WA_PFH_29-1(1)_Prelim_XS_Sheets_1-33.pdf

PDF 5 MB Posted Oct 22, 2013

Attached to: WA PFH 29-1(1), MIDDLE FORK SNOQUALMIE RIVER ROAD
Solicitation number: DTFH70-13-B-00015
Issued by: Department of Transportation Federal Highway Administration

About this file

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Prelim XS - 1 of 11

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Other files

File	Type	Posted
Amendment_A005_Snoqualmie.pdf	PDF	Feb 18, 2014
Amendment_A004_Snoqualmie.pdf	PDF	Feb 14, 2014
Amendment_A003__Snoqualmie.pdf	PDF	Feb 12, 2014
A003_Physical_Data_Lab_Trailer_Request_Form.pdf	PDF	Feb 12, 2014
A002_Snoqualmie.pdf	PDF	Feb 4, 2014
A001_Snoqualmie.pdf	PDF	Jan 28, 2014
Physical_Data_Lab_Trailer_Request_Form_for_Internet.pdf	PDF	Jan 17, 2014
Plan_Request_for_Internet.pdf	PDF	Jan 17, 2014
http //www.wfl.fhwa.dot.gov/contracting/construction/plans/middlefork/	—	Jan 17, 2014
Solicitation_Snoqualmie.pdf	PDF	Jan 17, 2014
WA_PFH_29-1(1)_Prelim_XS_Sheets_134-166.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_334-362_and_approaches.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_101-133.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_67-100.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_234-266.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_34-66.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_267-300.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_201-233.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_301-333.pdf	PDF	Oct 22, 2013
WA_PFH_29-1(1)_Prelim_XS_Sheets_167-200.pdf	PDF	Oct 22, 2013
PreliminaryPlans_2_of_3_WA_PFH_29-(1).pdf	PDF	Aug 26, 2013
PROJECT_DESCRIPTION_MiddleFork_Snoqualmie.pdf	PDF	Aug 26, 2013
PreliminaryPlans_3_of_3_WA_PFH_29-1(1).pdf	PDF	Aug 26, 2013
Prelim_Letter_WA_PFH_29-1(1).pdf	PDF	Aug 26, 2013
PreliminaryPlans_1_of_3_WA_PFH_29-(1).pdf	PDF	Aug 26, 2013

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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 07:12 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

780 780

790 790

800 800

780 780

790 790

800 800

780 780

790 790

800 800

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet1

Sta. 171+65.00 R 1

Des. Grade = 786.550

Subgrade = 785.800

Orig. Grnd. = 786.556

1:3 1:3

1:2 -2.000% -2.000% 1:31:3 1:2 <

E x is ti n g

E x is ti

Sta. 172+00.00 R 1

Des. Grade = 786.422

Subgrade = 785.672

Orig. Grnd. = 786.501

1:3 1:31:2

-1.361% -2.000% 1:31:3 1:2

E x is ti

Sta. 172+50.00 R 1

Des. Grade = 786.547

Subgrade = 785.797

Orig. Grnd. = 786.605

1:3 +1.756% -2.000% 1:3 1:3 1:2

E x is ti

Sta. 172+76.00 R 1

Des. Grade = 786.760

Subgrade = 786.010

Orig. Grnd. = 786.799

1:31:3 +3.377% -3.377% 1:3

1:3 1:2

Inlet/outlet ditch

24 inch Pipe culvert

E x is ti

PRELIM

ARY

NOT FOR C

ONSTRUCTIO

02-Oct-2013 07:13 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

820 820

780 780

790 790

800 800

810 810

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet2

Sta. 173+00.00 R 1

Des. Grade = 787.000

Subgrade = 786.250

Orig. Grnd. = 786.899

1:31:3 +4.800% -4.800% 1:3

1:3 1:2

E x is ti

Sta. 173+50.00 R 1

Des. Grade = 787.419

Subgrade = 786.669

Orig. Grnd. = 786.821

1:3 1:31:2

+4.800% -4.800% 1:3 1:3 1:2

E x is ti

Sta. 174+00.00 R 1

Des. Grade = 787.273

Subgrade = 786.523

Orig. Grnd. = 786.252

1:3 1:2

+4.800% -4.800% 1:3 1:3 1:2

E x is ti

Sta. 174+50.00 R 1

Des. Grade = 786.479

Subgrade = 785.729

Orig. Grnd. = 785.325

1:3 1:2

+4.800% -4.800% 1:3 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

780 780

790 790

800 800

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet3

Sta. 175+00.00 R 1

Des. Grade = 785.120

Subgrade = 784.370

Orig. Grnd. = 784.111

1:3

1:1 .5

+2.409% -2.409% 1:31:3 1:2

E x is ti

Sta. 175+50.00 R 1

Des. Grade = 783.680

Subgrade = 782.930

Orig. Grnd. = 782.689

1:3 1:2

+2.000% -2.000% 1:31:3 1:2

E x is ti

Sta. 176+00.00 R 1

Des. Grade = 782.240

Subgrade = 781.490

Orig. Grnd. = 781.181

1:3

1:2

+3.285% -3.285% 1:31:3

E x is ti

Sta. 176+50.00 R 1

Des. Grade = 780.800

Subgrade = 780.050

Orig. Grnd. = 779.793

1:3

1:2

+4.200% -4.200% 1:3 1:31:2 <

E x is ti

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

770 770

780 780

790 790

770 770

780 780

790 790

760 760

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet4

Sta. 177+00.00 R 1

Des. Grade = 779.360

Subgrade = 778.610

Orig. Grnd. = 778.476

1:3 1:2

+4.200% -4.200% 1:31:3<

E x is ti

Sta. 177+49.84 R 1

Des. Grade = 777.925

Subgrade = 777.175

Orig. Grnd. = 777.246

1:3

1:2 .2

+2.580% -2.550% 1:3 1:2.2

24 inch Pipe culvert

E x is ti

Sta. 177+50.00 R 1

Des. Grade = 777.920

Subgrade = 777.170

Orig. Grnd. = 777.242

1:3 1:2

+4.200% -4.200% 1:31:2<

E x is ti

Sta. 178+00.00 R 1

Des. Grade = 776.480

Subgrade = 775.730

Orig. Grnd. = 775.796

1:3

1:2

+1.752% -2.000% 1:31:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:14 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet5

Sta. 178+50.00 R 1

Des. Grade = 775.084

Subgrade = 774.334

Orig. Grnd. = 774.300

1:3

1:2

-1.336% -2.000% 1:3 1:2

E x is ti

Sta. 178+80.00 R 1

Des. Grade = 774.389

Subgrade = 773.639

Orig. Grnd. = 773.575

1:3

1:2

-2.000% -2.000% 1:3

1:2

Inlet/outlet ditch

24 inch Pipe culvert

E x is ti

Sta. 179+00.00 R 1

Des. Grade = 773.995

Subgrade = 773.245

Orig. Grnd. = 773.091

1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 179+50.00 R 1

Des. Grade = 773.258

Subgrade = 772.508

Orig. Grnd. = 772.307

1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet6

Sta. 180+00.00 R 1

Des. Grade = 772.872

Subgrade = 772.122

Orig. Grnd. = 772.010

1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 180+50.00 R 1

Des. Grade = 772.837

Subgrade = 772.087

Orig. Grnd. = 772.032

1:3 1:3

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 181+00.00 R 1

Des. Grade = 773.153

Subgrade = 772.403

Orig. Grnd. = 772.215

1:3 1:2

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 181+50.00 R 1

Des. Grade = 773.821

Subgrade = 773.071

Orig. Grnd. = 772.740

1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet7

Sta. 181+67.00 R 1

Des. Grade = 774.128

Subgrade = 773.378

Orig. Grnd. = 772.929

1:3

1:2

-2.000% -2.000% 1:3

1:2

24 inch Pipe culvert

E x is ti

Sta. 182+00.00 R 1

Des. Grade = 774.840

Subgrade = 774.090

Orig. Grnd. = 773.484

1:3

1:2

-2.000% -1.773% 1:3

1:2

E x is ti

Sta. 182+50.00 R 1

Des. Grade = 776.167

Subgrade = 775.417

Orig. Grnd. = 774.569

1:3

1:2

-2.000% +1.325% 1:3

1:2

E x is ti

Sta. 182+92.00 R 1

Des. Grade = 777.318

Subgrade = 776.568

Orig. Grnd. = 775.822

1:3

1:2

-4.228% +4.398% 1:3 1:2

24 inch Pipe culvert

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:15 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet8

Sta. 183+00.00 R 1

Des. Grade = 777.537

Subgrade = 776.787

Orig. Grnd. = 776.055

1:3

1:2

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 183+50.00 R 1

Des. Grade = 778.907

Subgrade = 778.157

Orig. Grnd. = 777.462

1:31:3 -4.400% +4.400% 1:3

1:2

E x is ti

Sta. 184+00.00 R 1

Des. Grade = 780.278

Subgrade = 779.528

Orig. Grnd. = 778.631

1:3 1:201:3

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 184+50.00 R 1

Des. Grade = 781.648

Subgrade = 780.898

Orig. Grnd. = 779.752

1:3 1:2

-4.400% +4.400% 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:15 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

810 810

820 820

780 780

790 790

800 800

810 810

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet9

Sta. 185+00.00 R 1

Des. Grade = 782.908

Subgrade = 782.158

Orig. Grnd. = 780.976

1:3 1:2

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 185+32.58 R 1

Des. Grade = 783.609

Subgrade = 782.859

Orig. Grnd. = 781.840

-2.000% 1:3

1:2

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 185+50.00 R 1

Des. Grade = 783.946

Subgrade = 783.196

Orig. Grnd. = 782.260

-2.000% 1:3

1:2

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 186+00.00 R 1

Des. Grade = 784.762

Subgrade = 784.012

Orig. Grnd. = 783.011

-2.000% 1:31:2

-4.400% +4.400% 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:16 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet10

Sta. 186+50.00 R 1

Des. Grade = 785.356

Subgrade = 784.606

Orig. Grnd. = 783.572

-2.000% 1:3

1:2

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 186+83.72 R 1

Des. Grade = 785.632

Subgrade = 784.882

Orig. Grnd. = 783.924

-2.000% 1:3

1:2

-4.400% +4.400% -1.000%1:3 1:2

E x is ti

Sta. 187+00.00 R 1

Des. Grade = 785.729

Subgrade = 784.979

Orig. Grnd. = 784.060

-2.000% 1:31:2

-4.400% +4.400% -1.000% 1:3 1:3

1:5.8

E x is ti

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

Sta. 187+06.74 R 1

Des. Grade = 785.763

Subgrade = 785.013

Orig. Grnd. = 784.093

-2.000% 1:31:2

-4.400% +4.400% -1.000% 1:31:3 1:2.

E x is ti

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

PRELIM

ARY

NOT FOR C

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet11

Sta. 187+27.73 R 1

Des. Grade = 785.841

Subgrade = 785.091

Orig. Grnd. = 784.250

-2.000% 1:3

1:2

-4.400% +4.400% -1.000% 1:31:31:1.

E x is ti

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

Sta. 187+45.14 R 1

Des. Grade = 785.876

Subgrade = 785.126

Orig. Grnd. = 784.339

-2.000% 1:3

1:2 -4.400% +4.400% -1.000% 1:31:31:1

E x is ti

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

Sta. 187+50.00 R 1

Des. Grade = 785.881

Subgrade = 785.131

Orig. Grnd. = 784.365

-2.000% 1:3

1:2 -4.400% +4.400% -1.000% 1:31:31:1

E x is ti

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

Sta. 188+00.00 R 1

Des. Grade = 785.810

Subgrade = 785.060

Orig. Grnd. = 784.467

1:3 1:31:2

-4.400% +4.400% -1.000% 1:31:3 1:3.

E x is ti

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

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

780 780

790 790

800 800

780 780

790 790

800 800

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet12

Sta. 188+41.80 R 1

Des. Grade = 785.581

Subgrade = 784.831

Orig. Grnd. = 784.386

1:3

1:2

-4.177% +4.178% -1.000% 1:3 1:3.1 1:1

30 inch Pipe culvert

E x is ti

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

Sta. 188+50.00 R 1

Des. Grade = 785.518

Subgrade = 784.768

Orig. Grnd. = 784.310

1:3 1:3

1:2 -4.400% +4.400% -1.000% 1:3

1:3 1:1.

E x is ti

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

Sta. 188+52.00 R 1

Des. Grade = 785.502

Subgrade = 784.752

Orig. Grnd. = 784.292

1:3 1:3

1:2 -4.400% +4.400% -1.000% 1:3

1:3 1:2

E x is ti

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

Approach Road RT

Sta. 188+70.00 R 1

Des. Grade = 785.339

Subgrade = 784.589

Orig. Grnd. = 784.133

1:3 1:31:2

-4.400% +4.400%

E x is ti

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

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:17 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

780 780

790 790

800 800

810 810

780 780

790 790

800 800

770 770

780 780

790 790

800 800

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet13

Approach Radius

Sta. 189+00.00 R 1

Des. Grade = 785.005

Subgrade = 784.255

Orig. Grnd. = 783.638

1:3 1:31:2

-4.400% +4.400%

E x is ti

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

Sta. 189+50.00 R 1

Des. Grade = 784.269

Subgrade = 783.519

Orig. Grnd. = 782.847

1:3 1:2

-4.400% +4.400% 1:3 1:3

1:2

E x is ti

Inlet/outlet ditch

24 inch Pipe culvert

Sta. 189+77.00 R 1

Des. Grade = 783.812

Subgrade = 783.062

Orig. Grnd. = 782.386

1:3 1:2

-4.400% +4.400% 1:3

1:3

1:2

E x is ti

Sta. 190+00.00 R 1

Des. Grade = 783.423

Subgrade = 782.673

Orig. Grnd. = 782.010

1:3 1:31:2

-4.400% +4.400% 1:3 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet14

Sta. 190+50.00 R 1

Des. Grade = 782.577

Subgrade = 781.827

Orig. Grnd. = 781.260

1:3 1:3

-4.400% +4.400% 1:31:3

1:2

E x is ti

W <

E x is ti

W <

E x is ti

Sta. 191+00.00 R 1

Des. Grade = 781.731

Subgrade = 780.981

Orig. Grnd. = 780.416

1:3

1:2

-4.400% +4.400% 1:3 1:2

E x is ti

Sta. 191+50.00 R 1

Des. Grade = 780.885

Subgrade = 780.135

Orig. Grnd. = 779.517

1:3

1:2

-2.000% +1.699% 1:31:2

E x is ti

Sta. 192+00.00 R 1

Des. Grade = 780.038

Subgrade = 779.288

Orig. Grnd. = 778.779

1:3

1:2

-2.000% -1.399% 1:31:3

E x is ti

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet15

Sta. 192+50.00 R 1

Des. Grade = 779.192

Subgrade = 778.442

Orig. Grnd. = 778.367

1:3

1:2

-2.000% -2.000% 1:31:31:2

Riprap Ditch

E x is ti

Sta. 192+85.00 R 1

Des. Grade = 778.675

Subgrade = 777.925

Orig. Grnd. = 778.068

1:3 1:201:3

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

1:1 .5

24 inch Pipe culvert

Riprap Ditch

E x is ti

Sta. 193+00.00 R 1

Des. Grade = 778.499

Subgrade = 777.749

Orig. Grnd. = 777.940

1:3

1:2

-2.000% -2.000% 1:31:2

Riprap Ditch<

E x is ti

Sta. 193+50.00 R 1

Des. Grade = 778.111

Subgrade = 777.361

Orig. Grnd. = 777.596

1:3 1:2

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

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:18 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet16

Sta. 194+00.00 R 1

Des. Grade = 778.028

Subgrade = 777.278

Orig. Grnd. = 777.363

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

Sta. 194+50.00 R 1

Des. Grade = 778.250

Subgrade = 777.500

Orig. Grnd. = 777.273

1:3

1:2

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

E x is ti

Sta. 194+78.30 R 1

Des. Grade = 778.462

Subgrade = 777.712

Orig. Grnd. = 777.349

1:3

1:2

-1.911% -2.067% 1:3

1:2

36 inch Pipe culvert

E x is ti

W <

E x is ti

W <

E x is ti

Sta. 195+00.00 R 1

Des. Grade = 778.625

Subgrade = 777.875

Orig. Grnd. = 777.481

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

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet17

Sta. 195+50.00 R 1

Des. Grade = 779.000

Subgrade = 778.250

Orig. Grnd. = 777.832

1:3 1:20 1:3

-2.000% -2.000% 1:31:3 1:2

E x is ti

Sta. 196+00.00 R 1

Des. Grade = 779.375

Subgrade = 778.625

Orig. Grnd. = 778.271

1:3 1:3

1:2 -2.000% -2.000% 1:31:31:2

E x is ti

Sta. 196+50.00 R 1

Des. Grade = 779.558

Subgrade = 778.808

Orig. Grnd. = 778.496

1:3 1:31:2

-2.000% -2.000% 1:31:3

1:1 .5

E x is ti

Sta. 197+00.00 R 1

Des. Grade = 779.357

Subgrade = 778.607

Orig. Grnd. = 778.233

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

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet18

Sta. 197+50.00 R 1

Des. Grade = 778.964

Subgrade = 778.214

Orig. Grnd. = 777.867

1:3 1:3

-2.000% -2.000% 1:31:3

1:2

E x is ti

Sta. 198+00.00 R 1

Des. Grade = 778.571

Subgrade = 777.821

Orig. Grnd. = 777.566

1:3 1:31:2

-2.000% -2.000% 1:31:3

1:2

E x is ti

Sta. 198+50.00 R 1

Des. Grade = 778.179

Subgrade = 777.429

Orig. Grnd. = 777.342

1:3 1:2

-2.000% -2.000% 1:31:3

1:1 .5

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:19 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

810 810

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet19

Sta. 199+00.00 R 1

Des. Grade = 777.786

Subgrade = 777.036

Orig. Grnd. = 777.085

1:3

1:2

-2.000% -2.000% 1:31:3

1:1 .5

E x is ti

Sta. 199+50.00 R 1

Des. Grade = 777.423

Subgrade = 776.673

Orig. Grnd. = 776.731

1:3

1:2

-2.000% -2.000% 1:31:2

E x is ti

Sta. 200+00.00 R 1

Des. Grade = 777.272

Subgrade = 776.522

Orig. Grnd. = 776.487

1:3

1:2

-2.000% -2.000% 1:3 1:31:3

1:1 .5

E x is ti

Sta. 200+50.00 R 1

Des. Grade = 777.364

Subgrade = 776.614

Orig. Grnd. = 776.751

1:3

1:2

-2.000% -2.000% 1:3 1:31:3

1:1 .5

E x is ti

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet20

Sta. 200+58.00 R 1

Des. Grade = 777.401

Subgrade = 776.651

Orig. Grnd. = 776.792

1:3

1:2

-2.000% -2.000% 1:3 1:31:3

1:1 .5

24 inch Pipe culvert

Inlet/outlet ditch

E x is ti

Sta. 201+00.00 R 1

Des. Grade = 777.667

Subgrade = 776.917

Orig. Grnd. = 776.990

1:3 1:2

-0.843% -2.000% 1:31:31:3 1:2

E x is ti

W Sta. 201+50.00 R 1

Des. Grade = 778.000

Subgrade = 777.250

Orig. Grnd. = 777.236

1:3 1:2

+2.245% -2.245% 1:3 1:3

1:1 .5

Inlet/outlet ditch

24 inch Pipe culvert

E x is ti

Sta. 202+00.00 R 1

Des. Grade = 778.333

Subgrade = 777.583

Orig. Grnd. = 777.454

1:3

1:2

+4.200% -4.200% 1:3 1:3

1:1 .5

E x is ti

PRELIM

ARY

NOT FOR C

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet21

Sta. 202+50.00 R 1

Des. Grade = 778.667

Subgrade = 777.917

Orig. Grnd. = 777.676

1:3

1:1 .5

+2.961% -2.961% 1:31:3 1:2

E x is ti

Sta. 203+00.00 R 1

Des. Grade = 778.842

Subgrade = 778.092

Orig. Grnd. = 777.563

1:3

1:2

+1.078% -1.078% 1:31:31:2

E x is ti

Sta. 203+50.00 R 1

Des. Grade = 778.700

Subgrade = 777.950

Orig. Grnd. = 778.057

1:3 1:2

-0.804% +0.804% 1:31:3 1:1 .5

E x is ti

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

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:20 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

750 750

760 760

770 770

780 780

790 790

800 800

750 750

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet22

Sta. 203+75.00 R 1

Des. Grade = 778.550

Subgrade = 777.800

Orig. Grnd. = 777.780

1:3 1:3

-1.746% +1.746% 1:3 1:31:3

1:1 .2

E x is ti

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

Sta. 203+90.00 R 1

Des. Grade = 778.460

Subgrade = 777.710

Orig. Grnd. = 777.580

1:31:3 -2.128% +2.238% 1:3

1:31:3

1:1 .2

48 inch Pipe culvert

E x is ti

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

Sta. 204+00.00 R 1

Des. Grade = 778.400

Subgrade = 777.650

Orig. Grnd. = 777.518

1:31:3 -2.687% +2.687% 1:3

1:31:3 1:1 .2

E x is ti

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

PRELIM

ARY

NOT FOR C

750 750

760 760

770 770

780 780

790 790

800 800

750 750

760 760

770 770

780 780

790 790

800 800

750 750

760 760

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet23

Sta. 204+05.00 R 1

Des. Grade = 778.370

Subgrade = 777.620

Orig. Grnd. = 777.485

1:31:3 -2.875% +2.875% 1:3

1:31:3

1:1 .2

E x is ti

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

Sta. 204+50.00 R 1

Des. Grade = 778.100

Subgrade = 777.350

Orig. Grnd. = 777.227

1:3 1:201:3

-3.800% +3.800% 1:3 1:3 1:2

E x is ti

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

Sta. 205+00.00 R 1

Des. Grade = 777.849

Subgrade = 777.099

Orig. Grnd. = 777.143

1:31:3 -3.800% +3.800% 1:31:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

750 750

760 760

770 770

780 780

790 790

750 750

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet24

Sta. 205+50.00 R 1

Des. Grade = 777.942

Subgrade = 777.192

Orig. Grnd. = 777.318

1:31:3 -3.800% +3.800% 1:31:3

1:2

E x is ti

Sta. 205+72.00 R 1

Des. Grade = 778.108

Subgrade = 777.358

Orig. Grnd. = 777.551

1:31:3 -3.730% +3.731% 1:31:2

24 inch Pipe culvert

E x is ti

Sta. 206+00.00 R 1

Des. Grade = 778.429

Subgrade = 777.679

Orig. Grnd. = 777.868

1:31:3 -3.800% +3.800% 1:31:3

1:2

E x is ti

Sta. 206+50.00 R 1

Des. Grade = 779.259

Subgrade = 778.509

Orig. Grnd. = 778.484

1:3 1:2

-3.800% +3.800% 1:31:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:21 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet25

Sta. 207+00.00 R 1

Des. Grade = 780.139

Subgrade = 779.389

Orig. Grnd. = 779.382

1:3 1:2

-3.800% +3.800% 1:31:3 1:2

E x is ti

Sta. 207+50.00 R 1

Des. Grade = 780.984

Subgrade = 780.234

Orig. Grnd. = 780.253

1:3 1:31:2

-3.800% +3.800% 1:31:31:2

E x is ti

W <

E x is ti

W <

E x is ti

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

Sta. 207+88.62 R 1

Des. Grade = 781.400

Subgrade = 780.650

Orig. Grnd. = 780.758

1:3 1:22.41:3.4

-3.750% +3.716% 1:3 1:3.3 1:2

36 inch Pipe culvert

E x is ti

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

Sta. 208+00.00 R 1

Des. Grade = 781.473

Subgrade = 780.723

Orig. Grnd. = 780.810

1:3 1:3

1:2 -3.800% +3.800% 1:3 1:3

1:2

E x is ti

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

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet26

Sta. 208+50.00 R 1

Des. Grade = 781.529

Subgrade = 780.779

Orig. Grnd. = 780.935

1:3 1:31:2

-3.800% +3.800% 1:31:31:2

E x is ti

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

Sta. 209+00.00 R 1

Des. Grade = 781.150

Subgrade = 780.400

Orig. Grnd. = 780.610

1:3 1:3

-3.800% +3.800% 1:31:3 1:2

E x is ti

Sta. 209+50.00 R 1

Des. Grade = 780.477

Subgrade = 779.727

Orig. Grnd. = 779.958

1:3

1:2

-3.080% +3.080% 1:31:3 1:2

E x is ti

Sta. 210+00.00 R 1

Des. Grade = 779.795

Subgrade = 779.045

Orig. Grnd. = 779.263

1:3

1:2

-2.000% +2.000% 1:31:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

770 770

780 780

790 790

770 770

780 780

790 790

760 760

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet27

Sta. 210+50.00 R 1

Des. Grade = 779.114

Subgrade = 778.364

Orig. Grnd. = 778.668

1:3 1:2

-2.000% +2.000% 1:31:3 1:2

E x is ti

Sta. 211+00.00 R 1

Des. Grade = 778.478

Subgrade = 777.728

Orig. Grnd. = 777.945

1:3 1:3

-3.463% +3.463% 1:31:3 1:2

E x is ti

Sta. 211+50.00 R 1

Des. Grade = 778.162

Subgrade = 777.412

Orig. Grnd. = 777.491

1:3 1:2

-4.200% +4.200% 1:31:3 1:2

E x is ti

Sta. 212+00.00 R 1

Des. Grade = 778.212

Subgrade = 777.462

Orig. Grnd. = 777.490

1:3

1:1 .5

-4.200% +4.200% 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:22 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

770 770

780 780

790 790

800 800

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet28

Sta. 212+36.89 R 1

Des. Grade = 778.474

Subgrade = 777.724

Orig. Grnd. = 777.650

1:3

1:1 .5

-3.267% +3.267% 1:31:2

24 inch Pipe culvert

E x is ti

Sta. 212+50.00 R 1

Des. Grade = 778.583

Subgrade = 777.833

Orig. Grnd. = 777.708

1:3

1:1 .5

-2.452% +2.452% 1:31:2

E x is ti

W Sta. 213+00.00 R 1

Des. Grade = 779.000

Subgrade = 778.250

Orig. Grnd. = 777.932

1:3

1:2

+0.657% -0.657% 1:31:31:2

E x is ti

Sta. 213+50.00 R 1

Des. Grade = 779.417

Subgrade = 778.667

Orig. Grnd. = 778.379

1:3

1:2

+3.765% -3.765% 1:3 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet29

Sta. 214+00.00 R 1

Des. Grade = 779.833

Subgrade = 779.083

Orig. Grnd. = 778.828

1:3

1:2

+5.200% -5.200% 1:3 1:3 1:2

E x is ti

Sta. 214+26.17 R 1

Des. Grade = 780.003

Subgrade = 779.253

Orig. Grnd. = 779.084

1:3

1:2

+4.194% -4.231% 1:3 1:4 1:2

24 inch Pipe culvert

E x is ti

Sta. 214+50.00 R 1

Des. Grade = 780.074

Subgrade = 779.324

Orig. Grnd. = 779.018

1:3

1:1 .5

+5.200% -5.200% 1:3 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet30

Sta. 215+00.00 R 1

Des. Grade = 779.964

Subgrade = 779.214

Orig. Grnd. = 779.038

1:3

1:1 .5

+2.717% -2.717% 1:31:3

E x is ti

Sta. 215+50.00 R 1

Des. Grade = 779.679

Subgrade = 778.929

Orig. Grnd. = 779.070

1:3

1:1 .5

+2.000% -2.000% 1:31:31:2

E x is ti

Sta. 216+00.00 R 1

Des. Grade = 779.445

Subgrade = 778.695

Orig. Grnd. = 778.946

1:3 1:2

+2.000% -2.000% 1:31:3

1:1 .5

E x is ti

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

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:23 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet31

Sta. 216+50.00 R 1

Des. Grade = 779.580

Subgrade = 778.830

Orig. Grnd. = 779.075

1:3 1:2

+2.000% -2.000% 1:3 1:3

1:1 .5

E x is ti

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

Sta. 217+00.00 R 1

Des. Grade = 780.083

Subgrade = 779.333

Orig. Grnd. = 779.612

1:3

1:1 .5

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

E x is ti

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

Sta. 217+06.89 R 1

Des. Grade = 780.160

Subgrade = 779.410

Orig. Grnd. = 779.703

1:3

1:1 .5

+1.798% -1.798% 1:3 1:2

24 inch Pipe culvert

E x is ti

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

Sta. 217+50.00 R 1

Des. Grade = 780.639

Subgrade = 779.889

Orig. Grnd. = 780.138

1:3

1:2

+4.586% -4.586% 1:3 1:3

1:2

E x is ti

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

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:23 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

810 810

820 820

760 760

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet32

Sta. 218+00.00 R 1

Des. Grade = 781.153

Subgrade = 780.403

Orig. Grnd. = 780.470

1:3 1:2

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

1:1 .5

E x is ti

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

Sta. 218+50.00 R 1

Des. Grade = 781.381

Subgrade = 780.631

Orig. Grnd. = 780.571

1:3 1:2

+4.191% -4.191% 1:3 1:3

1:1 .5

E x is ti

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

Sta. 219+00.00 R 1

Des. Grade = 781.280

Subgrade = 780.530

Orig. Grnd. = 780.327

1:3 1:3

+1.138% -1.138% 1:3 1:2

E x is ti

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

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:24 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

760 760

770 770

780 780

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet33

Sta. 219+50.00 R 1

Des. Grade = 780.893

Subgrade = 780.143

Orig. Grnd. = 779.805

1:3

1:1 .5

-1.915% +1.915% 1:31:3

E x is ti

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

Sta. 220+00.00 R 1

Des. Grade = 780.507

Subgrade = 779.757

Orig. Grnd. = 779.502

1:3

1:1 .5

-4.600% +4.600% 1:31:3

E x is ti

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

Sta. 220+50.00 R 1

Des. Grade = 780.417

Subgrade = 779.667

Orig. Grnd. = 779.749

1:3

1:1 .5

-4.190% +4.190% 1:31:3<

E x is ti

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

PRELIM

ARY

NOT FOR C

File details come from the government source that posted it. Updated Nov 14, 2017.