Approach_Roads_xc.pdf
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PHYSICAL DATA
for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
AK USFS 2060(1)
NAUKATI ROAD
RECONSTRUCTION
APPROACH ROAD
CROSS SECTIONS
MT PRA GLAC 10 (21)
GTSR Rehabilitation, West Tunnel to Haystack
Phase VI
EARTHWORK DATA LISTING
Station 1230+38.35 to 1414+50
MT PRA GLAC 10 (21)
GTSR Rehabilitation, West Tunnel to Haystack
Phase VI
CROSS-SECTIONS
Station 1229+90 to 1416+00
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90 90
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 46+08
Sheet 1
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Shdr_EOP_Layer3_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Shdr_Outside_Layer4_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
500+70.00
500+70.00
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 500+70.00 R 1
Des. Grade = 83.71
Subgrade = 82.21
Orig. Grnd. = 82.36
2.23% -2.65% -2.65% 2.23%
1:1.5
1:3.1
E le v
.4
O ff s e t
.5 f t
E le v
.5
O ff s e t
.0 f t
E le v
.4
O ff s e t
.8 f t
E le v
.3
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.6
O ff s e t
.9 f t
E le v
.6
O ff s e t
.1 f t
1:3 1:3
Pvmt_CL_Layer4
Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Shdr_Outside_Layer4_R
Shdr_EOP_Layer3_R
500+64.00
500+64.00
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
500+63.00
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 500+64.79 R 1
Des. Grade = 84.01
Subgrade = 82.51
Orig. Grnd. = 82.57
2.43% -2.81% -2.81% 2.43%
1:1.6
1:3.2 1:4.7
E le v
.5
O ff s e t
.1 f t
E le v
.2
O ff s e t
.3 f t
E le v
.9
O ff s e t
.4 f t
E le v
.8
O ff s e t
.2 f t
E le v
.7
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.0
O ff s e t
.8 f t
E le v
.9
O ff s e t
.8 f t
E le v
.6
O ff s e t
.4 f t
1:3
Pvmt_CL_Layer4
Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
500+49.00
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
500+54.00
500+54.00
Shdr_EOP_Layer3_R
500+53.00
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
500+52.00
500+50.86
Pvmt_CL_LayerTop
500+51.00
Pvmt_ETW_Layer3_R
500+50.44
500+50.00
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3 Exterior Boundary
Exterior Boundary
CL
Sta. 500+54.75 R 1
Des. Grade = 84.49
Subgrade = 82.99
Orig. Grnd. = 82.97
2.80% -3.12% -3.12% 2.80%
1:1.9
1:3.6
E le v
.8
O ff s e t
.1 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.3
O ff s e t
.8 f t
E le v
.2
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.3
O ff s e t
.6 f t
E le v
.2
O ff s e t
.6 f t
E le v
.4
O ff s e t
.9 f t
1:3 1:3
1:3
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
500+49.00
Shdr_EOP_Layer3_L
500+48.00
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
500+47.00
500+46.00
Pvmt_ETW_Layer3_L
500+45.00
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
500+44.00
Shdr_Outside_Layer4_R
500+43.00
Shdr_EOP_Layer3_R
500+42.00
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
500+41.00
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
500+50.44
500+50.44
500+50.00
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 500+50.44 R 1
Des. Grade = 84.65
Subgrade = 83.15
Orig. Grnd. = 83.15
2.96% -3.26% -3.26% 2.96%
1:2.4
E le v
.5
O ff s e t
.5 f t
E le v
.6
O ff s e t
.3 f t
E le v
.5
O ff s e t
.1 f t
E le v
.3
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.3
O ff s e t
.6 f t
E le v
.2
O ff s e t
.4 f t
E le v
.8
O ff s e t
.4 f t
1:3 1:3 1:4
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
500+49.00
Shdr_EOP_Layer3_L
500+48.00
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
500+47.00
500+46.00
Pvmt_ETW_Layer3_L
500+45.00
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
500+44.00
Shdr_Outside_Layer4_R
500+43.00
Shdr_EOP_Layer3_R
500+42.00
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
500+41.00
Pvmt_CL_LayerTop
500+40.00
Pvmt_ETW_Layer3_R
500+50.00
500+50.00
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 500+50.00 R 1
Des. Grade = 84.67
Subgrade = 83.17
Orig. Grnd. = 83.17
2.98% -3.27% -3.27% 2.98%
1:2.5
1:4.1
E le v
.5
O ff s e t
.6 f t
E le v
.7
O ff s e t
.3 f t
E le v
.5
O ff s e t
.2 f t
E le v
.4
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.3
O ff s e t
.9 f t
E le v
.1
O ff s e t
.8 f t
E le v
.7
O ff s e t
.2 f t
1:3
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80 80
90 90
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 46+08
Sheet 2
Pvmt_CL_Layer4
Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 501+49.27 R 1
Des. Grade = 80.90
Subgrade = 79.40
Orig. Grnd. = 80.90
-0.71% -0.20% -0.20%-0.71%
E le v
.8
O ff s e t
.7 f t
E le v
.2
O ff s e t
.6 f t
E le v
.2
O ff s e t
.6 f t
E le v
.2
O ff s e t
.6 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.5 f t
E le v
.5
O ff s e t
.1 f t
1:2
1:3 1:3 1:3
1:3
1:3
Pvmt_CL_Layer4
Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 501+45.00 R 1
Des. Grade = 80.91
Subgrade = 79.41
Orig. Grnd. = 80.90
-0.55% -0.33% -0.33%-0.55%
E le v
.3
O ff s e t
.7 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.5 f t
E le v
.3
O ff s e t
.5 f t
E le v
.5
O ff s e t
.2 f t
1:2 1:3
1:3 1:3
1:3 1:3
Pvmt_CL_Layer4
Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 501+25.00 R 1
Des. Grade = 81.13
Subgrade = 79.63
Orig. Grnd. = 80.96
0.19% -0.95% -0.95%0.19%
E le v
.0
O ff s e t
.2 f t
E le v
.6
O ff s e t
.4 f t
E le v
.6
O ff s e t
.4 f t
E le v
.6
O ff s e t
.4 f t
E le v
.6
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.5 f t
1:2 1:3
1:3 1:3
1:31:3
Pvmt_CL_Layer4
Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
501+00.00
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 501+00.00 R 1
Des. Grade = 81.98
Subgrade = 80.48
Orig. Grnd. = 81.30
1.12% -1.72% -1.72%1.12% 1:1.5
1:3.1 1:2.5
E le v
.0
O ff s e t
.2 f t
E le v
.6
O ff s e t
.3 f t
E le v
.6
O ff s e t
.3 f t
E le v
.6
O ff s e t
.3 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.2
O ff s e t
.2 f t
E le v
.2
O ff s e t
.0 f t
E le v
.0
O ff s e t
.3 f t
1:3 1:3
Pvmt_CL_Layer4 Slope_Stake_Cut_L
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Shdr_Outside_Layer4_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
500+85.00
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 500+85.00 R 1
Des. Grade = 82.79
Subgrade = 81.29
Orig. Grnd. = 81.69
1.68% -2.19% -2.19%1.68%
1:1.5
1:3.11:2.5
E le v
.2
O ff s e t
.2 f t
E le v
.2
O ff s e t
.2 f t
E le v
.2
O ff s e t
.2 f t
E le v
.5
O ff s e t
.2 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.9
O ff s e t
.1 f t
E le v
.9
O ff s e t
.9 f t
E le v
.8
O ff s e t
.5 f t
100100
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50 50
60 60
70 70
40 40
50 50
60 60
70 70
40 40
50 50
60 60
70 70
40 40
50 50
60 60
70 70
50 50
60 60
70 70
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 67+08
Sheet 1
Pvmt_CL_Layer4
1000+92.50
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
1000+95.00
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 1000+92.50 R 1
Des. Grade = 65.67
Subgrade = 64.17
Orig. Grnd. = 65.43
3.71% -4.44% -4.44% 3.71%
1:3 .41 :3.
41:1.6
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.7
O ff s e t
.2 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.7
O ff s e t
.8 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.1
O ff s e t
.1 f t
E le v
.1
O ff s e t
.1 f t
E le v
.1
O ff s e t
.1 f t
E le v
.5
O ff s e t
.3 f t
1:31:3
1:3
Pvmt_CL_Layer4
1000+75.00
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_RDaylight_Btm_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Slope_Stake_Daylight_Ditch_R
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 1000+75.00 R 1
Des. Grade = 64.20
Subgrade = 62.70
Orig. Grnd. = 63.71
2.86% -3.37% -3.37% 2.86%
1:20.01:20.0
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.6
O ff s e t
.1 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.1
O ff s e t
.8 f t
E le v
.0
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.7
O ff s e t
.9 f t
E le v
.7
O ff s e t
.9 f t
1:3
1:3 1:3
1:3
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 1000+72.02 R 1
Des. Grade = 63.99
Subgrade = 62.49
Orig. Grnd. = 63.44
2.72% -3.18% -3.18% 2.72%
1:2.5
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.3 f t
E le v
.9
O ff s e t
.1 f t
E le v
.9
O ff s e t
.1 f t
E le v
.9
O ff s e t
.1 f t
E le v
.8
O ff s e t
.9 f t
E le v
.7
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.7
O ff s e t
.9 f t
E le v
.4
O ff s e t
.3 f t
1:3
1:3 1:3
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
Shdr_Outside_Layer4_L
1000+50.00
1000+50.00
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
1000+44.28
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
1000+45.00
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 1000+50.00 R 1
Des. Grade = 62.81
Subgrade = 61.31
Orig. Grnd. = 61.27
1.65% -1.84% -1.84% 1.65%
1:2.1
1:3.6
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.7 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.2 f t
E le v
.6
O ff s e t
.7 f t
E le v
.5
O ff s e t
.4 f t
E le v
.4
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.8
O ff s e t
.6 f t
E le v
.6
O ff s e t
.6 f t
E le v
.7
O ff s e t
.5 f t
1:3
1:3
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
1000+40.22 1000+40.00
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
1000+44.28
1000+44.28
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
1000+37.50
Pvmt_ETW_Layer3_L
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
1000+35.56
Pvmt_CL_Layer3
Exterior Boundary
Exterior BoundarySlope_Stake_Fill_R
CL
Sta. 1000+44.28 R 1
Des. Grade = 62.60
Subgrade = 61.10
Orig. Grnd. = 61.17
1.37% -1.49% -1.49%1.37%
1:1.5
1:4.2
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.1
O ff s e t
.6 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.9 f t
E le v
.3
O ff s e t
.1 f t
E le v
.3
O ff s e t
.8 f t
E le v
.2
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.6
O ff s e t
.1 f t
E le v
.5
O ff s e t
.1 f t
E le v
.8
O ff s e t
.6 f t
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
50 50
60 60
70 70
50 50
60 60
70 70
80 80
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 67+08
Sheet 2
1001+10.00
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
1001+05.00
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 1001+03.07 R 1
Des. Grade = 66.68
Subgrade = 65.18
Orig. Grnd. = 66.68
4.22% -4.00% -4.00% 4.23%
1:3 .8
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.3 f t
E le v
.5
O ff s e t
.9 f t
E le v
.5
O ff s e t
.9 f t
E le v
.4
O ff s e t
.6 f t
E le v
.0
O ff s e t
.3 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.1 f t
E le v
.8
O ff s e t
.0 f t
1:4
1:3 1:3
1:3
1:2
Pvmt_CL_Layer4
Shdr_Outside_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Cut_L
Shdr_Outside_Layer4_L
Ditch_Btm_Back_L
Shdr_EOP_Layer3_L
Shdr_EOP_LayerTop_L
Shdr_EOP_Layer4_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_Layer4_L
Pvmt_ETW_LayerTop_R
Shdr_Outside_Layer3_R
Ditch_Btm_L
Shdr_Outside_Layer4_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
1001+05.00
Shdr_EOP_LayerTop_R
Shdr_EOP_Layer4_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_ETW_Layer4_R
Ditch_Btm_R
1001+00.00
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 1001+00.00 R 1
Des. Grade = 66.39
Subgrade = 64.89
Orig. Grnd. = 66.39
4.07% -4.00% -4.00% 4.07%
1:3 .81 :3.7
1:1.9
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.9
O ff s e t
.9 f t
E le v
.1
O ff s e t
.6 f t
E le v
.1
O ff s e t
.6 f t
E le v
.0
O ff s e t
.4 f t
E le v
.6
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.9
O ff s e t
.1 f t
E le v
.9
O ff s e t
.1 f t
E le v
.9
O ff s e t
.1 f t
E le v
.5
O ff s e t
.8 f t
1:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
60 60
70 70
80 80
90 90
60 60
70 70
80 80
90 90
60 60
70 70
80 80
90 90
60 60
70 70
80 80
90 90
60 60
70 70
80 80
90 90
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 81+46
Sheet 1
CL
Sta. 2000+31.12 R 1
Des. Grade = 82.52
Subgrade = 81.02
Orig. Grnd. = 79.80
-1.60% 1.12% 1.12%-1.60%
1:2 .8
1:5.71:4.
1:5.0
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.5
O ff s e t
.6 f t
E le v
.4
O ff s e t
.4 f t
E le v
.6
O ff s e t
.1 f t
E le v
.9
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.9
O ff s e t
.7 f t
CL
Sta. 2000+31.93 R 1
Des. Grade = 82.52
Subgrade = 81.02
Orig. Grnd. = 79.89
-1.60% 1.12% 1.12%-1.60%
1:2 .7
1:5.41:4.
1:4.8
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.6 f t
E le v
.5
O ff s e t
.3 f t
E le v
.6
O ff s e t
.3 f t
E le v
.9
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.3
O ff s e t
.1 f t
E le v
.4
O ff s e t
.9 f t
E le v
.9
O ff s e t
.3 f t
CL
Sta. 2000+38.71 R 1
Des. Grade = 82.53
Subgrade = 81.03
Orig. Grnd. = 80.65
-1.57% 1.10% 1.10%-1.57% 1:3.81:3
.6 1:3.7
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.9 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.2 f t
E le v
.9
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.2
O ff s e t
.2 f t
E le v
.3
O ff s e t
.6 f t
E le v
.2
O ff s e t
.9 f t
1:3
CL
Sta. 2000+42.54 R 1
Des. Grade = 82.54
Subgrade = 81.04
Orig. Grnd. = 81.08
-1.56% 1.08% 1.08%-1.56% 1:3.6
1:3 .5
1:3 .4
1:3.5
1:
2.41:2.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.6 f t
E le v
.6
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.6
O ff s e t
.4 f t
E le v
.7
O ff s e t
.1 f t
E le v
.9
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.2
O ff s e t
.9 f t
E le v
.3
O ff s e t
.8 f t
E le v
.3
O ff s e t
.4 f t
E le v
.3
O ff s e t
.4 f t
E le v
.5
O ff s e t
.4 f t
CL
Sta. 2000+76.59 R 1
Des. Grade = 82.60
Subgrade = 81.10
Orig. Grnd. = 82.21
-1.43% 0.97% 0.97%-1.43%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.9 f t
E le v
.8
O ff s e t
.7 f t
E le v
.8
O ff s e t
.7 f t
E le v
.8
O ff s e t
.7 f t
E le v
.9
O ff s e t
.9 f t
E le v
.0
O ff s e t
.0 f t
E le v
.1
O ff s e t
.9 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.6 f t
E le v
.2
O ff s e t
.6 f t
E le v
.2
O ff s e t
.6 f t
E le v
.5
O ff s e t
.2 f t
1:2 1:
1:3 1:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
60 60
70 70
80 80
90 90
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 81+46
Sheet 2
CL
Sta. 2000+81.93 R 1
Des. Grade = 82.61
Subgrade = 81.11
Orig. Grnd. = 82.30
-1.41% 0.95% 0.96%-1.42%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.9
O ff s e t
.5 f t
E le v
.8
O ff s e t
.4 f t
E le v
.8
O ff s e t
.4 f t
E le v
.8
O ff s e t
.4 f t
E le v
.9
O ff s e t
.7 f t
E le v
.0
O ff s e t
.0 f t
E le v
.1
O ff s e t
.9 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.8 f t
E le v
.2
O ff s e t
.9 f t
E le v
.2
O ff s e t
.9 f t
E le v
.2
O ff s e t
.9 f t
1:2 1:
1:3 1:3 1:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
50 50
60 60
70 70
80 80
50 50
60 60
70 70
80 80
50 50
60 60
70 70
80 80
50 50
60 60
70 70
80 80
50 50
60 60
70 70
80 80
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 119+58
Sheet 1
CL
Sta. 2501+00.00 R 1
Des. Grade = 67.65
Subgrade = 66.15
Orig. Grnd. = 71.01
-2.28% 1.15% 1.15% -3.87%
1:2 .9
1:2 .9
1:
1.
1:1.9
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.4 f t
E le v
.2
O ff s e t
.9 f t
E le v
.2
O ff s e t
.9 f t
E le v
.3
O ff s e t
.8 f t
E le v
.5
O ff s e t
.7 f t
E le v
.9
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.3 f t
E le v
.3
O ff s e t
.3 f t
E le v
.3
O ff s e t
.3 f t
E le v
.2
O ff s e t
.2 f t
1:3 1:3
CL
Sta. 2501+35.00 R 1
Des. Grade = 69.97
Subgrade = 68.47
Orig. Grnd. = 72.12
-1.53% 0.77% 0.77%-2.60%
1:2 .9
1:2 .9
1:
1.
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.5
O ff s e t
.8 f t
E le v
.9
O ff s e t
.3 f t
E le v
.9
O ff s e t
.3 f t
E le v
.0
O ff s e t
.2 f t
E le v
.1
O ff s e t
.3 f t
E le v
.3
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.4 f t
E le v
.6
O ff s e t
.4 f t
E le v
.6
O ff s e t
.4 f t
E le v
.9
O ff s e t
.3 f t
1:3 1:3
CL
Sta. 2501+43.00 R 1
Des. Grade = 70.50
Subgrade = 69.00
Orig. Grnd. = 72.27
-1.36% 0.69% 0.69%-2.31%
1:2 .9 1:20.0
1:2 .9
1:1.5
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.1
O ff s e t
.2 f t
E le v
.5
O ff s e t
.2 f t
E le v
.5
O ff s e t
.2 f t
E le v
.6
O ff s e t
.2 f t
E le v
.7
O ff s e t
.3 f t
E le v
.8
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
E le v
.7
O ff s e t
.3 f t
1:3 1:3
CL
Sta. 2501+50.00 R 1
Des. Grade = 70.94
Subgrade = 69.44
Orig. Grnd. = 72.38
-1.21% 0.61% 0.61%-2.06%
1:20.0
1:1.5
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.7
O ff s e t
.7 f t
E le v
.1
O ff s e t
.8 f t
E le v
.1
O ff s e t
.8 f t
E le v
.1
O ff s e t
.8 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.4 f t
E le v
.5
O ff s e t
.4 f t
E le v
.3
O ff s e t
.1 f t
1:3 1:3
1:3 1:3
CL
Sta. 2501+55.00 R 1
Des. Grade = 71.23
Subgrade = 69.73
Orig. Grnd. = 72.46
-1.10% 0.56% 0.56%-1.88%
1:20.01:20.0
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.4
O ff s e t
.3 f t
E le v
.4
O ff s e t
.7 f t
E le v
.4
O ff s e t
.7 f t
E le v
.4
O ff s e t
.7 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.4 f t
E le v
.8
O ff s e t
.4 f t
E le v
.8
O ff s e t
.4 f t
E le v
.3
O ff s e t
.1 f t
E le v
.3
O ff s e t
.1 f t
1:3 1:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
50 50
60 60
70 70
80 80
50 50
60 60
70 70
80 80
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 119+58
Sheet 2
CL
Sta. 2501+65.00 R 1
Des. Grade = 71.73
Subgrade = 70.23
Orig. Grnd. = 72.62
-0.89% 0.45% 0.45%-1.51%
1:20.0
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.5
O ff s e t
.5 f t
E le v
.0
O ff s e t
.7 f t
E le v
.0
O ff s e t
.7 f t
E le v
.0
O ff s e t
.7 f t
E le v
.0
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.4 f t
E le v
.3
O ff s e t
.4 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
1:3 1:3
1:3
CL
Sta. 2501+95.00 R 1
Des. Grade = 72.67
Subgrade = 71.17
Orig. Grnd. = 72.77
-0.25% 0.13% 0.13%-0.42%
1:
1.
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.3 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
1:3 1:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 133+49
Sheet 1
CL
Sta. 3500+27.50 R 1
Des. Grade = 25.90
Subgrade = 24.40
Orig. Grnd. = 23.06
-1.34% 0.88% 0.88%-1.34%
1:5.3
1:5.11:4.
1:4.5
1:4.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.7
O ff s e t
.9 f t
E le v
.9
O ff s e t
.8 f t
E le v
.9
O ff s e t
.8 f t
E le v
.2
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.2 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.5
O ff s e t
.3 f t
CL
Sta. 3500+29.07 R 1
Des. Grade = 25.89
Subgrade = 24.39
Orig. Grnd. = 23.03
-1.32% 0.86% 0.87%-1.32%
1:4.
1:4.8
1:4.2
1:4.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.7
O ff s e t
.9 f t
E le v
.9
O ff s e t
.9 f t
E le v
.0
O ff s e t
.5 f t
E le v
.2
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.6
O ff s e t
.7 f t
E le v
.7
O ff s e t
.5 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.4
O ff s e t
.7 f t
1:4
CL
Sta. 3500+33.95 R 1
Des. Grade = 25.82
Subgrade = 24.32
Orig. Grnd. = 22.94
-1.26% 0.83% 0.82%-1.27%
1:3 .9
1:3.91:3 .7
1:3.8
1:3 .7
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.7
O ff s e t
.4 f t
E le v
.9
O ff s e t
.7 f t
E le v
.9
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.5
O ff s e t
.1 f t
E le v
.6
O ff s e t
.5 f t
E le v
.6
O ff s e t
.2 f t
E le v
.6
O ff s e t
.2 f t
E le v
.9
O ff s e t
.4 f t
CL
Sta. 3500+50.00 R 1
Des. Grade = 25.42
Subgrade = 23.92
Orig. Grnd. = 22.58
-1.09% 0.68% 0.67%-1.09%
1:3 .1
1:3.31:3 .1
1:3.3
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.9 f t
E le v
.6
O ff s e t
.4 f t
E le v
.7
O ff s e t
.6 f t
E le v
.8
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.6 f t
E le v
.1
O ff s e t
.3 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.8
O ff s e t
.3 f t
1:3
CL
Sta. 3500+82.50 R 1
Des. Grade = 23.81
Subgrade = 22.31
Orig. Grnd. = 21.62
-0.74% 0.39% 0.40%-0.73% 1:3.1
1:3.1
1:2 .6
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.6 f t
E le v
.1
O ff s e t
.3 f t
E le v
.2
O ff s e t
.7 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.2 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.6 f t
E le v
.1
O ff s e t
.4 f t
1:3
1:3
CL
Sta. 3500+93.78 R 1
Des. Grade = 23.07
Subgrade = 21.57
Orig. Grnd. = 21.33
-0.61% 0.29% 0.29%-0.62% 1:3.1
1:3.1
1:
2.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.9
O ff s e t
.7 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.6 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.6
O ff s e t
.5 f t
E le v
.7
O ff s e t
.6 f t
E le v
.7
O ff s e t
.6 f t
E le v
.5
O ff s e t
.5 f t
100100
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10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 133+49
Sheet 2
CL
Sta. 3501+00.00 R 1
Des. Grade = 22.66
Subgrade = 21.16
Orig. Grnd. = 21.18
-0.55% 0.24% 0.25%-0.50% 1:3.11:20.0
1:3.1
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.8
O ff s e t
.2 f t
E le v
.0
O ff s e t
.5 f t
E le v
.0
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.2 f t
E le v
.2
O ff s e t
.7 f t
E le v
.2
O ff s e t
.7 f t
E le v
.2
O ff s e t
.7 f t
E le v
.8
O ff s e t
.8 f t
1:
21:3
1:31:3
CL
Sta. 3501+10.00 R 1
Des. Grade = 22.00
Subgrade = 20.50
Orig. Grnd. = 20.88
-0.43% 0.15% 0.16%-0.50% 1:3.1
1:20.0
1:3.1
1:20.0
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.9
O ff s e t
.3 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.8 f t
E le v
.5
O ff s e t
.3 f t
E le v
.5
O ff s e t
.4 f t
E le v
.5
O ff s e t
.4 f t
E le v
.6
O ff s e t
.4 f t
1:
1:3 1:3
CL
Sta. 3501+13.19 R 1
Des. Grade = 21.79
Subgrade = 20.29
Orig. Grnd. = 20.79
-0.39% 0.12% 0.14%-0.40% 1:3.1
1:3.1
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.5 f t
E le v
.2
O ff s e t
.5 f t
E le v
.2
O ff s e t
.5 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.4 f t
E le v
.3
O ff s e t
.9 f t
E le v
.3
O ff s e t
.9 f t
E le v
.3
O ff s e t
.9 f t
E le v
.0
O ff s e t
.2 f t
1:
1:3
1:3 1:4
CL
Sta. 3501+15.00 R 1
Des. Grade = 21.66
Subgrade = 20.16
Orig. Grnd. = 20.74
-0.37% 0.11% 0.08%-0.30% 1:3.1
1:3.1 E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.3 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.1 f t
E le v
.2
O ff s e t
.7 f t
E le v
.2
O ff s e t
.7 f t
E le v
.2
O ff s e t
.7 f t
E le v
.2
O ff s e t
.6 f t
1:
1:3 1:3 1:3
CL
Sta. 3501+25.00 R 1
Des. Grade = 21.05
Subgrade = 19.55
Orig. Grnd. = 20.40
-0.26% 0.02% 0.00%-0.20% 1:2.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.4 f t
E le v
.5
O ff s e t
.5 f t
E le v
.5
O ff s e t
.5 f t
E le v
.5
O ff s e t
.5 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.5 f t
E le v
.5
O ff s e t
.5 f t
E le v
.5
O ff s e t
.5 f t
E le v
.7
O ff s e t
.8 f t
1:
1:3 1:3
1:3 1:3
CL
Sta. 3501+50.00 R 1
Des. Grade = 19.95
Subgrade = 18.45
Orig. Grnd. = 19.47
0.02% -0.20% -0.20%0.00%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.0
O ff s e t
.2 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.5 f t
E le v
.4
O ff s e t
.6 f t
1:
21:3 1:3
1:3
100100
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10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
10 10
20 20
10 10
20 20
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 133+49
Sheet 3
CL
Sta. 3501+59.91 R 1
Des. Grade = 19.68
Subgrade = 18.18
Orig. Grnd. = 19.16
0.13% -0.29% -0.30%0.10%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.6
O ff s e t
.8 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.4 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.1
O ff s e t
.5 f t
E le v
.3
O ff s e t
.0 f t
1:
21:3 1:3
1:3 1:3
1:3
CL
Sta. 3501+82.96 R 1
Des. Grade = 19.42
Subgrade = 17.92
Orig. Grnd. = 19.31
0.37% -0.49% -0.50%0.40%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.1 f t
E le v
.9
O ff s e t
.4 f t
E le v
.9
O ff s e t
.4 f t
E le v
.9
O ff s e t
.4 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.5 f t
E le v
.8
O ff s e t
.5 f t
E le v
.8
O ff s e t
.5 f t
E le v
.7
O ff s e t
.4 f t
1:
21:3
1:3 1:3
1:3 1:3
CL
Sta. 3501+95.90 R 1
Des. Grade = 19.50
Subgrade = 18.00
Orig. Grnd. = 19.50
0.53% -0.61% -0.60%0.50% 1:2.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.7 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.5 f t
E le v
.9
O ff s e t
.5 f t
E le v
.9
O ff s e t
.5 f t
E le v
.9
O ff s e t
.6 f t
1:
21:3
1:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 134+35
Sheet 1
CL
Sta. 3600+26.06 R 1
Des. Grade = 26.13
Subgrade = 24.63
Orig. Grnd. = 21.75
1.55% -1.42% -1.42% 1.55%
1:3 .6 1:5.2
1:5.2 1:3.9
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.9
O ff s e t
.9 f t
E le v
.2
O ff s e t
.0 f t
E le v
.1
O ff s e t
.8 f t
E le v
.8
O ff s e t
.0 f t
E le v
.4
O ff s e t
.9 f t
E le v
.2
O ff s e t
.1 f t
E le v
.0
O ff s e t
.5 f t
E le v
.7
O ff s e t
.4 f t
CL
Sta. 3600+42.50 R 1
Des. Grade = 26.30
Subgrade = 24.80
Orig. Grnd. = 21.41
1.38% -1.42% -1.43%1.37%
1:
1.
8 1:3.2
1:3 .4 1:3.1
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.5 f t
E le v
.1
O ff s e t
.9 f t
E le v
.1
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.2 f t
E le v
.4
O ff s e t
.1 f t
E le v
.1
O ff s e t
.4 f t
CL
Sta. 3600+48.69 R 1
Des. Grade = 26.33
Subgrade = 24.83
Orig. Grnd. = 21.27
1.31% -1.42% -1.43%1.31%
1:
1.
1:3 .2
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.4 f t
E le v
.1
O ff s e t
.2 f t
E le v
.1
O ff s e t
.5 f t
E le v
.9
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.6 f t
E le v
.5
O ff s e t
.4 f t
E le v
.1
O ff s e t
.7 f t
1:3
1:3
CL
Sta. 3600+50.00 R 1
Des. Grade = 26.32
Subgrade = 24.82
Orig. Grnd. = 21.25
1.30% -1.43% -1.41%1.30%
1:
1.
1:3 .2
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.9 f t
E le v
.1
O ff s e t
.7 f t
E le v
.0
O ff s e t
.1 f t
E le v
.9
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.4 f t
E le v
.5
O ff s e t
.2 f t
E le v
.1
O ff s e t
.5 f t
1:3
1:3
CL
Sta. 3600+74.41 R 1
Des. Grade = 25.79
Subgrade = 24.29
Orig. Grnd. = 21.10
1.05% -1.42% -1.41%1.05%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.2 f t
E le v
.5
O ff s e t
.5 f t
E le v
.4
O ff s e t
.1 f t
E le v
.4
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.0
O ff s e t
.3 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.9 f t
1:3 1:3
1:3
CL
Sta. 3600+76.06 R 1
Des. Grade = 25.72
Subgrade = 24.22
Orig. Grnd. = 21.10
1.03% -1.42% -1.42%1.03%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.9 f t
E le v
.4
O ff s e t
.3 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.1 f t
E le v
.9
O ff s e t
.9 f t
E le v
.0
O ff s e t
.6 f t
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
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10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 134+35
Sheet 2
CL
Sta. 3600+77.50 R 1
Des. Grade = 25.66
Subgrade = 24.16
Orig. Grnd. = 21.10
1.02% -1.42% -1.43%1.02%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.7 f t
E le v
.3
O ff s e t
.2 f t
E le v
.3
O ff s e t
.9 f t
E le v
.2
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.7 f t
E le v
.1
O ff s e t
.2 f t
1:3 1:3
1:3
CL
Sta. 3600+79.75 R 1
Des. Grade = 25.55
Subgrade = 24.05
Orig. Grnd. = 21.11
0.99% -1.42% -1.43%1.00%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.3
O ff s e t
.3 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.7 f t
E le v
.1
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.7
O ff s e t
.7 f t
E le v
.1
O ff s e t
.7 f t
1:3 1:3
1:3
CL
Sta. 3601+00.00 R 1
Des. Grade = 24.61
Subgrade = 23.11
Orig. Grnd. = 21.23
0.78% -1.42% -1.40%0.79%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.7 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.6 f t
E le v
.1
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.8
O ff s e t
.7 f t
E le v
.9
O ff s e t
.3 f t
1:3 1:3 1:3
CL
Sta. 3601+20.00 R 1
Des. Grade = 23.68
Subgrade = 22.18
Orig. Grnd. = 21.38
0.57% -1.42% -1.43%0.57%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.6
O ff s e t
.3 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.7 f t
E le v
.1
O ff s e t
.7 f t
1:4 1:3 1:3
CL
Sta. 3601+24.41 R 1
Des. Grade = 23.48
Subgrade = 21.98
Orig. Grnd. = 21.47
0.52% -1.42% -1.43%0.54%
1:
1.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.7
O ff s e t
.9 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.7
O ff s e t
.7 f t
E le v
.1
O ff s e t
.8 f t
1:4 1:3 1:3
CL
Sta. 3601+26.06 R 1
Des. Grade = 23.41
Subgrade = 21.91
Orig. Grnd. = 21.50
0.51% -1.42% -1.43%0.52%
1:
1.
5 1:4.2
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.7
O ff s e t
.8 f t
E le v
.0
O ff s e t
.4 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.6
O ff s e t
.7 f t
E le v
.2
O ff s e t
.5 f t
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
40 40
10 10
20 20
30 30
40 40
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 134+35
Sheet 3
CL
Sta. 3601+50.00 R 1
Des. Grade = 22.70
Subgrade = 21.20
Orig. Grnd. = 21.93
0.25% -1.42% -1.43%0.27%
INF SLINF SL
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.1
O ff s e t
.3 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.7 f t
E le v
.9
O ff s e t
.7 f t
E le v
.9
O ff s e t
.7 f t
E le v
.8
O ff s e t
.5 f t
1:3 1:3 1:2
1:
CL
Sta. 3601+55.00 R 1
Des. Grade = 22.63
Subgrade = 21.13
Orig. Grnd. = 22.00
0.20% -1.43% -1.40%0.20%
INF SLINF SL
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.6 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.8
O ff s e t
.7 f t
E le v
.8
O ff s e t
.7 f t
E le v
.8
O ff s e t
.7 f t
E le v
.8
O ff s e t
.7 f t
1:3 1:3 1:2 1:
CL
Sta. 3601+69.23 R 1
Des. Grade = 22.53
Subgrade = 21.03
Orig. Grnd. = 22.28
0.06% -1.42% -1.43%0.04%
INF SLINF SL
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.3 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.7
O ff s e t
.7 f t
E le v
.7
O ff s e t
.7 f t
E le v
.7
O ff s e t
.7 f t
E le v
.5
O ff s e t
.2 f t
1:3 1:3 1:2 1:
CL
Sta. 3601+74.41 R 1
Des. Grade = 22.54
Subgrade = 21.04
Orig. Grnd. = 22.43
0.00% -1.42% -1.43%0.00%
INF SLINF SL
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.5
O ff s e t
.4 f t
E le v
.0
O ff s e t
.5 f t
E le v
.0
O ff s e t
.5 f t
E le v
.0
O ff s e t
.5 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.7
O ff s e t
.7 f t
E le v
.7
O ff s e t
.7 f t
E le v
.7
O ff s e t
.7 f t
E le v
.8
O ff s e t
.8 f t
1:3 1:3 1:2 1:
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 135+21
Sheet 1
CL
Sta. 4000+40.30 R 1
Des. Grade = 26.89
Subgrade = 25.39
Orig. Grnd. = 24.36
-4.20% 3.39% 3.39%
-4.20% 1:2.2
1:3 .4
1:4.7
E x c a v a ti o n L im it s
E le v
.1
O ff s e t
.6 f t
E le v
.9
O ff s e t
.3 f t
E le v
.2
O ff s e t
.1 f t
E le v
.0
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.4
O ff s e t
.6 f t
E le v
.1
O ff s e t
.4 f t
CL
Sta. 4000+45.00 R 1
Des. Grade = 26.86
Subgrade = 25.36
Orig. Grnd. = 24.42
-4.18% 3.05% 3.05% -4.18%
1:
1.
1:1.9 1:2 .7
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.0
O ff s e t
.5 f t
E le v
.1
O ff s e t
.3 f t
E le v
.3
O ff s e t
.6 f t
E le v
.0
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.9
O ff s e t
.6 f t
E le v
.2
O ff s e t
.7 f t
E le v
.0
O ff s e t
.0 f t
1:4
CL
Sta. 4000+57.09 R 1
Des. Grade = 26.77
Subgrade = 25.27
Orig. Grnd. = 24.46
-4.14% 2.18% 2.18% -4.14% 1:6.6
INF SL1:
2.
1:3.2 1:2.1
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.1 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.4
O ff s e t
.5 f t
E le v
.9
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.5
O ff s e t
.4 f t
E le v
.7
O ff s e t
.8 f t
E le v
.5
O ff s e t
.7 f t
CL
Sta. 4000+65.73 R 1
Des. Grade = 26.72
Subgrade = 25.22
Orig. Grnd. = 24.69
-4.11% 1.56% 1.57% -4.11%
.3INF SL1:
2.
1:2 .81:2.1
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.6 f t
E le v
.4
O ff s e t
.8 f t
E le v
.4
O ff s e t
.8 f t
E le v
.4
O ff s e t
.8 f t
E le v
.5
O ff s e t
.4 f t
E le v
.8
O ff s e t
.9 f t
E le v
.3
O ff s e t
.0 f t
E le v
.4
O ff s e t
.8 f t
E le v
.5
O ff s e t
.1 f t
E le v
.5
O ff s e t
.1 f t
E le v
.5
O ff s e t
.1 f t
E le v
.5
O ff s e t
.1 f t
1:3
CL
Sta. 4000+71.18 R 1
Des. Grade = 26.69
Subgrade = 25.19
Orig. Grnd. = 24.96
-4.09% 1.17% 1.17% -4.09%
INF SL1:
2.
11:2.1
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.1
O ff s e t
.5 f t
E le v
.4
O ff s e t
.1 f t
E le v
.4
O ff s e t
.1 f t
E le v
.4
O ff s e t
.1 f t
E le v
.5
O ff s e t
.7 f t
E le v
.8
O ff s e t
.9 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.3 f t
E le v
.3
O ff s e t
.6 f t
E le v
.4
O ff s e t
.6 f t
E le v
.4
O ff s e t
.6 f t
E le v
.9
O ff s e t
.4 f t
1:3 1:3 1:3
CL
Sta. 4001+00.00 R 1
Des. Grade = 26.56
Subgrade = 25.06
Orig. Grnd. = 26.16
-3.98% -0.90% -0.90%-3.98%
INF SL
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.8 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.2 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.9
O ff s e t
.1 f t
E le v
.9
O ff s e t
.8 f t
E le v
.9
O ff s e t
.8 f t
E le v
.9
O ff s e t
.8 f t
E le v
.5
O ff s e t
.1 f t
1:2 1:
1:
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 135+21
Sheet 2
CL
Sta. 4001+13.12 R 1
Des. Grade = 26.52
Subgrade = 25.02
Orig. Grnd. = 26.50
-3.93% -1.85% -1.85%-3.93%
INF SL
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.5
O ff s e t
.3 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.2 f t
E le v
.5
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.7
O ff s e t
.5 f t
E le v
.7
O ff s e t
.2 f t
E le v
.7
O ff s e t
.2 f t
E le v
.7
O ff s e t
.2 f t
E le v
.0
O ff s e t
.8 f t
1:2 1:
1:
21:3 1:3
CL
Sta. 4001+27.00 R 1
Des. Grade = 26.49
Subgrade = 24.99
Orig. Grnd. = 26.50
-3.88% -2.84% -2.84%-3.88%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.5
O ff s e t
.3 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.2 f t
E le v
.4
O ff s e t
.2 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.6
O ff s e t
.1 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.6
O ff s e t
.2 f t
1:2 1:
2 1:
21:3
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
20 20
30 30
40 40
50 50
20 20
30 30
40 40
50 50
20 20
30 30
40 40
50 50
60 60
20 20
30 30
40 40
50 50
60 60
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 136+93
Sheet 1
CL
Sta. 4500+30.24 R 1
Des. Grade = 40.91
Subgrade = 39.41
Orig. Grnd. = 40.99
-7.69% 6.36% 6.36%
-7.70%
1:551.1
1:3 .4
1:9.2
1:3 .5
1:9.7
:0 .7
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.3
O ff s e t
.2 f t
E le v
.3
O ff s e t
.4 f t
E le v
.7
O ff s e t
.9 f t
E le v
.9
O ff s e t
.0 f t
E le v
.6
O ff s e t
.6 f t
E le v
.4
O ff s e t
.7 f t
E le v
.4
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.8
O ff s e t
.6 f t
CL
Sta. 4500+32.63 R 1
Des. Grade = 40.96
Subgrade = 39.46
Orig. Grnd. = 40.83
-7.46% 6.07% 6.10%
-7.48%
1:19.2
1:3 .4
1:7.8
1:3 .2
1:7.6
1:
1.
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.7
O ff s e t
.8 f t
E le v
.6
O ff s e t
.1 f t
E le v
.8
O ff s e t
.9 f t
E le v
.9
O ff s e t
.0 f t
E le v
.5
O ff s e t
.6 f t
E le v
.1
O ff s e t
.1 f t
E le v
.8
O ff s e t
.8 f t
E le v
.8
O ff s e t
.8 f t
E le v
.5
O ff s e t
.7 f t
CL
Sta. 4500+46.66 R 1
Des. Grade = 41.47
Subgrade = 39.97
Orig. Grnd. = 41.03
-6.06% 4.36% 4.37%
-6.07% 1:4.1
1:5.51:8.0 1:2 .9
1:3.8
1:
2.4
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.5
O ff s e t
.7 f t
E le v
.0
O ff s e t
.9 f t
E le v
.4
O ff s e t
.9 f t
E le v
.3
O ff s e t
.0 f t
E le v
.0
O ff s e t
.2 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.8 f t
E le v
.3
O ff s e t
.8 f t
E le v
.9
O ff s e t
.7 f t
CL
Sta. 4500+71.76 R 1
Des. Grade = 43.29
Subgrade = 41.79
Orig. Grnd. = 42.87
-3.57% 1.29% 1.29% -3.57%
1:2.9 1:2 .9
1:17.6 1:2 .9
1:2.9
1:
2.3
E x c a v a ti o n L im it s
D L D it c h G r a d e
E le v
.1
O ff s e t
.1 f t
E le v
.3
O ff s e t
.1 f t
E le v
.5
O ff s e t
.0 f t
E le v
.8
O ff s e t
.0 f t
E le v
.0
O ff s e t
.3 f t
E le v
.0
O ff s e t
.7 f t
E le v
.9
O ff s e t
.7 f t
E le v
.9
O ff s e t
.7 f t
E le v
.6
O ff s e t
.0 f t
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
30 30
40 40
50 50
60 60
30 30
40 40
50 50
60 60
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 136+93
Sheet 2
CL
Sta. 4500+90.00 R 1
Des. Grade = 45.34
Subgrade = 43.84
Orig. Grnd. = 45.43
-1.76% -0.93% -0.93%-1.76%
1:2.9
1:2.9
1:
2.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.5
O ff s e t
.8 f t
E le v
.5
O ff s e t
.7 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.6
O ff s e t
.7 f t
E le v
.5
O ff s e t
.7 f t
E le v
.5
O ff s e t
.7 f t
E le v
.3
O ff s e t
.3 f t
1:3
1:
CL
Sta. 4501+14.27 R 1
Des. Grade = 48.47
Subgrade = 46.97
Orig. Grnd. = 48.57
0.66% -3.89%-3.89%0.66%
1:2.9
1:2.9
1:
2.
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.6
O ff s e t
.0 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.4 f t
E le v
.0
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.1 f t
E le v
.9
O ff s e t
.5 f t
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
20 20
30 30
40 40
50 50
60 60
70 70
80 80
90 90
20 20
30 30
40 40
50 50
60 60
70 70
80 80
90 90
10 10
20 20
30 30
40 40
50 50
60 60
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 139+68
Sheet 1
CL
Sta. 5000+61.98 R 1
Des. Grade = 36.20
Subgrade = 34.70
Orig. Grnd. = 32.99
6.00% -6.00%-6.00%
20.6 4%
.0
E le v
.7
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.7
O ff s e t
.4 f t
E le v
.7
O ff s e t
.4 f t
E le v
.7
O ff s e t
.4 f t
1:3 1:3
CL
Sta. 5000+68.64 R 1
Des. Grade = 34.72
Subgrade = 33.22
Orig. Grnd. = 31.85
5.76% -5.76%-5.76% 5.76%
1:36.71:3 .2
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.1 f t
E le v
.1
O ff s e t
.8 f t
E le v
.8
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.4 f t
E le v
.2
O ff s e t
.4 f t
E le v
.0
O ff s e t
.2 f t
1:3 1:3
:1
CL
Sta. 5001+00.00 R 1
Des. Grade = 27.77
Subgrade = 26.27
Orig. Grnd. = 25.85
4.61% -4.61%-4.61% 4.61%
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.9
O ff s e t
.4 f t
E le v
.9
O ff s e t
.9 f t
E le v
.9
O ff s e t
.9 f t
E le v
.9
O ff s e t
.9 f t
E le v
.7
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.7
O ff s e t
.0 f t
E le v
.5
O ff s e t
.2 f t
E le v
.5
O ff s e t
.2 f t
E le v
.5
O ff s e t
.2 f t
E le v
.3
O ff s e t
.0 f t
1:3 1:3 1:3
1:3
:1
100100
100100
10:14 AM 12 May 2015 ]B.XS20P [c:\myfiles\pw_production\d0107577\Work_dd.cel
10 10
20 20
30 30
40 40
50 50
60 60
10 10
20 20
30 30
40 40
10 10
20 20
30 30
40 40
0 0
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 139+68
Sheet 2
CL
Sta. 5001+25.00 R 1
Des. Grade = 22.23
Subgrade = 20.73
Orig. Grnd. = 21.10
3.70% -3.70%-3.70% 3.70%
1:
1.
51:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.2
O ff s e t
.9 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.3
O ff s e t
.3 f t
1:3
1:3 1:3
1:3
CL
Sta. 5001+50.00 R 1
Des. Grade = 16.85
Subgrade = 15.35
Orig. Grnd. = 16.43
2.79% -2.79% -2.79% 2.79%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.3 f t
E le v
.7
O ff s e t
.1 f t
E le v
.7
O ff s e t
.1 f t
E le v
.7
O ff s e t
.1 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.9 f t
E le v
.9
O ff s e t
.9 f t
E le v
.9
O ff s e t
.9 f t
E le v
.1
O ff s e t
.4 f t
1:3
1:3 1:3
1:3
1:2 1:
CL
Sta. 5001+52.53 R 1
Des. Grade = 16.37
Subgrade = 14.87
Orig. Grnd. = 15.97
2.70% -2.70% -2.70% 2.70%
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.8
O ff s e t
.2 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.1 f t
E le v
.2
O ff s e t
.1 f t
E le v
.1
O ff s e t
.0 f t
E le v
.0
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.4
O ff s e t
.9 f t
E le v
.4
O ff s e t
.9 f t
E le v
.4
O ff s e t
.9 f t
E le v
.1
O ff s e t
.3 f t
1:3
1:3 1:3
1:3
1:2 1:
CL
Sta. 5001+71.40 R 1
Des. Grade = 13.28
Subgrade = 11.78
Orig. Grnd. = 13.28
2.01% -2.01% -2.01%2.01%
1:2 .5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.9
O ff s e t
.9 f t
E le v
.0
O ff s e t
.2 f t
E le v
.0
O ff s e t
.2 f t
E le v
.0
O ff s e t
.2 f t
E le v
.0
O ff s e t
.0 f t
E le v
.9
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.4
O ff s e t
.7 f t
E le v
.4
O ff s e t
.7 f t
E le v
.4
O ff s e t
.7 f t
E le v
.6
O ff s e t
.2 f t
1:3
1:3 1:3
1:2
100100
100100
10 10
20 20
30 30
40 40
10 10
20 20
30 30
40 40
10 10
20 20
30 30
40 40
10 10
20 20
30 30
10 10
20 20
30 30
FHWA, Western Federal Lands Highway Division
AK USFS 2060(1) Naukati Road Reconstruction
Approach 140+55
Sheet 1
CL
Sta. 6000+49.55 R 1
Des. Grade = 32.66
Subgrade = 31.16
Orig. Grnd. = 29.84
5.57% -5.76%-5.76%
0.00%
1:1.5
E x c a v a ti o n L im it s
E le v
.1
O ff s e t
.4 f t
E le v
.1
O ff s e t
.4 f t
E le v
.7
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.2
O ff s e t
.4 f t
E le v
.7
O ff s e t
.1 f t
1:3
CL
Sta. 6000+58.00 R 1
Des. Grade = 31.33
Subgrade = 29.83
Orig. Grnd. = 28.14
5.73% -5.85%-5.85% 5.73%
1:2 .7
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.6
O ff s e t
.9 f t
E le v
.6
O ff s e t
.8 f t
E le v
.4
O ff s e t
.0 f t
E le v
.2
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.1
O ff s e t
.0 f t
E le v
.8
O ff s e t
.4 f t
E le v
.6
O ff s e t
.3 f t
1:3 1:3
CL
Sta. 6000+75.00 R 1
Des. Grade = 28.66
Subgrade = 27.16
Orig. Grnd. = 25.27
5.48% -5.87%-5.87% 5.48%
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.1
O ff s e t
.2 f t
E le v
.9
O ff s e t
.8 f t
E le v
.9
O ff s e t
.8 f t
E le v
.9
O ff s e t
.8 f t
E le v
.7
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.6
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.2
O ff s e t
.4 f t
E le v
.8
O ff s e t
.0 f t
1:3
1:3 1:3
1:2
CL
Sta. 6000+95.13 R 1
Des. Grade = 25.50
Subgrade = 24.00
Orig. Grnd. = 22.42
5.20% -5.90%-5.90% 5.20%
1:1.5
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E x c a v a ti o n L im it s
E le v
.4
O ff s e t
.8 f t
E le v
.4
O ff s e t
.8 f t
E le v
.7
O ff s e t
.8 f t
E le v
.5
O ff s e t
.0 f t
E le v
.4
O ff s e t
.0 f t
E le v
.5
O ff s e t
.0 f t
E le v
.3
O ff s e t
.0 f t
E le v
.0
O ff s e t
.4 f t
E le v
.1
O ff s e t
.8 f t
1:3 1:3
1:3
CL
Sta. 6001+00.00 R 1
Des. Grade = 24.74
Subgrade = 23.24
Orig. Grnd. = 21.89
5.13% -5.90%-5.90% 5.13%
1:1.5
E x c a v a ti o n L im…
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