100% XS FSR 39 MP 2.27r071618.pdf

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WA FS ERFO 2015(1)-20(1), Wells Creek Repairs
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100% XS FSR 39 MP 2.27r071618

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1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

1725 1725

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

1725 1725

C L

Sta. 392+10.00 R 1

Des. Grade = 1700.716

Subgrade = 1699.966

Orig. Grnd. = 1700.647

E le v

.7

O ff s e t

.6

R

T

E le v

.4

O ff s e t

.3

R

T

O ff s e t= .5

R

T

E le v

.2

O ff s e t= .0

R

T

E le v

.5

O ff s e t=

.5

L

T

E le v

.0

O ff s e t=

.0

L

T

E le v

.8

O ff s e t=

.9

L

T

E le v

.3

O ff s e t=

.4

L

T

E le v

.6

O ff s e t=

.8

L

T

E le v

.0

O ff s e t=

.4

L

T

E le v

.6

O ff s e t=

.0

L

T

E le v

.9

O ff s e t=

.8

L

T

E le v

.9

C L

Sta. 392+21.00 R 1

Des. Grade = 1700.623

Subgrade = 1699.873

Orig. Grnd. = 1700.611

E le v

.6

O ff s e t

.6

R

T

E le v

.3

O ff s e t

.1

R

T

O ff s e t=

.4

L

T

E le v

.1

O ff s e t=

.4

L

T

E le v

.6

O ff s e t=

.0

L

T

E le v

.8

O ff s e t= .0

R

T

E le v

.4

O ff s e t= .5

R

T

E le v

.1

Shdr_Outside_Layer1_L

Slope_Stake_Cut_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R

Ditch_Btm_Back_L

Shdr_EOP_Layer3_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Ditch_Btm_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

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

1:6

1:6

Shdr_Outside_Layer1_L

RipRap_Key_Front_L RipRap_Exc3_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

RipRap_Exc4_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R

RipRap_Exc5_L

Shdr_EOP_Layer3_L

RipRap_Slope_Back_R

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_L

RipRap_Key_Back_Btm_L

Pvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

-7.75_R

RipRap_Key_Back_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

RipRap_Key_Front_Btmt_L

RipRap_Exc_CP2_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

RipRap_Slope_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Curb_Back_Btm

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

RipRap_Toe_SS_L

Pvmt_CL_Layer2

RipRap_Bench_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

RipRap_Exc3_LRipRap_Key_Back_Btm_L

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

1:6

1:

1.

10:12 AM 12 May 2015 ]B.XS10P [c:\myfiles\pw_production\d0107577\Work_dd.cel

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2015(1)-20(1) Wells Creek Repairs

FSR 39 MP 2.27

Sheet 1

1670 1670

1675 1675

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

1670 1670

1675 1675

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

O ff s e t=

.5

L

T

E le v

.4

O ff s e t=

.3

L

T

E le v

.4

C L

Sta. 392+30.00 R 1

Des. Grade = 1700.548

Subgrade = 1699.798

Orig. Grnd. = 1700.610

E le v

.5

O ff s e t

.6

R

T

E le v

.1

O ff s e t

.1

R

T

O ff s e t=

.4

L

T

E le v

.0

O ff s e t=

.4

L

T

E le v

.5

O ff s e t=

.0

L

T

E le v

.7

O ff s e t= .0

R

T

E le v

.3

O ff s e t= .5

R

T

E le v

.0

O ff s e t=

.9

L

T

E le v

.5

O ff s e t=

.7

L

T

E le v

.5

C L

Sta. 392+36.00 R 1

Des. Grade = 1700.501

Subgrade = 1699.751

Orig. Grnd. = 1700.578

E le v

.4

O ff s e t

.6

R

T

E le v

.0

O ff s e t

.2

R

T

O ff s e t=

.4

L

T

E le v

.0

O ff s e t=

.4

L

T

E le v

.4

O ff s e t=

.0

L

T

E le v

.7

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .5

R

T

E le v

.0

Shdr_Outside_Layer1_L

RipRap_Key_Front_L RipRap_Exc3_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

RipRap_Exc4_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R

RipRap_Exc5_L

Shdr_EOP_Layer3_L

RipRap_Slope_Back_R

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_L

RipRap_Key_Back_Btm_L

Pvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

-7.75_R

RipRap_Key_Back_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

RipRap_Key_Front_Btmt_L

RipRap_Exc_CP2_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

RipRap_Slope_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Curb_Back_Btm

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

RipRap_Toe_SS_L

Pvmt_CL_Layer2

RipRap_Bench_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

RipRap_Exc3_LRipRap_Key_Back_Btm_L

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

2 1:21:6

1:

1.

Shdr_Outside_Layer1_L

RipRap_Key_Front_L RipRap_Exc3_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

RipRap_Exc4_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R

RipRap_Exc5_L

Shdr_EOP_Layer3_L

RipRap_Slope_Back_R

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_L

RipRap_Key_Back_Btm_L

Pvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

-7.75_R

RipRap_Key_Back_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

RipRap_Key_Front_Btmt_L

RipRap_Exc_CP2_L

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

RipRap_Slope_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Curb_Back_Btm

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

RipRap_Toe_SS_L

Pvmt_CL_Layer2

RipRap_Bench_L

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

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

2 1:21:6

1:

1.

10:12 AM 12 May 2015 ]B.XS10P [c:\myfiles\pw_production\d0107577\Work_dd.cel

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2015(1)-20(1) Wells Creek Repairs

Sheet 2

1665 1665

1670 1670

1675 1675

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1670 1670

1675 1675

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

C L

Sta. 392+40.00 R 1

Des. Grade = 1700.475

Subgrade = 1699.725

Orig. Grnd. = 1700.552

E le v

.4

O ff s e t

.6

R

T

E le v

.9

O ff s e t

.4

R

T

O ff s e t=

.8

L

T

E le v

.0

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

L

T

E le v

.4

O ff s e t=

.0

L

T

E le v

.6

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .5

R

T

E le v

.0

C L

Sta. 392+42.00 R 1

Des. Grade = 1700.463

Subgrade = 1699.713

Orig. Grnd. = 1700.538

E le v

.4

O ff s e t

.6

R

T

E le v

.9

O ff s e t

.6

R

T

O ff s e t=

.1

L

T

E le v

.8

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

L

T

E le v

.4

O ff s e t=

.0

L

T

E le v

.6

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .5

R

T

E le v

.9

Shdr_Outside_Layer1_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R Shdr_EOP_Layer3_L

Slope_Stake_Fill_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary Exterior Boundary

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

2 1:21:8 1:6

Shdr_Outside_Layer1_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R Shdr_EOP_Layer3_L

Slope_Stake_Fill_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary Exterior Boundary

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

2 1:21:8 1:6

10:12 AM 12 May 2015 ]B.XS10P [c:\myfiles\pw_production\d0107577\Work_dd.cel

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2015(1)-20(1) Wells Creek Repairs

Sheet 3

1670 1670

1675 1675

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

C L

Sta. 392+49.94 R 1

Des. Grade = 1700.424

Subgrade = 1699.674

Orig. Grnd. = 1700.495

E le v

.4

O ff s e t

.6

R

T

E le v

.9

O ff s e t

.7

R

T

O ff s e t=

.9

L

T

E le v

.2

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

L

T

E le v

.4

O ff s e t=

.0

L

T

E le v

.6

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .5

R

T

E le v

.9

C L

Sta. 392+80.00 R 1

Des. Grade = 1700.406

Subgrade = 1699.656

Orig. Grnd. = 1700.539

E le v

.4

O ff s e t

.6

R

T

E le v

.9

O ff s e t

.6

R

T

E le v

.7

O ff s e t

.2

R

T

O ff s e t=

.2

L

T

E le v

.5

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

L

T

E le v

.3

O ff s e t=

.0

L

T

E le v

.6

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .5

R

T

E le v

.9

Shdr_Outside_Layer1_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R Shdr_EOP_Layer3_L

Slope_Stake_Fill_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Shdr_EOP_Layer2_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Slope_Stake_Fill_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

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

2 1:21:8 1:6

Shdr_Outside_Layer1_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R Shdr_EOP_Layer3_L

Slope_Stake_Fill_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

Pvmt_ETW_Layer3_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Shdr_EOP_Layer2_R

Ditch_Btm_Back_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

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

2 1:2 1:8 1:2

10:12 AM 12 May 2015 ]B.XS10P [c:\myfiles\pw_production\d0107577\Work_dd.cel

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2015(1)-20(1) Wells Creek Repairs

FSR 39 MP 2.27

Sheet 4

Repair existing 36-inch culvert

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

1725 1725

1680 1680

1685 1685

1690 1690

1695 1695

1700 1700

1705 1705

1710 1710

1715 1715

1720 1720

1725 1725

C L

Sta. 393+00.00 R 1

Des. Grade = 1700.490

Subgrade = 1699.740

Orig. Grnd. = 1700.524

E le v

.4

O ff s e t

.6

R

T

E le v

.9

O ff s e t

.6

R

T

E le v

.6

O ff s e t

.6

R

T

O ff s e t=

.1

L

T

E le v

.5

O ff s e t=

.4

L

T

E le v

.9

O ff s e t=

.4

L

T

E le v

.4

O ff s e t=

.0

L

T

E le v

.7

O ff s e t= .0

R

T

E le v

.2

O ff s e t= .5

R

T

E le v

.0

C L

Sta. 393+10.00 R 1

Des. Grade = 1700.518

Subgrade = 1699.768

Orig. Grnd. = 1700.530

E le v

.4

O ff s e t

.4

R

T

E le v

.9

O ff s e t

.4

R

T

E le v

.6

O ff s e t

.5

R

T

O ff s e t=

.1

L

T

E le v

.8

O ff s e t=

.5

L

T

E le v

.0

O ff s e t=

.6

L

T

E le v

.4

O ff s e t= .8

R

T

E le v

.2

O ff s e t= .3

R

T

E le v

.0

Shdr_Outside_Layer1_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R Shdr_EOP_Layer3_L

Slope_Stake_Fill_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R

Pvmt_ETW_Layer3_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Shdr_EOP_Layer2_R

Ditch_Btm_Back_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

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

2 1:2 1:8 1:2

Shdr_Outside_Layer1_L

Shdr_Outside_Layer3_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Shdr_EOP_Layer2_L

Shdr_Wedge_Layer2_R Shdr_EOP_Layer3_L

Slope_Stake_Fill_L

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L

Shdr_Outside_Layer1_R Pvmt_ETW_Layer3_L

Slope_Stake_Cut_R

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Shdr_Outside_Layer3_R

Shdr_EOP_Layer2_R

Ditch_Btm_Back_R

Shdr_EOP_Layer3_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer2_R

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer1

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Exterior Boundary

Exterior Boundary

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

2 1:21:8 1:3

10:12 AM 12 May 2015 ]B.XS10P [c:\myfiles\pw_production\d0107577\Work_dd.cel

FHWA, Western Federal Lands Highway Division

WA FS ERFO 2015(1)-20(1) Wells Creek Repairs

Sheet 5

File details come from the government source that posted it.