WA_PFH_29-1(1)_Prelim_XS_Sheets_67-100.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

From the source

Prelim XS - 3 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_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_1-33.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 07:35 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet67

Sta. 243+50.00 R 1

Des. Grade = 779.221

Subgrade = 778.471

Orig. Grnd. = 776.554

-2.000% 1:3

1:3

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

E x is ti n g

E x is ti

Sta. 243+65.08 R 1

Des. Grade = 779.503

Subgrade = 778.753

Orig. Grnd. = 776.825

-2.000% 1:3

1:2

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

E x is ti

Sta. 243+78.94 R 1

Des. Grade = 779.746

Subgrade = 778.996

Orig. Grnd. = 777.072

-2.000% 1:3

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

1:2<

E x is ti

Sta. 244+00.00 R 1

Des. Grade = 780.089

Subgrade = 779.339

Orig. Grnd. = 777.422

1:3 1:31:2

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

E x is ti

Sta. 244+50.00 R 1

Des. Grade = 780.773

Subgrade = 780.023

Orig. Grnd. = 778.152

1:3 1:31:2

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

E x is ti

PRELIM

ARY

NOT FOR C

ONSTRUCTIO

02-Oct-2013 07:35 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet68

Sta. 245+00.00 R 1

Des. Grade = 781.364

Subgrade = 780.614

Orig. Grnd. = 778.868

1:3 1:2

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

E x is ti

Sta. 245+50.00 R 1

Des. Grade = 782.008

Subgrade = 781.258

Orig. Grnd. = 779.607

1:3

1:2

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

E x is ti

Sta. 246+00.00 R 1

Des. Grade = 783.030

Subgrade = 782.280

Orig. Grnd. = 780.397

1:3

1:2

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

E x is ti

Sta. 246+50.00 R 1

Des. Grade = 784.429

Subgrade = 783.679

Orig. Grnd. = 781.446

1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:36 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

780 780

790 790

800 800

Federal Highway Administration

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

Mainline Cross Sections Sheet69

Sta. 247+00.00 R 1

Des. Grade = 785.881

Subgrade = 785.131

Orig. Grnd. = 782.580

1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 247+50.00 R 1

Des. Grade = 787.333

Subgrade = 786.583

Orig. Grnd. = 783.953

1:3

1:2

-2.000% -2.000% 1:3

1:2

Inlet/outlet ditch

24 inch Pipe culvert

E x is ti

Sta. 248+00.00 R 1

Des. Grade = 788.786

Subgrade = 788.036

Orig. Grnd. = 785.345

1:3

1:2

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

E x is ti

Sta. 248+50.00 R 1

Des. Grade = 790.238

Subgrade = 789.488

Orig. Grnd. = 786.572

1:3

1:2

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

Riprap Ditch

E x is ti

Sta. 249+00.00 R 1

Des. Grade = 791.665

Subgrade = 790.915

Orig. Grnd. = 787.625

1:3 1:31:2

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

Riprap Ditch

E x is ti

PRELIM

ARY

NOT FOR C

780 780

790 790

800 800

810 810

790 790

800 800

810 810

790 790

800 800

810 810

790 790

800 800

810 810

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet70

Sta. 249+50.00 R 1

Des. Grade = 793.040

Subgrade = 792.290

Orig. Grnd. = 788.616

1:3 1:2

-2.000% -2.000% 1:31:31:1 .5

E x is ti

Sta. 250+00.00 R 1

Des. Grade = 794.364

Subgrade = 793.614

Orig. Grnd. = 789.836

1:3 1:2

-2.000% -2.000% 1:31:3 1:1 .5

E x is ti

Sta. 250+50.00 R 1

Des. Grade = 795.636

Subgrade = 794.886

Orig. Grnd. = 791.307

1:3

1:2

-2.000% -2.000% 1:31:31:1 .5

E x is ti

Sta. 251+00.00 R 1

Des. Grade = 796.856

Subgrade = 796.106

Orig. Grnd. = 792.737

1:3 1:3

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

1:1 .5

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

790 790

800 800

810 810

820 820

790 790

800 800

810 810

820 820

790 790

800 800

810 810

Federal Highway Administration

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

Mainline Cross Sections Sheet71

Sta. 251+50.00 R 1

Des. Grade = 798.026

Subgrade = 797.276

Orig. Grnd. = 793.977

1:3 1:3

1:1.5 -2.000% -2.000% 1:31:3 1:1 .5

E x is ti

Sta. 252+00.00 R 1

Des. Grade = 799.143

Subgrade = 798.393

Orig. Grnd. = 794.944

1:3

1:1.5 -2.000% -2.000% 1:3

1:3 1:1 .5

Inlet/outlet ditch

24 inch Pipe culvert

E x is ti

Sta. 252+50.00 R 1

Des. Grade = 800.210

Subgrade = 799.460

Orig. Grnd. = 795.873

1:3

1:2

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

1:1 .5

E x is ti

Sta. 253+00.00 R 1

Des. Grade = 801.224

Subgrade = 800.474

Orig. Grnd. = 796.857

1:3 1:2

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

Riprap Ditch

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:37 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

790 790

800 800

810 810

820 820

800 800

810 810

820 820

800 800

810 810

820 820

830 830

800 800

810 810

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet72

Sta. 253+50.00 R 1

Des. Grade = 802.188

Subgrade = 801.438

Orig. Grnd. = 797.832

1:3 1:3

1:2 -2.000% -2.000% 1:31:3 1:1 .5

Riprap Ditch

E x is ti

Sta. 254+00.00 R 1

Des. Grade = 803.125

Subgrade = 802.375

Orig. Grnd. = 798.794

1:3 1:3

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

1:1 .5

E x is ti

Sta. 254+50.00 R 1

Des. Grade = 804.063

Subgrade = 803.313

Orig. Grnd. = 799.841

1:3 1:3

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

1:1 .5

E x is ti

Sta. 255+00.00 R 1

Des. Grade = 805.000

Subgrade = 804.250

Orig. Grnd. = 801.066

1:3 1:3

1:1.5 -2.000% -2.000% 1:31:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

800 800

810 810

820 820

800 800

810 810

820 820

830 830

800 800

810 810

820 820

830 830

800 800

810 810

820 820

830 830

Federal Highway Administration

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

Mainline Cross Sections Sheet73

Sta. 255+50.00 R 1

Des. Grade = 805.938

Subgrade = 805.188

Orig. Grnd. = 802.250

1:3

1:2

-2.000% -2.000% 1:31:3

1:1 .5

Riprap Ditch

E x is ti

Sta. 256+00.00 R 1

Des. Grade = 806.875

Subgrade = 806.125

Orig. Grnd. = 803.101

1:3 1:3

1:1.5

-0.819% -2.000% 1:31:3

1:1 .5

Riprap Ditch

E x is ti

Sta. 256+50.00 R 1

Des. Grade = 807.582

Subgrade = 806.832

Orig. Grnd. = 803.731

1:3 1:3

1:1.5

+2.267% -2.267% 1:31:3

1:1 .5

E x is ti

Sta. 257+00.00 R 1

Des. Grade = 807.827

Subgrade = 807.077

Orig. Grnd. = 804.125

1:3 1:3

1:1.5

+5.000% -5.000% 1:3 1:3

1:1 .5

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

790 790

800 800

810 810

820 820

830 830

800 800

810 810

820 820

830 830

790 790

800 800

810 810

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet74

Sta. 257+50.00 R 1

Des. Grade = 807.610

Subgrade = 806.860

Orig. Grnd. = 804.133

1:3 1:3

1:2

+5.000% -5.000% 1:3 1:3

1:1 .5

Riprap Ditch

E x is ti

Sta. 258+00.00 R 1

Des. Grade = 806.932

Subgrade = 806.182

Orig. Grnd. = 803.601

1:3

1:2

+5.000% -5.000% 1:3 1:2

Riprap Ditch

E x is ti

Sta. 258+50.00 R 1

Des. Grade = 806.023

Subgrade = 805.273

Orig. Grnd. = 802.902

1:3

1:2

+5.000% -5.000% 1:3 1:2

E x is ti

Sta. 259+00.00 R 1

Des. Grade = 805.174

Subgrade = 804.424

Orig. Grnd. = 802.704

1:3

1:2

+2.190% -2.190% 1:3

1:31:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:38 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

790 790

800 800

810 810

820 820

790 790

800 800

810 810

820 820

790 790

800 800

810 810

820 820

800 800

810 810

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet75

Sta. 259+13.72 R 1

Des. Grade = 805.010

Subgrade = 804.260

Orig. Grnd. = 802.673

1:3

1:2

+2.114% -2.111% 1:3

1:31:3 1:2

60 inch Pipe culvert

E x is ti

Sta. 259+50.00 R 1

Des. Grade = 804.752

Subgrade = 804.002

Orig. Grnd. = 802.589

1:3

1:2

+2.000% -2.000% 1:3

1:31:3 1:2

E x is ti

Sta. 260+00.00 R 1

Des. Grade = 804.817

Subgrade = 804.067

Orig. Grnd. = 802.670

1:3

1:2

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

E x is ti

Sta. 260+50.00 R 1

Des. Grade = 805.369

Subgrade = 804.619

Orig. Grnd. = 803.371

1:3

1:2

+3.545% -3.545% 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:38 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

800 800

810 810

820 820

800 800

810 810

820 820

830 830

800 800

810 810

820 820

830 830

790 790

800 800

810 810

820 820

830 830

Federal Highway Administration

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

Mainline Cross Sections Sheet76

Sta. 261+00.00 R 1

Des. Grade = 806.346

Subgrade = 805.596

Orig. Grnd. = 804.252

1:3

1:2

+4.600% -4.600% 1:3 1:2

Riprap Ditch

E x is ti

Sta. 261+50.00 R 1

Des. Grade = 807.385

Subgrade = 806.635

Orig. Grnd. = 805.365

1:3 1:2

+4.600% -4.600% 1:3 1:3 1:1 .5

Riprap Ditch

E x is ti

Sta. 262+00.00 R 1

Des. Grade = 808.423

Subgrade = 807.673

Orig. Grnd. = 806.636

1:3

1:2 +4.600% -4.600% 1:3 1:31:2

E x is ti

Sta. 262+50.00 R 1

Des. Grade = 809.046

Subgrade = 808.296

Orig. Grnd. = 807.564

1:3 1:2

+4.600% -4.600% 1:3 1:3 1:1 .5

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:39 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

790 790

800 800

810 810

820 820

830 830

790 790

800 800

810 810

820 820

830 830

790 790

800 800

810 810

820 820

790 790

800 800

810 810

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet77

Sta. 263+00.00 R 1

Des. Grade = 808.838

Subgrade = 808.088

Orig. Grnd. = 807.596

1:3 1:3

1:1.5 +3.218% -3.218% 1:31:3

1:1 .5

E x is ti

Sta. 263+50.00 R 1

Des. Grade = 807.799

Subgrade = 807.049

Orig. Grnd. = 806.111

1:3 1:3

1:1.5 +1.013% -1.013% 1:31:1.5

E x is ti

Sta. 264+00.00 R 1

Des. Grade = 805.929

Subgrade = 805.179

Orig. Grnd. = 803.954

1:3 1:3

1:1.5 -1.192% +1.192% 1:3 1:2

E x is ti

Sta. 264+50.00 R 1

Des. Grade = 803.643

Subgrade = 802.893

Orig. Grnd. = 801.861

1:3 1:3

1:1.5 -2.800% +2.800% 1:3 1:2

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

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 Sheet78

60 inch Pipe culvert

Sta. 264+97.04 R 1

Des. Grade = 801.492

Subgrade = 800.742

Orig. Grnd. = 799.924

1:3 1:3.8

-4.990% +4.985% 1:31:2.5 inlet/outlet ditch inlet/outlet ditch

E x is ti

Sta. 265+00.00 R 1

Des. Grade = 801.357

Subgrade = 800.607

Orig. Grnd. = 799.797

1:3 1:31:2

-2.800% +2.800% 1:31:2

E x is ti

Sta. 265+50.00 R 1

Des. Grade = 799.304

Subgrade = 798.554

Orig. Grnd. = 797.716

1:3 1:31:2

-2.800% +2.800% 1:31:2

E x is ti

Sta. 266+00.00 R 1

Des. Grade = 797.714

Subgrade = 796.964

Orig. Grnd. = 796.434

1:3 1:2

-2.800% +2.800% 1:3 1:20

1:3

E x is ti

W <

E x is ti

W <

E x is ti

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 Sheet79

Sta. 266+50.00 R 1

Des. Grade = 796.589

Subgrade = 795.839

Orig. Grnd. = 795.588

1:3 1:3

-2.800% +2.800% 1:31:3

E x is ti

Sta. 267+00.00 R 1

Des. Grade = 795.929

Subgrade = 795.179

Orig. Grnd. = 795.047

1:3 1:3

-2.800% +2.800% 1:31:2

E x is ti

Sta. 267+50.00 R 1

Des. Grade = 795.732

Subgrade = 794.982

Orig. Grnd. = 795.006

1:31:3 -2.000% +0.420% 1:31:3

E x is ti

Sta. 268+00.00 R 1

Des. Grade = 796.000

Subgrade = 795.250

Orig. Grnd. = 795.494

1:3 1:31:2

-2.000% -2.000% 1:31:3

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:40 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 Sheet80

Sta. 268+17.13 R 1

Des. Grade = 796.171

Subgrade = 795.421

Orig. Grnd. = 795.625

1:31:3 -1.937% -2.056% 1:3

1:2

36 inch Pipe culvert

E x is ti

Sta. 268+50.00 R 1

Des. Grade = 796.500

Subgrade = 795.750

Orig. Grnd. = 795.875

1:3 1:201:3

-2.000% -2.000% 1:31:2

E x is ti

Sta. 268+96.12 R 1

Des. Grade = 796.961

Subgrade = 796.211

Orig. Grnd. = 796.245

1:3 1:1 .5

-2.000% -2.000% 1:3

1:2 inlet/outlet ditch

24 inch Pipe culvert

E x is ti

Sta. 269+00.00 R 1

Des. Grade = 797.000

Subgrade = 796.250

Orig. Grnd. = 796.291

1:3 1:1 .5

-2.000% -2.000% 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

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

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet81

Sta. 269+04.26 R 1

Des. Grade = 797.043

Subgrade = 796.293

Orig. Grnd. = 796.328

1:3 1:1 .5

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 269+50.00 R 1

Des. Grade = 797.500

Subgrade = 796.750

Orig. Grnd. = 796.746

-2.000% 1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 269+56.24 R 1

Des. Grade = 797.564

Subgrade = 796.814

Orig. Grnd. = 796.811

-2.000% 1:3

1:2

-2.000% -2.000% 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

780 780

790 790

800 800

810 810

820 820

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

780 780

790 790

800 800

810 810

820 820

Federal Highway Administration

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

Mainline Cross Sections Sheet82

Sta. 269+67.93 R 1

Des. Grade = 797.695

Subgrade = 796.945

Orig. Grnd. = 796.936

-2.000% 1:1 .5

1:1 .5

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 269+92.98 R 1

Des. Grade = 798.022

Subgrade = 797.272

Orig. Grnd. = 797.274

1:1 .5

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 270+00.00 R 1

Des. Grade = 798.125

Subgrade = 797.375

Orig. Grnd. = 797.417

1:1 .5

-2.000% -2.000% 1:3

1:2

E x is ti

Sta. 270+50.00 R 1

Des. Grade = 799.000

Subgrade = 798.250

Orig. Grnd. = 798.442

1:1 .5

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

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:41 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

780 780

790 790

800 800

810 810

820 820

780 780

790 790

800 800

810 810

820 820

830 830

780 780

790 790

800 800

810 810

820 820

830 830

Federal Highway Administration

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

Mainline Cross Sections Sheet83

Sta. 271+00.00 R 1

Des. Grade = 800.000

Subgrade = 799.250

Orig. Grnd. = 799.565

1:1 .5

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

E x is ti

Sta. 271+50.00 R 1

Des. Grade = 801.000

Subgrade = 800.250

Orig. Grnd. = 800.495

1:1 .5

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

E x is ti

Sta. 272+00.00 R 1

Des. Grade = 801.938

Subgrade = 801.188

Orig. Grnd. = 801.272

1:1 .5

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

1:3 1:2

24 inch Pipe culvert

E x is ti

PRELIM

ARY

NOT FOR C

780 780

790 790

800 800

810 810

820 820

830 830

840 840

780 780

790 790

800 800

810 810

820 820

830 830

840 840

Federal Highway Administration

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

Mainline Cross Sections Sheet84

Sta. 272+50.00 R 1

Des. Grade = 802.750

Subgrade = 802.000

Orig. Grnd. = 801.959

1:1 .5

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

1:1 .6

E x is ti

Sta. 273+00.00 R 1

Des. Grade = 803.500

Subgrade = 802.750

Orig. Grnd. = 802.741

1:1 .5

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

1:1

E x is ti

PRELIM

ARY

NOT FOR C

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

870 870

780 780

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 Sheet85

Sta. 273+50.00 R 1

Des. Grade = 804.438

Subgrade = 803.688

Orig. Grnd. = 803.560

1:1 .5

1:1

-2.000% -2.000% 1:4 1:4

E x is ti

Sta. 274+00.00 R 1

Des. Grade = 805.750

Subgrade = 805.000

Orig. Grnd. = 805.108

1:1 .5

-2.000% -0.177% 1:4 1:4

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:42 AM ...\wf02901xa01_layout2.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

Federal Highway Administration

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

Mainline Cross Sections Sheet86

Sta. 274+50.00 R 1

Des. Grade = 807.250

Subgrade = 806.500

Orig. Grnd. = 807.369

1:1 .5

1:3 -2.914% +2.914% 1:20.3

E x is ti

Sta. 274+68.00 R 1

Des. Grade = 807.790

Subgrade = 807.040

Orig. Grnd. = 807.980

1:1 .5

1:201:3 -3.400% +3.400% 1:4

24 inch Pipe culvert

Inlet type 7B

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

790 790

800 800

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 Sheet87

Sta. 275+00.00 R 1

Des. Grade = 808.750

Subgrade = 808.000

Orig. Grnd. = 808.711

1:1 .5

1:3 -3.400% +3.400% 1:20.2

E x is ti

Sta. 275+50.00 R 1

Des. Grade = 810.241

Subgrade = 809.491

Orig. Grnd. = 809.822

1:1 .5

1:20 1:3 -3.400% +3.400% 1:20.1

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

790 790

800 800

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 Sheet88

Sta. 276+00.00 R 1

Des. Grade = 811.428

Subgrade = 810.678

Orig. Grnd. = 810.958

1:1 .5

1:201:3 -3.400% +3.400% 1:20

E x is ti

Sta. 276+50.00 R 1

Des. Grade = 812.175

Subgrade = 811.425

Orig. Grnd. = 811.832

1:1 .5

1:201:3 -3.400% +3.400%

1:20

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:43 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

790 790

800 800

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 Sheet89

Sta. 276+76.00 R 1

Des. Grade = 812.490

Subgrade = 811.740

Orig. Grnd. = 812.157

1:1 .5

1:20 1:3 -3.400% +3.400% 1:4

24 inch Pipe culvert

Inlet type 7B

E x is ti

Sta. 277+00.00 R 1

Des. Grade = 812.780

Subgrade = 812.030

Orig. Grnd. = 812.526

1:1 .5

1:201:3 -3.400% +3.400% 1:20

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

790 790

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 Sheet90

Sta. 277+50.00 R 1

Des. Grade = 813.384

Subgrade = 812.634

Orig. Grnd. = 813.177

1:1 .5

-3.400% +3.400% 1:20

E x is ti

Sta. 278+00.00 R 1

Des. Grade = 813.989

Subgrade = 813.239

Orig. Grnd. = 813.921

1:1 .5

1:201:3 -3.400% +3.400% 1:20.1

E x is ti

PRELIM

ARY

NOT FOR C

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

790 790

800 800

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 Sheet91

Sta. 278+50.00 R 1

Des. Grade = 814.593

Subgrade = 813.843

Orig. Grnd. = 814.707

1:1 .5

1:201:3 -3.400% +3.400% 1:20.1

E x is ti

Sta. 279+00.00 R 1

Des. Grade = 815.233

Subgrade = 814.483

Orig. Grnd. = 815.146

1:1 .5

1:1

-3.400% +3.400% 1:3 1:3

1:2

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:44 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

790 790

800 800

810 810

820 820

830 830

840 840

790 790

800 800

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 Sheet92

Sta. 279+18.39 R 1

Des. Grade = 815.526

Subgrade = 814.776

Orig. Grnd. = 815.214

1:1 .5

1:1

-3.435% +3.434% 1:3

1:2

48 inch Pipe culvert

E x is ti

Sta. 279+50.00 R 1

Des. Grade = 816.118

Subgrade = 815.368

Orig. Grnd. = 815.530

1:1 .5

1:3 -3.236% +3.236% 1:4

1:4

E x is ti

PRELIM

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

900 900

Federal Highway Administration

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

Mainline Cross Sections Sheet93

Sta. 280+00.00 R 1

Des. Grade = 817.250

Subgrade = 816.500

Orig. Grnd. = 816.963

1:1 .5

1:2 -0.335% +0.335% 1:4

1:4

E x is ti

Sta. 280+50.00 R 1

Des. Grade = 818.417

Subgrade = 817.667

Orig. Grnd. = 818.383

1:1 .5

1:1 +2.567% -2.567% 1:4

1:4 :1

E x is ti

PRELIM

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

900 900

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

870 870

880 880

890 890

900 900

Federal Highway Administration

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

Mainline Cross Sections Sheet94

Sta. 281+00.00 R 1

Des. Grade = 819.583

Subgrade = 818.833

Orig. Grnd. = 819.534

1:1 .5

1:3 +5.468% -5.468% 1:4

1:4

E x is ti

Sta. 281+50.00 R 1

Des. Grade = 820.536

Subgrade = 819.786

Orig. Grnd. = 821.098

1:1 .5

1:20 1:3 +6.000% -6.000% 1:4

1:4

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:45 AM ...\wf02901xa01_layout2.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

900 900

790 790

800 800

810 810

820 820

830 830

840 840

850 850

860 860

870 870

880 880

890 890

900 900

Federal Highway Administration

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

Mainline Cross Sections Sheet95

Sta. 281+90.00 R 1

Des. Grade = 820.991

Subgrade = 820.241

Orig. Grnd. = 821.731

+4.484% -4.484% 1:4 1:4

E x is ti

Sta. 282+00.00 R 1

Des. Grade = 821.063

Subgrade = 820.313

Orig. Grnd. = 821.699

+3.862% -3.862% 1:4 1:4

E x is ti

PRELIM

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

900 900

910 910

Federal Highway Administration

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

Mainline Cross Sections Sheet96

Sta. 282+50.00 R 1

Des. Grade = 821.375

Subgrade = 820.625

Orig. Grnd. = 820.399

+0.754% -0.754% 1:20.5

E x is ti

Sta. 283+00.00 R 1

Des. Grade = 821.907

Subgrade = 821.157

Orig. Grnd. = 819.863

-2.355% +2.355% 1:20.5

E x is ti

PRELIM

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

900 900

910 910

Federal Highway Administration

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

Mainline Cross Sections Sheet97

Sta. 283+50.00 R 1

Des. Grade = 822.879

Subgrade = 822.129

Orig. Grnd. = 820.997

-5.464% +5.464% 1:20.3

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:46 AM ...\wf02901xa01_layout2.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

900 900

910 910

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 Sheet98

Sta. 284+00.00 R 1

Des. Grade = 824.291

Subgrade = 823.541

Orig. Grnd. = 823.392

-6.000% +6.000% 1:20

E x is ti

Sta. 284+50.00 R 1

Des. Grade = 826.143

Subgrade = 825.393

Orig. Grnd. = 826.868

-2.975% +2.975% 1:20.6

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:46 AM ...\wf02901xa01_layout2.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

890 890

Federal Highway Administration

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

Mainline Cross Sections Sheet99

24 inch Pipe culvert

Sta. 285+00.00 R 1

Des. Grade = 827.855

Subgrade = 827.105

Orig. Grnd. = 828.730

+0.782% -0.782% 1:4 1:3

E x is ti

Sta. 285+10.00 R 1

Des. Grade = 828.111

Subgrade = 827.361

Orig. Grnd. = 828.928

+1.534% -1.534% 1:4 1:4

E x is ti

PRELIM

ARY

NOT FOR C

02-Oct-2013 07:47 AM ...\wf02901xa01_layout2.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 Sheet100

Sta. 285+14.74 R 1

Des. Grade = 828.223

Subgrade = 827.473

Orig. Grnd. = 829.023

+1.890% -1.890% 1:4 1:4

E x is ti

Sta. 285+50.00 R 1

Des. Grade = 828.849

Subgrade = 828.099

Orig. Grnd. = 829.471

1:1 .5

1:201:3 +4.540% -4.540% 1:4

1:4

E x is ti

PRELIM

ARY

NOT FOR C

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