WA_PFH_29-1(1)_Prelim_XS_Sheets_167-200.pdf

5 MB Posted

Attached to
WA PFH 29-1(1), MIDDLE FORK SNOQUALMIE RIVER ROAD
Solicitation number
DTFH70-13-B-00015
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Prelim XS - 6 of 11

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A002_Snoqualmie.pdf PDF
A001_Snoqualmie.pdf PDF
Physical_Data_Lab_Trailer_Request_Form_for_Internet.pdf PDF
Plan_Request_for_Internet.pdf PDF
http //www.wfl.fhwa.dot.gov/contracting/construction/plans/middlefork/ —
Solicitation_Snoqualmie.pdf PDF
WA_PFH_29-1(1)_Prelim_XS_Sheets_134-166.pdf PDF
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PreliminaryPlans_1_of_3_WA_PFH_29-(1).pdf 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 08:13 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

830 830

840 840

850 850

860 860

870 870

880 880

840 840

850 850

860 860

870 870

880 880

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 Sheet167

Sta. 368+50.00 R 1

Des. Grade = 863.289

Subgrade = 862.539

Orig. Grnd. = 862.182

CL

1:3 1:3

1:2 +6.000% -6.000% 1:3 1:31:2

E x is ti n g

R

W

E x is ti

W

Sta. 369+00.00 R 1

Des. Grade = 864.168

Subgrade = 863.418

Orig. Grnd. = 862.709

CL

1:3 1:2

+4.993% -4.993% 1:31:3

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 369+50.00 R 1

Des. Grade = 865.248

Subgrade = 864.498

Orig. Grnd. = 863.288

CL

1:3

1:2

+2.184% -2.184% 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

PRELIM

IN

ARY

NOT FOR C

ONSTRUCTIO

N

02-Oct-2013 08:13 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

840 840

850 850

860 860

870 870

880 880

840 840

850 850

860 860

870 870

880 880

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 Sheet168

Sta. 369+68.58 R 1

Des. Grade = 865.701

Subgrade = 864.951

Orig. Grnd. = 863.519

CL

1:3

1:2

+0.995% -0.922% 1:3

1:1.5

24 inch Pipe culvert

E x is ti

W

E x is ti

W

C o n s tr . E a s e m e n t

Sta. 370+00.00 R 1

Des. Grade = 866.529

Subgrade = 865.779

Orig. Grnd. = 864.269

CL

1:3

1:2

-0.624% +0.624% 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. 370+50.00 R 1

Des. Grade = 867.912

Subgrade = 867.162

Orig. Grnd. = 866.157

CL

1:3

1:2

-3.433% +3.433% 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 08:14 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

850 850

860 860

870 870

880 880

890 890

900 900

860 860

870 870

880 880

890 890

900 900

910 910

860 860

870 870

880 880

890 890

900 900

910 910

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet169

Sta. 371+00.00 R 1

Des. Grade = 869.294

Subgrade = 868.544

Orig. Grnd. = 868.222

CL

1:3 1:31:2

-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. 371+50.00 R 1

Des. Grade = 870.676

Subgrade = 869.926

Orig. Grnd. = 869.486

CL

1:3 1:31:2

-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. 372+00.00 R 1

Des. Grade = 872.015

Subgrade = 871.265

Orig. Grnd. = 870.760

CL

1:3 1:3

-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

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

910 910

870 870

880 880

890 890

900 900

910 910

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 Sheet170

Sta. 372+50.00 R 1

Des. Grade = 873.043

Subgrade = 872.293

Orig. Grnd. = 871.568

CL

1:3 1:201:3

-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. 373+00.00 R 1

Des. Grade = 873.762

Subgrade = 873.012

Orig. Grnd. = 872.312

CL

1:31:3 -5.791% +5.791% 1:31:2

E x is ti

W

E x is ti

W

Sta. 373+50.00 R 1

Des. Grade = 874.436

Subgrade = 873.686

Orig. Grnd. = 873.107

CL

1:31:3 -2.698% +2.698% 1:31:3 1:2

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

870 870

880 880

890 890

900 900

910 910

870 870

880 880

890 890

870 870

880 880

890 890

870 870

880 880

890 890

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet171

Sta. 374+00.00 R 1

Des. Grade = 875.110

Subgrade = 874.360

Orig. Grnd. = 874.149

CL

1:31:3 -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. 374+50.00 R 1

Des. Grade = 875.785

Subgrade = 875.035

Orig. Grnd. = 875.017

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. 375+00.00 R 1

Des. Grade = 876.459

Subgrade = 875.709

Orig. Grnd. = 875.451

CL

1:3 1:31:2

-2.326% +2.326% 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. 375+46.93 R 1

Des. Grade = 877.092

Subgrade = 876.342

Orig. Grnd. = 875.793

CL

1:3

1:31:2

-5.246% +5.246% 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 08:15 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

870 870

880 880

890 890

870 870

880 880

890 890

870 870

880 880

890 890

870 870

880 880

890 890

870 870

880 880

890 890

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet172

Sta. 375+50.00 R 1

Des. Grade = 877.134

Subgrade = 876.384

Orig. Grnd. = 875.805

CL

1:3

1:31:2

-5.437% +5.437% 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. 376+00.00 R 1

Des. Grade = 877.808

Subgrade = 877.058

Orig. Grnd. = 876.506

CL

1:3

1:2

-5.600% +5.600% 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. 376+50.00 R 1

Des. Grade = 878.483

Subgrade = 877.733

Orig. Grnd. = 877.348

CL

1:3

1:2

-5.600% +5.600% 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. 377+00.00 R 1

Des. Grade = 879.157

Subgrade = 878.407

Orig. Grnd. = 878.187

CL

1:3

1:2

-3.075% +3.075% 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. 377+50.00 R 1

Des. Grade = 879.831

Subgrade = 879.081

Orig. Grnd. = 878.953

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

870 870

880 880

890 890

870 870

880 880

890 890

870 870

880 880

890 890

900 900

870 870

880 880

890 890

900 900

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet173

Sta. 378+00.00 R 1

Des. Grade = 880.506

Subgrade = 879.756

Orig. Grnd. = 879.675

CL

1:3 1:31:2

-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. 378+50.00 R 1

Des. Grade = 881.180

Subgrade = 880.430

Orig. Grnd. = 880.324

CL

1:3 1:31:2

-2.000% +2.000% 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. 379+00.00 R 1

Des. Grade = 881.855

Subgrade = 881.105

Orig. Grnd. = 881.125

CL

1:31:2 -2.800% +2.800% 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. 379+50.00 R 1

Des. Grade = 882.529

Subgrade = 881.779

Orig. Grnd. = 881.663

CL

1:3

1:2

-2.800% +2.800% 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

870 870

880 880

890 890

900 900

880 880

890 890

900 900

880 880

890 890

900 900

880 880

890 890

900 900

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet174

Sta. 380+00.00 R 1

Des. Grade = 883.203

Subgrade = 882.453

Orig. Grnd. = 881.968

CL

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. 380+50.00 R 1

Des. Grade = 883.878

Subgrade = 883.128

Orig. Grnd. = 882.128

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. 381+00.00 R 1

Des. Grade = 884.552

Subgrade = 883.802

Orig. Grnd. = 882.330

CL

1:3

1:2

-2.000% +0.181% 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. 381+50.00 R 1

Des. Grade = 885.227

Subgrade = 884.477

Orig. Grnd. = 882.727

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 08:16 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

880 880

890 890

900 900

870 870

880 880

890 890

900 900

910 910

860 860

870 870

880 880

890 890

900 900

910 910

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet175

Sta. 382+00.00 R 1

Des. Grade = 885.901

Subgrade = 885.151

Orig. Grnd. = 883.253

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. 382+50.00 R 1

Des. Grade = 886.576

Subgrade = 885.826

Orig. Grnd. = 884.042

CL

1:3

1:31:2

-2.000% -2.000% 1:3 1:2

24 inch Pipe culvert inlet/outlet ditch

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 383+00.00 R 1

Des. Grade = 887.164

Subgrade = 886.414

Orig. Grnd. = 885.233

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

870 870

880 880

890 890

900 900

910 910

920 920

880 880

890 890

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 Sheet176

Sta. 383+50.00 R 1

Des. Grade = 887.579

Subgrade = 886.829

Orig. Grnd. = 886.285

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. 384+00.00 R 1

Des. Grade = 887.907

Subgrade = 887.157

Orig. Grnd. = 886.842

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. 384+50.00 R 1

Des. Grade = 888.236

Subgrade = 887.486

Orig. Grnd. = 887.000

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

870 870

880 880

890 890

900 900

910 910

920 920

860 860

870 870

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 Sheet177

Sta. 385+00.00 R 1

Des. Grade = 888.564

Subgrade = 887.814

Orig. Grnd. = 887.247

CL

1:3 1:2

-2.000% -2.000% 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. 385+50.00 R 1

Des. Grade = 888.893

Subgrade = 888.143

Orig. Grnd. = 887.771

CL

1:3 1:2

-2.000% -1.987% 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. 386+00.00 R 1

Des. Grade = 889.221

Subgrade = 888.471

Orig. Grnd. = 888.338

CL

1:3 1:31:2

-2.000% +1.121% 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 08:17 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

870 870

880 880

890 890

900 900

910 910

920 920

930 930

880 880

890 890

900 900

910 910

920 920

930 930

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 Sheet178

Sta. 386+50.00 R 1

Des. Grade = 889.550

Subgrade = 888.800

Orig. Grnd. = 888.833

CL

1:3 1:31:2

-4.229% +4.229% 1:31:3

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 387+00.00 R 1

Des. Grade = 889.879

Subgrade = 889.129

Orig. Grnd. = 889.191

CL

1:3 1:3

1:1.5 -3.649% +3.649% 1:31:2

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 387+50.00 R 1

Des. Grade = 890.207

Subgrade = 889.457

Orig. Grnd. = 889.283

CL

1:3 1:31:2

-1.772% +1.772% 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

870 870

880 880

890 890

900 900

910 910

920 920

930 930

870 870

880 880

890 890

900 900

910 910

920 920

930 930

870 870

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 Sheet179

Sta. 388+00.00 R 1

Des. Grade = 890.536

Subgrade = 889.786

Orig. Grnd. = 889.226

CL

1:3 1:2

+0.105% -0.105% 1:31:3

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 388+27.43 R 1

Des. Grade = 890.716

Subgrade = 889.966

Orig. Grnd. = 889.143

CL

1:3

1:3.

1:2 +0.901% -1.043% 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. 388+50.00 R 1

Des. Grade = 890.864

Subgrade = 890.114

Orig. Grnd. = 889.313

CL

1:3

1:3 1:2

+1.982% -1.982% 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

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

860 860

870 870

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 Sheet180

Sta. 389+00.00 R 1

Des. Grade = 891.193

Subgrade = 890.443

Orig. Grnd. = 889.811

CL

1:3

1:2

+3.860% -3.860% 1:3

1:2

E x is ti

W

E x is ti

W

Sta. 389+50.00 R 1

Des. Grade = 891.521

Subgrade = 890.771

Orig. Grnd. = 890.346

CL

1:3

1:2 +5.737% -5.737% 1:3

1:1.5

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:18 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

860 860

870 870

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 Sheet181

Sta. 389+82.00 R 1

Des. Grade = 891.732

Subgrade = 890.982

Orig. Grnd. = 890.612

CL

1:3

1:2 .1

+5.471% -5.445% 1:3

1:1.6

24 inch Pipe culvert

E x is ti

W

E x is ti

W

Sta. 390+00.00 R 1

Des. Grade = 891.850

Subgrade = 891.100

Orig. Grnd. = 890.726

CL

1:3 1:2

+6.000% -6.000% 1:3

1:1.5

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

860 860

870 870

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 Sheet182

Sta. 390+50.00 R 1

Des. Grade = 892.179

Subgrade = 891.429

Orig. Grnd. = 890.330

CL

1:3

1:2

+6.000% -6.000% 1:3 1:2

E x is ti

W

E x is ti

W

Sta. 390+84.64 R 1

Des. Grade = 892.231

Subgrade = 891.481

Orig. Grnd. = 889.669

CL

1:3

1:2

+6.000% -6.000% 1:3

1:1.5

24 inch Pipe culvert

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

860 860

870 870

880 880

890 890

900 900

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 Sheet183

Sta. 391+00.00 R 1

Des. Grade = 892.142

Subgrade = 891.392

Orig. Grnd. = 889.783

CL

1:3

1:2

+6.000% -6.000% 1:3

1:1.5

E x is ti

W

E x is ti

W

Sta. 391+50.00 R 1

Des. Grade = 891.376

Subgrade = 890.626

Orig. Grnd. = 889.799

CL

1:3 1:31:2

+4.535% -4.535% 1:3

1:1.5

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:19 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet184

Sta. 392+00.00 R 1

Des. Grade = 889.879

Subgrade = 889.129

Orig. Grnd. = 888.626

CL

1:3 1:3

1:2 +1.584% -1.584% 1:3

1:1.5

Riprap Ditch

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet185

Sta. 392+50.00 R 1

Des. Grade = 887.653

Subgrade = 886.903

Orig. Grnd. = 886.369

CL

1:3 1:3

1:1.5

-1.367% +1.367% 1:3 1:2

Riprap Ditch

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

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 Sheet186

Sta. 393+00.00 R 1

Des. Grade = 884.696

Subgrade = 883.946

Orig. Grnd. = 883.903

CL

1:3 1:3

1:2 -4.318% +4.318% 1:31:2

Riprap Ditch

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:20 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

860 860

870 870

880 880

890 890

900 900

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 Sheet187

Sta. 393+50.00 R 1

Des. Grade = 881.495

Subgrade = 880.745

Orig. Grnd. = 880.694

CL

1:3 1:3

1:2 -6.000% +6.000% 1:31:3

Riprap Ditch

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

850 850

860 860

870 870

880 880

890 890

900 900

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 Sheet188

Sta. 394+00.00 R 1

Des. Grade = 879.133

Subgrade = 878.383

Orig. Grnd. = 876.802

CL

1:3 1:3

:1

-6.000% +6.000% 1:3

1:2

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

840 840

850 850

860 860

870 870

880 880

890 890

900 900

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 Sheet189

Sta. 394+50.00 R 1

Des. Grade = 877.730

Subgrade = 876.980

Orig. Grnd. = 873.706

CL

1:3 1:2

-3.296% +3.296% 1:3

1:1.5

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:21 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

840 840

850 850

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet190

Sta. 395+00.00 R 1

Des. Grade = 877.287

Subgrade = 876.537

Orig. Grnd. = 871.449

CL

1:3

1:2

-0.203% +0.203% 1:3

1:1.5

Riprap Ditch

PRELIM

IN

ARY

NOT FOR C

850 850

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

850 850

860 860

870 870

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 Sheet191

Sta. 395+27.05 R 1

Des. Grade = 877.448

Subgrade = 876.698

Orig. Grnd. = 870.983

CL

1:3

1:2

+1.471% -1.471% 1:3

1:1.5

24 inch Pipe culvert

Riprap Ditch

Sta. 395+50.00 R 1

Des. Grade = 877.804

Subgrade = 877.054

Orig. Grnd. = 871.307

CL

1:3

1:2

+2.890% -2.890% 1:3

1:1.5

Riprap Ditch

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

910 910

860 860

870 870

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 Sheet192

Sta. 396+00.00 R 1

Des. Grade = 879.280

Subgrade = 878.530

Orig. Grnd. = 873.748

CL

1:3

1:2

+5.983% -5.983% 1:3

1:2

Riprap Ditch

E x is ti

W

E x is ti

W

Sta. 396+50.00 R 1

Des. Grade = 881.715

Subgrade = 880.965

Orig. Grnd. = 876.900

CL

1:3 1:2

+6.000% -6.000% 1:3

1:2

Riprap Ditch

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:22 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

860 860

870 870

880 880

890 890

900 900

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 Sheet193

Riprap Ditch Sta. 397+00.00 R 1

Des. Grade = 885.110

Subgrade = 884.360

Orig. Grnd. = 881.220

CL

1:3

1:2 +4.439% -4.439% 1:3

1:2

Riprap Ditch Sta. 397+50.00 R 1

Des. Grade = 889.344

Subgrade = 888.594

Orig. Grnd. = 886.727

CL

1:3 1:2

+1.344% -1.344% 1:3

1:1.5

PRELIM

IN

ARY

NOT FOR C

860 860

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

870 870

880 880

890 890

900 900

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 Sheet194

Sta. 398+00.00 R 1

Des. Grade = 893.698

Subgrade = 892.948

Orig. Grnd. = 892.413

CL

1:3

1:3

:1

-1.751% +1.751% 1:3 1:2

Sta. 398+50.00 R 1

Des. Grade = 898.052

Subgrade = 897.302

Orig. Grnd. = 897.203

CL

1:3

1:3

:1

:1

-4.000% +4.000% 1:31:2

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet195

Sta. 399+00.00 R 1

Des. Grade = 902.092

Subgrade = 901.342

Orig. Grnd. = 901.627

CL

1:3

1:3

:1

-3.396% +3.396% 1:3 1:20

1:3

E x is ti

W

E x is ti

W

Sta. 399+50.00 R 1

Des. Grade = 905.504

Subgrade = 904.754

Orig. Grnd. = 904.931

CL

1:3 1:3

:1

+0.528% -0.528% 1:31:31:2

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:23 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

870 870

880 880

890 890

900 900

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 Sheet196

Sta. 400+00.00 R 1

Des. Grade = 908.288

Subgrade = 907.538

Orig. Grnd. = 907.103

CL

1:3

1:3

:1

+4.452% -4.452% 1:3 1:2

24 inch Pipe culvert

Sta. 400+13.30 R 1

Des. Grade = 908.923

Subgrade = 908.173

Orig. Grnd. = 907.330

CL

1:3

1:3

:1

+5.852% -5.766% 1:3

1:1.5

PRELIM

IN

ARY

NOT FOR C

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet197

Sta. 400+50.00 R 1

Des. Grade = 910.443

Subgrade = 909.693

Orig. Grnd. = 908.415

CL

1:3 1:3

:1

+6.000% -6.000% 1:3 1:1.5

Sta. 401+00.00 R 1

Des. Grade = 911.971

Subgrade = 911.221

Orig. Grnd. = 909.294

CL

1:3 1:3

+6.000% -6.000% 1:3 1:1.5

:1

:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

870 870

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet198

Sta. 401+50.00 R 1

Des. Grade = 912.870

Subgrade = 912.120

Orig. Grnd. = 909.916

CL

1:3 1:3

:1

:1

+6.000% -6.000% 1:3 1:1.5

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:24 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

880 880

890 890

900 900

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 Sheet199

Sta. 402+00.00 R 1

Des. Grade = 913.141

Subgrade = 912.391

Orig. Grnd. = 909.625

CL

1:3 1:3

:1

:1

+6.000% -6.000% 1:3 1:1.5

E x is ti

W

E x is ti

W

Sta. 402+50.00 R 1

Des. Grade = 912.784

Subgrade = 912.034

Orig. Grnd. = 908.645

CL

1:3 1:3

:1

:1

+6.000% -6.000% 1:3 1:2

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 08:24 AM ...\wf02901xa01_layout3.dgn [US_Sur2D]

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

880 880

890 890

900 900

910 910

920 920

930 930

940 940

950 950

960 960

970 970

Federal Highway Administration

WA PFH 29-1(1); Middle Fork Snoqualmie River Road

Mainline Cross Sections Sheet200

Sta. 403+00.00 R 1

Des. Grade = 911.799

Subgrade = 911.049

Orig. Grnd. = 907.507

CL

1:3 1:3

:1

:1

+6.000% -6.000% 1:3 1:2

E x is ti

W

E x is ti

W

Sta. 403+50.00 R 1

Des. Grade = 910.186

Subgrade = 909.436

Orig. Grnd. = 906.494

CL

1:3 1:3

+6.000% -6.000% 1:3 1:2

:1

:1

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 .