highway 105 corridor study · typical cross sections highway 105 corridor study 9’ 12’ 10’...
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Typical Cross
Sections
Highway 105 Corridor Study
6’ 0’-10.5’ 8’ 12’ 12’ 6’ 6’ 12’ 12’ 8’ 0’-10.5’ 6’
.5’ 2.5’ 2.5’ .5’
VARIES SHLD. LANE LANE MEDIAN LANE LANE SHLD. VARIESWALK
(TYP)
WALK
(TYP)
76’ PAVEMENT
115’ MAX-VARIES ROW
STD. PROP.
COUNTY
R/W
STD. PROP.
COUNTY
R/W
CL
HIGHWAY 105
2%2% 2% 2%
CURB CURB
21’ 12’ 10’
SHLD.
12’
LANE
6’ 6’
MEDIAN
12’
LANE
10’
SHLD.
12’ 21’
56’ PAVEMENT
126’ ROW
STD. PROP.
COUNTY
R/W
STD. PROP.
COUNTY
R/W
2’ 2’
APPROX.
EXIST.
R/W
APPROX.
EXIST.
R/W
CL
HIGHWAY 105
2% 2%
TOP OF CUT
EXISTING
GROUND
TOE OF SLOPE
4:1
3:1 MAX
4:1
3:1 MAX
Ultimate Urban 4-LaneI-25 To Lake WoodmoorUltimate Urban 4-LaneI-25 To Lake Woodmoor
Interim Rural 2-LaneStandard Cut/Fill OptionLake Woodmoor To SH 83
Interim Rural 2-LaneStandard Cut/Fill OptionLake Woodmoor To SH 83
Typical Cross
Sections
Highway 105 Corridor Study
9’ 12’ 10’ 12’ 12’ 6’ 6’ 12’ 12’ 10’ 12’ 9’
80’ PAVEMENT
126’ ROW
SHLD. LANE LANE MEDIAN LANE LANE SHLD.
2’ 2’
STD. PROP.
COUNTY
R/W
STD. PROP.
COUNTY
R/W
APPROX.
EXIST.
R/W
APPROX.
EXIST.
R/W
CL
HIGHWAY 105
2% 2%
TOP OF CUT
EXISTING GROUND
TOE OF SLOPE
4:1
3:1 MAX
3:1 MAX
4:1
3.42’10’
SHLD.
12’
LANE
12’
LANE
6’ 6’
MEDIAN
12’
LANE
12’
LANE
10’
SHLD.2’
80’ PAVEMENT
126’ ROW
STD. PROP.
COUNTY
R/W
STD. PROP.
COUNTY
R/W
APPROX.
EXIST.
R/W
APPROX.
EXIST.
R/W
CL
HIGHWAY 105
2% 2%
EXISTING GROUND
FILL SLOPE
RETAINING
WALL
CUT SLOPE
RETAINING WALL
GUARDRAIL
(AS REQUIRED)
Ultimate Rural 4-LaneStandard Cut/Fill OptionLake Woodmoor To SH 83
Ultimate Rural 4-LaneStandard Cut/Fill OptionLake Woodmoor To SH 83
Ultimate Rural 4-LaneStandard Cut/Fill OptionWith Retaining WallsLake Woodmoor To SH 83
Ultimate Rural 4-LaneStandard Cut/Fill OptionWith Retaining WallsLake Woodmoor To SH 83