UFC 3-260-11FA
25 May 2005
1.10
DEMOLITION
1.10.1
General
Structures and/or pavements shall be demolished at locations and
within the limits shown on the RFP drawings or described in the
1.10.2
Removal of Bituminous Pavement
Edges of pavement to be matched with new pavement shall be cut
full depth of the bituminous layers. The existing surface course
shall be cut and removed six (6) inches back from the full depth
cut to provide a step joint. Pavements to be removed to a line
that will become a permanent pavement edge shall be cut full
depth through all bituminous layers. If, due to the Contractor's
operations, any surfaces or pavements to remain are damaged, they
shall be repaired as directed at no additional cost to the
Government.
1.10.3
Removal of Concrete Pavement
Construction methods will be used that will prevent damage to
adjacent pavements that are to remain. Pavement removed shall be
in accordance with Section 2753, Concrete Pavement for Airfields
and Other Heavy Duty Pavements, including double saw-cut around
the pavement to be removed.
1.10.4
Disposal of Demolition Debris
Demolition debris should be recycled to the maximum extent
practical. All debris that is not recycled shall be disposed of
at a site provided by the Contractor off the Air Base. A
construction and demolition waste management plan is required in
conformance with Section 00800-1.59.
1.11
EARTHWORK AND GRADING
1.11.1
General
Earthwork shall conform to the lines and grades shown on the
drawings and as required by UFC 3-260-01, Airfield and Heliport
Planning and Design. Scheduling of earthwork and grading shall be
in accordance with the Section 1.4, Construction Phasing Plan.
1.11.2
Work in Critical Areas
Earthwork and grading operations on the airfield shall be
conducted in conformance with Section 15.6.7, Attachment 15, UFC
3-260-01. The Contractor shall notify the Air Base Management
seventy-two (72) hours prior to working in navigation aid
critical areas or in areas where cables and facilities serving
navigation aids are located.
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