 1:3
1:2
Riprap Ditch
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
970 970
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 Sheet333
Sta. 611+00.00 R 1
Des. Grade = 982.722
Subgrade = 981.972
Orig. Grnd. = 980.290
CL
1:3 1:3
1:1.5
-5.400% +5.400% 1:3 1:2
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 611+50.00 R 1
Des. Grade = 984.111
Subgrade = 983.361
Orig. Grnd. = 982.796
CL
1:3 1:3
1:2
-5.400% +5.400% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 612+00.00 R 1
Des. Grade = 985.380
Subgrade = 984.630
Orig. Grnd. = 983.824
CL
1:3 1:2
-3.195% +3.195% 1:31:3
1:1 .5
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 612+50.00 R 1
Des. Grade = 986.409
Subgrade = 985.659
Orig. Grnd. = 984.723
CL
1:3
1:2
-2.000% +0.091% 1:31:3 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
File details come from the government source that posted it. Updated .