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CITY OF EVERETT SPECIAL PROVISIONS <br /> After finishing, spray cement concrete curb, gutters and spillways using transparent curing <br /> compound in accordance with 5-05.3(13)A of the Standard Specifications. <br /> 8-04.3(1)A Extruded Cement Concrete Curb ' <br /> Supplement 8-04.3(1)A by adding the following: <br /> Construct extruded cement concrete curb where shown on the Plans and in accordance <br /> with COE Standard Drawing No. 309. <br /> 8-04.3(2) Extruded Asphalt Concrete Curbs, and Gutters <br /> Supplement 8-04.3(2) by adding the following: <br /> Construct extruded asphalt concrete curbs"where shown on the Plans, or as directed by the <br /> Engineer, in accordance with COE Standard Drawing No. 310. <br /> 8-04.4 Measurement <br /> Delete all paragraphs in 8-04.4 and substitute the following: <br /> Bid items of Work completed pursuant to the Contract Documents will be measured as described <br /> in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT AND PAYMENT of the <br /> Standard Specifications. <br /> 8-04.5 Payment <br /> Delete all paragraphs in 8-04.5 and substitute the following: <br /> Payment for Bid items of Work completed pursuant to the Contract Documents will be as <br /> described in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT AND <br /> PAYMENT, of the Standard Specifications. ' <br /> 8-05 VACANT <br /> Delete Section 8-05 and substitute the following: <br /> 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES <br /> 8-06.1 Description <br /> Supplement 8-06.1 by adding the following: ' <br /> This Work also includes concrete driveway slabs behind back of sidewalks and thickened <br /> sidewalk driveway approaches. <br /> 8-06.2 Materials , <br /> Supplement 8-06.2 by adding the following: <br /> Liquid Membrane-Forming Concrete Curing 9-23.2 Special Provisions Compounds <br /> Chemical Admixtures for Concrete 9-23.6 Special Provisions <br /> 8-06.3 Construction Requirements <br /> Delete the first two paragraphs of 8-06.3 and substitute the following: <br /> Provide Cement Concrete Driveway Type 1, 2 or 3 as the case may be in accordance with the <br /> Standard Specifications and Standard Plan No. 315, 316 and 317. Where driveways with <br /> depressed sidewalk are called for on the Plans, depress the sidewalk through the driveway area, <br /> providing a maximum 2 percent slope from back of sidewalk to the back of curb. Provide minimum <br /> six inch thick cement concrete driveways and sidewalk driveway approaches and construct using <br /> Commercial Concrete as specified in Section 6-02.3(2)B of the Standard Specifications. Provide <br /> concrete having a slump not exceeding 3-1/2-inches and having a minimum 28-day design <br /> strength of 4000 psi. Match concrete finishing for transitions to existing cement concrete <br /> driveways to the existing surface as closely as possible. <br /> Sawcut existing cement concrete driveways and butt joint the new pavement to the existing <br /> driveway. <br /> SEI to SRI Intertie,SRO8 Rehab Division 8-MISC CONSTRUCTION WO No.-UP3714 <br /> SP-157 <br />