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CITY OF EVERETT SPECIAL PROVISIONS <br /> I <br /> Engineer will not approve payment for unauthorized excavation or embankment, or <br /> both, beyond the limits indicated on the Plans. Return areas of unauthorized <br /> excavation or embankment, or both, to their original conditions or better at the <br /> Contractor's expense. <br /> Fine grading in fill or backfill areas shall begin within the top six inches of subgrade. <br /> Final grading shall produce a uniform surface within established tolerances and without <br /> abrupt changes in grade. <br /> Construction requirements for pavement patching authorized by Engineer outside of <br /> Project limits shall be in accordance with the Section 5-04 and City Standard Drawing <br /> No. 326 for existing asphalt concrete over prepared grade. <br /> Provide temporary drainage to keep the subgrade free from standing water. <br /> Ensure the top six inches of subgrade is free from rocks or cemented lumps larger <br /> than 2-1/2 inches in greatest dimension. <br /> Excavate for curbs and gutters by accurately cutting to the cross-sections, grades, and <br /> elevations shown. Take care not to excavate below the specified grades. Maintain all <br /> excavations free from accumulation of detrimental quantities of leaves, brush, sticks, <br /> trash, and other debris. <br /> 2-03.3(2) Rock Cuts <br /> Delete entire section." <br /> 2-03.3(3) Excavation Below Subgrade <br /> Supplement 2-03.3(3) by adding the following: <br /> Proof Rolling: Proof roll subgrade under the roadway with a fully loaded tandem <br /> truck following trench backfilling and grading to subgrade to identify soft or loose <br /> areas in the subgrade. In areas where the subgrade does not stand up to the <br /> proof roll, over excavate the subgrade and replace with imported Foundation <br /> Material Class A or B or Gravel Borrow, as determined by the Engineer, to bring <br /> the subgrade up to the proper compaction and grade. Compact backfill material in <br /> accordance with 2-03.3(3). <br /> 2-03.3(7) Disposal of Surplus Material <br /> 2-03.3(7)C Contractor-Provided Disposal Site <br /> Delete the first paragraph of 2-03.3(7)C and substitute the following: <br /> Make arrangements for disposal of surplus and other materials. All costs for <br /> disposal of surplus and other materials shall be included with the respective <br /> Bid items of the Contract with no direct compensation being made. <br /> Dispose of Asbestos-cement pipe in accordance with the requirements of the <br /> State of Washington Department of Ecology and the Snohomish County Solid <br /> Waste Division. <br /> 1 2-03.4 Measurement <br /> Delete all paragraphs under 2-03.4 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 Items Descriptions and provided in Section 1-09 <br /> MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> 2-03.5 Payment <br /> Delete all paragraphs under 2-03.5 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 /> Water Main Improvement S Division 2—EARTHWORK January 29, 2018 <br /> WO No.—UP3664 SP—133 <br /> I <br />