OR DOT CRGNSA 100(6)_Cross-Sections_V Line.pdf
PDF 2 MB Posted
- Solicitation number
- 69056721B000016
About this file
This solicitation is for a construction project to improve a section of the Historic Columbia River Highway State Trail in Oregon. The federal agency issuing the solicitation is the Department of Transportation Federal Highway Administration under number 69056721B000016. Work will be performed between Viento to Mitchell Point and includes final design and construction of cross sections along the "V" line to upgrade the trail from 10+00 to 11+70. The solicitation requires base construction work including grading, paving, and drainage features. The response deadline and award date are not specified. Pricing terms and any preferences such as set asides are not outlined.
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Text version
I D
HIGHWAY STATE TRAIL,
HISTORIC COLUMBIA RIVER
OR DOT CRGNSA 100(6)
VIENTO TO MITCHELL POINT CROSSING
100% FINAL DESIGN
CROSS SECTIONS
"V" LINE
10+00.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
153.24 Des Grade =
152.41 Subgrade =
152.26 Original Grnd =
.2
.8
S
G
.6
.3
S
G
.7
.6
S
G
.9
-1
.0
S G
+2.3% +1.3%
.1
.8
E
T W
.5
.6
E
T W
.8
-1
.0
E T
W
.4
.6
F
L
10+10.00
-40 -30 -20 -10 0 10 20 30 40
120 120
130 130
140 140
150 150
160 160
170 170
1:4.34
153.68 Des Grade =
152.84 Subgrade =
153.36 Original Grnd =
.5
.3
S
G
.3
.0
S
G
.1
-1
.6
S G
.2
.6
D
Y L
T
.2
-2
.7
D Y
L T
+1.8% +2.3%
.4
.3
E
T W
.0
-1
.6
E T
W
.3
.0
S
H D
R
.8
.4
D
C H
10+20.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
153.95 Des Grade =
153.12 Subgrade =
153.45 Original Grnd =
.1
-3 .8
S
G
.2
.0
S
G
.5
-3
.4
S G
.4
-2
.5
S G
.1
-3 .8
S
G
+1.1% +1.0%
.9
-3 .8
E
T W
.0
.0
E
T W
.2
-2
.5
E T
W
.9
-3 .8
E
T W
.3
-3
.3
S H
D R
.0
-3
.2
D C
H
10+30.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
1:2.44
154.48 Des Grade = 154.30 Des Grade =
153.65 Subgrade = 153.47 Subgrade =
154.17 Original Grnd = 154.16 Original Grnd =
.5
-1
.6
S G
.7
.4
S
G
.2
-1
.7
S G
.3
-9 .0
S
G
.7
-1
.4
D Y
L T
.7
-1
.7
D Y
L T
-1.5% +1.0%
.3
-1
.6
E T
W
.5
.4
E
T W
.1
-9 .0
E
T W
.1
-1
.0
S H
D R
.7
-1
.7
D C
H
10+40.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
1:2
154.91 Des Grade =
154.08 Subgrade =
155.05 Original Grnd =
.8
-3
.5
S G
.9
.0
S
G
.7
-2
.7
S G
.8
-1
.7
S G
.9
-9 .0
S
G
.0
-1
.0
D Y
L T
-1.5%
.6
-3
.5
E T
W
.7
.0
E
T W
.7
-9 .0
E
T W
.7
-1
.0
S H
D R
.5
-3
.8
S H
D R
.3
-1
.7
D C
H
.4
-2
.4
D C
H
10+50.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
155.78 Des Grade =
154.95 Subgrade =
156.05 Original Grnd =
.3
.0
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.2
-1
.4
D Y
L T
.2
-1
.6
D Y
L T
-1.5% -2.2%
.1
.0
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.2
-1
.7
D C
H
.6
-3
.4
D C
H
.5
-3
.7
D C
H
"V" LINE 100% X-SECTIONS (10+00 to 10+50)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
SHEET
OR DOT CRGNSA 100(6) 1XS-
12:17 PM 19 November 2020 ]10+00.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
10+60.00
130 130
140 140
150 150
160 160
170 170
180 180
1:2
156.78 Des Grade =
155.95 Subgrade =
157.07 Original Grnd =
.9
.4
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.2
-2
.2
D Y
L T
.3
-1
.9
D Y
L T
-1.5% +0.1%
.7
.4
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.2
-1
.7
D C
H
10+70.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
1:2
157.78 Des Grade =
156.95 Subgrade =
158.10 Original Grnd =
.0
.0
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.0
-1
.2
D Y
L T
-1.5% -1.5%
.9
.0
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.2
-1
.7
D C
H
10+80.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
1:2
158.78 Des Grade =
157.95 Subgrade =
159.02 Original Grnd =
.0
.0
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.2
-1
.7
D Y
L T
-1.5% -1.5%
.9
.0
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.2
-1
.7
D C
H
10+90.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
1:2
159.78 Des Grade =
158.95 Subgrade =
160.29 Original Grnd =
.0
.0
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.8
-1
.9
D Y
L T
-1.5% -1.5%
.9
.0
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.2
-1
.7
D C
H
11+00.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
1:2
160.78 Des Grade =
159.95 Subgrade =
161.58 Original Grnd =
.0
.0
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.3
-1
.9
D Y
L T
-1.5% -1.5%
.9
.0
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.8
.4
S
H D
R
.2
-1
.7
D C
H
11+10.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
1:2 1:2
161.78 Des Grade =
160.95 Subgrade =
163.18 Original Grnd =
.0
.0
S
G
.7
-1
.7
S G
.8
-9 .0
S
G
.5
.2
D
Y L
T
.4
-1
.1
D Y
L T
-1.5% -1.5%
.9
.0
E
T W
.6
-9 .0
E
T W
.6
-1
.0
S H
D R
.9
.0
S
H D
R
.2
-1
.7
D C
H
"V" LINE 100% X-SECTIONS (10+60 to 11+10)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 2XS-
12:16 PM 19 November 2020 ]10+60.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
11+20.00
130 130
140 140
150 150
160 160
170 170
180 180
1:2
1:
162.70 Des Grade =
161.86 Subgrade =
164.44 Original Grnd =
.0
.0
S
G
.6
-1
.7
S G
.7
-9 .0
S
G
.2
.7
D
Y L
T
.5
-1
.3
D Y
L T
-1.5% -1.5%
.8
.0
E
T W
.5
-9 .0
E
T W
.5
-1
.0
S H
D R
.8
.0
S
H D
R
.1
-1
.7
D C
H
11+30.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
1:2 1:2
163.47 Des Grade =
162.63 Subgrade =
165.43 Original Grnd =
.7
.0
S
G
.4
-1
.7
S G
.5
-9 .0
S
G
.6
.0
D
Y L
T
.2
-1
.4
D Y
L T
-1.5% -1.5%
.6
.0
E
T W
.3
-9 .0
E
T W
.3
-1
.0
S H
D R
.6
.0
S
H D
R
.9
-1
.7
D C
H
11+40.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
1:2 1:2
164.09 Des Grade =
163.26 Subgrade =
165.98 Original Grnd =
.3
.0
S
G
.0
-1
.7
S G
.1
-9 .0
S
G
.1
.6
D
Y L
T
.9
-1
.4
D Y
L T
-1.5% -1.5%
.2
.0
E
T W
.9
-9 .0
E
T W
.9
-1
.0
S H
D R
.2
.0
S
H D
R
.5
-1
.7
D C
H
11+50.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
1:2 1:2
164.57 Des Grade =
163.74 Subgrade =
165.97 Original Grnd =
.8
.0
S
G
.5
-1
.7
S G
.6
-9 .0
S
G
.1
.8
D
Y L
T
.0
-1
.6
D Y
L T
-1.5% -1.5%
.7
.0
E
T W
.4
-9 .0
E
T W
.4
-1
.0
S H
D R
.7
.0
S
H D
R
.0
-1
.7
D C
H
11+60.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
1:2
164.90 Des Grade =
164.07 Subgrade =
165.96 Original Grnd =
.2
.0
S
G
.8
-1
.7
S G
.9
-9 .0
S
G
.9
.8
D
Y L
T
.8
-1
.6
D Y
L T
-1.5% -1.5%
.0
.0
E
T W
.7
-9 .0
E
T W
.7
-1
.0
S H
D R
.0
.0
S
H D
R
.3
-1
.7
D C
H
11+70.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
165.10 Des Grade =
164.26 Subgrade =
165.96 Original Grnd =
.4
.0
S
G
.0
-1
.7
S G
.1
-9 .0
S
G
.8
.2
D
Y L
T
.4
-1
.4
D Y
L T
-1.5% -1.5%
.2
.0
E
T W
.9
-9 .0
E
T W
.9
-1
.0
S H
D R
.2
.0
S
H D
R
.5
-1
.7
D C
H
"V" LINE 100% X-SECTIONS (11+20 to 11+70)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 3XS-
12:18 PM 19 November 2020 ]11+20.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
11+80.00
140 140
150 150
160 160
170 170
180 180
165.23 Des Grade =
164.39 Subgrade =
164.14 Original Grnd =
.5
.0
S
G
.2
-1
.7
S G
.2
-9 .0
S
G
.1
.4
D
Y L
T
.6
-1
.7
D Y
L T
-1.5% -1.5%
.3
.0
E
T W
.0
-9 .0
E
T W
.0
-1
.0
S H
D R
.3
.0
S
H D
R
11+90.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
1:2
165.36 Des Grade =
164.52 Subgrade =
163.67 Original Grnd =
.6
.0
S
G
.3
-1
.7
S G
.3
-9 .0
S
G
.2
.5
D
Y L
T
.5
.0
D
Y L
T
.2
-1
.8
D Y
L T
-1.5% -1.5%
.4
.0
E
T W
.2
-9 .0
E
T W
.1
-1
.0
S H
D R
.5
.0
S
H D
R
12+00.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
165.49 Des Grade =
164.65 Subgrade =
163.11 Original Grnd =
.7
.0
S
G
.4
-1
.7
S G
.5
-9 .0
S
G
.5
.2
D
Y L
T
.6
.0
D
Y L
T
.3
-1
.9
D Y
L T
-1.5% -1.5%
.6
.0
E
T W
.3
-9 .0
E
T W
.3
-1
.0
S H
D R
.6
.0
S
H D
R
12+10.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
165.62 Des Grade =
164.78 Subgrade =
162.85 Original Grnd =
.9
.0
S
G
.5
-1
.7
S G
.6
-9 .0
S
G
.3
.7
D
Y L
T
.7
.0
D
Y L
T
.5
-2
.8
D Y
L T
-1.5% -1.5%
.7
.0
E
T W
.4
-9 .0
E
T W
.4
-1
.0
S H
D R
.7
.0
S
H D
R
12+20.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
165.75 Des Grade =
164.91 Subgrade =
162.68 Original Grnd =
.0
.0
S
G
.7
-1
.7
S G
.7
-9 .0
S
G
.1
.4
D
Y L
T
.4
.6
D
Y L
T
.9
.0
D
Y L
T
.1
-2
.8
D Y
L T
-1.5% -1.5%
.8
.0
E
T W
.6
-9 .0
E
T W
.5
-1
.0
S H
D R
.9
.0
S
H D
R
12+30.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
165.88 Des Grade =
165.04 Subgrade =
162.01 Original Grnd =
.1
.0
S
G
.8
-1
.7
S G
.9
-9 .0
S
G
.6
-3
.5
D Y
L T
.0
.9
D
Y L
T
.0
.1
D
Y L
T
.5
-2
.3
D Y
L T
.2
.3
D
Y L
T
-1.5% -1.5%
.0
.0
E
T W
.7
-9 .0
E
T W
.7
-1
.0
S H
D R
.0
.0
S
H D
R
"V" LINE 100% X-SECTIONS (11+80 to 12+30)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 4XS-
12:15 PM 19 November 2020 ]11+80.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
12+40.00
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:
166.01 Des Grade =
165.17 Subgrade =
160.62 Original Grnd =
.3
.0
S
G
.9
-1
.7
S G
.0
-9 .0
S
G
.1
.0
D
Y L
T
.1
.1
D
Y L
T
.7
-2
.1
D Y
L T
-1.5% -1.5%
.1
.0
E
T W
.8
-9 .0
E
T W
.8
-1
.0
S H
D R
.1
.0
S
H D
R
12+50.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
166.14 Des Grade =
165.30 Subgrade =
160.47 Original Grnd =
.4
.0
S
G
.9
.6
S
G
.1
-1
.7
S G
.1
-9 .0
S
G
.0
.5
D
Y L
T
.3
.1
D
Y L
T
.8
-2
.1
D Y
L T
-1.5% -1.5%
.2
.0
E
T W
.0
-9 .0
E
T W
.9
-1
.0
S H
D R
.3
.0
S
H D
R
.7
.6
S
H D
R
12+60.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
166.27 Des Grade =
165.43 Subgrade =
160.58 Original Grnd =
.5
.0
S
G
.2
-1
.7
S G
.3
-9 .0
S
G
.8
.1
D
Y L
T
.4
.1
D
Y L
T
.1
-2
.8
D Y
L T
-1.5% -1.5%
.4
.0
E
T W
.1
-9 .0
E
T W
.1
-1
.0
S H
D R
.4
.0
S
H D
R
12+70.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
+1.4%
166.40 Des Grade =
165.56 Subgrade =
160.09 Original Grnd =
.7
.7
S
G
.3
-1
.7
S G
.4
-9 .0
S
G
.7
.9
D
Y L
T
.7
.9
D
Y L
T
.3
-2
.7
D Y
L T
-1.5% -1.5%
.5
.7
E
T W
.2
-9 .0
E
T W
.2
-1
.0
S H
D R
.5
.7
S
H D
R
12+80.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
+1.1%
166.53 Des Grade =
165.69 Subgrade =
159.74 Original Grnd =
.8
.6
S
G
.5
-1
.7
S G
.5
-9 .0
S
G
.8
.6
D
Y L
T
.5
-2
.6
D Y
L T
-1.5% -1.5%
.6
.6
E
T W
.3
-9 .0
E
T W
.3
-1
.0
S H
D R
.7
.6
S
H D
R
12+90.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:2
+1.1%+1.1%
166.66 Des Grade =
165.82 Subgrade =
159.60 Original Grnd =
.9
.1
S
G
.7
-1
.6
S G
.7
-9 .0
S
G
.9
.2
D
Y L
T
.9
.2
D
Y L
T
.0
-3
.0
D Y
L T
-0.8% -0.8%
.7
.1
E
T W
.5
-9 .0
E
T W
.5
-1
.0
S H
D R
.7
.1
S
H D
R
"V" LINE 100% X-SECTIONS (12+40 to 12+90)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 5XS-
12:33 PM 19 November 2020 ]12+40.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
13+00.00
130 130
140 140
150 150
160 160
170 170
180 180
190 190
1:
+1.1%+1.1%
166.79 Des Grade =
165.95 Subgrade =
159.71 Original Grnd =
.9
.2
S
G
.9
-1
.6
S G
.9
-9 .0
S
G
.0
.3
D
Y L
T
.0
.3
D
Y L
T
.0
-2
.4
D Y
L T
-0.2% -0.2%
.8
.2
E
T W
.7
-9 .0
E
T W
.7
-1
.0
S H
D R
.8
.2
S
H D
R
13+10.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
1:2 .91
+1.0%+1.0%
166.92 Des Grade =
166.08 Subgrade =
160.73 Original Grnd =
.0
.1
S
G
.1
-1
.8
S G
.1
-9 .0
S
G
.1
-1
.2
S G
.0
.7
D
Y L
T
.0
.7
D
Y L
T
.0
-1
.9
D Y
L T
.0
-1
.9
D Y
L T
+0.5% +0.5%
.8
.1
E
T W
.9
-9 .0
E
T W
.9
-1
.2
E T
W
.9
-1
.6
S H
D R
.8
.1
S
H D
R
+0.8%+0.8%
167.05 Des Grade =
166.21 Subgrade =
162.43 Original Grnd =
.0
.5
S
G
.3
-9 .0
S
G
.0
.9
D
Y L
T
.0
.9
D
Y L
T
+1.2% +1.2%
.9
.5
E
T W
.1
-9 .0
E
T W
.9
.5
S
H D
R
13+30.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
+1.0%+1.0%
167.19 Des Grade =
166.36 Subgrade =
164.62 Original Grnd =
.2
.0
S
G
.4
-9 .0
S
G
.2
.1
D
Y L
T
.2
.1
D
Y L
T
+1.5% +1.5%
.0
.0
E
T W
.3
-9 .0
E
T W
.0
.0
S
H D
R
13+40.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
+0.9%
167.35 Des Grade =
166.52 Subgrade =
167.61 Original Grnd =
.3
.2
S
G
.6
-1
.7
S G
.0
-1
.7
S G
.6
-9 .0
S
G
.3
.6
D
Y L
T
.3
.6
D
Y L
T
+1.5% +1.5%
.2
.2
E
T W
.5
-1
.7
E T
W
.5
-1
.7
E T
W
.4
-9 .0
E
T W
.3
-2
.8
S H
D R
.2
-2
.9
S H
D R
.1
.2
S
H D
R
13+50.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
+0.5%
167.54 Des Grade =
166.79 Subgrade =
170.01 Original Grnd =
.6
.2
S
G
.9
-1
.0
S G
.4
.1
D
Y L
T
.4
.1
D
Y L
T
.3
-2
.5
D Y
L T
+1.6% +1.5%
.3
.2
E
T W
.6
-1
.0
E T
W
.7
-1
.0
S H
D R
.3
.2
S
H D
R
"V" LINE 100% X-SECTIONS (13+00 to 13+50)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 6XS-
12:37 PM 19 November 2020 ]13+00.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
14+20.00
140 140
150 150
160 160
170 170
180 180
190 190
168.95 Des Grade =
168.20 Subgrade =
167.28 Original Grnd =
.1
.0
S
G
.2
-6 .0
S
G
.6
-8 .8
D
Y L
T
+1.5% +1.5%
.8
.0
E
T W
.0
-6 .0
E
T W
.0
-8 .0
S
H D
R
.1
-1
.0
S H
D R
14+30.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.05 Des Grade =
168.30 Subgrade =
167.80 Original Grnd =
.2
.0
S
G
.0
.3
S
G
.3
-6 .0
S
G
.9
.2
S
G
.4
-9 .5
D
Y L
T
+1.5% +1.5%
.9
.0
E
T W
.1
-6 .0
E
T W
.7
.2
E
T W
.1
-8 .0
S
H D
R
.7
.3
S
H D
R
.4
-1
.6
S H
D R
.9
-3
.9
S H
D R
14+40.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.11 Des Grade =
168.36 Subgrade =
168.25 Original Grnd =
.2
.0
S
G
.4
-6 .0
S
G
.6
-2
.6
D Y
L T
.1
-3
.9
D Y
L T
.0
-8 .3
D
Y L
T
.9
.5
D
Y L
T
+1.5% +1.5%
.0
.0
E
T W
.2
-6 .0
E
T W
.2
-8 .0
S
H D
R
14+50.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.14 Des Grade =
168.39 Subgrade =
168.41 Original Grnd =
.3
.0
S
G
.4
-6 .0
S
G
.3
-8 .1
D
Y L
T
+1.5% +1.5%
.0
.0
E
T W
.2
-6 .0
E
T W
.2
-8 .0
S
H D
R
14+60.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.18 Des Grade =
168.43 Subgrade =
168.73 Original Grnd =
.3
.0
S
G
.5
-6 .0
S
G
.3
-8 .1
D
Y L
T
+1.5% +1.5%
.0
.0
E
T W
.2
-6 .0
E
T W
.3
-8 .0
S
H D
R
14+70.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.21 Des Grade =
168.46 Subgrade =
168.78 Original Grnd =
.3
.0
S
G
.5
-6 .0
S
G
.3
-8 .0
D
Y L
T
+1.5% +1.5%
.1
.0
E
T W
.3
-6 .0
E
T W
.3
-8 .0
S
H D
R
"V" LINE 100% X-SECTIONS (14+20 TO 14+70)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 8XS-
12:14 PM 19 November 2020 ]14+20.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
14+80.00
140 140
150 150
160 160
170 170
180 180
190 190
169.25 Des Grade =
168.50 Subgrade =
169.04 Original Grnd =
.4
.0
S
G
.5
-6 .0
S
G
.8
.5
D
Y L
T
.2
-8 .1
D
Y L
T
+1.5% +1.5%
.1
.0
E
T W
.3
-6 .0
E
T W
.3
-8 .0
S
H D
R
.1
.0
S
H D
R
14+90.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.28 Des Grade =
168.53 Subgrade =
169.26 Original Grnd =
.4
.0
S
G
.6
-6 .0
S
G
.3
-8 .0
D
Y L
T
+1.5% +1.5%
.1
.0
E
T W
.3
-6 .0
E
T W
.4
-8 .0
S
H D
R
.1
.0
S
H D
R
15+00.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.31 Des Grade =
168.56 Subgrade =
169.26 Original Grnd =
.4
.0
S
G
.6
-6 .0
S
G
.0
.3
D
Y L
T
.9
-9 .0
D
Y L
T
+1.5% +1.5%
.2
.0
E
T W
.4
-6 .0
E
T W
.4
-8 .0
S
H D
R
.1
.0
S
H D
R
15+10.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
169.24 Des Grade =
168.49 Subgrade =
169.45 Original Grnd =
.4
.0
S
G
.0
-2
.2
S G
.6
-1
.6
S G
.5
-6 .0
S
G
.8
.6
D
Y L
T
.9
-2
.8
D Y
L T
.9
-9 .1
D
Y L
T
.6
-1
.4
D Y
L T
+1.5% +1.5%
.1
.0
E
T W
.3
-6 .0
E
T W
.3
-8 .0
S
H D
R
.6
-1
.6
S H
D R
.1
.0
S
H D
R
.0
-2
.2
S H
D R
15+20.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
168.95 Des Grade =
168.20 Subgrade =
169.35 Original Grnd =
.1
.0
S
G
.2
-6 .0
S
G
.7
.2
D
Y L
T
.8
-9 .5
D
Y L
T
+1.5% +1.5%
.8
.0
E
T W
.0
-6 .0
E
T W
.0
-8 .0
S
H D
R
.8
.0
S
H D
R
15+30.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
168.44 Des Grade =
167.69 Subgrade =
168.88 Original Grnd =
.6
.0
S
G
.7
-2
.0
S G
.7
-6 .0
S
G
.8
-1
.1
S G
.3
.0
D
Y L
T
.1
-2
.2
D Y
L T
.6
-2
.1
D Y
L T
+1.5% +1.5%
.3
.0
E
T W
.5
-6 .0
E
T W
.5
-1
.1
E T
W
.5
-2
.0
S H
D R
.3
.0
S
H D
R
"V" LINE 100% X-SECTIONS (14+80 TO 15+30)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 9XS-
12:35 PM 19 November 2020 ]14+80.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
15+40.00
140 140
150 150
160 160
170 170
180 180
190 190
1:4.42
167.69 Des Grade =
166.94 Subgrade =
168.16 Original Grnd =
.8
.0
S
G
.6
-2
.1
S G
.2
-9 .7
S
G
.3
-1
.8
S G
.8
.0
S
G
.0
-6 .0
S
G
.7
.9
S
G
.3
.9
D
Y L
T
+1.5% +1.5%
.6
.0
E
T W
.3
-2
.1
E T
W
.7
-6 .0
E
T W
.5
.9
E
T W
.6
.0
S
H D
R
.5
.0
S
H D
R
.9
-9 .7
S
H D
R
.1
-1
.8
S H
D R
15+50.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
166.74 Des Grade =
165.99 Subgrade =
167.06 Original Grnd =
.9
.0
S
G
.0
-6 .0
S
G
.1
-8 .6
D
Y L
T
.5
.5
D
Y L
T
+1.5% +1.5%
.6
.0
E
T W
.8
-6 .0
E
T W
.8
-8 .0
S
H D
R
.6
.0
S
H D
R
15+60.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
190 190
165.74 Des Grade =
164.99 Subgrade =
166.06 Original Grnd =
.9
.0
S
G
.0
-6 .0
S
G
.9
-8 .0
D
Y L
T
+1.5% +1.5%
.6
.0
E
T W
.8
-6 .0
E
T W
.8
-8 .0
S
H D
R
.6
.0
S
H D
R
15+70.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
164.74 Des Grade =
163.99 Subgrade =
164.61 Original Grnd =
.9
.0
S
G
.0
-6 .0
S
G
.7
-8 .2
D
Y L
T
+1.5% +1.5%
.6
.0
E
T W
.8
-6 .0
E
T W
.8
-8 .0
S
H D
R
.6
.0
S
H D
R
15+80.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
163.74 Des Grade =
162.99 Subgrade =
163.60 Original Grnd =
.9
.0
S
G
.0
-6 .0
S
G
.2
-3
.5
S G
.7
-8 .2
D
Y L
T
+1.5% +1.5%
.6
.0
E
T W
.8
-6 .0
E
T W
.0
-3
.5
E T
W
.8
-8 .0
S
H D
R
.6
.0
S
H D
R
15+90.00
-40 -30 -20 -10 0 10 20 30 40
140 140
150 150
160 160
170 170
180 180
+9.9%
162.74 Des Grade =
161.99 Subgrade =
162.72 Original Grnd =
.9
.0
S
G
.0
-6 .7
S
G
.0
-6 .0
S
G
.7
.9
D
Y L
T
.9
-8 .2
D
Y L
T
+1.5% +1.3%
.6
.0
E
T W
.8
-6 .0
E
T W
.6
.0
S
H D
R
"V" LINE 100% X-SECTIONS (15+40 to 15+90)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 10XS-
12:12 PM 19 November 2020 ]15+40.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
16+00.00
130 130
140 140
150 150
160 160
170 170
180 180
161.80 Des Grade =
161.05 Subgrade =
161.98 Original Grnd =
.9
.0
S
G
.1
-6 .0
S
G
.1
-8 .3
D
Y L
T
+1.5% +1.5%
.7
.0
E
T W
.8
-6 .0
E
T W
.9
-8 .0
S
H D
R
16+10.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180�
161.02 Des Grade =
160.27 Subgrade =
161.30 Original Grnd =
.2
.5
S
G
.9
-2
.0
S G
.3
-6 .0
S
G
.9
-2
.7
S G
.7
-2
.9
D Y
L T
+0.8%
.0
.5
E
T W
.0
-6 .0
E
T W
.7
-2
.7
E T
W
.7
-2
.0
S H
D R
.7
.4
S
H D
R
16+20.00
-40 -30 -20 -10 0 10 20 30 40
130 130
140 140
150 150
160 160
170 170
180 180��
160.40 Des Grade =
159.65 Subgrade =
160.56 Original Grnd =
.8
.1
S
G
.8
-2
.5
S G
.6
-1
.6
S G
+0.2% -7.0%
.6
.1
E
T W
.5
-2
.5
E T
W
.4
-1
.6
E T
W
.3
.2
S
H D
R
.5
-2
.5
S H
D R
"V" LINE 100% X-SECTIONS (16+00 to 16+20)
HCRH STATE TRAIL VIENTO TO MITCHELL POINT CROSSING
FHWA, Office of Federal Lands Highway
STATE PROJECT
NUMBER
OR DOT CRGNSA 100(6) 11XS-
12:12 PM 19 November 2020 ]16+00.00 [Sheet] [P:\F\FHAX00000250\0400CAD\RH\SUPPORT\Cross Sections\V.dgn
| V-Line |
| V-1 |
| V-2 |
| V-3 |
| V-4 |
| V-5 |
| V-6 |
| V-8 |
| V-9 |
| V-10 |
| V-11 |
File details come from the government source that posted it. Updated .