KLB Construction 6/22/2016 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS 1 2-02.3(11) Abandonment of Catch Basins, Manholes, Inlets or Sumps , Excavate and remove the structure to four feet below final grade including, but not limited to, casting and outlet trap, concrete encasement and bricks, as applicable to each removal item listed in the Proposal. Plug existing connecting pipes that remain as specified in 7-08.3(4). Backfill shall be Gravel Borrow as specified in 9-03.14(1). Compact backfill to a minimum of 95 percent maximum density in accordance with 2-03.3(14)D. 2-02.4 Measurement Delete the first paragraph of 2-02.4 and substitute the following: Work under this Section shall be covered as incidental to other bid items, and no additional compensation will be provided. 2-02.5 Payment Delete all paragraphs in 2-02.5 and substitute the following: Work under this Section shall be covered as incidental to other bid items, and no I additional compensation will be provided. 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 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 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. SEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER "M" PHASE II WO No.— UP3470-10 Division 2—EARTHWORK April 2016 SP - 160 I