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CITY OF EVERETT SPECIAL PROVISIONS <br /> to the back of curb. Provide minimum six inch thick cement concrete driveways and <br /> sidewalk driveway approaches and construct using Commercial Concrete as specified <br /> in Section 6-02.3(2)B of the Standard Specifications. Provide concrete having a slump <br /> not exceeding 3-1/2-inches and having a minimum 28-day design strength of 4000 psi. <br /> Match concrete finishing for transitions to existing cement concrete driveways to the <br /> existing surface as closely as possible. <br /> Sawcut existing cement concrete driveways and butt joint the new pavement to the <br /> existing driveway. <br /> Prepare subgrade for driveways and having required compaction and providing a firm, <br /> unyielding subgrade acceptable to the Engineer. <br /> Provide forms for the straight sections of the driveway having a minimum thickness of <br /> three inches and equal to the nominal depth of the concrete. Plywood or one inch lumber <br /> may be used on radii. Securely stake and block all forms to true line and grade. <br /> Protect the driveway against damage or defacement until acceptance by Owner. <br /> Remove and replace by the Contractor at his expense driveways that are not acceptable, <br /> in the opinion of the Engineer, because of damage or defacement. <br /> Before placing any concrete, have on the job site enough protective paper, or equivalent, <br /> to cover the pour of an entire day in the event of rain or other unsuitable weather <br /> conditions. <br /> 8-06.4 Measurement <br /> Delete paragraphs in 8-06.4 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 /> 8-06.5 Payment <br /> Delete all paragraphs in 8-06.5 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 /> 8-13 MONUMENTCASES <br /> Delete Section 8-13 and substitute the following: <br /> 8-13 SURVEY MONUMENTS AND CASES <br /> (******) <br /> 8-13.1 Description <br /> This Work shall consist of furnishing and placing monument cases or survey monuments and <br /> monument cases with covers. This Work will also include adjusting existing survey <br /> monument cases to grade in accordance with COE Standard Drawing No. 323, 324, 325 and <br /> these Special Provisions. <br /> 8-13.2 Materials <br /> Provide Class 30 cast iron monument case and riser section in accordance with ASTM —A48 <br /> with bituminous coating. <br /> Provide cast iron cover with bituminous coating and integrally cast letters conforming to COE <br /> Standard Drawing No. 323 and 324. <br /> Provide Commercial grade cement concrete. <br /> Watermain Replacement"U" Division 8—MISC CONSTRUCTION October 1, 2019 <br /> WO No.—UP3698 SP—196 <br />