Final_XS_WDC62.7r.pdf

2 MB Posted

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

About this file

From the source

Final_XS_WDC62.7r

View the file

Other files

File Type Posted
Bid_Summary_AK_DENA_10(46).pdf PDF
Q&A_04-09-19.pdf PDF
Amendment_A002.pdf PDF
Q&A_04-02-19.pdf PDF
Amendment_A001.pdf PDF
Final_WDCR_MP627_and_MP63_Plans_r030719.pdf PDF
Final_XS_Detour_MP62.7r.pdf PDF
Final_XS_MP63_Detour_EARTHWORK.pdf PDF
Final_XS_Detour_MP63r.pdf PDF
IFB_DENA10(46).pdf PDF
Final_XS_WDC627_EARTHWORK.pdf PDF
SWPPP_AK_NPS_DENA_.pdf PDF
Final_XS_Detour_MP62.7_EARTHWORKr.pdf PDF
Plan_Request_form.pdf PDF
Final_XS_MP_63_EARTHWORKr.pdf PDF
Final_XS_MP_63r.pdf PDF
Preliminary_West_District_Culvert_Replacement_Plan_Set.pdf PDF
DENA10(46)_Preliminary_Letter.pdf PDF
PROJECT_DESCRIPTION_DENA_10(46).pdf PDF
Show all 19

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

C L

Sta. 100+00.00 R 1

Des. Grade = 3634.221

Subgrade = 3633.721

Orig. Grnd. = 3634.221

E le v

.3

O ff s e t

.0

L

T

E le v

.4

O ff s e t

.5

R

T

E le v

.4

O ff s e t

.5

R

T

E le v

.4

O ff s e t

.7

R

T

O ff s e t

.7

L

T

E le v

.8

C L

Sta. 100+50.00 R 1

Des. Grade = 3634.765

Subgrade = 3634.265

Orig. Grnd. = 3634.731

E le v

.4

O ff s e t

.2

L

T

E le v

.8

O ff s e t

.0

L

T

E le v

.8

O ff s e t

.0

L

T

E le v

.9

O ff s e t

.8

R

T

E le v

.9

O ff s e t

.8

R

T

E le v

.4

O ff s e t

.9

R

T

C L

Sta. 101+00.00 R 1

Des. Grade = 3635.656

Subgrade = 3635.156

Orig. Grnd. = 3635.235

E le v

.0

O ff s e t

.5

L

T

E le v

.7

O ff s e t

.0

L

T

E le v

.7

O ff s e t

.0

R

T

E le v

.5

O ff s e t

.6

R

T

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Ditch_Btm_Back_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

Slope_Stake_Cut_L

1:

2 1:2

1:8.6 1:

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Ditch_Btm_L Ditch_Btm_Back_R

Pvmt_ETW_LayerTop_R Slope_Stake_Cut_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Wedge_Layer2_R

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

-3%-3% 1:

2 1:2 1:

21:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3% 101+00.001:

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

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

Sta. 101+50.00 R 1

Des. Grade = 3637.023

Subgrade = 3636.523

Orig. Grnd. = 3635.563

E le v

.2

O ff s e t

.9

L

T

E le v

.1

O ff s e t

.0

L

T

E le v

.1

O ff s e t

.0

R

T

E le v

.7

O ff s e t

.7

R

T

C L

Sta. 102+00.00 R 1

Des. Grade = 3638.736

Subgrade = 3638.236

Orig. Grnd. = 3636.107

E le v

.0

O ff s e t

.6

L

T

E le v

.8

O ff s e t

.0

L

T

E le v

.8

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.8

R

T

C L

Sta. 102+50.00 R 1

Des. Grade = 3640.466

Subgrade = 3639.966

Orig. Grnd. = 3637.093

E le v

.4

O ff s e t

.3

L

T

E le v

.5

O ff s e t

.0

L

T

E le v

.5

O ff s e t

.0

R

T

E le v

.5

O ff s e t

.1

R

T

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

1:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

1:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

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 2

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

C L

Sta. 103+00.00 R 1

Des. Grade = 3641.997

Subgrade = 3641.497

Orig. Grnd. = 3638.555

E le v

.4

O ff s e t

.4

L

T

E le v

.1

O ff s e t

.0

L

T

E le v

.1

O ff s e t

.0

R

T

E le v

.0

O ff s e t

.1

R

T

C L

Sta. 103+50.00 R 1

Des. Grade = 3643.043

Subgrade = 3642.543

Orig. Grnd. = 3640.193

E le v

.4

O ff s e t

.4

L

T

E le v

.1

O ff s e t

.0

L

T

E le v

.1

O ff s e t

.0

R

T

E le v

.4

O ff s e t

.5

R

T

C L

Sta. 103+84.00 R 1

Des. Grade = 3643.475

Subgrade = 3642.975

Orig. Grnd. = 3641.170

E le v

.8

O ff s e t

.7

L

T

E le v

.5

O ff s e t

.0

L

T

E le v

.5

O ff s e t

.0

R

T

E le v

.7

O ff s e t

.6

R

T

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

1:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

1:2 xCw5_L

Cw_Bottom5_R

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

Cw_Foundation_L

Cw_Backfill_L

Cw_Foundation3_R

Cw_Bottom3_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Cw_Bottom4_R

Pvmt_ETW_Layer3_R

Cw_Excavation1_L

Cw_Bottom8_L

Cw_Foundation2_R

Cw_Excavation_R

Cw_Bottom_L

Cw_Bottom7_L

Cw_Top1_L

Cw_Bottom1_R

Cw_Foundation1_R

Pvmt_ETW_LayerTop_R

Cw_Bottom6_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Cw_Bottom4_L

Pvmt_ETW_Layer3_L

Cw_Excavation_L

Cw_Foundation2_L

Cw_Excavation3_R

Cw_Bottom3_L

Cw_Foundation3_L xCw5_R

Cw_Excavation1_R

Shdr_Wedge_Layer2_R

Cw_Foundation1_L

Cw_Bottom1_L Cw_Excavation2_R

Cw_Bottom8_R

Pvmt_EOP_Layer3_L

Cw_Backfill_R

Cw_Bottom_R

Cw_Foundation_R

Pvmt_ETW_LayerTop_L

Slope_Stake_Cut_L

Slope_Stake_Cut_R

-3%-3%

PRECAST HEADWALL

xCw_R xCw_L

Cw_Excavation1_L xCw5_L

Cw_Bottom5_R

Cw_Excavation2_L

Cw_Bottom6_R Cw_Bottom7_R

Cw_Bottom_L

Cw_Foundation_L

Cw_Backfill_L

Cw_Foundation3_R

Cw_Bottom3_R xCw4_L

Cw_Bottom4_R

Cw_Bottom8_L xCw2_L

Cw_Foundation2_R

Cw_Excavation_RCw_Bottom7_L

Cw_Bottom1_R

Cw_Foundation1_R

Cw_Bottom5_L

Cw_Top_R

Cw_Bottom6_L

Cw_Bottom4_L

Cw_Foundation2_L

Cw_Excavation3_R

Cw_Bottom3_L

Cw_Foundation3_L xCw_RxCw5_R

Cw_Excavation1_R

Cw_Foundation1_L

Cw_Bottom1_L Cw_Excavation2_R xCw_L xCw2_R

Cw_Bottom8_R

Cw_Backfill_R

Cw_Bottom_R

Cw_Foundation_R

Cw_Top_L

:1

:1

1:3

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

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

C L

Sta. 104+10.00 R 1

Des. Grade = 3643.653

Subgrade = 3643.153

Orig. Grnd. = 3641.542

E le v

.4

O ff s e t

.1

L

T

E le v

.7

O ff s e t

.0

L

T

E le v

.7

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.4

R

T

C L

Sta. 104+35.00 R 1

Des. Grade = 3643.699

Subgrade = 3643.199

Orig. Grnd. = 3641.331

E le v

.1

O ff s e t

.8

L

T

E le v

.8

O ff s e t

.0

L

T

E le v

.8

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.5

R

T

C L

Sta. 104+50.00 R 1

Des. Grade = 3643.668

Subgrade = 3643.168

Orig. Grnd. = 3641.146

E le v

.1

O ff s e t

.2

L

T

E le v

.7

O ff s e t

.0

L

T

E le v

.7

O ff s e t

.0

R

T

E le v

.8

O ff s e t

.9

R

T

Shdr_Wedge_Layer2_L

1_L

Pvmt_CL_Layer2

Cul_Bot _L

2_L

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

_L

Pvmt_ETW_Layer3_R

Parkway Back_R

Cul_Bot_R

Cul_Top_RParkway Back_L

Cul_Botb_L

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

2_R

Cul_Botb_R

Shdr_Wedge_Layer2_R

1_R

Cul_Topb_L Cul_Topb_R

Pvmt_EOP_Layer3_L

Cul_Top _L

_R

Pvmt_ETW_LayerTop_L

Slope_Stake_Cut_L

Slope_Stake_Cut_R

-3%-3%

CULVERT

xCw_RxCw_L Ditch_Front_R Ditch_Back_R

Slope_Stake_Cut_R

Ditch_Front_LDitch_Back_L

Slope_Stake_Cut_L

:1

1:

-3%

-3% xCw5_L

Cw_Bottom5_R

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

Cw_Foundation_L

Cw_Backfill_L

Cw_Foundation3_R

Cw_Bottom3_R

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Cw_Bottom4_R

Pvmt_ETW_Layer3_R

Cw_Excavation1_L

Cw_Bottom8_L

Cw_Foundation2_R

Cw_Excavation_R

Cw_Bottom_L

Cw_Bottom7_L

Cw_Top1_L

Cw_Bottom1_R

Cw_Foundation1_R

Cw_Bottom5_L

Pvmt_ETW_LayerTop_R

Cw_Bottom6_L

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Cw_Bottom4_L

Pvmt_ETW_Layer3_L

Cw_Foundation2_L

Cw_Excavation3_R

Cw_Bottom3_L

Cw_Foundation3_L xCw5_R

Cw_Excavation1_R

Shdr_Wedge_Layer2_R

Cw_Foundation1_L

Cw_Bottom1_L Cw_Excavation2_R

Cw_Bottom8_R

Pvmt_EOP_Layer3_L

Cw_Backfill_R

Cw_Bottom_R

Cw_Foundation_R

Pvmt_ETW_LayerTop_L

Slope_Stake_Cut_L

Slope_Stake_Cut_R

-3%-3%

PRECAST HEADWALL

xCw_R xCw_LxCw5_L

Cw_Bottom5_R

Cw_Excavation2_L

Cw_Bottom6_R Cw_Bottom7_R

Cw_Bottom_L

Cw_Foundation_L

Cw_Backfill_L

Cw_Foundation3_R

Cw_Bottom3_R xCw4_L

Cw_Bottom4_R

Cw_Bottom8_L xCw2_L

Cw_Foundation2_R

Cw_Excavation_RCw_Bottom7_L

Cw_Bottom1_R

Cw_Foundation1_R

Cw_Bottom5_L

Cw_Top_R

Cw_Bottom6_L

Cw_Bottom4_L

Cw_Foundation2_L

Cw_Bottom3_L

Cw_Foundation3_L xCw_RxCw5_R

Cw_Excavation1_R

Cw_Foundation1_L

Cw_Bottom1_L Cw_Excavation2_R xCw_L xCw2_R

Cw_Bottom8_R

Cw_Bottom_R

Cw_Foundation_R

Cw_Top_L

:1

:1

1:3

7%

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

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 4

3615 3615

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3650 3650

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

C L

Sta. 105+00.00 R 1

Des. Grade = 3643.248

Subgrade = 3642.748

Orig. Grnd. = 3639.965

E le v

.5

O ff s e t

.6

L

T

E le v

.3

O ff s e t

.0

L

T

E le v

.3

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.9

R

T

C L

Sta. 105+50.00 R 1

Des. Grade = 3642.339

Subgrade = 3641.839

Orig. Grnd. = 3638.993

E le v

.7

O ff s e t

.3

L

T

E le v

.4

O ff s e t

.0

L

T

E le v

.4

O ff s e t

.0

R

T

E le v

.7

O ff s e t

.4

R

T

C L

Sta. 106+00.00 R 1

Des. Grade = 3641.062

Subgrade = 3640.562

Orig. Grnd. = 3638.404

E le v

.0

O ff s e t

.2

L

T

E le v

.1

O ff s e t

.0

L

T

E le v

.2

O ff s e t

.0

R

T

E le v

.2

O ff s e t

.9

R

T

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

1:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

105+50.00

1:

1:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

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

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645

C L

Sta. 106+50.00 R 1

Des. Grade = 3639.783

Subgrade = 3639.283

Orig. Grnd. = 3638.224

E le v

.2

O ff s e t

.4

L

T

E le v

.8

O ff s e t

.0

L

T

E le v

.9

O ff s e t

.0

R

T

E le v

.8

O ff s e t

.1

R

T

C L

Sta. 107+00.00 R 1

Des. Grade = 3638.849

Subgrade = 3638.349

Orig. Grnd. = 3638.098

E le v

.6

O ff s e t

.6

L

T

E le v

.9

O ff s e t

.0

L

T

E le v

.9

O ff s e t

.0

R

T

E le v

.9

O ff s e t

.2

R

T

C L

Sta. 107+50.00 R 1

Des. Grade = 3638.373

Subgrade = 3637.873

Orig. Grnd. = 3638.213

E le v

.9

O ff s e t

.9

L

T

E le v

.4

O ff s e t

.0

L

T

E le v

.4

O ff s e t

.0

L

T

E le v

.5

O ff s e t

.0

R

T

E le v

.5

O ff s e t

.0

R

T

E le v

.4

O ff s e t

.9

R

T

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

1:2

Shdr_Wedge_Layer2_L

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Slope_Stake_Fill_R

Pvmt_ETW_LayerTop_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Slope_Stake_Fill_L

Shdr_Wedge_Layer2_R

Pvmt_EOP_Layer3_L

Pvmt_ETW_LayerTop_L

-3%-3% 1:

2 1:2

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Ditch_Btm_L Ditch_Btm_Back_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Wedge_Layer2_R

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

2 1:2

1:

21:2

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

3620 3620

3625 3625

3630 3630

3635 3635

3640 3640

3645 3645 C L

Sta. 108+00.00 R 1

Des. Grade = 3638.297

Subgrade = 3637.797

Orig. Grnd. = 3638.289

E le v

.8

O ff s e t

.2

L

T

E le v

.4

O ff s e t

.2

L

T

E le v

.4

O ff s e t

.2

L

T

E le v

.4

O ff s e t

.1

R

T

E le v

.4

O ff s e t

.1

R

T

E le v

.1

O ff s e t

.4

R

T

Shdr_Wedge_Layer2_L

Ditch_Btm_R

Pvmt_CL_Layer2

Pvmt_CL_Layer3

Pvmt_ETW_Layer2_R

Pvmt_CL_LayerTop

Pvmt_ETW_Layer3_R

Ditch_Btm_L

Ditch_Btm_Back_R

Pvmt_ETW_LayerTop_R

Slope_Stake_Cut_R

Pvmt_EOP_Layer3_R

Pvmt_ETW_Layer2_L

Pvmt_ETW_Layer3_L

Shdr_Wedge_Layer2_R

Ditch_Btm_Back_L

Pvmt_EOP_Layer3_L

Slope_Stake_Cut_L

Pvmt_ETW_LayerTop_L

-3%-3%

1:

2 1:2 1:

21:2

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

File details come from the government source that posted it.