Final_XS_MP_63r.pdf

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AK NPS DENA 10(46), West District Culvert Replacement, MP 62. 7 & MP 63
Solicitation number
69056718B000027
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Final_XS_MP_63r

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3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

C L

Sta. 418+10.00 R 1

Des. Grade = 3626.990

Subgrade = 3626.490

Orig. Grnd. = 3626.988

E le v

.1

O ff s e t

.2

R

T

E le v

.1

O ff s e t

.2

R

T

E le v

.8

O ff s e t

.6

R

T

E le v

.3

O ff s e t

.1

L

T

O ff s e t

.1

L

T

E le v

.1

O ff s e t

.1

L

T

E le v

.1

C L

Sta. 418+25.00 R 1

Des. Grade = 3626.612

Subgrade = 3626.112

Orig. Grnd. = 3626.544

E le v

.7

O ff s e t

.2

R

T E le v

.7

O ff s e t

.2

R

T E le v

.3

O ff s e t

.4

R

T

E le v

.2

O ff s e t

.8

L

T

O ff s e t

.3

L

T

E le v

.7

C L

Sta. 418+50.00 R 1

Des. Grade = 3626.063

Subgrade = 3625.563

Orig. Grnd. = 3625.797

E le v

.1

O ff s e t

.4

R

T

E le v

.4

O ff s e t

.0

L

T

O ff s e t

.5

L

T

E le v

.1

O ff s e t

.3

R

T

E le v

.1

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Ditch_Btm_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

Slope_Stake_Cut_L

-3.000%-3.000%

1:6.0 1:

21:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2.

01:

2 1:2

1:3 .5

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2

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

MP 63 Culvert

Sheet 1

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

C L

Sta. 418+75.00 R 1

Des. Grade = 3625.638

Subgrade = 3625.138

Orig. Grnd. = 3625.242

E le v

.6

O ff s e t

.7

R

T

E le v

.6

O ff s e t

.0

L

T

O ff s e t

.7

L

T

E le v

.7

O ff s e t

.4

R

T

E le v

.7

C L

Sta. 419+00.00 R 1

Des. Grade = 3625.335

Subgrade = 3624.835

Orig. Grnd. = 3624.740

E le v

.2

O ff s e t

.2

R

T

E le v

.4

O ff s e t

.0

L

T

E le v

.4

O ff s e t

.9

L

T

O ff s e t

.4

R

T

E le v

.4

C L

Sta. 419+25.00 R 1

Des. Grade = 3625.155

Subgrade = 3624.655

Orig. Grnd. = 3624.421

E le v

.8

O ff s e t

.7

R

T

E le v

.2

O ff s e t

.2

L

T

E le v

.2

O ff s e t

.2

L

T

O ff s e t

.5

R

T

E le v

.2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000% 1:

2 1:2 1:3

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000% 1:

2 1:2 1:3

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

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

C L

Sta. 419+50.00 R 1

Des. Grade = 3625.098

Subgrade = 3624.598

Orig. Grnd. = 3624.226

E le v

.6

O ff s e t

.3

R

T

E le v

.1

O ff s e t

.5

L

T

E le v

.1

O ff s e t

.4

L

T

O ff s e t

.5

R

T

E le v

.2

C L

Sta. 419+75.00 R 1

Des. Grade = 3625.164

Subgrade = 3624.664

Orig. Grnd. = 3624.107

E le v

.5

O ff s e t

.8

R

T

E le v

.8

O ff s e t

.4

L

T

E le v

.2

O ff s e t

.6

L

T

O ff s e t

.6

R

T

E le v

.2

C L

Sta. 420+00.00 R 1

Des. Grade = 3625.352

Subgrade = 3624.852

Orig. Grnd. = 3624.070

E le v

.5

O ff s e t

.5

R

T

E le v

.8

O ff s e t

.1

L

T

E le v

.4

O ff s e t

.9

L

T

O ff s e t

.7

R

T

E le v

.4

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000% 1:

2 1:2

1:3

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2 1:3

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2 1:2

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

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3600 3600

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

C L

Sta. 420+25.00 R 1

Des. Grade = 3625.602

Subgrade = 3625.102

Orig. Grnd. = 3624.036

E le v

.7

O ff s e t

.7

R

T E le v

.5

O ff s e t

.1

R

T

E le v

.6

O ff s e t

.2

L

T

E le v

.6

O ff s e t

.1

L

T

C L

Sta. 420+50.00 R 1

Des. Grade = 3625.852

Subgrade = 3625.352

Orig. Grnd. = 3623.935

E le v

.9

O ff s e t

.9

R

T

E le v

.5

O ff s e t

.8

R

T

E le v

.4

O ff s e t

.1

L

T

E le v

.9

O ff s e t

.1

L

T C L

Sta. 420+53.00 R 1

Des. Grade = 3625.882

Subgrade = 3625.382

Orig. Grnd. = 3623.923

E le v

.9

O ff s e t

.0

R

T

E le v

.2

O ff s e t

.3

R

T

E le v

.0

O ff s e t

.2

L

T

E le v

.9

O ff s e t

.0

L

T

PRECAST HEADWALL

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2 xCw4_L

Cw_Bottom4_R

Pvmt_ETW_Layer3_R

Cw_Excavation1_L xCw5_L

Shdr_Wedge_Layer2_L

Cw_Excavation2_L

Cw_Bottom6_R

Pvmt_CL_Layer2

Cw_Excavation3_L

Cw_Top1_R

Cw_Bottom7_R

Pvmt_CL_Layer3 xCw2_L

Cw_Foundation2_R

Cw_Bottom_L

Cw_Foundation_L

Cw_Backfill_L

Cw_Foundation3_R

Cw_Bottom3_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Cw_Bottom6_LCw_Bottom7_L

Cw_Top1_L

Cw_Bottom1_R

Cw_Foundation1_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Cw_Bottom4_L

Pvmt_ETW_Layer3_L

Cw_Bottom5_L

Cw_Top_R

Cw_Foundation1_L

Cw_Bottom1_L Cw_Excavation2_R

Cw_Excavation_L

Cw_Foundation2_L

Cw_Bottom3_L

Cw_Foundation3_L xCw_R xCw_L xCw2_R

Cw_Bottom8_R

Pvmt_EOP_Layer3_L

Cw_Bottom_R

Cw_Foundation_R

Cw_Top_L

Pvmt_ETW_LayerTop_L xCw5_R

Cw_Excavation1_R

Shdr_Wedge_Layer2_R

Slope_Stake_Cut_L

Slope_Stake_Cut_R

-3.000%-3.000%

:1

:1

1:3.52%

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

3600 3600

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3600 3600

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3600 3600

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

C L

Sta. 420+78.50 R 1

Des. Grade = 3626.087

Subgrade = 3625.587

Orig. Grnd. = 3623.813

E le v

.1

O ff s e t

.5

R

T

E le v

.7

O ff s e t

.6

R

T

E le v

.5

O ff s e t

.3

L

T

E le v

.1

O ff s e t

.5

L

T

CULVERT

C L

Sta. 421+03.00 R 1

Des. Grade = 3626.218

Subgrade = 3625.718

Orig. Grnd. = 3623.638

E le v

.3

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.7

R

T

E le v

.0

O ff s e t

.9

L

T

E le v

.3

O ff s e t

.0

L

T

PRECAST HEADWALL

C L

Sta. 421+05.00 R 1

Des. Grade = 3626.228

Subgrade = 3625.728

Orig. Grnd. = 3623.625

E le v

.3

O ff s e t

.1

R

T

E le v

.2

O ff s e t

.2

R

T

E le v

.7

O ff s e t

.1

L

T

E le v

.3

O ff s e t

.0

L

T

_L

Pvmt_ETW_Layer3_R

Cul_Bot_R

Parkway Back_R

Shdr_Wedge_Layer2_L

Ditch_Front_R

1_L

Pvmt_CL_Layer2

2_L

Cul_Bot _L

Pvmt_CL_Layer3

Ditch_Back_R

Cul_Top_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Ditch_Front_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Cul_Botb_L

Parkway Back_L

1_R

2_R

Ditch_Back_L

Cul_Topb_RCul_Topb_L

Pvmt_EOP_Layer3_L

_R

Cul_Top _L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

Cul_Botb_R

Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:1.6

1.1% 1.1%1.1% xCw4_L

Cw_Bottom4_R

Pvmt_ETW_Layer3_R

Cw_Excavation1_L xCw5_L

Shdr_Wedge_Layer2_L

Cw_Excavation2_L

Cw_Bottom6_R

Pvmt_CL_Layer2

Cw_Top1_R

Cw_Bottom7_R

Pvmt_CL_Layer3

Cw_Bottom8_L xCw2_L

Cw_Foundation2_R

Cw_Bottom_L

Cw_Foundation_L Cw_Foundation3_R

Cw_Bottom3_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Cw_Bottom6_LCw_Bottom7_L

Cw_Top1_L

Cw_Bottom1_R

Cw_Foundation1_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Cw_Bottom4_L

Pvmt_ETW_Layer3_L

Cw_Bottom5_L

Cw_Top_R

Cw_Foundation1_L

Cw_Bottom1_L Cw_Excavation2_R

Cw_Foundation2_L

Cw_Bottom3_L

Cw_Foundation3_L xCw_R xCw_L xCw2_R

Cw_Bottom8_R

Pvmt_EOP_Layer3_L

Cw_Bottom_R

Cw_Foundation_R

Cw_Top_L

Pvmt_ETW_LayerTop_L xCw5_R

Cw_Excavation1_R

Shdr_Wedge_Layer2_R

Slope_Stake_Cut_L

Slope_Stake_Cut_R

-3.000%-3.000%

:1

:1

1:4

1:8.7

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2

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 5

3600 3600

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

C L

Sta. 421+25.00 R 1

Des. Grade = 3626.328

Subgrade = 3625.828

Orig. Grnd. = 3623.505

E le v

.4

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.8

R

T

E le v

.3

O ff s e t

.0

L

T

E le v

.4

O ff s e t

.8

L

T

C L

Sta. 421+50.00 R 1

Des. Grade = 3626.453

Subgrade = 3625.953

Orig. Grnd. = 3623.382

E le v

.5

O ff s e t

.3

R

T

E le v

.0

O ff s e t

.4

R

T

E le v

.5

O ff s e t

.9

L

T

E le v

.5

O ff s e t

.8

L

T

C L

Sta. 421+75.00 R 1

Des. Grade = 3626.635

Subgrade = 3626.135

Orig. Grnd. = 3623.360

E le v

.7

O ff s e t

.7

R

T

E le v

.8

O ff s e t

.4

R

T

E le v

.5

O ff s e t

.2

L

T

E le v

.7

O ff s e t

.8

L

T

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

1:2

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 6

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3605 3605

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

C L

Sta. 422+00.00 R 1

Des. Grade = 3626.931

Subgrade = 3626.431

Orig. Grnd. = 3623.977

E le v

.0

O ff s e t

.0

R

T

E le v

.8

O ff s e t

.6

R

T

E le v

.2

O ff s e t

.4

L

T

E le v

.0

O ff s e t

.8

L

T

C L

Sta. 422+25.00 R 1

Des. Grade = 3627.341

Subgrade = 3626.841

Orig. Grnd. = 3624.711

E le v

.5

O ff s e t

.4

R

T

E le v

.6

O ff s e t

.0

R

T

E le v

.4

O ff s e t

.7

L

T

E le v

.4

O ff s e t

.8

L

T

C L

Sta. 422+50.00 R 1

Des. Grade = 3627.866

Subgrade = 3627.366

Orig. Grnd. = 3626.060

E le v

.0

O ff s e t

.7

R

T

E le v

.2

O ff s e t

.2

R

T

E le v

.8

O ff s e t

.0

L

T

O ff s e t

.8

L

T

E le v

.9

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-3.000%-3.000%

1:

2 1:2

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 7

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3610 3610

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

C L

Sta. 422+75.00 R 1

Des. Grade = 3628.505

Subgrade = 3628.005

Orig. Grnd. = 3627.537

E le v

.2

O ff s e t

.0

R

T

E le v

.3

O ff s e t

.3

L

T

O ff s e t

.1

R

T

E le v

.7

O ff s e t

.8

L

T

E le v

.6

C L

Sta. 423+00.00 R 1

Des. Grade = 3629.249

Subgrade = 3628.749

Orig. Grnd. = 3628.933

E le v

.5

O ff s e t

.4

R

T

E le v

.7

O ff s e t

.8

L

T E le v

.5

O ff s e t

.8

L

T E le v

.5

O ff s e t

.8

L

T

O ff s e t

.7

R

T

E le v

.8

O ff s e t

.4

R

T

E le v

.5

C L

Sta. 423+20.00 R 1

Des. Grade = 3629.860

Subgrade = 3629.360

Orig. Grnd. = 3629.855 E le v

.1

O ff s e t

.9

R

T E le v

.1

O ff s e t

.9

R

T E le v

.6

O ff s e t

.8

R

T

E le v

.8

O ff s e t

.6

L

T

E le v

.3

O ff s e t

.7

L

T

E le v

.3

O ff s e t

.7

L

T

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Slope_Stake_Fill_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

Shdr_Wedge_Layer2_R

-3.000%-3.000% 1:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Ditch_Btm_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_R

-2.667%-1.444% 1:2.5 1:6.0

1:

2 1:2

Pvmt_ETW_Layer3_R

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Ditch_Btm_Back_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Ditch_Btm_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_L

Slope_Stake_Cut_L Pvmt_ETW_LayerTop_L

Shdr_Wedge_Layer2_R

-2.400%-0.200%1:2.5 1:6.0

1:

2 1:2

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 8

File details come from the government source that posted it.