XS_FSR_1050_MP_1.7.pdf

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WA FS ERFO 2016(1)-20(1), MT. Baker Emergency Repairs 2016.
Solicitation number
DTFH7017B00035
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XS FSR 1050 MP 1.7

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Mt Baker Emergency Repairs 2016

WA FS ERFO 2016(1)‐20(1)

CROSS SECTIONS

FSR 1050 AOP

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

CL

Sta. 701+40.00 R 1

Des. Grade = 999.577

Subgrade = 999.077

Orig. Grnd. = 999.637

O ff s e t=

.6

R

T

E le v

.6

O ff s e t=

.6

L

T

E le v

.3

O ff s e t=

.9

L

T

E le v

.3

O ff s e t= .0

R

T

E le v

.7

CL

Sta. 701+50.00 R 1

Des. Grade = 999.829

Subgrade = 999.329

Orig. Grnd. = 999.840

O ff s e t=

.7

R

T

E le v

.7

O ff s e t=

.9

L

T

E le v

.6

O ff s e t=

.0

L

T

E le v

.6

O ff s e t= .0

R

T

E le v

.0

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

FSR 1050 MP 1.7

Sheet 1

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

CL

Sta. 701+75.00 R 1

Des. Grade = 1000.412

Subgrade = 999.912

Orig. Grnd. = 1000.365

O ff s e t=

.4

L

T

E le v

.2

O ff s e t=

.9

L

T

E le v

.2

O ff s e t=

.9

L

T

E le v

.2

O ff s e t= .0

R

T

E le v

.5

O ff s e t=

.4

R

T

E le v

.2

CL

Sta. 702+00.00 R 1

Des. Grade = 1000.995

Subgrade = 1000.495

Orig. Grnd. = 1000.985

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.9

L

T

E le v

.0

O ff s e t= .0

R

T

E le v

.1

O ff s e t=

.3

R

T

E le v

.4

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Ditch_Btm_Back_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 2

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

CL

Sta. 702+05.00 R 1

Des. Grade = 1001.112

Subgrade = 1000.612

Orig. Grnd. = 1001.046

O ff s e t=

.3

L

T

E le v

.1

O ff s e t=

.9

L

T

E le v

.1

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .6

R

T

E le v

.9

CL

Sta. 702+24.00 R 1

Des. Grade = 1001.555

Subgrade = 1001.055

Orig. Grnd. = 999.940

O ff s e t=

.8

L

T

E le v

.3

O ff s e t=

.1

L

T

E le v

.6

O ff s e t= .3

R

T

E le v

.6

O ff s e t=

.3

R

T

E le v

.3

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 3

965 965

970 970

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

CL

Sta. 702+30.85 R 1

Des. Grade = 1001.715

Subgrade = 1001.215

Orig. Grnd. = 995.167

O ff s e t=

.7

L

T

E le v

.1

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

R

T

E le v

.6

O ff s e t=

.7

R

T

E le v

.9

Slope = 14.14%

Slope = 6.56%

:1

:1

3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Ditch_Btm_Back_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_RSlope_Stake_Fill_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

_L

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

1_L

Pvmt_CL_Layer2

2_L

RipRap_Bench_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

Exterior BoundaryExterior Boundary

4% -4%

Ditch_Btm_Back_LDitch_Btm_L

1_R 2_R Ditch_Btm_Back_RDitch_Btm_R

1_L 2_L

:1

:1

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 4

970 970

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010CL

Sta. 702+39.70 R 1

Des. Grade = 1001.921

Subgrade = 1001.421

Orig. Grnd. = 993.824

O ff s e t=

.8

L

T

E le v

.6

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

R

T

E le v

.6

O ff s e t=

.3

R

T

E le v

.0

1:3.7

1:7.6

O ff s e t=

.7

L

T

E le v

.2

O ff s e t=

.1

R

T

E le v

.2

O ff s e t=

.5

R

T

E le v

.2

O ff s e t=

.7

L

T

E le v

.4

Slope = 14.14%

Slope = 6.56%

:1

:1

3_L

_R

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

1_R

Ditch_Btm_Back_L

Shdr_EOP_Layer3_L

2_R

RipRap_Bench_R

Shdr_EOP_LayerTop_L Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Cut_R

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Shdr_EOP_Layer2_R

Ditch_Btm_Back_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

_L

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Ditch_Btm_R

1_L

Pvmt_CL_Layer2

2_L

RipRap_Bench_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 5

970 970

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010CL

Sta. 702+48.55 R 1

Des. Grade = 1002.144

Subgrade = 1001.644

Orig. Grnd. = 997.619

O ff s e t=

.5

L

T

E le v

.7

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

R

T

E le v

.6

O ff s e t=

.6

R

T

E le v

.0

Slope = 14.14%

Slope = 6.56%

:1

:1

3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Ditch_Btm_Back_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

_L

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

1_L

Pvmt_CL_Layer2

2_L

RipRap_Bench_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

Ditch_Btm_Back_LDitch_Btm_L

1_R 2_R Ditch_Btm_Back_RDitch_Btm_R

1_L 2_L

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 6

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010CL

Sta. 702+69.00 R 1

Des. Grade = 1002.791

Subgrade = 1002.291

Orig. Grnd. = 1002.287

O ff s e t=

.8

L

T

E le v

.3

O ff s e t=

.4

L

T

E le v

.7

O ff s e t= .0

R

T

E le v

.9

O ff s e t=

.2

R

T

E le v

.4

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3 Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 7

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

CL

Sta. 702+74.72 R 1

Des. Grade = 1003.004

Subgrade = 1002.504

Orig. Grnd. = 1002.346

O ff s e t=

.0

L

T

E le v

.6

O ff s e t=

.4

L

T

E le v

.9

O ff s e t= .0

R

T

E le v

.1

O ff s e t= .6

R

T

E le v

.9

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 8

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

CL

Sta. 703+00.00 R 1

Des. Grade = 1004.123

Subgrade = 1003.623

Orig. Grnd. = 1003.590

O ff s e t=

.5

L

T

E le v

.7

O ff s e t=

.5

L

T

E le v

.0

O ff s e t= .0

R

T

E le v

.3

O ff s e t=

.7

R

T

E le v

.4

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 9

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

CL

Sta. 703+42.00 R 1

Des. Grade = 1006.607

Subgrade = 1006.107

Orig. Grnd. = 1006.728

O ff s e t=

.5

L

T

E le v

.3

O ff s e t=

.7

L

T

E le v

.4

O ff s e t= .0

R

T

E le v

.7

O ff s e t=

.1

R

T

E le v

.2

Pvmt_ETW_LayerTop_L

Shdr_Outside_Layer3_L

Shdr_Wedge_Layer2_R

Shdr_EOP_Layer2_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Slope_Stake_Fill_L

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Outside_Layer3_R

Pvmt_ETW_LayerTop_R Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

4% -4%

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

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2016(1)-20(1) MT BAKER EMERGENCY REPAIRS 2016

Sheet 10

File details come from the government source that posted it.