Faber Construction Corp 9/27/2016

CITY OF EVERETT SPECIAL PROVISIONS ' 8-14.3(1) Excavation Supplement 8-14.3(1) by adding the following: Obtain approval of the Engineer to provide, place and compact Gravel Borrow meeting the requirements of 9-03.14 of the Standard Specification if there is insufficient suitable native material on the Project to fill low areas for the sidewalk subgrade. 8-14.3(2) Forms Supplement 8-14.3(2) by adding the following: Before setting the forms, grade the subarade to two inches below established grade to accommodate two inches of crushed surfacing top course. Install sidewalk drains prior to placing forms if the Plans calls for sidewalk drains or the Engineer directs installation of sidewalk drains. 8-14.3(3) Placing and Finishing Concrete Supplement 8-14.3(3) by adding the following: Form joints by first cutting a groove in the concrete with a tee bar of a depth equal to, but not greater than the joint filler material, and then work the premolded joint filler into the groove. Position premolded joint filler for through and contraction joints in true alignment at right angles to the line of the sidewalk and be normal to and flush with the surface. Edge joints using a 1/4 inch radius edger and tool the sidewalk edges using a 1/2- inch radius edger. Obtain Engineer's approval of placing and finishing tools. Perform the concrete sidewalk placing and finishing under the control of the Engineer. Provide finished appearance by using an edging tool lightly on the sidewalk edges after the brush finish. 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. 306. 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. Supplement 8-14.3(3) by adding the following: Water Main Replacement"Q" Division 8—MISC CONSTRUCTION July 8, 2016 -Broadway WO No.—UP3612 SP-168