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12’
TRAVEL
LANE
12’
TRAVEL
LANE
8’
SHLD.
8’
SHLD.
0.02’/’ 0.04’/’
4:1
3:1
0.04’/’ 0.02’/’
3:1
PROFILE GRADE
PAVEMENT DEPTH
0.02’/’ 0.02’/’
20’
MIN.
20’
MIN.
TYPICAL SECTION
HWY. 112
18" MIN. DEPTH
BELOW SUBGRADE
EXISTING
GROUND
C.L.
CONSTRUCTION
4:1
0.04’/’ 0.04’/’
18" MIN. DEPTH
BELOW SUBGRADE
10’
SHLD
3:1 6:1
20’
MIN.
C.L. MEDIAN
42’ 42’
C.L. LT. MAIN LANES C.L. RT. MAIN LANES
60’ MEDIAN
12’
TRAVEL
LANE
0.04’/’ 0.02’/’
PROFILE GRADE
12’
TRAVEL
LANE
6’
SHLD
24’
0.02’/’ 0.02’/’
6:1 6:1
24’ 10’
SHLD
PROFILE GRADE
0.02’/’
12’
TRAVEL
LANE
12’
TRAVEL
LANE
0.02’/’ 0.02’/’
0.04’/’6:1
20’
MIN.
3:1EXISTINGGROUND
TYPICAL SECTION
MAIN LANES
PAVEMENT DEPTH PAVEMENT DEPTH
6:1
6’
SHLD
10’
TRAVEL
LANE
10’
TRAVEL
LANE
4’
SHLD.
4’
SHLD.
0.02’/’ 0.04’/’ 4:1
3:1
0.04’/’ 0.02’/’
PROFILE GRADE
EXISTING
GROUNDPAVEMENT DEPTH
0.02’/’ 0.02’/’
18" MIN. DEPTH
BELOW SUBGRADE
3:1
TYPICAL SECTION
6’
MIN.
6’
MIN.
4:1
C.L.
CONSTRUCTION
6:1
3:1
6:13:1
0.02’/’0.04’/’
4’
SHLD.15’
RAMP
6’
SHLD.
7.5’ 7.5’
0.04’/’
0.02’/’0.02’/’
PROFILE GRADE
EXISTING
GROUND
C.L. RAMP
PAVEMENT DEPTH
26’
MIN.
24’
MIN.
18" MIN. DEPTH
BELOW SUBGRADE
RAMP TYPICAL SECTION
(SHOWN IN THE DIRECTION OF TRAFFIC)
6:1
William L. Kelley
and Mary Louise Kelley
Arnold L. Hollingsworth
and Mary A. Hollingsworth
A. L. Hollingsworth, Jr.
and Lorene K. Hollingsworth
James F. Prendergast
James F. Prendergast
Grimsley Revocable Living Trust
Roy L. Grimsley Trust
W. W. R. Investments L.L.C.
Wagon Wheel Bend, L.L.C.
W. W. R. Investments L.L.C.
Springdale School District #50
of Washington County
Darrell N. Patton
and Carol S. Patton
DTR, LLC
DTR, LLC
DTR, LLC
Royce Smith
Connie L. Sharp
& Lisa A. Blount