FSR 2081 MP 1.3.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 2081 MP 1.3.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

21+70 TO 23+88

ALIGNMENT: 208113

MP 1.3

FS ROAD: 2081

DARRINGTON EMERGENCY REPAIRS 2016, PHASE 1

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

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

Sta. 21+70.00 R 1

Des. Grade = 1018.318

Subgrade = 1017.652

Orig. Grnd. = 1018.342

Sta. 21+80.00 R 1

Des. Grade = 1017.468

Subgrade = 1016.802

Orig. Grnd. = 1017.406

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

2.62%-2.62% 1:4 .0

1:4.01:3.01:6.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

3.76%-3.76% 1:4 .0

1:4.01:3.0 1:6.0

]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 2081 MP 1.3

Sheet 1

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1030 1030

Sta. 21+90.00 R 1

Des. Grade = 1016.618

Subgrade = 1015.952

Orig. Grnd. = 1016.550

Sta. 22+00.00 R 1

Des. Grade = 1015.768

Subgrade = 1015.102

Orig. Grnd. = 1015.656

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

4.90% -4.90%

1:4 .0

1:20.0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

6.00% -6.00%

1:4 .0

1:20.0

1:4.01:3.0

]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

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

Sta. 22+10.00 R 1

Des. Grade = 1014.918

Subgrade = 1014.252

Orig. Grnd. = 1014.551

Sta. 22+20.00 R 1

Des. Grade = 1014.068

Subgrade = 1013.402

Orig. Grnd. = 1013.366

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

6.00% -6.00%

1:4 .0

1:20.0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

6.00% -6.00%

1:4 .0

1:20.0

1:4.01:3.0

]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 3

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

Sta. 22+30.00 R 1

Des. Grade = 1013.206

Subgrade = 1012.539

Orig. Grnd. = 1012.081

Sta. 22+40.00 R 1

Des. Grade = 1012.256

Subgrade = 1011.589

Orig. Grnd. = 1011.021

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

6.00% -6.00%

1:4 .0

1:20.0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

6.00% -6.00%

1:4 .0

1:4.01:3.0

1:6.0

]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

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1030 1030

Sta. 22+50.00 R 1

Des. Grade = 1011.206

Subgrade = 1010.539

Orig. Grnd. = 1009.860

Sta. 22+60.00 R 1

Des. Grade = 1010.056

Subgrade = 1009.389

Orig. Grnd. = 1008.348

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_LSlope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior BoundaryExterior Boundary

Exterior Boundary

6.00% -6.00%

1:4 .0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

6.00% -6.00%

1:4 .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 5

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1030 1030

1035 1035

Sta. 22+70.00 R 1

Des. Grade = 1008.806

Subgrade = 1008.139

Orig. Grnd. = 1006.953

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

6.00% -6.00%

1:4 .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 6

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

Sta. 22+80.00 R 1

Des. Grade = 1007.468

Subgrade = 1006.802

Orig. Grnd. = 1005.790

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

5.36% -5.36%

1:4 .0

1:4.01:3.0

]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 7

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

990 990

995 995

1000 1000

1005 1005

1010 1010

Sta. 22+90.00 R 1

Des. Grade = 1006.118

Subgrade = 1005.452

Orig. Grnd. = 1004.652

Sta. 23+00.00 R 1

Des. Grade = 1004.782

Subgrade = 1004.116

Orig. Grnd. = 1003.564

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

4.53%-4.53% 1:4 .0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Slope_Stake_Fill_RPvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary

3.69%-3.69% 1:4 .0

1:4 .0

1:4.01:3.0

]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 8

990 990

995 995

1000 1000

1005 1005

1010 1010

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

Sta. 23+10.00 R 1

Des. Grade = 1003.495

Subgrade = 1002.828

Orig. Grnd. = 1002.550

Sta. 23+20.00 R 1

Des. Grade = 1002.257

Subgrade = 1001.591

Orig. Grnd. = 1001.507

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

2.85%-2.85% 1:4 .0

1:4 .0

1:20.0

1:4.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

2.01%-2.01% 1:4 .0

1:20.0

1:4.01:3.0

]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 9

990 990

995 995

1000 1000

1005 1005

1010 1010

985 985

990 990

995 995

1000 1000

1005 1005

Sta. 23+30.00 R 1

Des. Grade = 1001.070

Subgrade = 1000.403

Orig. Grnd. = 1000.496

Sta. 23+40.00 R 1

Des. Grade = 999.932

Subgrade = 999.266

Orig. Grnd. = 999.558

Pvmt_ETW_LayerTop_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

1.17%-1.17% 1:4 .0

1:4 .0

1:4.01:3.0

Pvmt_ETW_LayerTop_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_Layer2Pvmt_EOP_Layer2_L

Exterior Boundary

0.34%-0.34% 1:4 .0

1:4 .0

1:4.01:3.0

]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 10

985 985

990 990

995 995

1000 1000

1005 1005

985 985

990 990

995 995

1000 1000

1005 1005

Sta. 23+50.00 R 1

Des. Grade = 998.845

Subgrade = 998.178

Orig. Grnd. = 998.620

Sta. 23+58.62 R 1

Des. Grade = 997.948

Subgrade = 997.281

Orig. Grnd. = 997.829

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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_Layer2Pvmt_EOP_Layer2_L

Exterior Boundary

-0.50%0.50% 1:4 .0

1:20.0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

-1.22%1.22% 1:4 .0

1:20.0

1:4.01:3.0

]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 11

985 985

990 990

995 995

1000 1000

1005 1005

985 985

990 990

995 995

1000 1000

1005 1005

Sta. 23+60.00 R 1

Des. Grade = 997.807

Subgrade = 997.141

Orig. Grnd. = 997.703

Sta. 23+70.00 R 1

Des. Grade = 996.820

Subgrade = 996.153

Orig. Grnd. = 996.792

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_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

-1.34%1.34% 1:4 .0

1:20.0

1:4.01:3.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary Exterior Boundary

-2.18%2.18% 1:4 .0 1:4.01:3.01:6.0

]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

985 985

990 990

995 995

1000 1000

1005 1005

980 980

985 985

990 990

995 995

1000 1000

Sta. 23+80.00 R 1

Des. Grade = 995.882

Subgrade = 995.216

Orig. Grnd. = 995.879

Sta. 23+88.00 R 1

Des. Grade = 995.168

Subgrade = 994.502

Orig. Grnd. = 995.169

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Slope_Stake_Fill_R Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary Exterior Boundary

-2.20%2.20% 1:4 .0 1:4.01:3.01:6.0

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill_L Pvmt_EOP_Layer2_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_LayerTop_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer2

Pvmt_EOP_Layer2_L

Exterior Boundary Exterior Boundary

-2.20%2.20% 1:4 .0 1:4.01:6.0

]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

File details come from the government source that posted it.