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CITY OF EVERETT SPECIAL PROVISIONS ' <br /> 8-02.3(17) Landscape Restoration <br /> Restore all disturbed areas to original condition or better. The Contractor is specifically <br /> reminded that unnecessary damage caused beyond the limits of clearing or construction <br /> shall be repaired in like or better condition at the Contractor's sole expense. <br /> Provide Topsoil Type A in accordance with these Special Provisions. <br /> Restore grass areas with hydroseed. Provide grass seed in accordance with these <br /> Special Provisions. <br /> Provide Straw Mulch in accordance with these Special Provisions. <br /> Provide jute netting (biodegradable erosion control blanket) in accordance with these <br /> Special Provisions. <br /> 8-02.4 Measurement <br /> Delete all paragraphs in 8-02.4 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 Item Descriptions and Section 1-09 MEASUREMENT AND <br /> PAYMENT of the Standard Specifications. ' <br /> 8-02.5 Payment <br /> Delete all paragraphs in 8-02.5 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 and Section 1-09 MEASUREMENT <br /> AND PAYMENT of the Standard Specifications. <br /> 8-04 CURBS, GUTTERS AND SPILLWAYS <br /> 8-04.1 Description <br /> Revise the first paragraph in 8-04.1 to read as follows: ' <br /> This work shall consist of construction of cement concrete curbs, curbs and gutters, <br /> gutters, and HMA asphalt Curbs in accordance with 8-04 of the Standard Specifications 111and as modified in these Special Provisions conforming to the Plans and COE Standard <br /> Drawings. <br /> 8-04.2 Materials <br /> Supplement 8-04.2 by adding the following: <br /> Liquid Membrane-Forming Concrete 9-23.2 Special Provisions <br /> Curing Compounds <br /> Chemical Admixtures for Concrete 9-23.6 Special Provisions <br /> 8-04.3 Construction Requirements <br /> 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways <br /> Supplement 8-04.3(1) by adding the following: <br /> Provide steel forms on tangent sections and wooden forms for curved sections and <br /> radii. <br /> Provide 1/2—inch premolded filler in lieu of 3/8-inch premolded filler for through- <br /> expansion Provide through expansion joint at maximum 30-foot intervals. <br /> Provide through expansion joint at each end of driveway. <br /> Compact the subbase for curb and gutter sections to 95-percent maximum density <br /> at optimum moisture content before placing the curb and gutter. <br /> The top surface of the finished concrete shall not deviate more than 1/8-inch as <br /> measured using a 10-foot straight edge. <br /> The curb alignment shall not vary more than 1/4-inch as measured using a 10-foot <br /> straight edge. <br /> Watermain Replacement"U" Division 8—MISC CONSTRUCTION October 1, 2019 <br /> WO No.—UP3698 SP—194 <br />