CO FLAP US50(1)_Little Blue Creek Canyon_Z-Sheets.pdf
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- Attached to
- CO FLAP US50(1) Little Blue Creek Canyon
- Solicitation number
- 6982AF20B000008
About this file
This notice is for a presolicitation for the CO FLAP US50(1) Little Blue Creek Canyon project located in Montrose, Colorado. The general scope of work includes reconstructing 4.17 miles of roadway to provide a consistent 12-foot travel way with 4 to 8-foot shoulders and adding 1.5 miles of climbing lanes. Other work includes large scale rock excavation and embankment, roadway realignment, drainage culvert installation, guardrail, aggregate base, asphalt concrete pavement, minor bridge and bridge railing work, and traffic control. Significant quantities include 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 wall, 2,500 linear feet of rock bolt, 70,000 tons of aggregate base, and an unspecified amount of asphalt concrete pavement in a gyratory mix. The project is located on Route 50, a rural collector and part of the National Highway System that provides access to federal lands. The agency is the Federal Highway Administration within the Department of Transportation.
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0 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
PROJECTSTATE
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d g n
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
8380 8380
8390 8390
8400 8400
8410 8410
8420 8420
8430 8430
592+85.00
Little Blue Creek Canyon
CO FLAP US50(1)
CO Z1
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_91
Shdr_EOP_Layer3_R
GR_61
GR_51_R
Gr_81
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_71
Gr_131
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
GR_31_R
Gr_61
Gr_121
Pvmt_ETW_Layer3_R
GR_21_R
Gr_51
Gr_111
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
GR_R
GR_11_R
Gr_41
Gr_101
Pvmt_CL_Layer2
Gr_31
Pvmt_CL_Layer3
Gr_21
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Ditch_Btm_Back_L
Gr_14
Shdr_EOP_Layer3_L
Gr_15
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
GR_4_R
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
GR_71_R
CL
-2.00% -1.86% 1:50.00
36" Culvert @ 2.00%
Elev= 8242.016
14'
Elev= 8240.759
57.9'
.5
1:4 .00
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
8380 8380
8390 8390
8400 8400
8410 8410
8420 8420
595+99.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z2
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_91
Shdr_EOP_Layer3_R
GR_61
GR_51_R
Gr_81
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_71
Gr_131
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
GR_31_R
Gr_61
Gr_121
Pvmt_ETW_Layer3_R
GR_21_R
Gr_51
Gr_111
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
GR_R
GR_11_R
Gr_41
Gr_101
Pvmt_CL_Layer2
Gr_31
Pvmt_CL_Layer3
Gr_21
Shdr_Outside_Layer1_L
Slope_Stake_Cut_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Ditch_Btm_Back_L
Gr_14
Shdr_EOP_Layer3_L
Gr_15
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L GR_4_R
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
GR_71_R
CL
-2.00% -2.00%
36" Culvert @ 2.00%
Elev= 8235.889
55'
1:2.37
16'
.2
1:4 .00
1:2.89
Elev= 8234.702
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
8380 8380
8390 8390
8400 8400
8410 8410
600+00.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z3
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Ditch_Btm_Back_R
Gr_91
Shdr_EOP_Layer3_R
GR_61
GR_51_R
Gr_81
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_71
Gr_131
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
GR_31_R
Gr_61
Gr_121
Pvmt_ETW_Layer3_R
GR_21_R
Gr_51
Gr_111
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
GR_R
GR_11_R
Gr_41
Gr_101
Pvmt_CL_Layer2
Gr_31
Pvmt_CL_Layer3
Gr_21
Shdr_Outside_Layer1_L
_R
Back_Ex
Pvmt_ETW_LayerTop_L Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L Gr_14
Shdr_EOP_Layer3_L
Gr_15
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
GR_4_RShdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
5_R
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Ground_Profile
6_R
GR_71_R
CL
+8.00% -8.00%1:4 .00
36" Culvert @ 4.00%
Elev= 8229.220
61.7'
Elev= 8226.760
:1 .0
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
8380 8380
603+35.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z4
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_91
Shdr_EOP_Layer3_R
GR_61
GR_51_R
Gr_81
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_71
Gr_131
Pvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Slope_Stake_R
GR_31_R
Gr_61
Gr_121
Pvmt_ETW_Layer3_R
GR_21_R
Gr_51
Gr_111
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
GR_R
GR_11_R
Gr_41
Gr_101
Pvmt_CL_Layer2
Gr_31
Pvmt_CL_Layer3
Gr_21
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Ditch_Btm_Back_L
Gr_14
Shdr_EOP_Layer3_L
Gr_15
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
GR_4_R
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
GR_71_R
CL
Sta. 603+35.17 R 1
Des. Grade = 8221.35
Subgrade = 8219.93
Orig. Grnd. = 8219.27
-2.65% +2.65% 1:6.00
36" Culvert @ 2.00%
Elev= 8214.341
61'
1:4 .00
.5
18'1:1.68
Elev= 8213.037
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
607+50.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z5
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_91
Shdr_EOP_Layer3_R
GR_61
GR_51_R
Gr_81
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_71
Gr_131
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
GR_31_R
Gr_61
Gr_121
Pvmt_ETW_Layer3_R
GR_21_R
Gr_51
Gr_111
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
GR_R
GR_11_R
Gr_41
Gr_101
Pvmt_CL_Layer2
Gr_31
Pvmt_CL_Layer3
Gr_21
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Ditch_Btm_Back_L
Gr_14
Shdr_EOP_Layer3_L
Gr_15
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
GR_4_R
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
GR_71_R
CL
-2.00% -2.00%
1:50.00
Elev= 8197.900
36" Culvert @ 2.00%
:1 .0
1:4 .00
1:2.43
21'
Elev= 8196.633
59.1'
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
611+00.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z6
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_91
Shdr_EOP_Layer3_R
GR_61
GR_51_R
Gr_81
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_71
Gr_131
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
GR_31_R
Gr_61
Gr_121
Pvmt_ETW_Layer3_R
GR_21_R
Gr_51
Gr_111
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
GR_R
GR_11_R
Gr_41
Gr_101
Pvmt_CL_Layer2
Gr_31
Pvmt_CL_Layer3
Gr_21
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Ditch_Btm_Back_L
Gr_14
Shdr_EOP_Layer3_L
Gr_15
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
GR_4_R
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Ditch_Btm_L
GR_71_R
CL
-2.00% +0.63% 1:50.00
Elev= 8187.398
36" Culvert @ 2.00%
55.3'
.5
1:4 .00
1:1.39
13'
Elev= 8186.209
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
617+55.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z7
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
CL
-4.23% +4.23% 1:3.001:50.00
Elev= 8182.190
79'
36" Culvert @ 2.00%
Elev= 8183.9691:4.
16'
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
623+55.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z8
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Curb_Face_Btm_R
Pvd_Ditch_LayerTop_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R Curb_Back_Btm_R
Pvmt_EOP_LayerTop_R Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Curb_Back_Agg_Btm_R
Curb_Face_Lip_R
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Curb_Face_Agg_Btm_R
Pvd_Ditch_Layer1_R
Shdr_EOP_Layer2_L
Curb_Face_Top_R
Pvd_Ditch_Layer2_R
Pvmt_EOP_Layer1_R
Shdr_EOP_Layer3_L
Pvd_Ditch_Layer3_R
Pvmt_EOP_Layer2_R Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Curb_Back_Top_R
Pvmt_EOP_Layer3_R
Slope_Stake_L
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
CL
-2.00% -2.00% 1:6.0
1:50.00
Elev= 8180.081 Elev= 8181.160
36" Culvert @ 2.00%
49'
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
628+40.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z9
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
Gr_10_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Gr_4_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Mse_Excavation2_L
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Gr_6_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
Gr_7_L
GR_5_L
Mse_Backfill1_1_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
+8.00% -8.00%
.3
70'
36" Culv ert @ 11
.55%
Elev= 8177.471
1:4.00
.5
Elev= 8168.903
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
636+20.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z10
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_10_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Gr_4_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Gr_6_L
Shdr_Outside_Layer1_L
Gr_7_L
GR_5_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_RShdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
CL
-2.00% -2.00%
1:6.0
36" Culvert @ 2.00%
65.4'
Elev= 8181.118
1:4.00
.5
Elev= 8179.71118
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8120 8120
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
640+46.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z11
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
Gr_10_L
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Gr_4_L
GR_2_L
Pvmt_CL_Layer2
Mse_Excavation2_L
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Gr_6_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
Gr_7_L
GR_5_L
_L1
Mse_Backfill1_1_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
-7.72% +7.73% 1:4.21
.1
Elev= 8165.262
.5
" C ul ve rt
0.
°0'0
48" Culvert @ 2.0%
46.9'
Elev= 8180.551
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8120 8120
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
641+50.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z12
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
Gr_10_L
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Gr_4_L
GR_2_L
Pvmt_CL_Layer2
Mse_Excavation2_L
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Gr_6_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
Gr_7_L
GR_5_L
_L1
Mse_Backfill1_1_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
-8.00% +8.00% 1:4.00
.0
Elev= 8161.509 " C ul ve rt
4.
6%
.7
°0'
0"
37.2'
36" Culvert @ 5.0%
Elev= 8182.427
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8120 8120
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
648+60.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z13
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
MedianBarrier_Pave_Out_L
Mse_Reinforcement1_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
GR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Ditch_Btm_R
Pvmt_CL_Layer2
MedianBarrier_Low_In_L
Mse_Excavation2_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
_L1
Mse_Backfill1_1_L
Pvmt_ETW_LayerTop_L Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
MedianBarrier_Top_In_L
Shdr_EOP_Layer3_L
MedianBarrier_Low_Out_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
MedianBarrier_Top_Out_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
+8.00% -8.00%
.1
:0 .5
Elev= 8169.747 36" Culvert @ 10 .89%
60'
Elev= 8173.490
1:4.00 1:0.00
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8110 8110
8120 8120
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
652+28.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z14
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
MedianBarrier_Pave_Out_L
Mse_Reinforcement1_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
GR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Ditch_Btm_R
Pvmt_CL_Layer2
MedianBarrier_Low_In_L
Mse_Excavation2_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
_L1
Mse_Backfill1_1_L
Pvmt_ETW_LayerTop_L Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
MedianBarrier_Top_In_L
Shdr_EOP_Layer3_L
MedianBarrier_Low_Out_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
MedianBarrier_Top_Out_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
+8.02% -8.02%
.0
Elev= 8170.138
.4
" C ul ve rt
0.
4%
°0'0
36" Culvert @ 2.0%
45.2'
Elev= 8180.055
:0 .6
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8100 8100
8110 8110
8120 8120
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
654+91.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z15
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
Gr_10_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Gr_4_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Mse_Excavation2_L
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Gr_6_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
Gr_7_L
GR_5_L
_L1
Mse_Backfill1_1_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
-1.88% -2.12%
.1
Elev= 8185.794
" C ul ve rt
0.
4%
°0'0
36" Culvert @ 2.0%
Elev= 8194.362
41.5'
:0 .6
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8120 8120
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
657+15.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z16
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_10_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RGr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Gr_4_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Gr_6_L
Shdr_Outside_Layer1_L
Gr_7_L
GR_5_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_LShdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
CL
-6.89% +6.91%
1:47.29
Elev= 8206.009
Elev= 8208.667
.5
54.2'
36" Culvert @ 4.50
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8130 8130
8140 8140
8150 8150
8160 8160
8170 8170
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
660+90.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z17
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
Gr_10_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Mse_Backfill1__L
Gr_11_L
Shdr_EOP_LayerTop_R Pvmt_ETW_Layer1_R
Mse_Veneer_L
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Gr_4_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Mse_Excavation2_L
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Gr_6_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
Gr_7_L
GR_5_L
Mse_Backfill1_1_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_RMse_Backfill3__L
CL
+5.65% -5.64%
.2
36" Culvert @ 2.00%
Elev= 8226.420
57.4'
.5
Elev= 8225.274
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8180 8180
8190 8190
8200 8200
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
664+36.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z18
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
Gr_10_L
Shdr_EOP_Layer3_R Mse_Backfill1__L
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Veneer_L
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
Gr_4_L
GR_2_L
Pvmt_CL_Layer2
Mse_Excavation2_L
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
Gr_6_L
Hinge_L
Shdr_Outside_Layer1_L xMse2_L
Mse_Front_L
Gr_7_L
GR_5_L
Mse_Backfill1_1_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Backfill2_1_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Front2_L
Mse_Foundation2_L
Shdr_Outside_Layer1_R Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Mse_Backfill3__L
CL
+0.29% -0.29%
1:4.00
Elev= 8242.637 36" Culvert @
7.83%
53.5'
Elev= 8246.810
1:3 .00
.0
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8210 8210
8220 8220
8230 8230
8240 8240
8250 8250
8260 8260
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
8320 8320
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
8380 8380
668+35.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z19
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Gr_10_L
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Gr_11_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Gr_4_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Gr_5_L
Gr__L
GR_3_L
Pvmt_CL_Layer3
Gr_6_L
Shdr_Outside_Layer1_L
Gr_7_L
GR_5_L
Gr_8_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
CL
-2.00% +0.70%
Elev= 8267.966
50.8'
36" Culvert @ 2.00%
Elev= 8269.080
:1 .0
:1 .0 0 1:4.00
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8270 8270
8280 8280
8290 8290
8300 8300
8310 8310
672+67.00
8330 8330
8340 8340
8350 8350
8360 8360
8370 8370
8380 8380
682+03.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z20
U.S. 50 CULVERTS
Shdr_EOP_Layer3_R
Gr_11_L Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Gr_12_L
Gr_1_L
Pvmt_ETW_Layer2_R Pvmt_CL_LayerTop
Slope_Stake_R
Gr_13_L
Gr_2_L
Pvmt_ETW_Layer3_R
Gr_3_L
GR_1_LGR__L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Recoverable_Slope_R
Gr_4_L
GR_2_L
Pvmt_CL_Layer2
Gr_5_L
Gr__LGR_3_L
Pvmt_CL_Layer3
Gr_6_L
Shdr_Outside_Layer1_L
Gr_7_L
GR_5_L
Gr_8_L
GR_6_L
_L1
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Gr_9_L
GR_7_L
_L2
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Slope_Stake_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Shdr_EOP_Layer2_R
Gr_10_L
1:2.86
-5.34%
1:18.78
+2.25%
LC
1:6.41
54" Culvert @ 4.86 %
Elev= 8276.868
Elev= 8289.558
Elev= 8282.600
118.3'
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Recoverable_Slope_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
+10.23% -10.33%
Elev= 8347.431
54" Culvert @ 8.34%
140.5'
1:7.01
1:2 .98
1:2.74
1:4.62
Elev= 8335.783
25'
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8380 8380
8390 8390
8400 8400
8410 8410
8420 8420
8430 8430
693+28.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z21
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Recoverable_Slope_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
-8.87% +8.81%
1:2.22
1:
2.
Elev= 8387.707
54" Culvert @ 4.04 %
145'
Elev= 8393.560
25'
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8400 8400
8410 8410
8420 8420
8430 8430
8440 8440
8450 8450
8460 8460
8470 8470
8480 8480
8490 8490
8500 8500
700+41.00
8460 8460
8470 8470
8480 8480
8490 8490
8500 8500
708+47.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z22
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
-2.00% -2.00%
1:4 .00
Elev= 8435.799
86.7'
36" Culvert @ 4.7 3%
:1 .0
1:4.00
Elev= 8440.128 16'
Shdr_EOP_Layer2_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
+2.00% -2.00%
1:4 .00
Elev= 8468.965
36" Culvert @ 4.6 7%
94.4'
1:
2.
001:4.00
Elev= 8473.622
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8470 8470
8480 8480
8490 8490
8500 8500
8510 8510
8520 8520
721+68.00
8480 8480
8490 8490
8500 8500
8510 8510
8520 8520
727+94.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z23
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
-5.96% +5.96%
Elev= 8493.191
36" Culvert @ 7.56 %
86.6'
1:
1.
1:4 .09
1:4.11
Elev= 8500.122
Shdr_EOP_Layer2_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
+5.13% -4.70%
Elev= 8488.375
36" Culvert at 2.00%
Elev= 8491.224
137.5'
1:2 .59
1:5.1
1:6.07 1:6.07
1:2 .59
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8460 8460
8470 8470
8480 8480
8490 8490
8500 8500
8510 8510
733+89.00
8420 8420
8430 8430
8440 8440
8450 8450
8460 8460
741+85.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z24
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Ditch_Btm_Back_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
+3.48% -3.48%
Elev= 8469.716
36" Culvert @ 7.21%
94.7'
1:
2.
1:4 .00
1:
2.
Elev= 8477.247
1:4.00
16'
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Recoverable_Slope_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
-9.08% +9.08%
Elev= 8428.937
48" Culve rt @ 9.5
1%
Elev= 8447.018
179.2'
1:
2.
1:4.
1:4.84
24'
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
C u lv e r ts
R e v is e d .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8410 8410
8420 8420
8430 8430
8440 8440
8450 8450
747+04.00
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z25
U.S. 50 CULVERTS
Shdr_EOP_Layer2_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
Pvmt_ETW_Layer3_RPvmt_CL_Layer1
Shdr_Wedge_Layer2_L Recoverable_Slope_R
Pvmt_CL_Layer2
Pvmt_CL_Layer3
Shdr_Outside_Layer1_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
Shdr_EOP_Layer3_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Slope_Stake_L
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Pvmt_ETW_Layer3_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Recoverable_Slope_L
CL
-8.00% +8.00%
Elev= 8413.566
36" Culver t @ 8.69%
123.5'
1:
2.
1:4 .00
1:4.00
1:4.00
Elev= 8425.125
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
8420 8420
8430 8430
8440 8440
8450 8450
10+44.00
20+50.00
30+50.00
Approach Road 695+46 Rt
Approach Road 697+38 Rt
Approach Road 713+83 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 Z D r a in
X s e c X
S S
U S
A p p
R d C u lv e r ts .d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z26
U s e r J e ff r e y .F e ll in g
NUMBER
SHEET
24" Culvert @ 7.42%
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
+5.04% -6.80%1:8
1:3 Elev= 8428.300 elevation and offset Intercepts ML ditch
120.8'
Offset= 38.454 RT
Elev= 8418.849
18" Culvert @ 2.41%
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
Slope_Stake_Fill_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
+3.42% -0.77% 1:111:4.6
88.5'
Elev= 8429.925 Elev= 8432.184
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
-1.70% +1.54%
1:3 1:3
47.2'
Elev= 8496.670 Elev= 8497.308
24" Culvert @ 1.18%
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140
40+93.00
50+37.00
Approach Road 740+00 Rt
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 Z D r a in
X s e c X
S S
U S
A p p
R d C u lv e r ts .d g n
CO
Little Blue Creek Canyon
CO FLAP US50(1)
Z27
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_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_RPvmt_CL_LayerTop
Pvmt_ETW_Layer3_R
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_CL_Layer2
Pvmt_EOP_Layer1_L
Pvmt_CL_Layer3
CL
-3.94% +4.34%
1:4 1:4
18" Culvert @ 4.46%
43'
Elev= 8452.511
Elev= 8454.657
Bottom of ML ditch
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
+2.43% -2.43% 1:4 .0
1:4.0 18" Culvert @ 2.40%
68'
Elev= 8440.871 Elev= 8442.625
0 1010 2020 3030 4040 5050 606070
P
M N C
O u s R o a d w a y C
A D
D S h e e ts Z D r a in
X s e c X
S S
C O
U S
S n o w F e n c e
C u lv e r ts .d s e r J e ff r e y .F e ll in g
NUMBER
SHEET
8385 8385
8390 8390
8395 8395
8400 8400
8405 8405
8410 8410
6+03.00
8370 8370
8375 8375
8380 8380
8385 8385
8390 8390
8395 8395
11+87.00
Little Blue Creek Canyon
CO FLAP US50(1)
CO Z28
Snow Fence Maintenance Road
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
-2.77% +2.76%
1:4.
1:5
24" Culvert @ 5.12 4 %
Elev= 8394.983
Elev= 8397.388
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
-2.00% +2.00% 1:4 1:4
1:
48" Cu lvert @
15.54 7 %
Elev= 8898.350
Elev= 8905.263
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Culverts_Revised |
| XSS_COUS50_100%_Snow_Fence_Culverts |
| XSS_US50_100%_AppRd-Culverts |
| XSS_US50_100%_AppRd-Culverts |
File details come from the government source that posted it. Updated .