FSR 4052 MP 2.55.pdf

PDF 2 MB Posted Apr 19, 2018

Attached to: WA FS ERFO 2016(1)-20(3), Darrington District Emergency Repairs, Phase I
Solicitation number: DTFH7017B00033
Issued by: Department of Transportation Federal Highway Administration

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FSR 4052 MP 2.55.pdf

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E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

CROSS SECTIONS FOR PROPOSED PROJECT

PHYSICAL DATA

SPECIFICATION:

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

61+15 TO 63+90

ALIGNMENT: 4052255

MP 2.55

FS ROAD: 4052

DARRINGTON DISTRICT EMERGENCY REPAIRS, PHASE 1

WA FS ERFO 2016(1)-20(3)

480 480

485 485

490 490

495 495

500 500

505 505

480 480

485 485

490 490

495 495

500 500

505 505

Sta. 61+16.85 R 1

Des. Grade = 492.167

Subgrade = 491.667

Orig. Grnd. = 492.666

D L D it c h G r a d e

Sta. 61+20.00 R 1

Des. Grade = 492.377

Subgrade = 491.877

Orig. Grnd. = 492.954

D L D it c h G r a d e

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00%

1:4 .0

1:20.0

1:4.0 1:6.0

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

Exterior Boundary4.00%-4.00%

1:20.0

1:6.0

1:4 .0

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

FSR 4052 MP 2.55

Sheet 1

480 480

485 485

490 490

495 495

500 500

505 505

480 480

485 485

490 490

495 495

500 500

505 505

510 510

Sta. 61+32.49 R 1

Des. Grade = 493.008

Subgrade = 492.508

Orig. Grnd. = 493.964

D L D it c h G r a d e

Sta. 61+40.00 R 1

Des. Grade = 493.231

Subgrade = 492.731

Orig. Grnd. = 494.337

D L D it c h G r a d e

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00%

1:4 .0

1:20.0

1:4.0

1:2 .5

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00%

1:4 .0

1:20.0

1:4.0

1:3 .0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 2

475 475

480 480

485 485

490 490

495 495

500 500

505 505

510 510

Sta. 61+60.00 R 1

Des. Grade = 493.251

Subgrade = 492.751

Orig. Grnd. = 493.472

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L Exterior BoundaryExterior Boundary

Exterior Boundary

4.00%-4.00%

1:3 .0

1:4 .0

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 3

475 475

480 480

485 485

490 490

495 495

500 500

505 505

510 510

Sta. 61+66.90 R 1

Des. Grade = 493.085

Subgrade = 492.585

Orig. Grnd. = 493.067

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00% 1:4.0 1:3 .0

1:3 .0

1:4 .0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 4

470 470

475 475

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

Sta. 61+80.00 R 1

Des. Grade = 492.758

Subgrade = -6533.000

Orig. Grnd. = 493.136

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Shdr_Subgrade_R

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_Back_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Exterior Boundary

4.00% -4.00% 1:2

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 5

460 460

465 465

470 470

475 475

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

Sta. 62+00.00 R 1

Des. Grade = 492.258

Subgrade = -7541.000

Orig. Grnd. = 492.290

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Shdr_Subgrade_R

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_Back_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Exterior Boundary

4.00% -4.00%

1:2 .5

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 6

460 460

465 465

470 470

475 475

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

Sta. 62+04.00 R 1

Des. Grade = 492.158

Subgrade = -8541.000

Orig. Grnd. = 492.323

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Shdr_Subgrade_R

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_Back_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Exterior Boundary

4.00% -4.00%

1:2 .5

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 7

470 470

475 475

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

520 520

Sta. 62+20.00 R 1

Des. Grade = 492.766

Subgrade = -9535.000

Orig. Grnd. = 492.760

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Shdr_Subgrade_R

Pvmt_ETW_LayerTop_R

Pvmt_CL_LayerTop

Exterior Boundary

4.00% -4.00%

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 8

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

520 520

Sta. 62+40.00 R 1

Des. Grade = 493.739

Subgrade = 493.239

Orig. Grnd. = 495.589

D L D it c h G r a d e

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

Exterior Boundary4.00%-4.00%

1:20.0

1:4.01:2 .5

1:4 .0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 9

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

520 520

Sta. 62+60.00 R 1

Des. Grade = 495.208

Subgrade = 494.708

Orig. Grnd. = 497.074

D L D it c h G r a d e

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00%

1:20.0

1:4.01:

1:4 .0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 10

480 480

485 485

490 490

495 495

500 500

505 505

510 510

515 515

520 520

Sta. 62+66.50 R 1

Des. Grade = 495.793

Subgrade = 495.293

Orig. Grnd. = 497.706

D L D it c h G r a d e

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00%

1:4 .0

1:20.0

1:4.01 :1 .0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 11

485 485

490 490

495 495

500 500

505 505

510 510

515 515

520 520

485 485

490 490

495 495

500 500

505 505

510 510

Sta. 62+80.00 R 1

Des. Grade = 497.175

Subgrade = 496.675

Orig. Grnd. = 499.004

D L D it c h G r a d e

Sta. 63+00.00 R 1

Des. Grade = 499.640

Subgrade = 499.140

Orig. Grnd. = 501.761

D L D it c h G r a d e

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

Exterior Boundary4.00%-4.00%

1:20.0

1:4.01:

1:4 .0

Pvmt_ETW_LayerTop_L

Daylight_Btm_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Daylight_Ditch_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00%

1:20.0

1:4.01 :1 .0

1:4 .0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 12

490 490

495 495

500 500

505 505

510 510

490 490

495 495

500 500

505 505

510 510

515 515

Sta. 63+20.00 R 1

Des. Grade = 502.558

Subgrade = 502.058

Orig. Grnd. = 504.338

Sta. 63+40.00 R 1

Des. Grade = 505.408

Subgrade = 504.908

Orig. Grnd. = 506.611

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

Exterior Boundary4.00%-4.00% 1:

1:4 .0

1:4.0

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00% 1:4 .0

1:4 .0

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 13

495 495

500 500

505 505

510 510

515 515

495 495

500 500

505 505

510 510

515 515

Sta. 63+55.00 R 1

Des. Grade = 507.208

Subgrade = 506.708

Orig. Grnd. = 507.850

Sta. 63+60.00 R 1

Des. Grade = 507.741

Subgrade = 507.241

Orig. Grnd. = 508.106

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.00%-4.00% 1:6.01:4 .0

1:4.0

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L Exterior Boundary

Exterior Boundary

4.00%-4.00% 1:4.01:6.01:4 .0

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 14

495 495

500 500

505 505

510 510

515 515

495 495

500 500

505 505

510 510

515 515

Sta. 63+71.22 R 1

Des. Grade = 508.817

Subgrade = 508.317

Orig. Grnd. = 508.945

Sta. 63+80.00 R 1

Des. Grade = 509.541

Subgrade = 509.041

Orig. Grnd. = 509.617

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

5.77% -5.81%

1:3 .8

1:4.4

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_LExterior Boundary

Exterior Boundary

4.00%-4.00% 1:4.01:6.01:4 .0

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 15

495 495

500 500

505 505

510 510

515 515

520 520

505 505

510 510

515 515

520 520

525 525

530 530

535 535

Sta. 63+90.00 R 1

Des. Grade = 510.258

Subgrade = 509.758

Orig. Grnd. = 510.258

E d g e o f r o a d w a y r e c o n d it io n in g

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L Exterior Boundary

Exterior Boundary

4.00%-4.00% 1:4.01:6.01:4 .0

1:4.0

]B.XS10L [c:\myfiles\pw_production\d0107577\Work_dd.cel10:07 AM 12 May 2015

FHWA, Western Federal Lands Highway Division

Darrington Emergency Repairs 2016, Phase I

Sheet 16

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