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Section 14 – Restoration of Surfaces

The entire width of sidewalk shall be replaced between saw cuts for a length

of not less than four feet (4’) providing the remaining sidewalk shall not be

less than four feet (4’) in length, measured from the saw cut to the nearest

score mark, expansion joint, construction joint or weakened plane joint.

Driveways shall be replaced as directed by the Agency, either completely or

partially by saw cutting in the middle of the driveway.

Replacement shall be in accordance with the applicable requirements, including the

placement of Aggregate Base Class 2 under the new concrete as specified in Section 27,

“Curbs, Gutters, Sidewalks, and Drainage Structures”, of these Specifications, except provisions

for payment, for the type and classification of work set forth in other Sections of these

Specifications. Pedestrian access shall be maintained in accordance with Section 6-12.02,

“Pedestrian Access”, of these Specifications.

14-5 PAVEMENT MARKINGS

Except where specified otherwise in these Specifications or the Special Provisions, the

Contractor will replace all crosswalks and other permanent pavement markings and raised

markers that have been disturbed, destroyed, or covered by the Work. If the Special Provisions

indicate that the Agency will replace pavement markings, the Contractor shall pay the current

prices per square foot for pavement markings or unit price per marker to the Agency, and

Agency forces will replace the markers or markings on the completed surface. The current

prices per square foot for pavement markings or unit price per marker are specified in the

14-6 TEMPORARY PAVING

Temporary paving shall be placed at locations shown on the Plans or as directed by the

Agency. Asphalt concrete Type "A”, conforming to Section 23, “Asphalt Concrete”, of these

Specifications, shall be used as temporary paving on all major streets (see Section 12-3.07,

“Flashing Arrow Sign”, of these Specifications, for definition). Temporary paving in all other

paved areas may be asphalt plant-mix cutback, unless otherwise directed by the Agency.

Thickness of temporary paving shall be one and one-half inches (1-1/2”) unless otherwise

shown on the Plans. Temporary paving shall be maintained at the same level as the existing

pavement until the permanent surfacing is placed. In no case shall temporary pavement be

allowed to remain for a period greater than thirty (30) calendar days unless approved in writing

All temporary paving shall be identified by painting the words “TEMPORARY PAVEMENT”

along with the name of the contractor responsible for maintaining the temporary paving material

and the date in which the material was placed. Painted text shall be in white lettering at the

beginning, ending, and along the length of the temporary paving at maximum intervals of five

hundred feet (500’). The text shall be neatly stenciled a minimum five inches (5”) in height and

shall be maintained in a neat and legible condition.

Temporary pavement and/or portions of temporary pavement totaling one thousand feet

(1000’) or greater in length shall also be identified with a construction sign placed along the

edge of the roadway and constructed in accordance with Section 34-3 of these specifications.

Temporary pavement signs shall be thirty inches by thirty inches (30” X 30”) in a diamond

configuration and shall be orange with five-inch (5”) black lettering. Signs shall be installed at

the beginning, ending and at maximum intervals of one thousand feet (1000’) and shall be

installed within the road right of way whenever possible. Signs shall not be installed in a location

that would obstruct visibility or create an obstacle for pedestrians. The property owner’s

permission must be obtained if signs are placed on private property.