KLB Construction 6/22/2016 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS Provide temporary drainage to keep the subgrade free from standing water. Ensure the top six inches of subgrade is free from rocks or cemented lumps larger than 2-1/2 inches in greatest dimension. ' Excavate for curbs and gutters by accurately cutting to the cross-sections, grades, and elevations shown. Take care not to excavate below the specified grades. Maintain all excavations free from accumulation of detrimental quantities of leaves, brush, sticks, trash, and other debris. 2-03.3(2) Rock Cuts Delete entire subsection "Controlled Blasting." 2-03.3(3) Excavation Below Subgrade Supplement 2-03.3(3) by adding the following: Proof Rolling. Proof roll subgrade under the roadway with a fully loaded tandem truck following trench backfilling and grading to subgrade to identify soft or loose areas in the subgrade . in areas where the subgrade does not stand up to the proof roll, over excavate the subgrade and replace with imported Foundation Material Class A or B or Gravel Borrow, as determined by the Engineer, to bring the subgrade up to the proper compaction and grade. Compact backfill material in accordance with 2-03.3(3). 2-03.3(7) Disposal of Surplus Material 2-03.3(7)C Contractor-Provided Disposal Site Delete the first paragraph of 2-03.3(7)C and substitute the following: Make arrangements for disposal of surplus and other materials. All costs for disposal of surplus and other materials shall be included with the respective Bid items of the Contract with no direct compensation being made. Dispose of Asbestos-cement pipe in accordance with the requirements of the State of Washington Department of Ecology and the Snohomish County Solid Waste Division. 2-03.4 Measurement Delete all paragraphs under 2-03.4 and substitute the following: Bid items of Work completed pursuant to the Contract Documents will be measured as described in Division D - Bid Items Descriptions and provided in Section 1-09 ' MEASUREMENT AND PAYMENT of the Standard Specifications. 2-03.5 Payment Delete all paragraphs under 2-03.5 and substitute the following: Payment for bid items of Work completed pursuant to the Contract Documents will be as described in Division D - Bid Item Descriptions of these Special Provisions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. There will be no direct compensation made for haul on material moved within or from the Project site and the Contractor shall include the cost of hauling in his various unit contract prices. There will be no direct compensation made for "Proof Rolling" as required in this section for excavated portions of the roadway and the Contractor shall include costs in his various unit Contract prices. Payment for over excavation below subgrade and disposal of over excavated materials as required in this section shall be included in the Bid item for Foundation Material. SEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER "M" PHASE II WO No.- UP3470-10 Division 2- EARTHWORK April 2016 SP - 161