Quilceda Excavation 8/1/2022 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS If the Engineer determines the job-excavated material uns uitable for backfill then Contractor shall obtain Gravel Borrow or CDF as directed, to complete backfilling the voids. If a pay item for Gravel Borrow or CDF is not included in the Proposal, then providing Gravel Borrow or CDF for backfill shall be considered as Extra Work under 1-04.4. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters I Delete 2-02.3(3) and substitute the following: 2-02.3(3) Removal of Existing Street Improvements (******) 2-02.3(3)A Description The Work shall consist of the removal and disposal of various existing improvements including, but not limited to, pavements, curb, curb and gutter, gutter and other items necessary for the accomplishment of the improvement. 2-02.3(3)B Removal of Pavement Remove full depth existing permanent type pavement and driveway pavement shown on the Plans or as directed by the Engineer. Replace, at no expense to the City, existing pavement designated to remain that is damaged during the pavement or concrete base removal. 2-02.3(3)B1 Sawcutting Make vertical full depth saw cut between existing asphalt concrete pavement, I to remain and the portion to be removed. Where asphalt concrete pavement overlays cement concrete pavement base, saw cut in accordance with 2-02.3(6) Sawing and Line Drilling. 2-02.3(3)C Removal of Curb, Curb and Gutter Remove existing curbs where shown on the Plans or where encountered in the Work and designated by the Engineer. Existing curb and gutter includes, but is not limited to, cement concrete, cement concrete curb with a brick gutter and a cement concrete back, or other combinations of rigid materials. Remove the entire curb and gutter section, regardless of material composition. 2-02.3(3)C1 Sawcutting Make vertical full depth saw cut between existing curb or curb and gutter to remain and the portion to be removed. 2-02.3(3)D Removal of Cement Concrete Sidewalks Concrete slabs that average four-inches or less in thickness will be considered as sidewalk removal. Protect existing concrete walk that is to remain in place, from equipment damage 1 by using planking or cover with rock free eight-inch thick blanket of excavated soil. Provide Engineer with proposed pavement breakers before use and do not begin breaking pavement without Engineer's approval of the pavement breakers. I 2-02.3(3)D1 Sawcutting Make vertical full depth saw cut between existing cement concrete sidewalk to remain and the portion to be removed at the nearest scribe marks beyond the neat line limits, or to the nearest joint. No diagonal cuts in sidewalk will be allowed unless otherwise indicated on the Plans or directed by the Engineer. I Water Main Replacement"W" Division 2—EARTHWORK April, 2022 WO No.—UP3766 SP—134 I