WA_PFH_29-1(1)_Prelim_XS_Sheets_234-266.pdf
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Prelim XS - 8 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 08:50 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet234
Sta. 460+50.00 R 1
Des. Grade = 911.227
Subgrade = 910.477
Orig. Grnd. = 908.892
CL
1:3
1:2
-4.600% +4.600% 1:3 1:31:3
1:1 .5
E x is ti n g
R
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 461+00.00 R 1
Des. Grade = 910.485
Subgrade = 909.735
Orig. Grnd. = 908.245
CL
1:3
1:2
-4.600% +4.600% 1:3 1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 461+50.00 R 1
Des. Grade = 909.742
Subgrade = 908.992
Orig. Grnd. = 907.633
CL
1:3 1:2
-4.600% +4.600% 1:3 1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 462+00.00 R 1
Des. Grade = 908.985
Subgrade = 908.235
Orig. Grnd. = 907.069
CL
1:3 1:31:2
-4.600% +4.600% 1:3 1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 462+50.00 R 1
Des. Grade = 908.196
Subgrade = 907.446
Orig. Grnd. = 906.068
CL
1:3 1:2
-4.600% +4.600% 1:3
1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
PRELIM
IN
ARY
NOT FOR C
ONSTRUCTIO
N
02-Oct-2013 08:51 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet235
Sta. 463+00.00 R 1
Des. Grade = 907.393
Subgrade = 906.643
Orig. Grnd. = 904.906
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
C o n s tr . E a s e m e n t
Sta. 463+50.00 R 1
Des. Grade = 906.589
Subgrade = 905.839
Orig. Grnd. = 903.738
CL
1:3
1:2
-2.896% +2.896% 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. 464+00.00 R 1
Des. Grade = 905.786
Subgrade = 905.036
Orig. Grnd. = 902.577
CL
1:3
1:2
-2.000% -0.212% 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. 464+50.00 R 1
Des. Grade = 904.982
Subgrade = 904.232
Orig. Grnd. = 901.581
CL
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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:52 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
880 880
890 890
900 900
910 910
880 880
890 890
900 900
910 910
880 880
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet236
Sta. 465+00.00 R 1
Des. Grade = 904.179
Subgrade = 903.429
Orig. Grnd. = 900.694
CL
1:3
1:1 .5
-2.000% -2.000% 1:3
1:1.5
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. 465+50.00 R 1
Des. Grade = 903.376
Subgrade = 902.626
Orig. Grnd. = 899.798
CL
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. 466+00.00 R 1
Des. Grade = 902.682
Subgrade = 901.932
Orig. Grnd. = 898.984
CL
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. 466+50.00 R 1
Des. Grade = 902.169
Subgrade = 901.419
Orig. Grnd. = 898.740
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:52 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet237
Sta. 467+00.00 R 1
Des. Grade = 901.839
Subgrade = 901.089
Orig. Grnd. = 898.796
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. 467+50.00 R 1
Des. Grade = 901.581
Subgrade = 900.831
Orig. Grnd. = 898.677
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. 468+00.00 R 1
Des. Grade = 901.324
Subgrade = 900.574
Orig. Grnd. = 898.464
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. 468+50.00 R 1
Des. Grade = 901.067
Subgrade = 900.317
Orig. Grnd. = 898.388
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. 469+00.00 R 1
Des. Grade = 900.810
Subgrade = 900.060
Orig. Grnd. = 898.473
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:53 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet238
Sta. 469+50.00 R 1
Des. Grade = 900.553
Subgrade = 899.803
Orig. Grnd. = 898.446
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. 469+67.70 R 1
Des. Grade = 900.462
Subgrade = 899.712
Orig. Grnd. = 898.434
CL
1:3
1:2
-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. 470+00.00 R 1
Des. Grade = 900.296
Subgrade = 899.546
Orig. Grnd. = 898.111
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. 470+19.70 R 1
Des. Grade = 900.194
Subgrade = 899.444
Orig. Grnd. = 897.900
CL
1:3
1:2
-2.000% -2.000% -2.000%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. 470+30.20 R 1
Des. Grade = 900.140
Subgrade = 899.390
Orig. Grnd. = 897.788
CL
1:3
1:2
-2.000% -2.000% -2.000%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 08:53 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet239
Sta. 470+31.39 R 1
Des. Grade = 900.134
Subgrade = 899.384
Orig. Grnd. = 897.775
CL
-2.000% 1:3
1:2
-2.000% -2.000% -2.000%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. 470+50.00 R 1
Des. Grade = 900.039
Subgrade = 899.289
Orig. Grnd. = 897.383
CL
-2.000% 1:3
1:2
-2.000% -2.000% -2.000%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. 470+56.39 R 1
Des. Grade = 900.006
Subgrade = 899.256
Orig. Grnd. = 897.377
CL
-2.000% 1:3
1:2
-2.000% -2.000% 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. 470+82.20 R 1
Des. Grade = 899.873
Subgrade = 899.123
Orig. Grnd. = 897.325
CL
-2.000% 1:3
1:2
-2.000% -2.000% 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. 470+93.89 R 1
Des. Grade = 899.829
Subgrade = 899.079
Orig. Grnd. = 897.296
CL
-2.000% 1:1 .5
1:1 .5
-2.000% -2.000% 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
02-Oct-2013 08:54 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet240
Sta. 471+00.00 R 1
Des. Grade = 899.815
Subgrade = 899.065
Orig. Grnd. = 897.281
CL
-2.000% 1:1 .5
1:1 .5
-2.000% -2.000% 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. 471+18.89 R 1
Des. Grade = 899.812
Subgrade = 899.062
Orig. Grnd. = 897.079
CL
1:1 .5
1:1 .5
-2.000% -2.000% 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. 471+41.72 R 1
Des. Grade = 899.889
Subgrade = 899.139
Orig. Grnd. = 896.655
CL
1:1 .5
1:1 .5
-2.000% -2.000% 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. 472+48.05 R 1
Des. Grade = 900.420
Subgrade = 899.670
Orig. Grnd. = 897.694
CL
1:1 .5
1:1 .5
-2.000% -2.000% 1:1.5 1:1.5 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. 472+50.00 R 1
Des. Grade = 900.430
Subgrade = 899.680
Orig. Grnd. = 897.733
CL
1:1 .5
1:1 .5
-2.000% -2.000% 1:1.5 1:1.5 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
02-Oct-2013 08:55 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet241
Sta. 472+70.89 R 1
Des. Grade = 900.534
Subgrade = 899.784
Orig. Grnd. = 898.101
CL
1:1 .5
1:1 .5
-2.000% -2.000% 1:1.5 1:1.5 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. 472+95.89 R 1
Des. Grade = 900.659
Subgrade = 899.909
Orig. Grnd. = 898.329
CL
1:1 .5
1:1 .5
1:1 .5
1:1.5
-2.000% -2.000% -2.000%1:1.5 1:1.5 1:1.5 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 473+00.00 R 1
Des. Grade = 900.680
Subgrade = 899.930
Orig. Grnd. = 898.342
CL
1:1 .5
1:1 .5
1:1 .5
1:1.5
-2.000% -2.000% -2.000%1:3 1:1.5 1:1.5 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 473+07.58 R 1
Des. Grade = 900.718
Subgrade = 899.968
Orig. Grnd. = 898.366
CL
1:1 .5
1:1 .5
1:1 .5
1:2
-2.000% -2.000% -2.000%1:3
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. 473+33.39 R 1
Des. Grade = 900.847
Subgrade = 900.097
Orig. Grnd. = 898.436
CL
1:1 .5
1:1 .5
1:1 .5
1:2
-2.000% -2.000% -2.000%1:3
1:31:3 1:2<
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:55 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet242
Sta. 473+50.00 R 1
Des. Grade = 900.930
Subgrade = 900.180
Orig. Grnd. = 898.409
CL
-2.000% 1:1 .5
1:1 .5
1:1 .51:2
-2.000% -2.000%-2.000%1:3
1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 473+58.39 R 1
Des. Grade = 900.972
Subgrade = 900.222
Orig. Grnd. = 898.406
CL
-2.000% 1:1 .5
1:1 .5
1:1 .51:2
-2.000% -2.000%-2.000%1:3
1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 473+59.58 R 1
Des. Grade = 900.978
Subgrade = 900.228
Orig. Grnd. = 898.406
CL
-2.000% 1:3
1:1 .51:2
-2.000% -2.000% 1:3
1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 473+70.08 R 1
Des. Grade = 901.030
Subgrade = 900.280
Orig. Grnd. = 898.403
CL
-2.000% 1:3
1:31:2
-2.000% -2.000% 1:3
1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 474+00.00 R 1
Des. Grade = 901.180
Subgrade = 900.430
Orig. Grnd. = 898.395
CL
-2.000% 1:3
1:31:3 1:2
-2.000% -2.000% 1:3
1:31:3 1:2<
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:56 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet243
Sta. 474+22.08 R 1
Des. Grade = 901.290
Subgrade = 900.540
Orig. Grnd. = 898.406
CL
1:3
1:31:31:2
-2.000% -2.000% 1:3
1:31:3 1:2<
E x is ti
W
E x is ti
W
Sta. 474+50.00 R 1
Des. Grade = 901.430
Subgrade = 900.680
Orig. Grnd. = 898.421
CL
1:3
1:31:31:2
-2.000% -2.000% 1:3
1:31:3
1:2<
E x is ti
W
E x is ti
W
Sta. 475+00.00 R 1
Des. Grade = 901.680
Subgrade = 900.930
Orig. Grnd. = 898.337
CL
1:3
1:31:31:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 475+50.00 R 1
Des. Grade = 901.930
Subgrade = 901.180
Orig. Grnd. = 898.165
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 476+00.00 R 1
Des. Grade = 902.132
Subgrade = 901.382
Orig. Grnd. = 897.948
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 08:56 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet244
Sta. 476+50.00 R 1
Des. Grade = 902.090
Subgrade = 901.340
Orig. Grnd. = 897.830
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 477+00.00 R 1
Des. Grade = 901.830
Subgrade = 901.080
Orig. Grnd. = 897.938
CL
1:3
1:2
-2.000% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 477+50.00 R 1
Des. Grade = 901.548
Subgrade = 900.798
Orig. Grnd. = 898.188
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 478+00.00 R 1
Des. Grade = 901.267
Subgrade = 900.517
Orig. Grnd. = 898.384
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 478+50.00 R 1
Des. Grade = 900.985
Subgrade = 900.235
Orig. Grnd. = 898.663
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 08:57 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet245
Sta. 479+00.00 R 1
Des. Grade = 900.704
Subgrade = 899.954
Orig. Grnd. = 898.808
CL
1:3 1:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 479+50.00 R 1
Des. Grade = 900.455
Subgrade = 899.705
Orig. Grnd. = 898.759
CL
1:3 1:2
-2.000% -2.000% 1:31:2<
E x is ti
W
E x is ti
W
Sta. 480+00.00 R 1
Des. Grade = 900.439
Subgrade = 899.689
Orig. Grnd. = 898.599
CL
1:3
1:31:2
-2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 480+00.63 R 1
Des. Grade = 900.440
Subgrade = 899.690
Orig. Grnd. = 898.602
CL
1:3
1:3.3 1:2.2
-1.693% -1.898% 1:31:2.2
24 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:57 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet246
Sta. 480+50.00 R 1
Des. Grade = 900.687
Subgrade = 899.937
Orig. Grnd. = 898.834
CL
1:3 1:2
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
Sta. 481+00.00 R 1
Des. Grade = 901.200
Subgrade = 900.450
Orig. Grnd. = 899.238
CL
1:3 1:2
-2.000% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 481+26.02 R 1
Des. Grade = 901.571
Subgrade = 900.821
Orig. Grnd. = 899.570
CL
1:3 1:2
-2.000% -2.000%-2.000%1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 481+39.88 R 1
Des. Grade = 901.787
Subgrade = 901.037
Orig. Grnd. = 899.778
CL
1:3 1:2
-2.000% -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:58 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet247
Sta. 481+50.00 R 1
Des. Grade = 901.944
Subgrade = 901.194
Orig. Grnd. = 899.946
CL
1:3 1:2
-2.000% -2.000% -2.000% 1:31:3 1:2<
E x is ti
W
E x is ti
W
Sta. 481+89.88 R 1
Des. Grade = 902.565
Subgrade = 901.815
Orig. Grnd. = 900.687
CL
1:3 1:3
-2.000% -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
Sta. 482+00.00 R 1
Des. Grade = 902.722
Subgrade = 901.972
Orig. Grnd. = 900.875
CL
1:3 1:20 1:3
-2.000% -2.000% -2.000%1:31:3 1:2
E x is ti
W
E x is ti
W
Sta. 482+03.74 R 1
Des. Grade = 902.780
Subgrade = 902.030
Orig. Grnd. = 900.944
CL
1:3 1:20 1:3
-2.000% -2.000%-2.000%1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:59 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet248
Sta. 482+50.00 R 1
Des. Grade = 903.500
Subgrade = 902.750
Orig. Grnd. = 902.044
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:31:31:2<
E x is ti
W
E x is ti
W
Sta. 483+00.00 R 1
Des. Grade = 904.278
Subgrade = 903.528
Orig. Grnd. = 902.959
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
Sta. 483+50.00 R 1
Des. Grade = 905.056
Subgrade = 904.306
Orig. Grnd. = 903.559
CL
1:3 1:3
1:1.5 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
Sta. 484+00.00 R 1
Des. Grade = 905.833
Subgrade = 905.083
Orig. Grnd. = 904.243
CL
1:3 1:3
1:1.5 -1.616% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 484+50.00 R 1
Des. Grade = 906.611
Subgrade = 905.861
Orig. Grnd. = 905.206
CL
1:3 1:3
1:1.5 +1.477% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:59 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet249
Sta. 485+00.00 R 1
Des. Grade = 907.389
Subgrade = 906.639
Orig. Grnd. = 905.999
CL
1:3 1:3
1:1.5 +4.570% -4.570% 1:3 1:3 1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 485+50.00 R 1
Des. Grade = 908.044
Subgrade = 907.294
Orig. Grnd. = 906.681
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
C o n s tr . E a s e m e n t
Sta. 486+00.00 R 1
Des. Grade = 908.455
Subgrade = 907.705
Orig. Grnd. = 906.875
CL
1:3 1:31:1.5
+6.000% -6.000% 1:3 1:3 1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 486+50.00 R 1
Des. Grade = 908.622
Subgrade = 907.872
Orig. Grnd. = 906.789
CL
1:3 1:3
1:1.5 +6.000% -6.000% 1:3
1:3 1:2<
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 487+00.00 R 1
Des. Grade = 908.544
Subgrade = 907.794
Orig. Grnd. = 906.627
CL
1:3 1:3
1:1.5 +3.499% -3.499% 1:3
1:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:00 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
930 930
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet250
Sta. 487+50.00 R 1
Des. Grade = 908.221
Subgrade = 907.471
Orig. Grnd. = 906.223
CL
1:3
1:2
+2.000% -2.000% 1:3 1:3
1:1 .5
E x is ti
W
E x is ti
W
Sta. 488+00.00 R 1
Des. Grade = 907.654
Subgrade = 906.904
Orig. Grnd. = 905.525
CL
1:3 1:2
+2.000% -2.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 488+50.00 R 1
Des. Grade = 906.842
Subgrade = 906.092
Orig. Grnd. = 904.462
CL
1:3 1:3
1:1.5
+2.000% -2.000% 1:3 1:2
Riprap Ditch
E x is ti
W
E x is ti
W
Sta. 489+00.00 R 1
Des. Grade = 905.786
Subgrade = 905.036
Orig. Grnd. = 903.241
CL
1:3
1:2
+2.800% -2.800% 1:3 1:1.5
Riprap Ditch
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:00 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet251
Sta. 489+30.55 R 1
Des. Grade = 905.066
Subgrade = 904.316
Orig. Grnd. = 902.498
CL
1:3
1:2 .5
+0.780% -0.766% 1:3 1:2.5
Riprap Ditch
132 inch Pipe Culvert
E x is ti
W
E x is ti
W
Sta. 489+50.00 R 1
Des. Grade = 904.607
Subgrade = 903.857
Orig. Grnd. = 902.005
CL
1:3
1:2
+2.800% -2.800% 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. 490+00.00 R 1
Des. Grade = 903.467
Subgrade = 902.717
Orig. Grnd. = 901.324
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. 490+50.00 R 1
Des. Grade = 902.598
Subgrade = 901.848
Orig. Grnd. = 900.936
CL
1:3
1:2
-1.814% -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 09:01 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet252
Sta. 491+00.00 R 1
Des. Grade = 902.039
Subgrade = 901.289
Orig. Grnd. = 900.724
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. 491+50.00 R 1
Des. Grade = 901.750
Subgrade = 901.000
Orig. Grnd. = 900.522
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. 492+00.00 R 1
Des. Grade = 901.500
Subgrade = 900.750
Orig. Grnd. = 900.133
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. 492+50.00 R 1
Des. Grade = 901.250
Subgrade = 900.500
Orig. Grnd. = 899.615
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. 493+00.00 R 1
Des. Grade = 901.000
Subgrade = 900.250
Orig. Grnd. = 899.173
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 09:01 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
880 880
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet253
Sta. 493+50.00 R 1
Des. Grade = 900.750
Subgrade = 900.000
Orig. Grnd. = 899.963
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. 493+76.94 R 1
Des. Grade = 900.615
Subgrade = 899.865
Orig. Grnd. = 900.328
CL
1:3 1:22.91:3.4
-1.991% -1.505% 1:3 1:22.9
1:3.4
84 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 494+00.00 R 1
Des. Grade = 900.500
Subgrade = 899.750
Orig. Grnd. = 900.103
CL
1:3 1:201:3
-2.000% -2.000% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 494+50.00 R 1
Des. Grade = 900.250
Subgrade = 899.500
Orig. Grnd. = 898.996
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 09:02 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet254
Sta. 495+00.00 R 1
Des. Grade = 900.125
Subgrade = 899.375
Orig. Grnd. = 897.777
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. 495+50.00 R 1
Des. Grade = 900.250
Subgrade = 899.500
Orig. Grnd. = 898.480
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. 496+00.00 R 1
Des. Grade = 900.500
Subgrade = 899.750
Orig. Grnd. = 899.042
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. 496+50.00 R 1
Des. Grade = 900.750
Subgrade = 900.000
Orig. Grnd. = 899.431
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. 497+00.00 R 1
Des. Grade = 901.000
Subgrade = 900.250
Orig. Grnd. = 899.910
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 09:03 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet255
Sta. 497+50.00 R 1
Des. Grade = 901.250
Subgrade = 900.500
Orig. Grnd. = 900.402
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. 498+00.00 R 1
Des. Grade = 901.500
Subgrade = 900.750
Orig. Grnd. = 900.760
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. 498+50.00 R 1
Des. Grade = 901.750
Subgrade = 901.000
Orig. Grnd. = 900.995
CL
1:3 1:2
-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. 499+00.00 R 1
Des. Grade = 902.000
Subgrade = 901.250
Orig. Grnd. = 901.016
CL
1:3 1:2
-2.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:03 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
890 890
900 900
910 910
920 920
890 890
900 900
910 910
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet256
Sta. 499+50.00 R 1
Des. Grade = 902.250
Subgrade = 901.500
Orig. Grnd. = 901.056
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. 500+00.00 R 1
Des. Grade = 902.500
Subgrade = 901.750
Orig. Grnd. = 901.064
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. 500+50.00 R 1
Des. Grade = 902.750
Subgrade = 902.000
Orig. Grnd. = 900.998
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. 501+00.00 R 1
Des. Grade = 903.000
Subgrade = 902.250
Orig. Grnd. = 900.914
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 09:04 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet257
Sta. 501+21.38 R 1
Des. Grade = 903.107
Subgrade = 902.357
Orig. Grnd. = 900.880
CL
1:3
1:2 .2
-2.031% -1.625% 1:31:2.2
66 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 501+50.00 R 1
Des. Grade = 903.250
Subgrade = 902.500
Orig. Grnd. = 900.847
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. 502+00.00 R 1
Des. Grade = 903.500
Subgrade = 902.750
Orig. Grnd. = 901.067
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. 502+50.00 R 1
Des. Grade = 903.750
Subgrade = 903.000
Orig. Grnd. = 901.714
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 09:04 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet258
Sta. 503+00.00 R 1
Des. Grade = 904.000
Subgrade = 903.250
Orig. Grnd. = 902.468
CL
1:3
1:3 1:2
-2.000% -2.000% 1:31:3
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. 503+50.00 R 1
Des. Grade = 904.250
Subgrade = 903.500
Orig. Grnd. = 902.891
CL
1:3 1:2
-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. 504+00.00 R 1
Des. Grade = 904.618
Subgrade = 903.868
Orig. Grnd. = 903.447
CL
1:3 1:31:2
-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. 504+50.00 R 1
Des. Grade = 905.224
Subgrade = 904.474
Orig. Grnd. = 904.007
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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:05 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet259
Sta. 505+00.00 R 1
Des. Grade = 905.947
Subgrade = 905.197
Orig. Grnd. = 904.479
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. 505+50.00 R 1
Des. Grade = 906.671
Subgrade = 905.921
Orig. Grnd. = 904.984
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. 506+00.00 R 1
Des. Grade = 907.395
Subgrade = 906.645
Orig. Grnd. = 905.560
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. 506+50.00 R 1
Des. Grade = 908.118
Subgrade = 907.368
Orig. Grnd. = 906.329
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. 507+00.00 R 1
Des. Grade = 908.842
Subgrade = 908.092
Orig. Grnd. = 907.030
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 09:05 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet260
Sta. 507+50.00 R 1
Des. Grade = 909.566
Subgrade = 908.816
Orig. Grnd. = 907.606
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. 508+00.00 R 1
Des. Grade = 910.289
Subgrade = 909.539
Orig. Grnd. = 908.148
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. 508+50.00 R 1
Des. Grade = 911.013
Subgrade = 910.263
Orig. Grnd. = 908.768
CL
1:3
1:2
-2.000% -1.503% 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. 509+00.00 R 1
Des. Grade = 911.737
Subgrade = 910.987
Orig. Grnd. = 909.659
CL
1:3
1:2
-2.000% +1.574% 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. 509+50.00 R 1
Des. Grade = 912.461
Subgrade = 911.711
Orig. Grnd. = 910.409
CL
1:3 1:2
-3.200% +3.200% 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
02-Oct-2013 09:06 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
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 Sheet261
Sta. 510+00.00 R 1
Des. Grade = 913.184
Subgrade = 912.434
Orig. Grnd. = 911.174
CL
1:3 1:31:1.5
-3.200% +3.200% 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. 510+50.00 R 1
Des. Grade = 913.908
Subgrade = 913.158
Orig. Grnd. = 911.870
CL
1:3 1:3
1:1.5 -3.200% +3.200% 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. 511+00.00 R 1
Des. Grade = 914.632
Subgrade = 913.882
Orig. Grnd. = 912.616
CL
1:3 1:2
-3.200% +3.200% 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. 511+50.00 R 1
Des. Grade = 915.355
Subgrade = 914.605
Orig. Grnd. = 913.136
CL
1:3 1:3
1:1.5 -3.200% +3.200% 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
02-Oct-2013 09:07 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
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet262
Sta. 512+00.00 R 1
Des. Grade = 916.079
Subgrade = 915.329
Orig. Grnd. = 913.570
CL
1:3 1:2
-3.200% +3.200% 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. 512+50.00 R 1
Des. Grade = 916.717
Subgrade = 915.967
Orig. Grnd. = 913.989
CL
1:3 1:2
-2.000% +1.493% 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. 513+00.00 R 1
Des. Grade = 917.183
Subgrade = 916.433
Orig. Grnd. = 914.377
CL
1:3 1:2
-2.000% -1.584% 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. 513+50.00 R 1
Des. Grade = 917.476
Subgrade = 916.726
Orig. Grnd. = 914.958
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
Sta. 514+00.00 R 1
Des. Grade = 917.599
Subgrade = 916.849
Orig. Grnd. = 915.371
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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:07 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 Sheet263
Sta. 514+50.00 R 1
Des. Grade = 917.549
Subgrade = 916.799
Orig. Grnd. = 915.949
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. 514+84.48 R 1
Des. Grade = 917.414
Subgrade = 916.664
Orig. Grnd. = 916.262
CL
1:3 1:4.2
-1.113% -1.817% 1:31:4.2
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. 515+00.00 R 1
Des. Grade = 917.327
Subgrade = 916.577
Orig. Grnd. = 916.286
CL
1:3 1:2
-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. 515+50.00 R 1
Des. Grade = 917.019
Subgrade = 916.269
Orig. Grnd. = 916.227
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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 09:08 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
930 930
900 900
910 910
920 920
930 930
900 900
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 Sheet264
Sta. 516+00.00 R 1
Des. Grade = 916.712
Subgrade = 915.962
Orig. Grnd. = 915.713
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. 516+50.00 R 1
Des. Grade = 916.516
Subgrade = 915.766
Orig. Grnd. = 915.355
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. 517+00.00 R 1
Des. Grade = 916.544
Subgrade = 915.794
Orig. Grnd. = 915.496
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. 517+50.00 R 1
Des. Grade = 916.795
Subgrade = 916.045
Orig. Grnd. = 915.792
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 09:08 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
910 910
920 920
930 930
900 900
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 Sheet265
Sta. 518+00.00 R 1
Des. Grade = 917.159
Subgrade = 916.409
Orig. Grnd. = 916.236
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. 518+50.00 R 1
Des. Grade = 917.523
Subgrade = 916.773
Orig. Grnd. = 916.325
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. 518+67.99 R 1
Des. Grade = 917.654
Subgrade = 916.904
Orig. Grnd. = 916.264
CL
1:3
1:2
-1.947% -2.044% 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. 519+00.00 R 1
Des. Grade = 917.886
Subgrade = 917.136
Orig. Grnd. = 916.240
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 09:09 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
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet266
Sta. 519+50.00 R 1
Des. Grade = 918.088
Subgrade = 917.338
Orig. Grnd. = 916.448
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. 519+61.02 R 1
Des. Grade = 918.088
Subgrade = 917.338
Orig. Grnd. = 916.583
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. 519+74.88 R 1
Des. Grade = 918.067
Subgrade = 917.317
Orig. Grnd. = 916.734
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. 520+00.00 R 1
Des. Grade = 917.964
Subgrade = 917.214
Orig. Grnd. = 916.926
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. 520+50.00 R 1
Des. Grade = 917.679
Subgrade = 916.929
Orig. Grnd. = 916.973
CL
1:3
1:2
-2.000% -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
File details come from the government source that posted it. Updated .