Reece Construction Company Inc 4/24/2018

I CITY OF EVERETT SPECIAL PROVISIONS Provide standard locations for concrete sidewalk through joints in accordance with these Special Provisions, in addition to the Plans, at the following: ' a. At street margins produced and at 30-foot intervals. b. To separate concrete driveways, stairways, curb ramps and their landings from sidewalks. ' c. Around the vertical barrel of fire hydrants, around utility poles and large diameter underground utility cover castings when located in the sidewalk area. ' (i) Provide 18-inch No. 4 rebar placed diagonally and at least 6-inchs off each corner of through joint noted in (c). d. Longitudinally between concrete walks, curbs, paved planting strips and solid masonry or concrete walls where they abut. e. To match as nearly as possible the through joints in the adjacent pavement and curb when sidewalk abuts curb. Construct transverse contraction joints with premolded material 3/8-inch by 1-1/2- inch wide and set at maximum 15-foot intervals, or as decided by the Engineer. Provide 3/8-inch thick premolded non-extruding joint material, cut equal to the full depth of the concrete, plus 1/2-inch transverse and longitudinal through joints as shown on Standard Plan No. 312. Install with top edge flush with the finished surface of the concrete, in a perpendicular plane to the surface and with the bottom edge embedded in the subgrade. Install joints in a straight alignment, except where placed in curved locations as required by the Plans. 8-14.3(4) Curing Maintain sufficient protective covering on—site, such as waterproof paper or plastic membrane, to cover an entire day's pour in event of rain or other unsuitable weather. Protect the concrete sidewalk against damage or defacement until Owner has been accepted the Work. Remove and replace sidewalk that is not acceptable to the Engineer because of damage or defacement at Contractor's expense. After finishing, spray cement concrete sidewalk using transparent curing compound in accordance with 5-05.3(13)A of the Standard Specifications. 8-14.4 Measurement Delete all paragraphs in 8-14.4 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. 8-14.5 Payment Delete all paragraphs in 8-14.5 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. 8-22 PAVEMENT MARKING ' 8-22.1 Description Supplement 8-22.1 by adding the following: Provide 24-inch wide stop line. Provide 24-inch wide solid white lines for crosswalks in accordance with COE Standard Drawing No. 721. i Water Replacement"S" Division 8—MISC CONSTRUCTION January 29, 2018 WO No.—UP3664 SP—169