UFC 3-260-11FA
25 May 2005
a.
Removal Limits (Lateral Dimensions, Depth)
b.
Show Make-Up of the Existing Pavement
1)
Pavement Type and Thickness
2)
Joint Type (e.g., Doweled, Tied, Contraction)
3)
Existing Reinforcing (if any)
c.
Special Notes
1)
Equipment Type/Size
2)
Procedures
3)
Housekeeping
4)
Other
13.
EXISTING UTILITIES PLAN
a.
Show Existing Utility Locations and Type
b.
Show Pavement Penetrations
14.
PAVING PLAN
a.
Thickness
b.
Type
c.
Location
d.
Location of Section Cuts
e.
Stationing
f.
Dimensions
15.
PAVING SECTIONS
Make the sections specific. Do not overuse "Typical Sections." Cut a
section wherever there is a change from one pavement section to another
in any direction and on all pavement edges. The same section may be
referenced numerous places on the plan sheets, but each location must
be marked and properly annotated. Remember, only by including
everything in the plans can the design be built as envisioned. One hour
spent by the designer will save several hours work by the field
engineer.
a.
Include the entire paving section from surface through subgrade.
1)
Thickness of Surface
2)
Prime Coat Requirements
3)
Thickness of Bases and Subbases
4)
Thickness of Drainage Layer
5)
Depth and Type of Subgrade Preparation
b.
Jointing Locations and Type
c.
Surface Grades/Slope
d.
Subsurface Drainage/Subdrain Provisions
16.
PLAN AND PROFILE SHEETS
a.
Plan
1)
Outline of Pavement
2)
Utilities
3)
Stationing
4)
Geometrics
01018B - 3
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