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1 <br /> 1 or not. Private property damaged or destroyed due to the Contractor's negligence shall <br /> 2 be removed and replaced in kind by the Contractor at his expense. <br /> ' 3 <br /> 4 8-05.3 Vacant <br /> 5 <br /> ' 6 8-05.4 Measurement <br /> 7 <br /> 8 "Existing Private Improvements Restoration" shall be measured by force account. <br /> 9 <br /> 10 8-05.5 Payment <br /> 11 <br /> 12 Payment will be made for each of the following bid items that are included in the proposal. <br /> ' 13 <br /> 14 1. "Existing Private Improvements Restoration," by force account. <br /> 15 <br /> 16 "Existing Private Improvements Restoration"will be paid for by force account as specified <br /> 17 in Section 1-09.6 of the Standard Specifications. For the purpose of providing a common <br /> 18 proposal for all bidders, and for that purpose only, the City has estimated the amount for <br /> I 19 <br /> 20 force account for "Existing Private Improvements Restoration" and has entered the <br /> amount in the proposal to become a part of the total bid by the Contractor. <br /> 21 <br /> ' 22 <br /> 23 GOES-C6 Cement Dwi;fopEF <br /> 24 8-06 CEMENT CONCRETE DRIVEWAY RAMP <br /> 25 (******) <br /> 26 <br /> 27 All references to "Cement Concrete Driveway Entrance Type " within this provision shall <br /> 28 be revised to read "Cement Concrete Driveway Ramp Type_", as defined in accordance to <br /> 29 the City of Everett Standard Drawing #315 to #317. <br /> ' 30 <br /> 31 8-06.3 Construction Requirements <br /> 32 The first paragraph under Section 8-06.3 shall be deleted and replaced with the following: <br /> ' 33 <br /> 34 Cement concrete driveway approaches shall be constructed with Commercial Concrete <br /> 35 conforming to the requirements of Section 6-02 or Portland Cement Concrete Pavement <br /> 36 conforming to the requirements of Section 5-05. <br /> 37 <br /> 38 Cement concrete driveways and sidewalk driveway approaches shall be a minimum of 6"thick <br /> ' 39 and shall be constructed using Commercial concrete as specified in Section 6-02.3 (2) B of <br /> 40 the Standard Specifications. Concrete finishing for transitions to existing cement concrete <br /> 41 driveways shall match the existing surface as closely as possible. <br /> ' 42 <br /> 43 Existing cement concrete driveways shall be sawcut and the new pavement butt jointed to the <br /> 44 existing driveway. <br /> 45 <br /> 46 Subgrade/CSTC shall be compacted to a minimum of 95% maximum density at optimum <br /> 47 moisture content. <br /> 48 <br /> ' N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 117 August 8, 2018 <br />