Faber Construction Corp 9/27/2016

CITY OF EVERETT SPECIAL PROVISIONS 1 5-04.5 Payment Delete all paragraphs in 5-04.5 and substitute the following: 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. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Delete all paragraphs in 5-04.5(1)B and substitute the following: The maximum CPF of a compaction lot is 1.00. For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. Supplement Division 5 of the Standard Specifications by adding the following: ' 5-06 PAVEMENT PATCHING 5-06.1 Description This Work shall consist of the reconstruction and patching of trenches and other excavations in paved streets and other paved areas. 5-06.2 Materials ' Provide materials conforming to the requirements specified for the materials in Sections 5- 04 & 5- 05 of the Standard Specifications except as modified by these Special Provisions. For HMA pavement patching provide HMA CL 1/2", PG 64-22 as specified in Section 5-04 ' of the Standard Specifications. Provide asphalt for temporary pavement patch as either: cold mix asphalt (MC 250) per Section 9-02 of the Standard Specifications or hot mix asphalt (HMA CL 1/2", PG 64-22). ' Mineral aggregate of MC 250 shall meet the same requirements as the aggregates used in HMA CL 1/2", PG 64-22. For tack coat provide emulsified asphalt grade CSS-1 as specified in 9-02.1(6) of the Standard Specifications. For cement concrete pavement patching provide Type Ill (H.E.S.) with minimum 4,000 psi 28-day compressive strength and having curing time of three days. Provide crushed surfacing top course used for pavement patching conforming to the requirements of 9-03.9(3) of the Standard Specifications. At Contractor's option, provide steel sheets of sufficient strength to safely accommodate HS-20 loadings in lieu of temporary granular and asphalt materials. 5-06.3 Construction Requirements 5-06.3(1) General ' Schedule pavement patching to accommodate the demands of traffic and perform as rapidly as possible to provide maximum safety and convenience to public traffic. Water Main Replacement Q Division 5-SURFACE TREATMENTS July 8, 2016 -Broadway AND PAVEMENTS WO No.-UP3612 SP-143