Final_XS_Detour_MP62.7r.pdf

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AK NPS DENA 10(46), West District Culvert Replacement, MP 62. 7 & MP 63
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69056718B000027
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Final_XS_Detour_MP62.7r

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C L

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O ff s e t

.9

R

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Sta. 0+57.20 Sta. 100+50.00 R 1 =

Des. Grade = 3635.139

Subgrade = 3634.639

Orig. Grnd. = 3634.455

:2

1:

2 1:2

C L

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.0

O ff s e t

.2

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O ff s e t

.7

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E le v

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O ff s e t

.9

L

T E le v

.0

O ff s e t

.7

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Sta. 1+07.20 Sta. 101+00.00 R 1 =

Des. Grade = 3635.881

Subgrade = 3635.381

Orig. Grnd. = 3635.045

1:

2 1:2

1:6

C L

E le v

.5

O ff s e t

.0

R

T

E le v

.1

O ff s e t

.2

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E le v

.7

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.6

L

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E le v

.5

O ff s e t

.9

L

T

Sta. 2+07.20 Sta. 102+00.00 R 1 =

Des. Grade = 3637.365

Subgrade = 3636.865

Orig. Grnd. = 3636.006

1:

1:2

Pvmt_EOP_Layer3_LSlope_Stake_Cut_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_R

Ditch_Btm_L

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

-3.018% Slope_Stake_Fill_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-3.018%-2.981%

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-3.018%-2.981%

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

FHWA, Western Federal Lands Highway Division

AK NPS DENA 10(46), West District Culvert Replacement, MP 62.7 And MP 63

Detour MP 62.7 Culvert

Sheet 1

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

C L

E le v

.0

O ff s e t

.2

R

T

E le v

.7

O ff s e t

.1

R

T

E le v

.9

O ff s e t

.3

L

T E le v

.0

O ff s e t

.1

L

T

Sta. 2+59.90 Sta. 102+50.00 R 1 =

Des. Grade = 3637.846

Subgrade = 3637.346

Orig. Grnd. = 3636.091

1:

1:2

1:2

C L

E le v

.7

O ff s e t

.3

R

T

E le v

.1

O ff s e t

.3

L

T

E le v

.8

O ff s e t

.2

L

T

Sta. 3+17.75 Sta. 103+00.00 R 1 =

Des. Grade = 3637.593

Subgrade = 3637.093

Orig. Grnd. = 3633.208

1:

1:2

1:

1.

5 1:1.5

E le v

.9

O ff s e t

.8

R

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C L

E le v

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O ff s e t

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E le v

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O ff s e t

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.8

O ff s e t

.2

L

T

E le v

.6

O ff s e t

.3

L

T

Sta. 3+72.23 Sta. 103+50.00 R 1 =

Des. Grade = 3637.430

Subgrade = 3636.930

Orig. Grnd. = 3630.128

1:

1:2

1:

1.

1:2

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-2.595%-2.591%

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_LayerTop_RPvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

-2.895%-2.291%

Slope_Stake_Fill_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-2.974%-2.999%

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

FHWA, Western Federal Lands Highway Division

AK NPS DENA 10(46), West District Culvert Replacement, MP 62.7 And MP 63

Sheet 2

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

C L

E le v

.7

O ff s e t

.4

R

T

E le v

.6

O ff s e t

.1

R

T

E le v

.9

O ff s e t

.6

L

T

E le v

.7

O ff s e t

.3

L

T

Sta. 4+32.49 Sta. 104+03.00 R 1 =

Des. Grade = 3637.501

Subgrade = 3637.001

Orig. Grnd. = 3630.571

1:

1:2

1:

1.

1:2

C L

E le v

.7

O ff s e t

.1

R

T

E le v

.9

O ff s e t

.8

R

T

E le v

.4

O ff s e t

.5

L

T

E le v

.7

O ff s e t

.0

L

T

Sta. 4+32.49 Sta. 104+10.00 R 1 =

Des. Grade = 3637.510

Subgrade = 3637.010

Orig. Grnd. = 3628.652

1:

1:2

1:

1.

1:1.5

C L

E le v

.7

O ff s e t

.7

R

T

E le v

.2

O ff s e t

.0

R

T

E le v

.5

O ff s e t

.9

L

T

E le v

.7

O ff s e t

.6

L

T

Sta. 4+39.52 Sta. 104+17.00 R 1 =

Des. Grade = 3637.519

Subgrade = 3637.019

Orig. Grnd. = 3634.049

1:

2 1:2

1:

1.

1:2

Pvmt_EOP_Layer3_L

4+25.00

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-2.974%-2.999%

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-2.974%-2.999%

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-2.974%-2.999%

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

FHWA, Western Federal Lands Highway Division

AK NPS DENA 10(46), West District Culvert Replacement, MP 62.7 And MP 63

Sheet 3

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

C L

E le v

.7

O ff s e t

.1

R

T

E le v

.9

O ff s e t

.8

R

T

E le v

.9

O ff s e t

.9

L

T

E le v

.7

O ff s e t

.3

L

T

Sta. 4+72.66 Sta. 104+50.00 R 1 =

Des. Grade = 3637.564

Subgrade = 3637.064

Orig. Grnd. = 3630.409

1:

1:2 1:

1.

1:2

C L

E le v

.9

O ff s e t

.4

R

T

E le v

.9

O ff s e t

.2

R

T

E le v

.6

O ff s e t

.8

L

T

E le v

.0

O ff s e t

.0

L

T

Sta. 5+27.59 Sta. 105+00.00 R 1 =

Des. Grade = 3637.812

Subgrade = 3637.312

Orig. Grnd. = 3633.875

1:

1:2

1:2

C L

E le v

.4

O ff s e t

.4

R

T

E le v

.3

O ff s e t

.7

R

T

Sta. 5+83.46 Sta. 105+50.00 R 1 =

Des. Grade = 3638.242

Subgrade = 3637.742

Orig. Grnd. = 3636.516

1:

1:2

1:2

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

4+75.00

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-3.052%-3.002%

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

5+25.00

Shdr_Wedge_Layer2_R

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

5+20.00

Pvmt_ETW_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

-3.028%-2.341%

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Pvmt_ETW_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

-3.028%

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

FHWA, Western Federal Lands Highway Division

AK NPS DENA 10(46), West District Culvert Replacement, MP 62.7 And MP 63

Sheet 4

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