WA_PFH_29-1(1)_Prelim_XS_Sheets_34-66.pdf

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WA PFH 29-1(1), MIDDLE FORK SNOQUALMIE RIVER ROAD
Solicitation number
DTFH70-13-B-00015
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Prelim XS - 2 of 11

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A002_Snoqualmie.pdf PDF
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http //www.wfl.fhwa.dot.gov/contracting/construction/plans/middlefork/ —
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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 07:24 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

800 800

810 810

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 Sheet34

Sta. 220+58.86 R 1

Des. Grade = 780.437

Subgrade = 779.687

Orig. Grnd. = 779.813

CL

1:3

1:1 .5

-3.732% +3.470% 1:3 1:20.6

1:3.1

36 inch Pipe culvert

E x is ti n g

R

W

E x is ti

W

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

Sta. 221+00.00 R 1

Des. Grade = 780.625

Subgrade = 779.875

Orig. Grnd. = 780.013

CL

1:3 1:31:2

-1.084% +1.084% 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. 221+10.00 R 1

Des. Grade = 780.664

Subgrade = 779.914

Orig. Grnd. = 780.002

CL

1:3 1:31:2

-0.463% +0.463% 1:31:3 1:2

El.= 795.00

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 07:24 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

800 800

810 810

820 820

760 760

770 770

780 780

790 790

800 800

810 810

820 820

760 760

770 770

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 Sheet35

El.= 795.00

Sta. 221+50.00 R 1

Des. Grade = 780.594

Subgrade = 779.844

Orig. Grnd. = 779.760

CL

1:3 1:2

+2.022% -2.022% 1:3 1:3

1:1 .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. 221+80.00 R 1

Des. Grade = 780.305

Subgrade = 779.555

Orig. Grnd. = 779.629

CL

1:3 1:2

+3.886% -3.886% 1:31:3

El.= 795.00

E x is ti

W

E x is ti

W

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

Sta. 222+00.00 R 1

Des. Grade = 780.000

Subgrade = 779.250

Orig. Grnd. = 779.033

CL

1:3 1:31:2

+5.128% -5.128% 1:3 1:20

1:3<

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

02-Oct-2013 07:25 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

750 750

760 760

770 770

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 Sheet36

Sta. 222+50.00 R 1

Des. Grade = 778.844

Subgrade = 778.094

Orig. Grnd. = 777.692

CL

1:3 1:3

1:2 +6.000% -6.000% 1:3 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. 223+00.00 R 1

Des. Grade = 777.406

Subgrade = 776.656

Orig. Grnd. = 776.434

CL

1:3

1:1 .5

+3.478% -3.478% 1:31:31:2

E x is ti

W

E x is ti

W

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

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

750 750

760 760

770 770

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 Sheet37

Sta. 223+50.00 R 1

Des. Grade = 776.159

Subgrade = 775.409

Orig. Grnd. = 775.310

CL

1:3

1:1 .5

+0.546% -0.546% 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

Sta. 224+00.00 R 1

Des. Grade = 775.294

Subgrade = 774.544

Orig. Grnd. = 774.601

CL

1:3 1:2

-2.387% +2.387% 1:31:31:2

E x is ti

W

E x is ti

W

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

PRELIM

IN

ARY

NOT FOR C

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

750 750

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 Sheet38

Sta. 224+50.00 R 1

Des. Grade = 774.809

Subgrade = 774.059

Orig. Grnd. = 773.845

CL

1:3 1:201:3

-5.319% +5.319% 1:31:31:3 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. 224+83.41 R 1

Des. Grade = 774.613

Subgrade = 773.863

Orig. Grnd. = 773.507

CL

1:3 1:201:3

-5.911% +5.867% 1:3 1:31:3 1:2

36 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

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:26 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

810 810

740 740

750 750

760 760

770 770

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 Sheet39

Sta. 225+00.00 R 1

Des. Grade = 774.516

Subgrade = 773.766

Orig. Grnd. = 773.462

CL

1:3 1:201:3

-5.060% +5.060% 1:3 1:31:3

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. 225+50.00 R 1

Des. Grade = 774.222

Subgrade = 773.472

Orig. Grnd. = 773.375

CL

1:3 1:201:3

-2.455% +2.455% 1:31:3 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

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

740 740

750 750

760 760

770 770

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 Sheet40

Sta. 226+00.00 R 1

Des. Grade = 773.928

Subgrade = 773.178

Orig. Grnd. = 773.163

CL

1:31:3 +0.150% -0.150%

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. 226+50.00 R 1

Des. Grade = 773.634

Subgrade = 772.884

Orig. Grnd. = 773.191

CL

1:31:3 +2.755% -2.755%

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

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

740 740

750 750

760 760

770 770

780 780

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 Sheet41

Sta. 227+00.00 R 1

Des. Grade = 773.341

Subgrade = 772.591

Orig. Grnd. = 773.300

CL

1:3 1:1 .5

+5.361% -5.361% 1:20

E x is ti

W

E x is ti

W

Sta. 227+38.50 R 1

Des. Grade = 773.109

Subgrade = 772.359

Orig. Grnd. = 773.096

CL

1:31:3 +6.000% -6.000%

1:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:27 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

740 740

750 750

760 760

770 770

780 780

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 Sheet42

Sta. 227+50.00 R 1

Des. Grade = 773.027

Subgrade = 772.277

Orig. Grnd. = 772.969

CL

+6.000%1:3 1:3

+6.000% -6.000%

1:1

E x is ti

W

E x is ti

W

Sta. 227+90.50 R 1

Des. Grade = 772.671

Subgrade = 771.921

Orig. Grnd. = 772.325

CL

+5.546%1:3 1:2

+5.546% -5.546% 1.

:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

740 740

750 750

760 760

770 770

780 780

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 Sheet43

Sta. 228+00.00 R 1

Des. Grade = 772.573

Subgrade = 771.823

Orig. Grnd. = 772.179

CL

+4.951%1:3 1:2

+4.951% -4.951% 1.

:1

E x is ti

W

E x is ti

W

Sta. 228+02.19 R 1

Des. Grade = 772.549

Subgrade = 771.799

Orig. Grnd. = 772.142

CL

+4.814% 1:1 .5

1:2 +4.814% -4.814% 1.

:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

740 740

750 750

760 760

770 770

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 Sheet44

Sta. 228+26.63 R 1

Des. Grade = 772.266

Subgrade = 771.516

Orig. Grnd. = 771.751

CL

1:1 .5

1:31:2 +3.284% -3.284% 1:1

.1

E x is ti

W

E x is ti

W

Sta. 228+50.00 R 1

Des. Grade = 771.979

Subgrade = 771.229

Orig. Grnd. = 771.531

CL

1:1 .5

1:20 1:3 +1.822% -1.822% 1:21.9

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:28 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

740 740

750 750

760 760

770 770

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 Sheet45

Sta. 228+75.00 R 1

Des. Grade = 771.671

Subgrade = 770.921

Orig. Grnd. = 771.219

CL

1:1 .5 +0.257% -0.257% 1:21.9

1:1

E x is ti

W

E x is ti

W

Sta. 229+00.00 R 1

Des. Grade = 771.402

Subgrade = 770.652

Orig. Grnd. = 771.008

CL

1:1 .5

1:20 1:3 -1.307% +1.307% 1:21.9

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

740 740

750 750

760 760

770 770

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 Sheet46

Sta. 229+50.00 R 1

Des. Grade = 771.093

Subgrade = 770.343

Orig. Grnd. = 771.382

CL

1:1 .5

1:3 -4.437% +4.437% 1:31:2

E x is ti

W

E x is ti

W

36 inch Pipe culvert

Sta. 229+65.26 R 1

Des. Grade = 771.059

Subgrade = 770.309

Orig. Grnd. = 771.568

CL

1:1 .5

1:1

-5.403% +5.384% 1:3

1:6 1:3

Manhole, with debris cage

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

740 740

750 750

760 760

770 770

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 Sheet47

Sta. 229+75.00 R 1

Des. Grade = 771.052

Subgrade = 770.302

Orig. Grnd. = 771.639

CL

1:1 .5

1:1

-6.000% +6.000% 1:3

1:6 1:4.6

Sta. 230+00.00 R 1

Des. Grade = 771.088

Subgrade = 770.338

Orig. Grnd. = 771.738

CL

1:1 .5

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

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:29 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

740 740

750 750

760 760

770 770

780 780

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 Sheet48

Sta. 230+50.00 R 1

Des. Grade = 771.350

Subgrade = 770.600

Orig. Grnd. = 771.374

CL

1:1 .5

:1

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

Sta. 231+00.00 R 1

Des. Grade = 771.650

Subgrade = 770.900

Orig. Grnd. = 771.053

CL

1:1 .5

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

1:2

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

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 Sheet49

Sta. 231+50.00 R 1

Des. Grade = 771.950

Subgrade = 771.200

Orig. Grnd. = 771.217

CL

1:1 .5

1:3 -3.166% +3.166% 1:31:32

:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

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 Sheet50

Sta. 232+00.00 R 1

Des. Grade = 772.149

Subgrade = 771.399

Orig. Grnd. = 771.636

CL

1:1 .5

1:20 1:3 -2.000% +2.000% 1:31:3

1:2

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:30 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

740 740

750 750

760 760

770 770

780 780

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 Sheet51

Sta. 232+50.00 R 1

Des. Grade = 772.147

Subgrade = 771.397

Orig. Grnd. = 771.595

CL

1:1 .5

1:3 1:2

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

:1

:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

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 Sheet52

Sta. 233+00.00 R 1

Des. Grade = 772.044

Subgrade = 771.294

Orig. Grnd. = 770.468

CL

1:1 .5

1:3 -2.000% +2.000% 1:4

1:4

:1

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

740 740

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

740 740

750 750

760 760

770 770

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 Sheet53

Sta. 233+50.00 R 1

Des. Grade = 771.941

Subgrade = 771.191

Orig. Grnd. = 769.874

CL

1:1 .5

1:1 .5

-2.076% +2.076% 1:4 1:4

:1

:1

24 inch Pipe culvert

Inlet type 7B

E x is ti

W

E x is ti

W

Sta. 234+00.00 R 1

Des. Grade = 771.838

Subgrade = 771.088

Orig. Grnd. = 770.378

CL

1:1 .5

1:2 -5.169% +5.169% 1:4

1:4

:1

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:31 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

750 750

760 760

770 770

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 Sheet54

Sta. 234+50.00 R 1

Des. Grade = 771.735

Subgrade = 770.985

Orig. Grnd. = 770.326

CL

1:1 .5

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

E x is ti

W

E x is ti

W

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

Sta. 234+61.57 R 1

Des. Grade = 771.711

Subgrade = 770.961

Orig. Grnd. = 770.347

CL

1:1 .5

1:3 -6.000% +6.000% 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

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

750 750

760 760

770 770

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 Sheet55

Sta. 234+87.64 R 1

Des. Grade = 771.658

Subgrade = 770.908

Orig. Grnd. = 770.414

CL

-6.000% 1:1 .5

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

E x is ti

W

E x is ti

W

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

Sta. 234+99.33 R 1

Des. Grade = 771.634

Subgrade = 770.884

Orig. Grnd. = 770.415

CL

-6.000% 1:3

1:20 1:3

-6.000% +6.000% 1:31:31:1

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

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

750 750

760 760

770 770

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 Sheet56

Sta. 235+00.00 R 1

Des. Grade = 771.632

Subgrade = 770.882

Orig. Grnd. = 770.411

CL

-6.000% 1:3

1:20.3 1:3

-6.000% +6.000% 1:31:31:1

E x is ti

W

E x is ti

W

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

Sta. 235+08.51 R 1

Des. Grade = 771.615

Subgrade = 770.865

Orig. Grnd. = 770.344

CL

-2.000% 1:3

1:2

-6.000% +6.000% 1:31:3 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 07:32 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

840 840

850 850

750 750

760 760

770 770

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 Sheet57

Sta. 235+50.00 R 1

Des. Grade = 771.529

Subgrade = 770.779

Orig. Grnd. = 769.927

CL

-2.000% 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. 236+00.00 R 1

Des. Grade = 771.426

Subgrade = 770.676

Orig. Grnd. = 769.551

CL

-2.000% 1:3

1:2

-4.562% +4.562% 1:3 1:2

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

750 750

760 760

770 770

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 Sheet58

Sta. 236+35.76 R 1

Des. Grade = 771.353

Subgrade = 770.603

Orig. Grnd. = 769.716

CL

-2.000% 1:3

1:2

-2.419% +2.419% 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. 236+43.85 R 1

Des. Grade = 771.336

Subgrade = 770.586

Orig. Grnd. = 769.744

CL

-2.000% 1:3

1:2 -1.934% +1.934% 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

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

750 750

760 760

770 770

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 Sheet59

Sta. 236+50.00 R 1

Des. Grade = 771.324

Subgrade = 770.574

Orig. Grnd. = 769.744

CL

1:3 1:2

-1.565% +1.565% 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. 237+00.00 R 1

Des. Grade = 771.221

Subgrade = 770.471

Orig. Grnd. = 769.716

CL

1:3 1:2

+1.431% -1.431% 1:21.3

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 07:33 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

750 750

760 760

770 770

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 Sheet60

Sta. 237+50.00 R 1

Des. Grade = 771.118

Subgrade = 770.368

Orig. Grnd. = 769.742

CL

-2.000% 1:3

1:2 +4.428% -4.428% 1:21.3

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 237+54.13 R 1

Des. Grade = 771.109

Subgrade = 770.359

Orig. Grnd. = 769.788

CL

-2.000% 1:3

1:2

+4.675% -4.675% 1:21.3

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

750 750

760 760

770 770

780 780

790 790

800 800

810 810

820 820

750 750

760 760

770 770

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 Sheet61

Sta. 237+62.08 R 1

Des. Grade = 771.093

Subgrade = 770.343

Orig. Grnd. = 769.873

CL

-2.000% 1:3

1:1 .4

+5.151% -5.151% 1:21.2

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 238+00.00 R 1

Des. Grade = 771.015

Subgrade = 770.265

Orig. Grnd. = 770.148

CL

-2.000% 1:3

1:2

+6.000% -6.000% 1:4 1:4

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

760 760

770 770

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 Sheet62

Sta. 238+50.00 R 1

Des. Grade = 770.912

Subgrade = 770.162

Orig. Grnd. = 770.254

CL

-2.000% 1:3

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

1:4

:1

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 239+00.00 R 1

Des. Grade = 770.809

Subgrade = 770.059

Orig. Grnd. = 770.306

CL

-2.000% 1:3

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

1:4

:1

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

02-Oct-2013 07:34 AM ...\wf02901xa01_layout2.dgn [US_Sur2D]

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

760 760

770 770

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 Sheet63

Sta. 239+16.47 R 1

Des. Grade = 770.775

Subgrade = 770.025

Orig. Grnd. = 770.368

CL

-2.000% 1:3

1:2 +6.000% -6.000% 1:4

1:4

:1

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 239+24.33 R 1

Des. Grade = 770.759

Subgrade = 770.009

Orig. Grnd. = 770.375

CL

-2.000% 1:31:3

+5.760% -5.760% 1:4 1:4

:1

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

PRELIM

IN

ARY

NOT FOR C

760 760

770 770

780 780

790 790

800 800

810 810

820 820

830 830

760 760

770 770

780 780

790 790

800 800

810 810

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 Sheet64

Sta. 239+50.00 R 1

Des. Grade = 770.706

Subgrade = 769.956

Orig. Grnd. = 770.347

CL

1:3 1:2

+4.172% -4.172% 1:4 1:4

:1

:1

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W Sta. 240+00.00 R 1

Des. Grade = 770.828

Subgrade = 770.078

Orig. Grnd. = 770.431

CL

1:3 1:1 .6

+1.080% -2.000% 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

Sta. 240+50.00 R 1

Des. Grade = 771.401

Subgrade = 770.651

Orig. Grnd. = 771.055

CL

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

1:31:3

1:1

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

760 760

770 770

780 780

790 790

750 750

760 760

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 Sheet65

Sta. 241+00.00 R 1

Des. Grade = 772.425

Subgrade = 771.675

Orig. Grnd. = 772.052

CL

1:3 1:2

-2.000% -2.000% 1:3

1:2

Riprap Ditch<

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 241+01.95 R 1

Des. Grade = 772.474

Subgrade = 771.724

Orig. Grnd. = 772.096

CL

1:3 1:2

-2.433% -1.491% 1:3

1:2

Riprap Ditch

132 inch Pipe Culvert

E x is ti

W

E x is ti

W

Sta. 241+50.00 R 1

Des. Grade = 773.900

Subgrade = 773.150

Orig. Grnd. = 773.269

CL

1:3 1:2

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

Riprap Ditch

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 242+00.00 R 1

Des. Grade = 775.508

Subgrade = 774.758

Orig. Grnd. = 774.329

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 07:35 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

770 770

780 780

790 790

Federal Highway Administration

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

Mainline Cross Sections Sheet66

Sta. 242+50.00 R 1

Des. Grade = 776.930

Subgrade = 776.180

Orig. Grnd. = 774.811

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. 242+81.22 R 1

Des. Grade = 777.725

Subgrade = 776.975

Orig. Grnd. = 775.326

CL

-2.000% 1:3

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

1:2

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 242+95.08 R 1

Des. Grade = 778.055

Subgrade = 777.305

Orig. Grnd. = 775.572

CL

-2.000% 1:3

1:3

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

E x is ti

W

E x is ti

W

E x is ti

W

E x is ti

W

Sta. 243+00.00 R 1

Des. Grade = 778.168

Subgrade = 777.418

Orig. Grnd. = 775.660

CL

-2.000% 1:3

1:3 1:2

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

File details come from the government source that posted it. Updated .