Section 13 – Existing Facilities
12/1/03
13.3
13-2.07 Fences
All fence material and gates to be relocated or reset shall be removed with care to prevent
any damage to the material. All adhering concrete footings shall be removed from fence posts
and braces that are to be relocated or reset.
Relocated or reset fences shall provide two feet (2’) minimum clearance from relocated or
new fire hydrants.
Temporary fencing shall be furnished and erected where the removed existing fencing is for
security of property or containment, as shown on the Plans and as directed by the Agency.
Materials removed from existing fences that, in the opinion of the Agency, are unsuitable for
reuse shall become the property of the Contractor and shall be disposed of. The unsuitable
material shall be replaced with material of a kind and quality equal to the best of the material in
the existing facility. Furnishing of material to replace material that has been damaged by the
Contractor’s operations will be at the Contractor’s expense. Furnishing of material to replace
unsuitable material as ordered by the Agency will be paid for as extra work as provided in
Section 9, “Changes and Claims”, of these Specifications.
13-2.08 Concrete
Where a portion of a concrete structure, slab, or curb is to be removed, the concrete shall be
cut with a concrete saw so that the visible edge of the remaining concrete shall form a neat,
straight line. Where concrete slabs, curbs, ornamental walls, brick work, or similar items are
encountered in the course of the construction of underground facilities, except drainage facilities
within road right-of-way, the structure or facility shall be reconstructed to match the existing
portion of the facility. On roadway projects and drainage construction in highway rights-of-way,
the facility shall be removed to the right-of-way line and the end of the facility shall be
reconstructed to provide a neat appearance.
13-2.09 Removal of Traffic Stripes and Pavement Markings
Removal of traffic stripes and pavement markings is required for all areas of slurry seal and
other areas specifically indicated for stripe removal as shown on the Plans. Removal of painted
traffic stripes and pavement markings shall comply with the requirements of Section 15-2.02B,
“Traffic Stripes and Pavement Markings”, of the State Specifications. Traffic stripe removal shall
be completed no more than two (2) Calendar Days prior to placement of slurry seal.
Traffic stripes and pavement markings shall be removed by sandblasting or approved
grinding method. When sandblasting is performed within ten feet (10’) of a lane occupied by
vehicular traffic, the sandblast equipment shall be equipped with a shield to protect the public,
and a vacuum attachment operating concurrently with the pressure equipment to immediately
remove grindings and sand from the surface of the roadway. The Contractor shall immediately
remove all remaining sand and grindings from the roadway.
The Contractor’s attention is directed to Sections 6-1 and 10-7.01 of these Specifications.
Handling and disposal of hazardous materials associated with the removal of traffic stripes and
pavement markings shall comply with all applicable Federal, State, and local laws, rules,
regulations, ordinances and statutes. Contractor will be responsible for all costs associated with
non-compliance, including any fines levied.
Placement of permanent or temporary pavement striping, as detailed in Section 48-5
“Placement”, of these Specifications, is required prior to opening the subject portion of roadway
to traffic.
13-3 MEASUREMENT AND PAYMENT
Full compensation for protecting existing facilities shall be considered as included in the
prices paid for the various items of work and no additional compensation will be allowed.



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