R L Alia Company 5/4/2017 - Laserfiche WebLink

I 2-02.3(8) Waste Disposal I (******) Provide waste site for disposal of materials not required for construction. Arrange waste disposal at no expense to the City. Waste disposal shall meet the requirements of 2-03.3(7)C of the Standard Specifications. 2-02.4 Measurement Delete the first paragraph of 2-02.4 and substitute the following: No unit of measure will be made for work under this Section 2-02.5 Payment Delete all paragraphs in 2-02.5 and substitute the following: Work under this Section shall be incidental to other bid items, and no additional compensation will be made. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 Description Supplement 2-03.1 by adding the following: This Work applies to street pavement patching and street reconstruction after completion of utility work. Grading for street reconstruction shall conform to COE Standard Drawing No. 302,unless otherwise noted on the Plans. Grading for pavement patching shall conform to COE Standard Drawing No. 316, unless otherwise noted on the Plans. 2-03.2 Vacant Delete 2-03.2 and substitute the following: 2.03.2 Materials I Materials shall meet the requirements of the following: Foundation Material Class A or B 9-03.17 Standard Specifications Gravel Borrow 9-03.14(1) Standard Specifications 3 2-03.3 Construction Requirements Supplement 2-03.3 by adding the following: Blasting is not allowed within the City limits of Everett. Use suitable excavated material for roadway embankments. Dispose of surplus excavated material or unsuitable material in accordance with 2-03.3(7). Engineer will not approve payment for unauthorized excavation or embankment, or both, beyond the limits indicated on the Plans. Return areas of unauthorized excavation or embankment, or both,to their original conditions or better at the Contractor's expense. Fine grading in fill or backfill areas shall begin within the top six inches of subgrade. Final grading shall produce a uniform surface within established tolerances and without abrupt changes in grade. Construction requirements for pavement patching authorized by Engineer outside of Project limits shall be in accordance with the Section 5-04 and City Standard Drawing No. 316 for existing asphalt concrete over prepared grade. 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. 111 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 HAYES STREET REGULATOR February,2017 AND CSO CONTROLS (SRO1, SRO2, AND SRO3) WO No—UP3398-31 SP - 141