CO FLAP US50(1)_Little Blue Creek Canyon_Y-Sheets.pdf
PDF 10 MB Posted
- Attached to
- CO FLAP US50(1) Little Blue Creek Canyon
- Solicitation number
- 6982AF20B000008
About this file
This notice is for a presolicitation of a federal-aid highway project located in Montrose, Colorado. The project involves reconstructing approximately 4.17 miles of US Route 50 to provide a consistent 12-foot travel way with 4 to 8-foot shoulders, including the addition of 1.5 miles of climbing lanes. Major work items include large-scale rock excavation and embankment work, roadway realignment, drainage culvert installation, mechanically stabilized earth walls, asphalt paving, guardrail installation, and minor bridge and railing work. Significant quantities listed include over 180,000 cubic yards of roadway excavation, 38,500 cubic yards of waste, 580 cubic yards of grouted riprap for stream armoring, 60,000 square feet of mechanically stabilized earth walls, 2,500 linear feet of rock bolts, and over 70,000 tons of aggregate base. The solicitation number for this presolicitation notice is 6982AF20B000008. The project is a federal-aid highway undertaking by the Department of Transportation Federal Highway Administration.
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Text version
00 2020 4040 6060
8180 8180
8190 8190
8200 8200
1+20.00
8180 8180
8190 8190
8200 8200
1+35.00
8180 8180
8190 8190
8200 8200
1+50.00
00 2020 4040 6060
8180 8180
8190 8190
8200 8200
1+75.00
8180 8180
8190 8190
8200 8200
2+00.00
8180 8180
8190 8190
8200 8200
2+20.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P .d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y1
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
2+50.00
2+80.00
Approach Road 616+47, RT
CL
Sta. 1+20.00 R 1
Des. Grade = 8191.95
Subgrade = 8190.53
Orig. Grnd. = 8191.16
-0.10% +0.10%
1:4 1:50
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_CL_LayerTop
Pvmt_CL_Layer1 Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2 Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Pvmt_EOP_Layer3_R
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Slope_Stake_Cut_R
Ditch_Btm_Back_RDitch_Btm_R
CL
Sta. 1+35.00 R 1
Des. Grade = 8192.10
Subgrade = 8190.68
Orig. Grnd. = 8191.49
-0.31% +0.10% 1:4 1:61:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_CL_LayerTop
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Pvmt_EOP_Layer3_R
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Ditch_Btm_Back_RDitch_Btm_R
Slope_Stake_Cut_R
CL
Sta. 1+50.00 R 1
Des. Grade = 8192.25
Subgrade = 8190.83
Orig. Grnd. = 8191.25
-0.54% +0.01% 1:4 1:6
1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 1+75.00 R 1
Des. Grade = 8192.45
Subgrade = 8191.03
Orig. Grnd. = 8191.01
-0.66% -0.69%
1:4 1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 2+00.00 R 1
Des. Grade = 8192.35
Subgrade = 8190.93
Orig. Grnd. = 8190.90
-0.90% -0.99%
1:4 1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 2+20.00 R 1
Des. Grade = 8192.15
Subgrade = 8190.73
Orig. Grnd. = 8190.95
-1.10% -1.26%
1:4 1:4
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1Shdr_Wedge_Layer2_L Pvmt_CL_Layer2Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
Slope_Stake_Cut_R
CL
Sta. 2+50.00 R 1
Des. Grade = 8191.93
Subgrade = 8190.51
Orig. Grnd. = 8191.17
-0.10% -1.94%
1:4 1:6 1:50
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1 Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2 Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
Slope_Stake_Cut_R
CL
Sta. 2+80.00 R 1
Des. Grade = 8192.80
Subgrade = 8191.38
Orig. Grnd. = 8192.80
+0.90% -2.62% 1:2
1:50
8420 8420
8430 8430
8440 8440
8450 8450
10+16.00
8420 8420
8430 8430
8440 8440
8450 8450
10+25.00
8420 8420
8430 8430
8440 8440
10+33.33
8420 8420
8430 8430
8440 8440
10+50.00
00 2020 4040 6060
8420 8420
8430 8430
8440 8440
10+75.00
8420 8420
8430 8430
8440 8440
8450 8450
11+00.00
8420 8420
8430 8430
8440 8440
8450 8450
11+01.87
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y2
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 695+46, RT
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Pvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 10+16.00 R 1
Des. Grade = 8428.89
Subgrade = 8427.47
Orig. Grnd. = 8425.02
+4.16%
-4.16%1:4
1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Pvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 10+25.00 R 1
Des. Grade = 8428.98
Subgrade = 8427.56
Orig. Grnd. = 8425.39
+4.52% -4.48%1:4
1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Pvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 10+33.33 R 1
Des. Grade = 8428.99
Subgrade = 8427.57
Orig. Grnd. = 8425.28
+4.84% -4.79%1:4
1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Pvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 10+50.00 R 1
Des. Grade = 8428.51
Subgrade = 8427.09
Orig. Grnd. = 8425.26
+5.53% -5.37% 1:4
1:2
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Pvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 10+75.00 R 1
Des. Grade = 8427.48
Subgrade = 8426.06
Orig. Grnd. = 8425.21
+6.54% -6.25% 1:4
1:4
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L Pvmt_ETW_LayerTop_R
Ditch_Btm_L Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 11+00.00 R 1
Des. Grade = 8426.61
Subgrade = 8425.19
Orig. Grnd. = 8425.56
+7.54% -7.13% 1:4
:1
1:14
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L Pvmt_ETW_LayerTop_R
Ditch_Btm_L Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 11+01.87 R 1
Des. Grade = 8426.57
Subgrade = 8425.15
Orig. Grnd. = 8425.58
+7.59% -7.16%1:4
:1
1:15
8410 8410
8420 8420
8430 8430
8440 8440
8450 8450
11+25.00
8410 8410
8420 8420
8430 8430
8440 8440
8450 8450
11+28.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y3
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 695+46, RT
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 11+25.00 R 1
Des. Grade = 8426.34
Subgrade = 8424.92
Orig. Grnd. = 8426.25
+8.54% -8.01% 1:2
1:12
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
CL
Sta. 11+28.00 R 1
Des. Grade = 8426.35
Subgrade = 8424.93
Orig. Grnd. = 8426.35
+8.67% -8.12%
1:13
8430 8430
8440 8440
8450 8450
20+30.00
8430 8430
8440 8440
8450 8450
20+50.12
8430 8430
8440 8440
8450 8450
8460 8460
20+75.00
00 2020 4040 6060
8430 8430
8440 8440
8450 8450
8460 8460
21+00.00
8430 8430
8440 8440
8450 8450
8460 8460
21+18.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y4
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 697+38, RT
CL
Sta. 20+30.00 R 1
Des. Grade = 8435.14
Subgrade = 8433.72
Orig. Grnd. = 8431.94
+3.60% -2.81%
1:5 1:4
CL
Sta. 20+50.12 R 1
Des. Grade = 8434.93
Subgrade = 8433.51
Orig. Grnd. = 8433.00
+3.43% -1.31%
1:3 1:7
CL
Sta. 20+75.00 R 1
Des. Grade = 8435.37
Subgrade = 8433.95
Orig. Grnd. = 8434.63
+3.44% -2.25% 1:4
1:1 1:3
CL
Sta. 21+00.00 R 1
Des. Grade = 8436.64
Subgrade = 8435.22
Orig. Grnd. = 8436.56
+1.14% -1.20%
1:4
1:1
1:182
CL
Sta. 21+18.00 R 1
Des. Grade = 8438.06
Subgrade = 8436.64
Orig. Grnd. = 8438.09
+0.38% -0.46%
1:28
8500 8500
8510 8510
8520 8520
30+20.00
8500 8500
8510 8510
8520 8520
30+25.00
8490 8490
8500 8500
8510 8510
8520 8520
30+50.00
8490 8490
8500 8500
8510 8510
8520 8520
30+75.00
00 2020 4040 6060
8490 8490
8500 8500
8510 8510
31+00.00
8490 8490
8500 8500
8510 8510
31+22.98
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y5
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 713+83, LT
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 30+20.00 R 1
Des. Grade = 8503.06
Subgrade = 8501.64
Orig. Grnd. = 8501.01
-2.46% +2.46%
1:4 1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 30+25.00 R 1
Des. Grade = 8503.11
Subgrade = 8501.69
Orig. Grnd. = 8501.00
-2.43% +2.42%
1:4 1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 30+50.00 R 1
Des. Grade = 8502.87
Subgrade = 8501.45
Orig. Grnd. = 8499.66
-2.26% +2.23%
1:4 1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 30+75.00 R 1
Des. Grade = 8501.92
Subgrade = 8500.50
Orig. Grnd. = 8499.66
-2.09% +2.05%
1:4 1:4
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 31+00.00 R 1
Des. Grade = 8500.96
Subgrade = 8499.54
Orig. Grnd. = 8499.84
-1.92% +1.86% :1 1
:1
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 31+22.98 R 1
Des. Grade = 8500.08
Subgrade = 8498.66
Orig. Grnd. = 8500.07
-1.77% +1.69%1 :1 1
:1
8440 8440
8450 8450
8460 8460
8470 8470
40+28.00
8450 8450
8460 8460
8470 8470
40+50.00
8450 8450
8460 8460
8470 8470
40+75.00
00 2020 4040 6060
8450 8450
8460 8460
8470 8470
41+00.00
8450 8450
8460 8460
8470 8470
41+17.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y6
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 740+00, RT
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 40+28.00 R 1
Des. Grade = 8457.71
Subgrade = 8456.29
Orig. Grnd. = 8449.28
-4.54% +4.54%
1:3
1:3
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Pvmt_ETW_Layer1_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 40+50.00 R 1
Des. Grade = 8457.78
Subgrade = 8456.36
Orig. Grnd. = 8454.03
-4.54% +4.68%
1:4
1:4
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 40+75.00 R 1
Des. Grade = 8456.86
Subgrade = 8455.44
Orig. Grnd. = 8456.26
-4.54% +4.84%
1:4 1:6
1:4 1:4
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 41+00.00 R 1
Des. Grade = 8457.16
Subgrade = 8455.74
Orig. Grnd. = 8454.76
-4.54% +4.99% 1:4
1:4
1:4
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
Sta. 41+17.00 R 1
Des. Grade = 8458.32
Subgrade = 8456.90
Orig. Grnd. = 8458.24
-4.54% +5.10%
1:4 1:6
1:4 1:3
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+22.00
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+30.00
00 2020 4040 6060
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+36.54
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+42.00
Approach Road 753+49, RT
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y7
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+22.00 R 1
Des. Grade = 8444.95
Subgrade = 8443.53
Orig. Grnd. = 8443.80
+2.21% -2.21% 1:6.0
1:4 .0
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_Back_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+30.00 R 1
Des. Grade = 8445.06
Subgrade = 8443.64
Orig. Grnd. = 8443.69
+2.33% -2.33% 1:6.01:4
.0
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+36.54 R 1
Des. Grade = 8445.16
Subgrade = 8443.74
Orig. Grnd. = 8443.62
+2.43% -2.43% 1:4 .0 1:4.0
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+42.00 R 1
Des. Grade = 8445.24
Subgrade = 8443.82
Orig. Grnd. = 8443.80
+2.51% -2.51%
.0 1:4.0
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+51.66
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+69.94
00 2020 4040 6060
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+83.80
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
50+88.21
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y8
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 753+49, RT
Pvmt_EOP_Layer3_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RPvmt_EOP_Layer1_R
Slope_Stake_Fill_L
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Pvmt_ETW_LayerTop_R
Slope_Stake_Fill_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+51.66 R 1
Des. Grade = 8445.49
Subgrade = 8444.07
Orig. Grnd. = 8444.11
+2.66% -2.66% 1:4 .0 1:4.0
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+69.94 R 1
Des. Grade = 8446.41
Subgrade = 8444.99
Orig. Grnd. = 8445.57
+2.94%-2.94%
1:2.0 1:6.0
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+83.80 R 1
Des. Grade = 8447.50
Subgrade = 8446.08
Orig. Grnd. = 8447.32
+2.00%-2.00% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 50+88.21 R 1
Des. Grade = 8447.91
Subgrade = 8446.49
Orig. Grnd. = 8447.84
+2.00%-2.00% 1:6.0
1:1.5
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
51+00.00
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
51+02.00
00 2020 4040 6060
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
51+31.70
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
51+36.11
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y9
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 753+49, RT
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+00.00 R 1
Des. Grade = 8449.19
Subgrade = 8447.77
Orig. Grnd. = 8448.94
+2.00%-2.00% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+02.00 R 1
Des. Grade = 8449.43
Subgrade = 8448.01
Orig. Grnd. = 8449.17
+2.00%-2.00% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_RPvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+31.70 R 1
Des. Grade = 8452.96
Subgrade = 8451.54
Orig. Grnd. = 8453.00
+2.00%-2.00% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_RPvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+36.11 R 1
Des. Grade = 8453.49
Subgrade = 8452.07
Orig. Grnd. = 8453.44
+2.00%-2.00%
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
51+50.00
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
51+52.77
00 2020 4040 6060
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
51+69.42
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
51+73.83
Approach Road 753+49, RT
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y10
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+50.00 R 1
Des. Grade = 8455.14
Subgrade = 8453.72
Orig. Grnd. = 8454.93
+2.94%-2.94% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_RDitch_Btm_Back_L Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+52.77 R 1
Des. Grade = 8455.47
Subgrade = 8454.05
Orig. Grnd. = 8455.27
+3.13%-3.13% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+69.42 R 1
Des. Grade = 8457.45
Subgrade = 8456.03
Orig. Grnd. = 8457.09
+1.86%-2.00% 1:6.0
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 51+73.83 R 1
Des. Grade = 8457.98
Subgrade = 8456.56
Orig. Grnd. = 8457.72
+1.52%-2.00%
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
52+00.00
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
8500 8500
52+20.00
Approach Road 753+49, RT
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y11
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_R
Pvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 52+00.00 R 1
Des. Grade = 8461.09
Subgrade = 8459.67
Orig. Grnd. = 8461.33
-0.47%-2.00% 1:6.0
1:1.5
1:1.5
Pvmt_EOP_Layer3_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_Wedge_Layer2_R
Ditch_Btm_Back_L
Pvmt_EOP_Layer1_RPvmt_ETW_Layer1_LPvmt_ETW_Layer2_L
Pvmt_EOP_Layer3_R
Pvmt_ETW_Layer3_L
Slope_Stake_Cut_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L Ditch_Btm_Back_R
Pvmt_ETW_Layer1_R
Pvmt_CL_LayerTop
Pvmt_ETW_Layer2_R
Pvmt_ETW_Layer3_R
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer1
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer2
Ditch_Btm_R
Pvmt_CL_Layer3
Exterior Boundary
Exterior Boundary
CL
Sta. 52+20.00 R 1
Des. Grade = 8463.47
Subgrade = 8462.05
Orig. Grnd. = 8463.47
-2.00%-2.00%
8440 8440
8450 8450
8460 8460
50+28.00
8430 8430
8440 8440
8450 8450
8460 8460
50+50.00
8430 8430
8440 8440
8450 8450
50+75.00
8430 8430
8440 8440
8450 8450
51+00.00
00 2020 4040 6060
8420 8420
8430 8430
8440 8440
8450 8450
51+25.00
8410 8410
8420 8420
8430 8430
8440 8440
8450 8450
51+50.00
8410 8410
8420 8420
8430 8430
8440 8440
51+75.00
Approach Road 761+60, LT
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y12
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
CL
Sta. 50+28.00 R 1
Des. Grade = 8442.16
Subgrade = 8440.74
Orig. Grnd. = 8436.09
+1.95% -1.95%
1:4
1:3
CL
Sta. 50+50.00 R 1
Des. Grade = 8441.93
Subgrade = 8440.51
Orig. Grnd. = 8435.69
+1.84% -1.84%
1:3 1:3
CL
Sta. 50+75.00 R 1
Des. Grade = 8439.83
Subgrade = 8438.41
Orig. Grnd. = 8434.76
+1.71% -1.71%
1:3 1:3
CL
Sta. 51+00.00 R 1
Des. Grade = 8437.51
Subgrade = 8436.09
Orig. Grnd. = 8433.84
+1.58% -1.58%
1:3 1:4
CL
Sta. 51+25.00 R 1
Des. Grade = 8435.18
Subgrade = 8433.76
Orig. Grnd. = 8432.57
+1.45% -1.45%
1:3 1:4
CL
Sta. 51+50.00 R 1
Des. Grade = 8432.86
Subgrade = 8431.44
Orig. Grnd. = 8432.86
+1.33% -1.33%
1:3 1:4
CL
Sta. 51+75.00 R 1
Des. Grade = 8430.53
Subgrade = 8429.11
Orig. Grnd. = 8430.53
+1.20% -1.20%
8420 8420
8430 8430
8440 8440
52+00.00
8420 8420
8430 8430
8440 8440
52+25.00
8420 8420
8430 8430
8440 8440
52+47.00
Approach Road 761+60, LT
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y13
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
CL
Sta. 52+00.00 R 1
Des. Grade = 8428.21
Subgrade = 8426.79
Orig. Grnd. = 8427.45
+1.07% -1.07% 1:41:21:3
CL
Sta. 52+25.00 R 1
Des. Grade = 8425.88
Subgrade = 8424.46
Orig. Grnd. = 8425.52
+0.94% -0.94% 1:41:
21:13
CL
Sta. 52+47.00 R 1
Des. Grade = 8423.83
Subgrade = 8422.41
Orig. Grnd. = 8423.82
+0.83% -0.83%1 :1 1:41:
8300 8300
8310 8310
8320 8320
55+29.00
8290 8290
8300 8300
8310 8310
8320 8320
55+50.00
8290 8290
8300 8300
8310 8310
55+69.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
L T .d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y14
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 789+60, LT
CL
Sta. 55+29.00 R 1
Des. Grade = 8302.57
Subgrade = 8301.15
Orig. Grnd. = 8302.23
+5.11%
-5.09%
:1
1:6
CL
Sta. 55+50.00 R 1
Des. Grade = 8301.41
Subgrade = 8299.99
Orig. Grnd. = 8301.11
+3.56% -3.14%1:6
1:20
CL
Sta. 55+69.00 R 1
Des. Grade = 8299.81
Subgrade = 8298.39
Orig. Grnd. = 8299.76
+2.17% -1.40% 1:35
8290 8290
8300 8300
8310 8310
60+20.00
8290 8290
8300 8300
8310 8310
60+32.00
8300 8300
8310 8310
60+38.50
8290 8290
8300 8300
8310 8310
60+50.00
8290 8290
8300 8300
60+75.03
00 2020 4040 6060
8290 8290
8300 8300
60+99.61
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
R T .d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y15
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 789+63, RT
CL
Sta. 60+20.00 R 1
Des. Grade = 8302.60
Subgrade = 8301.18
Orig. Grnd. = 8302.04
-5.17%
+5.17%
1:6
1:6
CL
Sta. 60+32.00 R 1
Des. Grade = 8302.36
Subgrade = 8300.94
Orig. Grnd. = 8301.52
-4.34% +4.34%
1:6
1:6
CL
Sta. 60+38.50 R 1
Des. Grade = 8302.21
Subgrade = 8301.21
Orig. Grnd. = 8301.17
-3.86% +3.86%
1:4
1:4
CL
Sta. 60+50.00 R 1
Des. Grade = 8301.73
Subgrade = 8300.73
Orig. Grnd. = 8300.63
-3.19% +3.19% 1:4
CL
Sta. 60+75.03 R 1
Des. Grade = 8300.06
Subgrade = 8299.06
Orig. Grnd. = 8299.67
-1.60% +1.65% 1:6 1:7
CL
Sta. 60+99.61 R 1
Des. Grade = 8299.31
Subgrade = 8298.31
Orig. Grnd. = 8299.31
+0.58% -0.53% 1:
21:2
8230 8230
8240 8240
8250 8250
70+18.10
8220 8220
8230 8230
8240 8240
70+30.00
8220 8220
8230 8230
8240 8240
70+45.00
8220 8220
8230 8230
8240 8240
70+63.90
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y16
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 805+97, LT
CL
Sta. 70+18.10 R 1
Des. Grade = 8230.74
Subgrade = 8229.32
Orig. Grnd. = 8230.75
+2.87% -2.87%1:4
1:4
1:4 1:4
CL
Sta. 70+30.00 R 1
Des. Grade = 8230.51
Subgrade = 8229.09
Orig. Grnd. = 8230.26
+2.13% -2.13% 1:4
1:6 1:69
CL
Sta. 70+45.00 R 1
Des. Grade = 8229.90
Subgrade = 8228.48
Orig. Grnd. = 8229.56
+1.19% -1.19% 1:385 1:107
CL
Sta. 70+63.90 R 1
Des. Grade = 8228.69
Subgrade = 8227.27
Orig. Grnd. = 8228.68
+0.01% -0.01% 1:385 1:4
8220 8220
8230 8230
8240 8240
75+18.00
8220 8220
8230 8230
8240 8240
75+22.00
8220 8220
8230 8230
8240 8240
75+33.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S
A P
.d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y17
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Approach Road 806+22, RT
CL
Sta. 75+18.00 R 1
Des. Grade = 8230.03
Subgrade = 8228.61
Orig. Grnd. = 8230.14
-2.88% +2.88%
1:4 1:4
1:4 1:4
CL
Sta. 75+22.00 R 1
Des. Grade = 8229.87
Subgrade = 8228.87
Orig. Grnd. = 8230.02
-2.67% +2.67%
1:4 1:6
1:4 1:6
CL
Sta. 75+33.00 R 1
Des. Grade = 8229.44
Subgrade = 8228.44
Orig. Grnd. = 8229.43
-2.10% +2.10% 1:6 1:374
8430 8430
8440 8440
8450 8450
1+00.00
8420 8420
8430 8430
8440 8440
1+10.00
8420 8420
8430 8430
8440 8440
1+20.00
8420 8420
8430 8430
8440 8440
1+30.00
00 2020 4040 6060
8420 8420
8430 8430
8440 8440
1+40.00
8420 8420
8430 8430
8440 8440
1+50.00
8420 8420
8430 8430
8440 8440
1+60.00
8420 8420
8430 8430
8440 8440
1+70.00
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S S n o w F e n c e
R o a d .d g n
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
CO Y18
Little Blue Creek Canyon
CO FLAP US50(1)
Snow Fence Maintenance Road 743+00, LT
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
CL
Sta. 1+00.00 R 1
Des. Grade = 8441.06
Subgrade = -7521.61
Orig. Grnd. = 8430.82
+3.40%-3.40%1:41:4
1:
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
CL
Sta. 1+10.00 R 1
Des. Grade = 8440.86
Subgrade = -8022.61
Orig. Grnd. = 8429.69
+3.40%-3.40%1:4
1:
1:4
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
CL
Sta. 1+20.00 R 1
Des. Grade = 8440.62
Subgrade = -8523.61
Orig. Grnd. = 8428.59
+3.40%-3.40%
1:
1:4 1:4
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
CL
Sta. 1+30.00 R 1
Des. Grade = 8440.14
Subgrade = -9024.61
Orig. Grnd. = 8427.64
+3.40%-3.40%
1:
1:4 1:4
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
CL
Sta. 1+40.00 R 1
Des. Grade = 8439.38
Subgrade = -9524.61
Orig. Grnd. = 8426.70
+3.40%-3.40%
1:
1:4 1:4
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
CL
Sta. 1+50.00 R 1
Des. Grade = 8438.34
Subgrade = -10025.61
Orig. Grnd. = 8425.74
+3.40%-3.40%
1:
1:4 1:4
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
W
R
RWR
CL
Sta. 1+60.00 R 1
Des. Grade = 8437.02
Subgrade = -10526.61
Orig. Grnd. = 8424.76
+3.40%-3.40%
1:
2 1:2
1:41:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
W
R
RWR
CL
Sta. 1+70.00 R 1
Des. Grade = 8435.46
Subgrade = -11028.61
Orig. Grnd. = 8423.80
+3.40%-3.40%
1:
1:41:4
8430 8430
8440 8440
1+80.00
8420 8420
8430 8430
8440 8440
1+90.00
8410 8410
8420 8420
8430 8430
2+00.00
8410 8410
8420 8420
8430 8430
2+10.00
00 2020 4040 6060
8410 8410
8420 8420
8430 8430
2+20.00
8410 8410
8420 8420
8430 8430
2+30.00
8410 8410
8420 8420
8430 8430
2+40.00
8410 8410
8420 8420
8430 8430
2+50.00
CO
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S S n o w F e n c e
R o a d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Little Blue Creek Canyon
CO FLAP US50(1)
Y19
Snow Fence Maintenance Road 743+00, LT
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
W
R
RWR
CL
Sta. 1+80.00 R 1
Des. Grade = 8433.90
Subgrade = -11529.61
Orig. Grnd. = 8422.86
+3.02%-3.02%
1:
1:2
1:4 1:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
W
R
RWR
CL
Sta. 1+90.00 R 1
Des. Grade = 8432.37
Subgrade = -12030.61
Orig. Grnd. = 8421.90
+2.40%-2.40%
1:
1:4 1:4
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
W
R
RWR
CL
Sta. 2+00.00 R 1
Des. Grade = 8430.87
Subgrade = -12531.61
Orig. Grnd. = 8421.01
+1.77%-1.77%1:4 1:4
1:
1:2
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
W
R
RWR
CL
Sta. 2+10.00 R 1
Des. Grade = 8429.41
Subgrade = -13032.61
Orig. Grnd. = 8420.20
+1.14%-1.14%1:4 1:4
1:2 1:
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
W
R
RWR
CL
Sta. 2+20.00 R 1
Des. Grade = 8427.99
Subgrade = -13533.61
Orig. Grnd. = 8419.35
+0.51%-0.51%1:41:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 2+30.00 R 1
Des. Grade = 8426.60
Subgrade = -14034.61
Orig. Grnd. = 8418.50
-0.12%+0.12%1:4 1:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 2+40.00 R 1
Des. Grade = 8425.24
Subgrade = -14535.61
Orig. Grnd. = 8417.64
-0.74%+0.74%1:41:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 2+50.00 R 1
Des. Grade = 8423.92
Subgrade = -15036.61
Orig. Grnd. = 8416.78
-1.37%+1.37% 1:4
1:4
8420 8420
8430 8430
2+60.00
8410 8410
8420 8420
8430 8430
2+70.00
8410 8410
8420 8420
8430 8430
2+80.00
8410 8410
8420 8420
2+90.00
8410 8410
8420 8420
3+00.00
00 2020 4040 6060
8410 8410
8420 8420
3+10.00
8410 8410
8420 8420
3+20.00
8410 8410
8420 8420
3+30.00
8400 8400
8410 8410
8420 8420
3+40.00
8400 8400
8410 8410
8420 8420
3+50.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y20
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S S n o w F e n c e
R o a d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Snow Fence Maintenance Road 743+00, LT
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t CL
Sta. 2+60.00 R 1
Des. Grade = 8422.64
Subgrade = -15537.61
Orig. Grnd. = 8416.00
-2.00%+2.00%1:41:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t CL
Sta. 2+70.00 R 1
Des. Grade = 8421.39
Subgrade = -16038.61
Orig. Grnd. = 8415.29
-2.00%+2.00%1:41:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t CL
Sta. 2+80.00 R 1
Des. Grade = 8420.17
Subgrade = -16539.61
Orig. Grnd. = 8414.59
-2.00%+2.00% 1:4
1:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 2+90.00 R 1
Des. Grade = 8418.99
Subgrade = -17040.61
Orig. Grnd. = 8413.80
-2.00%+2.00% 1:4
1:4
1:3 1:3
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+00.00 R 1
Des. Grade = 8417.85
Subgrade = -7540.61
Orig. Grnd. = 8413.00
-2.00%+2.00% 1:4
1:4
1:4 1:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+10.00 R 1
Des. Grade = 8416.74
Subgrade = -8040.61
Orig. Grnd. = 8412.38
-2.00%+2.00% 1:4
1:4 1:41:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+20.00 R 1
Des. Grade = 8415.66
Subgrade = -8540.61
Orig. Grnd. = 8411.69
-2.00%+2.00% 1:4
1:4 1:4
1:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+30.00 R 1
Des. Grade = 8414.62
Subgrade = -9041.61
Orig. Grnd. = 8410.90
-2.00%+2.00%1:4 1:4
1:4
1:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+40.00 R 1
Des. Grade = 8413.62
Subgrade = -9542.61
Orig. Grnd. = 8410.14
-2.00%+2.00%1:41:4
1:4 1:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+50.00 R 1
Des. Grade = 8412.65
Subgrade = -10042.61
Orig. Grnd. = 8409.49
-2.00%+2.00%
1:4 1:4 1:4
8400 8400
8410 8410
8420 8420
3+60.00
8400 8400
8410 8410
8420 8420
3+70.00
8400 8400
8410 8410
8420 8420
3+80.00
8400 8400
8410 8410
8420 8420
3+90.00
00 2020 4040 6060
8400 8400
8410 8410
8420 8420
4+00.00
8400 8400
8410 8410
8420 8420
4+10.00
8400 8400
8410 8410
8420 8420
4+20.00
8400 8400
8410 8410
8420 8420
4+30.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y21
Snow Fence Maintenance Road 743+00, LT
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S S n o w F e n c e
R o a d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
Recoverable_Slope_R
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+60.00 R 1
Des. Grade = 8411.71
Subgrade = -10543.61
Orig. Grnd. = 8408.74
-2.00%+2.00% 1:4
1:4
1:4 1:4
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+70.00 R 1
Des. Grade = 8410.81
Subgrade = -11043.61
Orig. Grnd. = 8407.98
-2.00% +2.00% 1:6
1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+80.00 R 1
Des. Grade = 8409.94
Subgrade = -11544.61
Orig. Grnd. = 8407.33
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 3+90.00 R 1
Des. Grade = 8409.11
Subgrade = -12045.61
Orig. Grnd. = 8406.66
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+00.00 R 1
Des. Grade = 8408.32
Subgrade = -12546.61
Orig. Grnd. = 8405.94
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+10.00 R 1
Des. Grade = 8407.56
Subgrade = -13046.61
Orig. Grnd. = 8405.42
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+20.00 R 1
Des. Grade = 8406.83
Subgrade = -13547.61
Orig. Grnd. = 8404.89
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+30.00 R 1
Des. Grade = 8406.14
Subgrade = -14047.61
Orig. Grnd. = 8404.37
-2.00% +2.00% 1:6 1:6
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S S n o w F e n c e
R o a d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8400 8400
8410 8410
8420 8420
4+40.00
8400 8400
8410 8410
8420 8420
4+50.00
8400 8400
8410 8410
4+60.00
8400 8400
8410 8410
4+70.00
8400 8400
8410 8410
4+80.00
00 2020 4040 6060
8400 8400
8410 8410
4+90.00
8400 8400
8410 8410
5+00.00
8400 8400
8410 8410
5+10.00
8390 8390
8400 8400
8410 8410
5+20.00
8390 8390
8400 8400
8410 8410
5+30.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y22
Snow Fence Maintenance Road 743+00, LT
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+40.00 R 1
Des. Grade = 8405.49
Subgrade = -14548.61
Orig. Grnd. = 8403.83
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+50.00 R 1
Des. Grade = 8404.87
Subgrade = -15048.61
Orig. Grnd. = 8403.36
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+60.00 R 1
Des. Grade = 8404.28
Subgrade = -15549.61
Orig. Grnd. = 8402.93
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+70.00 R 1
Des. Grade = 8403.73
Subgrade = -16050.61
Orig. Grnd. = 8402.57
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+80.00 R 1
Des. Grade = 8403.21
Subgrade = -16550.61
Orig. Grnd. = 8402.21
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 4+90.00 R 1
Des. Grade = 8402.73
Subgrade = -17051.61
Orig. Grnd. = 8401.79
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+00.00 R 1
Des. Grade = 8402.29
Subgrade = -7551.61
Orig. Grnd. = 8401.36
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+10.00 R 1
Des. Grade = 8401.88
Subgrade = -8052.61
Orig. Grnd. = 8400.91
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+20.00 R 1
Des. Grade = 8401.50
Subgrade = -8552.61
Orig. Grnd. = 8400.46
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+30.00 R 1
Des. Grade = 8401.16
Subgrade = -9053.61
Orig. Grnd. = 8399.97
-2.00% +2.00% 1:6
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Y
M in o r
X s e c X
S S S n o w F e n c e
R o a d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8390 8390
8400 8400
8410 8410
5+40.00
8390 8390
8400 8400
8410 8410
5+50.00
8390 8390
8400 8400
8410 8410
5+60.00
8390 8390
8400 8400
8410 8410
5+70.00
00 2020 4040 6060
8390 8390
8400 8400
8410 8410
5+80.00
8390 8390
8400 8400
8410 8410
5+90.00
8390 8390
8400 8400
8410 8410
6+00.00
8390 8390
8400 8400
8410 8410
6+10.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Y23
Snow Fence Maintenance Road 743+00, LT
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+40.00 R 1
Des. Grade = 8400.86
Subgrade = -9553.61
Orig. Grnd. = 8399.51
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+50.00 R 1
Des. Grade = 8400.58
Subgrade = -10054.61
Orig. Grnd. = 8399.05
-2.00% +2.00% 1:6 1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+60.00 R 1
Des. Grade = 8400.35
Subgrade = -10554.61
Orig. Grnd. = 8398.59
-2.00% +2.00% 1:6
1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+70.00 R 1
Des. Grade = 8400.14
Subgrade = -11055.61
Orig. Grnd. = 8398.11
-2.00% +2.00%
1:5.
1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+80.00 R 1
Des. Grade = 8399.94
Subgrade = -11555.61
Orig. Grnd. = 8397.37
-2.00% +2.00% 1:6
1:5
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
C o n s tr . E a s e m e n t
CL
Sta. 5+90.00 R 1
Des. Grade = 8399.74
Subgrade = -12056.61
Orig. Grnd. = 8396.63
-2.00% +2.00% 1:6
1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop
C o n s tr . E a s e m e n t
CL
Sta. 6+00.00 R 1
Des. Grade = 8399.54
Subgrade = -12556.61
Orig. Grnd. = 8396.55
-2.00% +2.00% 1:4
1:4
1:6
Pvmt_ETW_LayerTop_L
Slope_Stake_Fill_L
Shdr_EOP_LayerTop_L
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
Shdr_EOP_LayerTop_R
Slope_Stake_Fill_R
Pvmt_CL_LayerTop <
C o n s tr . E a s e m e n t
CL
Sta. 6+10.00 R 1
Des. Grade = 8399.34
Subgrade = -13056.61
Orig. Grnd. = 8396.75
-2.00% +2.00% 1:4
P
M N C
O u s R o a d w a y C
A D
D S h e e…
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