WA_PFH_29-1(1)_Prelim_XS_Sheets_201-233.pdf
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Prelim XS - 7 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 08:32 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
880 880
890 890
900 900
910 910
920 920
930 930
940 940
950 950
960 960
890 890
900 900
910 910
920 920
930 930
940 940
950 950
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet201
Sta. 404+00.00 R 1
Des. Grade = 907.944
Subgrade = 907.194
Orig. Grnd. = 905.400
CL
1:3 1:3
:1
+5.028% -5.028% 1:3 1:2
E x is ti n g
R
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 404+50.00 R 1
Des. Grade = 905.824
Subgrade = 905.074
Orig. Grnd. = 903.729
CL
1:3
1:2
+1.935% -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. 405+00.00 R 1
Des. Grade = 904.575
Subgrade = 903.825
Orig. Grnd. = 901.903
CL
1:3
1:2
-1.158% -2.000% 1:3
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
ONSTRUCTIO
N
02-Oct-2013 08:32 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
880 880
890 890
900 900
910 910
920 920
870 870
880 880
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet202
Sta. 405+50.00 R 1
Des. Grade = 904.197
Subgrade = 903.447
Orig. Grnd. = 900.056
CL
1:3
1:21:2
-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. 406+00.00 R 1
Des. Grade = 904.690
Subgrade = 903.940
Orig. Grnd. = 900.118
CL
1:3
1:2
-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. 406+34.41 R 1
Des. Grade = 905.536
Subgrade = 904.786
Orig. Grnd. = 901.882
CL
1:3
1:1.
+0.112% -3.308% 1:3
1:1.8
Structural Plate Pipe Arch 20 ft 7 inch span x 13 ft 2 inch rise
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:33 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
930 930
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet203
Sta. 406+50.00 R 1
Des. Grade = 906.055
Subgrade = 905.305
Orig. Grnd. = 902.859
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. 407+00.00 R 1
Des. Grade = 908.290
Subgrade = 907.540
Orig. Grnd. = 906.588
CL
1:3
1:2
-2.000% -2.000% 1:3 1:2
Riprap Ditch
Riprap Ditch
E x is ti
W <
E x is ti
W
E x is ti
W <
E x is ti
W
Sta. 407+50.00 R 1
Des. Grade = 911.396
Subgrade = 910.646
Orig. Grnd. = 910.137
CL
1:3 1:3
1:2 -2.000% -2.000% 1:31:3
1:1 .5
Riprap Ditch Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 408+00.00 R 1
Des. Grade = 914.508
Subgrade = 913.758
Orig. Grnd. = 913.462
CL
1:3 1:3
1:1.5
-2.000% -0.234% 1:31:3 1:1 .5
Riprap Ditch Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:33 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
910 910
920 920
930 930
910 910
920 920
930 930
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet204
Sta. 408+50.00 R 1
Des. Grade = 916.763
Subgrade = 916.013
Orig. Grnd. = 916.002
CL
1:3 1:3
1:1.5
-2.800% +2.800% 1:31:31:1 .5
Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 409+00.00 R 1
Des. Grade = 918.158
Subgrade = 917.408
Orig. Grnd. = 917.441
CL
1:3 1:3
1:2
-2.800% +2.800% 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 409+50.00 R 1
Des. Grade = 918.696
Subgrade = 917.946
Orig. Grnd. = 917.549
CL
1:3 1:31:2
-1.624% +1.624% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 410+00.00 R 1
Des. Grade = 918.375
Subgrade = 917.625
Orig. Grnd. = 917.042
CL
1:3 1:2
+1.166% -1.166% 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 08:34 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
930 930
890 890
900 900
910 910
920 920
930 930
890 890
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet205
Sta. 410+50.00 R 1
Des. Grade = 917.575
Subgrade = 916.825
Orig. Grnd. = 916.288
CL
1:3
1:2
+3.956% -3.956% 1:3 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. 411+00.00 R 1
Des. Grade = 916.425
Subgrade = 915.675
Orig. Grnd. = 915.293
CL
1:3 1:3
+4.200% -4.200% 1:3 1:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 411+50.00 R 1
Des. Grade = 914.875
Subgrade = 914.125
Orig. Grnd. = 913.728
CL
1:3
1:2
+4.200% -4.200% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:34 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
930 930
890 890
900 900
910 910
920 920
900 900
910 910
920 920
880 880
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet206
Sta. 412+00.00 R 1
Des. Grade = 912.925
Subgrade = 912.175
Orig. Grnd. = 911.600
CL
1:3 1:2
+4.200% -4.200% 1:3 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. 412+50.00 R 1
Des. Grade = 910.625
Subgrade = 909.875
Orig. Grnd. = 909.279
CL
1:3 1:3
1:2 +4.200% -4.200% 1:3 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 413+00.00 R 1
Des. Grade = 908.745
Subgrade = 907.995
Orig. Grnd. = 906.792
CL
1:3 1:3
1:2 +4.200% -4.200% 1:3 1:31:2
E x is ti
W
E x is ti
W
Sta. 413+50.00 R 1
Des. Grade = 907.805
Subgrade = 907.055
Orig. Grnd. = 904.806
CL
1:3
1:1 .2
+4.196% -4.196% 1:3
1:1.5<
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:35 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
870 870
880 880
890 890
900 900
910 910
920 920
870 870
880 880
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 Sheet207
Sta. 413+68.41 R 1
Des. Grade = 907.696
Subgrade = 906.946
Orig. Grnd. = 904.265
CL
1:3
1:1 .2
1:1.5
+3.524% -3.374% 1:3
1:1.5 36 inch Pipe culvert extension
E x is ti
W
E x is ti
W
Sta. 414+00.00 R 1
Des. Grade = 907.805
Subgrade = 907.055
Orig. Grnd. = 903.915
CL
1:3
1:1 .5
+2.216% -2.216% 1:3
1:1.5
E x is ti
W
E x is ti
W
Sta. 414+50.00 R 1
Des. Grade = 908.745
Subgrade = 907.995
Orig. Grnd. = 905.039
CL
1:3
1:2
+0.235% -0.235% 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:36 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
880 880
890 890
900 900
910 910
920 920
880 880
890 890
900 900
910 910
920 920
930 930
880 880
890 890
900 900
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet208
Sta. 415+00.00 R 1
Des. Grade = 910.625
Subgrade = 909.875
Orig. Grnd. = 907.528
CL
1:3
1:2
-1.745% +1.745% 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. 415+50.00 R 1
Des. Grade = 912.879
Subgrade = 912.129
Orig. Grnd. = 910.084
CL
1:3 1:2
-3.725% +3.725% 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. 416+00.00 R 1
Des. Grade = 914.464
Subgrade = 913.714
Orig. Grnd. = 912.162
CL
1:3 1:3
-5.705% +5.705% 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 08:36 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
880 880
890 890
900 900
910 910
920 920
930 930
940 940
890 890
900 900
910 910
920 920
930 930
940 940
950 950
880 880
890 890
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet209
Sta. 416+50.00 R 1
Des. Grade = 915.284
Subgrade = 914.534
Orig. Grnd. = 912.773
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. 417+00.00 R 1
Des. Grade = 915.339
Subgrade = 914.589
Orig. Grnd. = 912.293
CL
1:3 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. 417+50.00 R 1
Des. Grade = 914.724
Subgrade = 913.974
Orig. Grnd. = 911.798
CL
1:3
1:2
-5.671% +5.671% 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 08:37 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
890 890
900 900
910 910
920 920
930 930
890 890
900 900
910 910
920 920
930 930
890 890
900 900
910 910
920 920
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet210
Sta. 418+00.00 R 1
Des. Grade = 914.013
Subgrade = 913.263
Orig. Grnd. = 911.213
CL
1:3
1:2
-2.578% +2.578% 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. 418+28.60 R 1
Des. Grade = 913.607
Subgrade = 912.857
Orig. Grnd. = 910.824
CL
1:3
1:1 .5
-2.000% +0.809% 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. 418+50.00 R 1
Des. Grade = 913.303
Subgrade = 912.553
Orig. Grnd. = 910.752
CL
1:3
1:2
-2.000% -0.515% 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 08:37 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
930 930
940 940
900 900
910 910
920 920
930 930
940 940
950 950
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 Sheet211
Sta. 419+00.00 R 1
Des. Grade = 912.592
Subgrade = 911.842
Orig. Grnd. = 910.557
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. 419+50.00 R 1
Des. Grade = 911.882
Subgrade = 911.132
Orig. Grnd. = 910.488
CL
1:3 1:3
1:1.5
-2.000% -2.000% 1:31:3
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 420+00.00 R 1
Des. Grade = 911.171
Subgrade = 910.421
Orig. Grnd. = 909.686
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. 420+50.00 R 1
Des. Grade = 910.654
Subgrade = 909.904
Orig. Grnd. = 908.712
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 08:38 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 Sheet212
Sta. 420+91.41 R 1
Des. Grade = 910.517
Subgrade = 909.767
Orig. Grnd. = 908.056
CL
1:3
1:2
-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. 421+00.00 R 1
Des. Grade = 910.522
Subgrade = 909.772
Orig. Grnd. = 908.085
CL
1:3
1:2
-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. 421+50.00 R 1
Des. Grade = 910.776
Subgrade = 910.026
Orig. Grnd. = 908.344
CL
1:3
1:2
-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. 421+53.47 R 1
Des. Grade = 910.808
Subgrade = 910.058
Orig. Grnd. = 908.362
CL
1:3
1:2 .3
-1.256% -2.189% 1:3
1:1.7
24 inch Pipe culvert
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:38 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
900 900
910 910
920 920
900 900
910 910
920 920
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 Sheet213
Sta. 422+00.00 R 1
Des. Grade = 911.417
Subgrade = 910.667
Orig. Grnd. = 909.091
CL
1:3
1:2
-2.000% -1.367% 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. 422+50.00 R 1
Des. Grade = 912.250
Subgrade = 911.500
Orig. Grnd. = 909.909
CL
1:3
1:2
-2.000% +1.718% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 423+00.00 R 1
Des. Grade = 913.083
Subgrade = 912.333
Orig. Grnd. = 910.972
CL
1:3 1:31:2
-4.803% +4.803% 1:3 1:2 <
E x is ti
W
E x is ti
W
Sta. 423+50.00 R 1
Des. Grade = 913.917
Subgrade = 913.167
Orig. Grnd. = 911.951
CL
1:3 1:2
-5.800% +5.800% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 424+00.00 R 1
Des. Grade = 914.750
Subgrade = 914.000
Orig. Grnd. = 912.413
CL
1:3 1:2
-5.800% +5.800% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:39 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
950 950
960 960
970 970
910 910
920 920
930 930
940 940
950 950
960 960
970 970
980 980
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet214
Sta. 424+50.00 R 1
Des. Grade = 915.631
Subgrade = 914.881
Orig. Grnd. = 913.269
CL
1:3 1:2
-5.800% +5.800% 1:3
1:2
E x is ti
W
E x is ti
W
Sta. 425+00.00 R 1
Des. Grade = 916.848
Subgrade = 916.098
Orig. Grnd. = 914.553
CL
1:3
1:2
-3.900% +3.900% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:40 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
950 950
960 960
970 970
910 910
920 920
930 930
940 940
950 950
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 Sheet215
Sta. 425+50.00 R 1
Des. Grade = 918.400
Subgrade = 917.650
Orig. Grnd. = 916.142
CL
1:3
1:2
-0.984% +0.984% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 426+00.00 R 1
Des. Grade = 919.846
Subgrade = 919.096
Orig. Grnd. = 917.461
CL
1:3
1:2
+1.933% -1.933% 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. 426+38.48 R 1
Des. Grade = 920.750
Subgrade = 920.000
Orig. Grnd. = 918.138
CL
1:3
1:2 .1
+4.666% -4.432% 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
Sta. 426+50.00 R 1
Des. Grade = 920.986
Subgrade = 920.236
Orig. Grnd. = 918.352
CL
1:3
1:2
+4.849% -4.849% 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 08:40 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
910 910
920 920
930 930
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet216
Sta. 427+00.00 R 1
Des. Grade = 921.971
Subgrade = 921.221
Orig. Grnd. = 919.171
CL
1:3
1:2
+6.000% -6.000% 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. 427+50.00 R 1
Des. Grade = 922.957
Subgrade = 922.207
Orig. Grnd. = 920.110
CL
1:3
1:2
+6.000% -6.000% 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. 428+00.00 R 1
Des. Grade = 923.943
Subgrade = 923.193
Orig. Grnd. = 921.270
CL
1:3
1:2
+6.000% -6.000% 1:31:2
E x is ti
W
E x is ti
W
C o n s tr . E a s e m e n t
Sta. 428+50.00 R 1
Des. Grade = 924.929
Subgrade = 924.179
Orig. Grnd. = 922.238
CL
1:3
1:2
+4.206% -4.206% 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. 429+00.00 R 1
Des. Grade = 925.914
Subgrade = 925.164
Orig. Grnd. = 923.260
CL
1:3
1:2
+1.113% -2.000% 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 08:41 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet217
Sta. 429+50.00 R 1
Des. Grade = 926.900
Subgrade = 926.150
Orig. Grnd. = 924.254
CL
1:3 1:2
-1.980% -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. 430+00.00 R 1
Des. Grade = 927.886
Subgrade = 927.136
Orig. Grnd. = 925.059
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. 430+50.00 R 1
Des. Grade = 928.871
Subgrade = 928.121
Orig. Grnd. = 925.954
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. 431+00.00 R 1
Des. Grade = 929.857
Subgrade = 929.107
Orig. Grnd. = 926.940
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 08:41 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet218
Sta. 431+50.00 R 1
Des. Grade = 930.843
Subgrade = 930.093
Orig. Grnd. = 928.335
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. 432+00.00 R 1
Des. Grade = 931.829
Subgrade = 931.079
Orig. Grnd. = 929.583
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. 432+50.00 R 1
Des. Grade = 932.814
Subgrade = 932.064
Orig. Grnd. = 930.787
CL
-2.000% -2.000% 1:31:3 1:2
Approach Radius
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 432+89.38 R 1
Des. Grade = 933.591
Subgrade = 932.841
Orig. Grnd. = 931.494
CL
-2.000% -2.000% 1:31:3 1:2 Approach Road LT
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:42 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
930 930
940 940
950 950
930 930
940 940
950 950
920 920
930 930
940 940
950 950
910 910
920 920
930 930
940 940
950 950
960 960
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet219
Sta. 433+00.00 R 1
Des. Grade = 933.800
Subgrade = 933.050
Orig. Grnd. = 931.693
CL
-2.000% -2.000% 1:31:3 1:2 Approach Radius
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 433+50.00 R 1
Des. Grade = 934.786
Subgrade = 934.036
Orig. Grnd. = 932.725
CL
1:3 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. 433+72.95 R 1
Des. Grade = 935.238
Subgrade = 934.488
Orig. Grnd. = 933.209
CL
1:3
1:2 .2
-1.129% -2.588% 1:3
1:1.6
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. 434+00.00 R 1
Des. Grade = 935.717
Subgrade = 934.967
Orig. Grnd. = 933.731
CL
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
02-Oct-2013 08:42 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
960 960
910 910
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet220
Sta. 434+50.00 R 1
Des. Grade = 936.268
Subgrade = 935.518
Orig. Grnd. = 934.655
CL
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. 435+00.00 R 1
Des. Grade = 936.384
Subgrade = 935.634
Orig. Grnd. = 934.866
CL
1:3 1:3
1:1.5
-2.000% -2.000% 1:31:3
1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 435+50.00 R 1
Des. Grade = 936.066
Subgrade = 935.316
Orig. Grnd. = 934.724
CL
1:3 1:3
1:1.5
-2.000% -2.000% 1:31:3 1:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 436+00.00 R 1
Des. Grade = 935.367
Subgrade = 934.617
Orig. Grnd. = 934.235
CL
1:3 1:3
1:1.5
+0.520% -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 08:43 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
950 950
910 910
920 920
930 930
940 940
950 950
910 910
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet221
Sta. 436+50.00 R 1
Des. Grade = 934.613
Subgrade = 933.863
Orig. Grnd. = 933.907
CL
1:3 1:3
1:1.5
+3.620% -3.620% 1:31:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 437+00.00 R 1
Des. Grade = 933.860
Subgrade = 933.110
Orig. Grnd. = 934.218
CL
1:3 1:31:2
+3.745% -3.745% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 437+50.00 R 1
Des. Grade = 933.107
Subgrade = 932.357
Orig. Grnd. = 933.527
CL
1:3 1:3
1:2 +0.041% -0.041% 1:3
1:20 1:3
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:44 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet222
Sta. 438+00.00 R 1
Des. Grade = 932.577
Subgrade = 931.827
Orig. Grnd. = 932.623
CL
1:3 1:201:3
-3.662% +3.662% 1:3 1:20
1:3
E x is ti
W
E x is ti
W
Sta. 438+42.30 R 1
Des. Grade = 932.479
Subgrade = 931.729
Orig. Grnd. = 932.011
CL
1:31:3 -4.000% +4.000%-2.000%1:31:31:2
E x is ti
W
E x is ti
W
Sta. 438+50.00 R 1
Des. Grade = 932.495
Subgrade = 931.745
Orig. Grnd. = 931.971
CL
1:3 1:3
-4.000% +4.000% -2.000% 1:31:3
E x is ti
W
E x is ti
W
Sta. 439+00.00 R 1
Des. Grade = 932.861
Subgrade = 932.111
Orig. Grnd. = 932.289
CL
1:3 1:20 1:3
-0.503% +0.503% -2.000% 1:31:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:44 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet223
Sta. 439+06.25 R 1
Des. Grade = 932.939
Subgrade = 932.189
Orig. Grnd. = 932.432
CL
1:3 1:20 1:3
-0.040% +0.040% -2.000% 1:31:3
1:2 <
E x is ti
W
E x is ti
W
Sta. 439+14.53 R 1
Des. Grade = 933.052
Subgrade = 932.302
Orig. Grnd. = 932.613
CL
1:3 1:3
1:2 +0.573% -0.573%-2.000%1:31:31:2
E x is ti
W
E x is ti
W
Sta. 439+50.00 R 1
Des. Grade = 933.675
Subgrade = 932.925
Orig. Grnd. = 933.352
CL
1:3 1:3
1:2 +3.201% -3.201% 1:31:3
1:1 .5
E x is ti
W
E x is ti
W
Sta. 440+00.00 R 1
Des. Grade = 934.615
Subgrade = 933.865
Orig. Grnd. = 933.717
CL
1:3 1:3
1:1.5 +4.000% -4.000% 1:3 1:3
1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:45 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
920 920
930 930
940 940
950 950
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet224
Sta. 440+50.00 R 1
Des. Grade = 934.869
Subgrade = 934.119
Orig. Grnd. = 933.541
CL
1:3 1:3
1:2 +4.000% -4.000% 1:3 1:3
1:1 .5 <
E x is ti
W
E x is ti
W
Sta. 441+00.00 R 1
Des. Grade = 934.340
Subgrade = 933.590
Orig. Grnd. = 932.862
CL
1:3 1:3
1:2
+4.000% -4.000% 1:3 1:3
1:2 <
E x is ti
W
E x is ti
W
Sta. 441+50.00 R 1
Des. Grade = 933.125
Subgrade = 932.375
Orig. Grnd. = 931.906
CL
1:3 1:3
+1.882% -1.882% 1:31:3
1:2
E x is ti
W
E x is ti
W
Riprap Ditch Sta. 442+00.00 R 1
Des. Grade = 932.008
Subgrade = 931.258
Orig. Grnd. = 930.706
CL
1:3 1:2
-1.543% +1.543% 1:3 1:2
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:45 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet225
24 inch Pipe culvert
Riprap Ditch
Sta. 442+47.08 R 1
Des. Grade = 931.313
Subgrade = 930.563
Orig. Grnd. = 929.541
CL
1:3
1:1 .5
-4.044% +4.040% 1:3
1:2 1:1 .5
E x is ti
W
E x is ti
W
Riprap Ditch
Sta. 442+50.00 R 1
Des. Grade = 931.281
Subgrade = 930.531
Orig. Grnd. = 929.562
CL
1:3
1:1 .5
-4.000% +4.000% 1:3
1:2 1:2
E x is ti
W
E x is ti
W
Riprap Ditch Sta. 443+00.00 R 1
Des. Grade = 930.945
Subgrade = 930.195
Orig. Grnd. = 930.102
CL
1:3 1:2
-1.759% +1.759% 1:3 1:2
E x is ti
W
E x is ti
W
Sta. 443+50.00 R 1
Des. Grade = 931.000
Subgrade = 930.250
Orig. Grnd. = 930.390
CL
1:3 1:31:2
+1.945% -1.945% 1:31:3
1:1 .5
E x is ti
W
E x is ti
W
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:46 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
950 950
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet226
Sta. 444+00.00 R 1
Des. Grade = 931.250
Subgrade = 930.500
Orig. Grnd. = 930.242
CL
1:3 1:3
+4.000% -4.000% 1:3 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. 444+50.00 R 1
Des. Grade = 931.500
Subgrade = 930.750
Orig. Grnd. = 929.339
CL
1:3
1:2
+2.164% -2.164% 1:31:31:2
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 445+00.00 R 1
Des. Grade = 931.538
Subgrade = 930.788
Orig. Grnd. = 928.747
CL
1:3
1:2
-0.936% -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. 445+50.00 R 1
Des. Grade = 931.150
Subgrade = 930.400
Orig. Grnd. = 928.254
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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:46 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet227
Sta. 446+00.00 R 1
Des. Grade = 930.550
Subgrade = 929.800
Orig. Grnd. = 927.439
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. 446+50.00 R 1
Des. Grade = 929.950
Subgrade = 929.200
Orig. Grnd. = 926.684
CL
1:3 1:31:2
-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. 447+00.00 R 1
Des. Grade = 929.350
Subgrade = 928.600
Orig. Grnd. = 926.137
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. 447+50.00 R 1
Des. Grade = 928.750
Subgrade = 928.000
Orig. Grnd. = 925.449
CL
1:3 1:4
-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 08:47 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet228
Sta. 448+00.00 R 1
Des. Grade = 928.150
Subgrade = 927.400
Orig. Grnd. = 925.036
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. 448+50.00 R 1
Des. Grade = 927.550
Subgrade = 926.800
Orig. Grnd. = 924.645
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. 449+00.00 R 1
Des. Grade = 926.950
Subgrade = 926.200
Orig. Grnd. = 924.227
CL
1:3 1:2
-2.000% -2.000% 1:3 1:3 1:1
.5
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. 449+50.00 R 1
Des. Grade = 926.350
Subgrade = 925.600
Orig. Grnd. = 923.955
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. 450+00.00 R 1
Des. Grade = 925.750
Subgrade = 925.000
Orig. Grnd. = 923.843
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
02-Oct-2013 08:48 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet229
Sta. 450+50.00 R 1
Des. Grade = 925.150
Subgrade = 924.400
Orig. Grnd. = 923.116
CL
1:3 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. 451+00.00 R 1
Des. Grade = 924.550
Subgrade = 923.800
Orig. Grnd. = 922.262
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. 451+50.00 R 1
Des. Grade = 923.950
Subgrade = 923.200
Orig. Grnd. = 921.609
CL
1:3 1:5
-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. 452+00.00 R 1
Des. Grade = 923.350
Subgrade = 922.600
Orig. Grnd. = 921.214
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
02-Oct-2013 08:48 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet230
Sta. 452+50.00 R 1
Des. Grade = 922.750
Subgrade = 922.000
Orig. Grnd. = 920.879
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. 453+00.00 R 1
Des. Grade = 922.150
Subgrade = 921.400
Orig. Grnd. = 920.023
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. 453+50.00 R 1
Des. Grade = 921.541
Subgrade = 920.791
Orig. Grnd. = 919.375
CL
1:31:3 -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. 454+00.00 R 1
Des. Grade = 920.870
Subgrade = 920.120
Orig. Grnd. = 918.723
CL
1:31:3 -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
PRELIM
IN
ARY
NOT FOR C
02-Oct-2013 08:49 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
940 940
910 910
920 920
930 930
940 940
900 900
910 910
920 920
930 930
940 940
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet231
Sta. 454+50.00 R 1
Des. Grade = 920.136
Subgrade = 919.386
Orig. Grnd. = 917.666
CL
1:3 1:3
-2.000% -2.000% 1:31:3
1:1 .5
Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 455+00.00 R 1
Des. Grade = 919.394
Subgrade = 918.644
Orig. Grnd. = 917.067
CL
1:3 1:2
-2.000% -2.000% 1:3 1:3
1:1 .5 inlet/outlet ditch
24 inch Pipe culvert
Riprap Ditch
E x is ti
W
E x is ti
W
E x is ti
W
E x is ti
W
Sta. 455+50.00 R 1
Des. Grade = 918.652
Subgrade = 917.902
Orig. Grnd. = 916.189
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. 456+00.00 R 1
Des. Grade = 917.909
Subgrade = 917.159
Orig. Grnd. = 914.475
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
02-Oct-2013 08:49 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 Sheet232
Sta. 456+50.00 R 1
Des. Grade = 917.167
Subgrade = 916.417
Orig. Grnd. = 913.239
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. 457+00.00 R 1
Des. Grade = 916.424
Subgrade = 915.674
Orig. Grnd. = 911.983
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. 457+50.00 R 1
Des. Grade = 915.682
Subgrade = 914.932
Orig. Grnd. = 912.357
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. 458+00.00 R 1
Des. Grade = 914.939
Subgrade = 914.189
Orig. Grnd. = 911.801
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
02-Oct-2013 08:50 AM ...\wf02901xa01_layout4.dgn [US_Sur2D]
910 910
920 920
930 930
900 900
910 910
920 920
930 930
900 900
910 910
920 920
930 930
900 900
910 910
920 920
930 930
Federal Highway Administration
WA PFH 29-1(1); Middle Fork Snoqualmie River Road
Mainline Cross Sections Sheet233
Sta. 458+50.00 R 1
Des. Grade = 914.197
Subgrade = 913.447
Orig. Grnd. = 910.646
CL
1:3
1:2
-2.000% -1.191% 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. 459+00.00 R 1
Des. Grade = 913.455
Subgrade = 912.705
Orig. Grnd. = 910.080
CL
1:3
1:2
-2.000% +1.917% 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. 459+50.00 R 1
Des. Grade = 912.712
Subgrade = 911.962
Orig. Grnd. = 909.868
CL
1:3 1:2
-4.600% +4.600% 1:3 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
C o n s tr . E a s e m e n t
Sta. 460+00.00 R 1
Des. Grade = 911.970
Subgrade = 911.220
Orig. Grnd. = 909.453
CL
1:3
1:2
-4.600% +4.600% 1:3 1:31:3 1:1
.5<
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
File details come from the government source that posted it. Updated .