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CITY OF EVERETT SPECIAL PROVISIONS <br /> compliance of gradation will be by WAQTC FOP for AASHTO T 27/T <br /> 11. <br /> 5-04.4 Measurement <br /> Delete all paragraphs of 5-04.4 and substitute the following: <br /> Bid items of Work completed pursuant to the Contract Documents will be measured as <br /> described in Division B — Bid Item Descriptions of these Special Provisions and <br /> Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> 5-05.5 Payment ' <br /> Delete all paragraphs in 5-05.5 and substitute the following: <br /> Payment for bid items of Work completed pursuant to the Contract Documents will be <br /> as described in Division B — Bid Item Descriptions of these Special Provisions and <br /> Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> Supplement Division 5 of the Standard Specifications by adding the following: 111 <br /> 5-06 PAVEMENT PATCHING <br /> (******) 1 <br /> 5-06.1 Description <br /> This Work shall consist of the reconstruction and patching of trenches and other <br /> excavations in paved streets and other paved areas. <br /> 5-06.2 Materials <br /> Provide materials conforming to the requirements specified for the materials in Sections 5- <br /> 04 & 5- 05 of the Standard Specifications except as modified by these Special Provisions. <br /> For HMA pavement patching provide HMA CL 1/2", PG 64-22 as specified in Section 5-04 <br /> of the Standard Specifications. I <br /> Provide asphalt for temporary pavement patch as either: cold mix asphalt (MC 250) per <br /> Section 9-02 of the Standard Specifications or hot mix asphalt (HMA CL 1/2", PG 64-22). <br /> Mineral aggregate of MC 250 shall meet the same requirements as the aggregates used in <br /> HMA CL 1/2", PG 64-22. <br /> For tack coat provide emulsified asphalt grade CSS-1 as specified in 9-02.1(6) of the <br /> Standard Specifications. <br /> 1 <br /> For cement concrete pavement patching provide Type III (H.E.S.) with minimum 4,000 psi <br /> 28-day compressive strength and having curing time of five days. <br /> Provide crushed surfacing top course used for pavement patching conforming to the I <br /> requirements of 9-03.9(3) of the Standard Specifications. <br /> 5-06.3 Construction Requirements <br /> 5-06.3(1) General <br /> Schedule pavement patching to accommodate the demands of traffic and perform as <br /> rapidly as possible to provide maximum safety and convenience to public traffic. <br /> Placing and compact the trench backfill and the preparation and compaction of the <br /> subgrade in accordance with the various applicable sections of the Standard <br /> Specifications except as modified by these Special Provisions. <br /> Before the pavement patch is to be constructed saw cut the pavement so that the <br /> marginal edges of the patch will form a rectangular shape with straight edges and <br /> vertical faces. I <br /> Sewer Regulators R4 and Division 5—SURFACE TREATMENTS AND PAVEMENTS May 2017 <br /> R39 Modifications 111WO No.—UP3633 SP-150 <br />