Faber Construction Corp 9/27/2016

CITY OF EVERETT SPECIAL PROVISIONS The Contractor may at his option use sod brought in from an outside source in lieu ' of replacing existing sod. If the Contractor elects to use sod from an outside source, the Engineer shall approve the supply source. The sod shall be removed to a uniform depth of approximately 2-inches with an ' approved type of sod cutter. This operation shall be performed in such a manner as to ensure uniform thickness of sod throughout the operation. Where sod is to be replaced with new sod, provide new sod in accordance with 9- ' 14.6(8) of these Special Provisions and the Standard Specifications. Guarantee sod to survive in a healthy condition through the 90 day establishment period. The establishment period shall begin on the date the Engineer accepts ' the sod placement. Remove and replace, at Contractor's expense, sod that in the opinion of the Engineer is not in a healthy growing condition at the end of the establishment period. Provide replacement sod that is of the same mixture and grade as the surviving sod. 8-02.4 Measurement Delete all paragraphs in 8-02.4 and substitute the following: ' Bid items of Work completed pursuant to the Contract Documents will be measured as described in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. ' 8-02.5 Payment Delete all paragraphs in 8-02.5 and substitute the following: Payment for Bid items of Work completed pursuant to the Contract Documents will be ' as described in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. 8-04 CURBS, GUTTERS AND SPILLWAYS 8-04.1 Description Revise the first paragraph in 8-04.1 to read as follows: This work shall consist of construction of cement concrete curbs. curbs and gutters, and gutters in accordance with 8-04 of the Standard Specifications and as modified in these Special Provisions conforming to the Plans and COE Standard Drawings. ' 8-04.2 Materials Supplement 8-04.2 by adding the following: Liquid Membrane-Forming Concrete 9-23.2 Special Provisions ' Curing Compounds Chemical Admixtures for Concrete 9-23.6 Special Provisions 8-04.3 Construction Requirements ' 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways Supplement 8-04.3(1) by adding the following: Provide steel forms on tangent sections and wooden forms for curved sections ' and radii. Provide 1/2-inch premolded filler in lieu of 3/8-inch premolded filler for through- expansion Provide through expansion joint at maximum 30-foot intervals. ' Provide through expansion joint at each end of driveway. Compact the subbase for curb and gutter sections to 95-percent maximum density at optimum moisture content before placing the curb and gutter. Water Main Replacement"Q" Division 8-MISC CONSTRUCTION July 8, 2016 -Broadway WO No.-UP3612 SF' -165