WA_PFH_29-1(1)_Prelim_XS_Sheets_101-133.pdf
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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 07:51 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet101
Sta. 286+00.00 R 1
Des. Grade = 829.125
Subgrade = 828.375
Orig. Grnd. = 829.976
CL
1:1 .5
1:201:3 +6.000% -6.000% 1:4
1:4
:1
:1
E x is ti n g
R
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 286+20.00 R 1
Des. Grade = 829.127
Subgrade = 828.377
Orig. Grnd. = 830.198
CL
+6.000% -6.000% 1:4 1:4
:1
:1
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 07:51 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet102
Sta. 286+50.00 R 1
Des. Grade = 829.264
Subgrade = 828.514
Orig. Grnd. = 830.533
CL
+6.000% -6.000% 1:4 1:4
:1
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 287+00.00 R 1
Des. Grade = 829.847
Subgrade = 829.097
Orig. Grnd. = 831.228
CL
+6.000% -6.000% 1:4 1:4
:1
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 07:52 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet103
Sta. 287+32.13 R 1
Des. Grade = 830.457
Subgrade = 829.707
Orig. Grnd. = 831.650
CL
+6.000% -6.000% 1:4 1:4
:1
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 287+50.00 R 1
Des. Grade = 830.875
Subgrade = 830.125
Orig. Grnd. = 831.598
CL
1:1 .5
1:3 1:2 +6.000% -6.000% 1:4
1:4
:1
:1
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
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet104
Sta. 288+00.00 R 1
Des. Grade = 831.857
Subgrade = 831.107
Orig. Grnd. = 832.401
CL
1:1 .5
1:3 1:2 +4.291% -4.291% 1:4
1:4
:1
:1
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 288+50.00 R 1
Des. Grade = 832.302
Subgrade = 831.552
Orig. Grnd. = 831.230
CL
1:1 .5
1:20 1:3 +1.198% -2.000% 1:4
1:4
:1
:1
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
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
890 890
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet105
Sta. 289+00.00 R 1
Des. Grade = 832.210
Subgrade = 831.460
Orig. Grnd. = 829.850
CL
1:1 .5
1:1
-1.895% -2.000% 1:4 1:4
:1
:1
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 289+50.00 R 1
Des. Grade = 831.850
Subgrade = 831.100
Orig. Grnd. = 829.544
CL
1:1 .5
1:1 .5
-2.000% -2.000% 1:4 1:4
:1
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 07:53 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet106
Sta. 290+00.00 R 1
Des. Grade = 831.490
Subgrade = 830.740
Orig. Grnd. = 830.014
CL
1:1 .5
1:3 -2.000% -2.000% 1:4
1:4
:1
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. 290+19.32 R 1
Des. Grade = 831.351
Subgrade = 830.601
Orig. Grnd. = 830.326
CL
1:1 .5
1:20.41:3.
-2.101% -1.826% 1:3
1:3.1
1:1
48 inch Pipe culvert
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
790 790
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet107
Sta. 290+50.00 R 1
Des. Grade = 831.130
Subgrade = 830.380
Orig. Grnd. = 830.201
CL
1:1 .5
1:20 1:3 -2.000% -2.000% 1:3
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
C o n s tr . E a s e m e n t
Sta. 290+90.67 R 1
Des. Grade = 830.837
Subgrade = 830.087
Orig. Grnd. = 829.722
CL
1:1 .5
1:3 -2.000% -2.000% 1:31:3
1:1
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
PRELIM
IN
ARY
NOT FOR C
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet108
Sta. 291+00.00 R 1
Des. Grade = 830.770
Subgrade = 830.020
Orig. Grnd. = 829.549
CL
-2.000% 1:1 .5
1:3 -2.000% -2.000% 1:31:3
1:1 .3
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. 291+15.67 R 1
Des. Grade = 830.657
Subgrade = 829.907
Orig. Grnd. = 829.239
CL
-2.000% 1:3
1:3 -2.000% -2.000% 1:31:3
1:1
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 07:54 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
880 880
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet109
Sta. 291+27.36 R 1
Des. Grade = 830.573
Subgrade = 829.823
Orig. Grnd. = 829.002
CL
-2.000% 1:3
1:3 -2.000% -2.000% 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. 291+50.00 R 1
Des. Grade = 830.410
Subgrade = 829.660
Orig. Grnd. = 828.763
CL
-2.000% 1:3
1:2 -2.000% -2.000% 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
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
800 800
810 810
820 820
830 830
840 840
850 850
860 860
870 870
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet110
Sta. 291+79.36 R 1
Des. Grade = 830.199
Subgrade = 829.449
Orig. Grnd. = 828.655
CL
1:3 1:2
-2.000% -2.000% 1:31:3 1:1
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 292+00.00 R 1
Des. Grade = 830.050
Subgrade = 829.300
Orig. Grnd. = 828.509
CL
1:3
1:1 .5
-2.000% -2.000% 1:31:3 1:1
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
800 800
810 810
820 820
830 830
840 840
850 850
860 860
800 800
810 810
820 820
830 830
840 840
850 850
860 860
810 810
820 820
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet111
Sta. 292+48.16 R 1
Des. Grade = 829.703
Subgrade = 828.953
Orig. Grnd. = 828.197
CL
1:3
1:1 .7
-1.475% -0.970% 1:3 1:3.3 1:1
.1
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. 292+50.00 R 1
Des. Grade = 829.690
Subgrade = 828.940
Orig. Grnd. = 828.184
CL
1:3
1:1 .5
-2.000% -0.887% 1:3 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. 293+00.00 R 1
Des. Grade = 829.330
Subgrade = 828.580
Orig. Grnd. = 827.814
CL
1:3
1:2
-2.206% +2.206% 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 07:55 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
810 810
820 820
830 830
840 840
850 850
860 860
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet112
Sta. 293+50.00 R 1
Des. Grade = 828.970
Subgrade = 828.220
Orig. Grnd. = 827.470
CL
1:3 1:2
-5.299% +5.299% 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. 294+00.00 R 1
Des. Grade = 828.669
Subgrade = 827.919
Orig. Grnd. = 826.918
CL
1:3
1:1 .5
-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. 294+35.11 R 1
Des. Grade = 828.697
Subgrade = 827.947
Orig. Grnd. = 826.442
CL
1:3
1:1 .5
-5.934% +5.940% 1:3 1:2
48 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet113
Sta. 294+50.00 R 1
Des. Grade = 828.779
Subgrade = 828.029
Orig. Grnd. = 826.589
CL
1:3
1:2
-6.000% +6.000% 1:3
1:3
1:2
E x is ti
W
E x is ti
W
Sta. 295+00.00 R 1
Des. Grade = 829.359
Subgrade = 828.609
Orig. Grnd. = 827.045
CL
1:3 1:2
-6.000% +6.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 295+50.00 R 1
Des. Grade = 830.350
Subgrade = 829.600
Orig. Grnd. = 828.035
CL
1:3 1:2
-6.000% +6.000% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 296+00.00 R 1
Des. Grade = 831.400
Subgrade = 830.650
Orig. Grnd. = 828.755
CL
1:3 1:2
-6.000% +6.000% 1:31:3 1:1 .5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
860 860
820 820
830 830
840 840
850 850
860 860
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet114
Sta. 296+50.00 R 1
Des. Grade = 832.450
Subgrade = 831.700
Orig. Grnd. = 829.148
CL
1:3
1:4
-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. 297+00.00 R 1
Des. Grade = 833.500
Subgrade = 832.750
Orig. Grnd. = 829.988
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. 297+50.00 R 1
Des. Grade = 834.492
Subgrade = 833.742
Orig. Grnd. = 831.351
CL
1:3
1:2
-2.966% +2.966% 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. 298+00.00 R 1
Des. Grade = 835.368
Subgrade = 834.618
Orig. Grnd. = 832.731
CL
1:3
1:2
-2.000% -0.127% 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 07:56 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet115
Sta. 298+35.81 R 1
Des. Grade = 835.924
Subgrade = 835.174
Orig. Grnd. = 833.598
CL
1:3
1:1 .6
-1.474% -2.349% 1:3 1:2.1
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. 298+50.00 R 1
Des. Grade = 836.127
Subgrade = 835.377
Orig. Grnd. = 833.876
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. 299+00.00 R 1
Des. Grade = 836.771
Subgrade = 836.021
Orig. Grnd. = 834.691
CL
1:3 1:3
-2.000% -2.000% 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. 299+50.00 R 1
Des. Grade = 837.298
Subgrade = 836.548
Orig. Grnd. = 835.215
CL
1:3 1:2
-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
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
870 870
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet116
Sta. 300+00.00 R 1
Des. Grade = 837.710
Subgrade = 836.960
Orig. Grnd. = 835.623
CL
-2.000% 1:3
1:2
-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. 300+13.86 R 1
Des. Grade = 837.803
Subgrade = 837.053
Orig. Grnd. = 835.696
CL
-2.000% 1:3
1:3 1:2
-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. 300+50.00 R 1
Des. Grade = 838.005
Subgrade = 837.255
Orig. Grnd. = 835.886
CL
-2.000% 1:3
1:3 1:2
-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. 301+00.00 R 1
Des. Grade = 838.184
Subgrade = 837.434
Orig. Grnd. = 836.158
CL
-2.000% 1:3
1:3 1:2
-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
PRELIM
IN
ARY
NOT FOR C
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet117
Sta. 301+50.00 R 1
Des. Grade = 838.246
Subgrade = 837.496
Orig. Grnd. = 836.256
CL
-2.000% 1:3
1:3 1:2
-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. 301+63.86 R 1
Des. Grade = 838.243
Subgrade = 837.493
Orig. Grnd. = 836.244
CL
-2.000% 1:3
1:3 1:2
-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. 301+77.71 R 1
Des. Grade = 838.231
Subgrade = 837.481
Orig. Grnd. = 836.238
CL
-2.000% 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. 302+00.00 R 1
Des. Grade = 838.193
Subgrade = 837.443
Orig. Grnd. = 836.122
CL
1:3 1:2
-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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 07:57 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet118
Sta. 302+50.00 R 1
Des. Grade = 838.024
Subgrade = 837.274
Orig. Grnd. = 835.649
CL
1:3 1:2
-2.000% -2.000% 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. 303+00.00 R 1
Des. Grade = 837.738
Subgrade = 836.988
Orig. Grnd. = 835.273
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. 303+50.00 R 1
Des. Grade = 837.336
Subgrade = 836.586
Orig. Grnd. = 834.868
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. 304+00.00 R 1
Des. Grade = 836.819
Subgrade = 836.069
Orig. Grnd. = 834.407
CL
1:3 1:2
-2.000% -2.000% 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
830 830
840 840
850 850
860 860
830 830
840 840
850 850
860 860
820 820
830 830
840 840
850 850
860 860
820 820
830 830
840 840
850 850
860 860
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet119
Sta. 304+50.00 R 1
Des. Grade = 836.185
Subgrade = 835.435
Orig. Grnd. = 833.810
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. 305+00.00 R 1
Des. Grade = 835.435
Subgrade = 834.685
Orig. Grnd. = 832.849
CL
1:3
1:2
-1.765% -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. 305+50.00 R 1
Des. Grade = 834.568
Subgrade = 833.818
Orig. Grnd. = 831.748
CL
1:3
1:2
+1.343% -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. 306+00.00 R 1
Des. Grade = 833.586
Subgrade = 832.836
Orig. Grnd. = 830.621
CL
1:3
1:2
+4.451% -4.451% 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
820 820
830 830
840 840
850 850
860 860
870 870
820 820
830 830
840 840
850 850
860 860
820 820
830 830
840 840
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet120
Sta. 306+50.00 R 1
Des. Grade = 832.487
Subgrade = 831.737
Orig. Grnd. = 829.386
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. 307+00.00 R 1
Des. Grade = 831.273
Subgrade = 830.523
Orig. Grnd. = 828.373
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. 307+50.00 R 1
Des. Grade = 830.245
Subgrade = 829.495
Orig. Grnd. = 827.743
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. 307+77.41 R 1
Des. Grade = 829.890
Subgrade = 829.140
Orig. Grnd. = 827.552
CL
1:3
1:2
+4.492% -4.488% 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
02-Oct-2013 07:58 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet121
Sta. 308+00.00 R 1
Des. Grade = 829.708
Subgrade = 828.958
Orig. Grnd. = 827.386
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. 308+50.00 R 1
Des. Grade = 829.417
Subgrade = 828.667
Orig. Grnd. = 827.014
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. 309+00.00 R 1
Des. Grade = 829.125
Subgrade = 828.375
Orig. Grnd. = 826.808
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. 309+50.00 R 1
Des. Grade = 828.833
Subgrade = 828.083
Orig. Grnd. = 826.810
CL
1:3
1:2
+1.761% -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. 310+00.00 R 1
Des. Grade = 828.542
Subgrade = 827.792
Orig. Grnd. = 826.729
CL
1:3 1:2
-1.348% -2.000% 1:3 1:2 inlet/outlet ditch 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
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet122
Sta. 310+50.00 R 1
Des. Grade = 828.384
Subgrade = 827.634
Orig. Grnd. = 826.659
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. 311+00.00 R 1
Des. Grade = 828.493
Subgrade = 827.743
Orig. Grnd. = 826.588
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. 311+50.00 R 1
Des. Grade = 828.736
Subgrade = 827.986
Orig. Grnd. = 826.611
CL
1:3 1:2
-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. 312+00.00 R 1
Des. Grade = 828.979
Subgrade = 828.229
Orig. Grnd. = 826.778
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. 312+50.00 R 1
Des. Grade = 829.221
Subgrade = 828.471
Orig. Grnd. = 826.979
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
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet123
Sta. 313+00.00 R 1
Des. Grade = 829.464
Subgrade = 828.714
Orig. Grnd. = 827.093
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. 313+50.00 R 1
Des. Grade = 829.707
Subgrade = 828.957
Orig. Grnd. = 827.382
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. 314+00.00 R 1
Des. Grade = 829.950
Subgrade = 829.200
Orig. Grnd. = 827.523
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. 314+50.00 R 1
Des. Grade = 830.193
Subgrade = 829.443
Orig. Grnd. = 827.499
CL
1:3
1:2
-2.000% -2.000% 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. 315+00.00 R 1
Des. Grade = 830.436
Subgrade = 829.686
Orig. Grnd. = 827.407
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 07:59 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet124
Sta. 315+50.00 R 1
Des. Grade = 830.679
Subgrade = 829.929
Orig. Grnd. = 827.602
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. 316+00.00 R 1
Des. Grade = 830.921
Subgrade = 830.171
Orig. Grnd. = 827.695
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. 316+50.00 R 1
Des. Grade = 831.164
Subgrade = 830.414
Orig. Grnd. = 827.703
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. 317+00.00 R 1
Des. Grade = 831.407
Subgrade = 830.657
Orig. Grnd. = 827.777
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. 317+24.29 R 1
Des. Grade = 831.525
Subgrade = 830.775
Orig. Grnd. = 827.786
CL
1:3
1:2 .1
-2.052% -1.753% 1:3
1:2.1
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
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet125
Sta. 317+50.00 R 1
Des. Grade = 831.650
Subgrade = 830.900
Orig. Grnd. = 827.838
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. 318+00.00 R 1
Des. Grade = 831.893
Subgrade = 831.143
Orig. Grnd. = 828.189
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. 318+50.00 R 1
Des. Grade = 832.136
Subgrade = 831.386
Orig. Grnd. = 828.626
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. 319+00.00 R 1
Des. Grade = 832.348
Subgrade = 831.598
Orig. Grnd. = 829.072
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
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
850 850
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet126
Sta. 319+50.00 R 1
Des. Grade = 832.344
Subgrade = 831.594
Orig. Grnd. = 829.352
CL
1:3 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. 319+68.93 R 1
Des. Grade = 832.279
Subgrade = 831.529
Orig. Grnd. = 829.445
CL
-2.000% 1:3
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. 319+82.79 R 1
Des. Grade = 832.211
Subgrade = 831.461
Orig. Grnd. = 829.504
CL
-2.000% 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. 320+00.00 R 1
Des. Grade = 832.125
Subgrade = 831.375
Orig. Grnd. = 829.530
CL
-2.000% 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 08:00 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet127
Sta. 320+50.00 R 1
Des. Grade = 831.875
Subgrade = 831.125
Orig. Grnd. = 829.444
CL
-2.000% 1:3
1:20 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. 321+00.00 R 1
Des. Grade = 831.625
Subgrade = 830.875
Orig. Grnd. = 829.070
CL
-2.000% 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. 321+32.79 R 1
Des. Grade = 831.461
Subgrade = 830.711
Orig. Grnd. = 828.738
CL
-2.000% 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. 321+46.65 R 1
Des. Grade = 831.392
Subgrade = 830.642
Orig. Grnd. = 828.596
CL
-2.000% 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. 321+50.00 R 1
Des. Grade = 831.375
Subgrade = 830.625
Orig. Grnd. = 828.609
CL
-2.000% 1:3
1:2
-2.000% -2.000% 1:3 1:2 inlet/outlet ditch 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
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet128
Sta. 322+00.00 R 1
Des. Grade = 831.161
Subgrade = 830.411
Orig. Grnd. = 829.109
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. 322+50.00 R 1
Des. Grade = 831.195
Subgrade = 830.445
Orig. Grnd. = 829.809
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. 323+00.00 R 1
Des. Grade = 831.477
Subgrade = 830.727
Orig. Grnd. = 830.779
CL
1:3 1:20 1:3
-2.000% -2.000% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
Sta. 323+50.00 R 1
Des. Grade = 831.795
Subgrade = 831.045
Orig. Grnd. = 831.497
CL
1:31:3 -2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet129
Sta. 323+65.86 R 1
Des. Grade = 831.896
Subgrade = 831.146
Orig. Grnd. = 831.718
CL
-2.000% 1:31:3
-2.000% -2.000% 1:31:31:2
E x is ti
W
E x is ti
W
Sta. 323+72.79 R 1
Des. Grade = 831.940
Subgrade = 831.190
Orig. Grnd. = 831.813
CL
-2.000% 1:3
1:2
-2.000% -2.000% Approach Radius
E x is ti
W
E x is ti
W
Sta. 323+97.79 R 1
Des. Grade = 832.100
Subgrade = 831.350
Orig. Grnd. = 831.935
CL
-2.000% 1:3
1:2
-2.000% -2.000% 2.00% @ 15'- -5.00%
E x is ti
W
E x is ti
W
Sta. 324+00.00 R 1
Des. Grade = 832.114
Subgrade = 831.364
Orig. Grnd. = 831.945
CL
-2.000% 1:3
1:2
-2.000% -2.000% Approach Radius
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:01 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet130
Sta. 324+01.60 R 1
Des. Grade = 832.124
Subgrade = 831.374
Orig. Grnd. = 831.952
CL
-2.000% 1:3
1:1 .5
-2.000% -2.000% Approach Radius
-25.
00%
E x is ti
W
E x is ti
W
Sta. 324+12.79 R 1
Des. Grade = 832.195
Subgrade = 831.445
Orig. Grnd. = 831.999
CL
-2.000% 1:3
1:1 .5
-2.000% -2.000% Approach Radius
E x is ti
W
E x is ti
W
Sta. 324+19.71 R 1
Des. Grade = 832.239
Subgrade = 831.489
Orig. Grnd. = 832.028
CL
-2.000% 1:31:3
-2.000% -2.000% Approach Radius
E x is ti
W
E x is ti
W
Sta. 324+50.00 R 1
Des. Grade = 832.432
Subgrade = 831.682
Orig. Grnd. = 832.137
CL
1:3 1:20 1:3
-2.000% -2.000% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet131
Sta. 324+81.28 R 1
Des. Grade = 832.610
Subgrade = 831.860
Orig. Grnd. = 832.238
CL
1:31:3 -2.000% -2.000% 1:3
1:20 1:3
E x is ti
W
E x is ti
W
Sta. 324+95.00 R 1
Des. Grade = 832.675
Subgrade = 831.925
Orig. Grnd. = 832.283
CL
-2.000% 1:3
1:3 -2.000% -2.000% 1:3
1:20 1:3
E x is ti
W
E x is ti
W
Sta. 325+00.00 R 1
Des. Grade = 832.696
Subgrade = 831.946
Orig. Grnd. = 832.300
CL
-2.000% 1:3
1:3 -2.000% -2.000%-2.000%1:3
1:20.3 1:3
E x is ti
W
E x is ti
W
Sta. 325+50.00 R 1
Des. Grade = 832.854
Subgrade = 832.104
Orig. Grnd. = 832.613
CL
-2.000% 1:3
1:1 .5
-2.000% -2.000% -2.000%1:3
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet132
Sta. 325+53.28 R 1
Des. Grade = 832.861
Subgrade = 832.111
Orig. Grnd. = 832.640
CL
-2.000% 1:3
1:1 .5
-2.000% -2.000% -2.000%1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 325+64.97 R 1
Des. Grade = 832.885
Subgrade = 832.135
Orig. Grnd. = 832.737
CL
-2.000% 1:1 .5
1:1 .5
-2.000% -2.000% -2.000%1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 325+67.00 R 1
Des. Grade = 832.889
Subgrade = 832.139
Orig. Grnd. = 832.754
CL
-2.000% 1:1 .5
1:1 .5
-2.000% -2.000% -2.000%1:3
1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:02 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
810 810
820 820
830 830
840 840
850 850
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet133
Sta. 325+78.69 R 1
Des. Grade = 832.913
Subgrade = 832.163
Orig. Grnd. = 832.849
CL
-2.000% 1:1 .5
1:1 .5
-2.000% -2.000% -2.000%1:1.5
1:1.5
E x is ti
W
E x is ti
W
Sta. 325+89.97 R 1
Des. Grade = 832.937
Subgrade = 832.187
Orig. Grnd. = 832.942
CL
1:1 .5
1:1 .5
-2.000% -2.000% -2.000%1:1.5 1:1.5
E x is ti
W
E x is ti
W
Sta. 326+00.00 R 1
Des. Grade = 832.958
Subgrade = 832.208
Orig. Grnd. = 832.917
CL
1:1 .5
1:1 .5
-2.000% -2.000% -2.000%1:1.5 1:1.5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
File details come from the government source that posted it. Updated .