Faber Construction 8/14/2017 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS I I 5-06.3(6) Temporary Pavement Patching The Contractor shall furnish, place and maintain temporary pavement patching, at I locations as directed by the Engineer, until such time as a permanent patch of permanent paving can be made. Temporary pavement patch shall consist of a two inch thick course of either: cold mix I asphalt (MC 250) or hot mix asphalt (HMA CL 1/2", PG 64-22) as approved by the Engineer, over a three inch course of Crushed Surfacing Top Course. The crushed surfacing top course shall be compacted to 95-percent maximum density as determined by Section 2-03.3(14)D. Asphalt shall be compacted to 90-percent of maximum density as determined by WSDOT Test Method 705. Temporary asphalt patching shall be required where roadway or walk is needed for I vehicular or pedestrian traffic, during the construction period, until permanent pavement and sidewalks can be constructed. In the event that the temporary surface subsides after the initial placement, additional I MC 250 or HMA(as approved by the Engineer) and crushed surfacing shall be applied as necessary to maintain the surface. Stockpile of plant mix and crushed surfacing for temporary patching shall be provided on the site by the Contractor. Prior to final restoration of the pavement, the Contractor shall be responsible for removing and disposing of temporary pavement patching materials. I 5-06.3(7) Incidental Pavement Patching Incidental pavement patching shall be done only at the direction of the Engineer for patching and restoring areas between the back of new sidewalks and adjacent asphalt 111 driveways, paving ramps at the ends of sidewalks, and gutters that are adjusted to grade. Asphalt for incidental pavement patching shall be HMA CL 1/2", PG 64-22. 1 5-06.4 Measurement Bid items of Work completed pursuant to the Contract Documents will be measured as I described in Division B — Bid Item Descriptions of these Special Provisions and Section 1- 09 MEASUREMENT AND PAYMENT of the Standard Specifications. 5-06.5 Payment Payment for bid items of Work completed pursuant to the Contract Documents will be as described in Division B — Bid Item Descriptions of these Special Provisions and Section 1- 09 MEASUREMENT AND PAYMENT of the Standard Specifications. 111 I I I I Sewer Regulators R4 and Division 5—SURFACE TREATMENTS AND PAVEMENTS May 2017 R39 Modifications , WO No.—UP3633 SP- 152