SRV Construction Company 5/1/2018

CITYF O EVERETT SPECIAL PROVISIONS Where asphalt concrete pavement overlays cement concrete pavement base, saw cut in accordance with 2-02.3(6) Sawing and Line Drilling. 2-02.3(3)C Removal of Curb, Curb and Gutter Remove existing curbs where shown on the Plans or where encountered in the Work and designated by the Engineer. I Existing curb and gutter includes, but is not limited to, cement concrete, cement concrete curb with a brick gutter and a cement concrete back, or other combinations of rigid materials. Remove the entire curb and gutter section, regardless of material composition. 2-02.3(3)C1 Sawcutting Make vertical full depth saw cut between existing curb or curb and gutter to remain and the portion to be removed. 2-02.3(3)D Removal of Cement Concrete Sidewalks Protect existing concrete walk that is to remain in place, from equipment damage I by using planking or cover with rock free eight-inch thick blanket of excavated soil. Provide Engineer with proposed pavement breakers before use and do not begin breaking pavement without Engineer's approval of the pavement breakers. 2-02.3(3)D1 Sawcutting Make vertical full depth saw cut between existing cement concrete sidewalk to remain and the portion to be removed at the nearest scribe marks beyond the neat line limits, or to the nearest joint. No diagonal cuts in sidewalk will be allowed unless otherwise indicated on the Plans or directed by the Engineer. 2-02.3(4) Abandon Pipe In-place (******) Plug pipe ends of pipes designated on Plans being abandoned in-place using commercial concrete. If designated on Plans, fill abandoned in-place pipe with Controlled Density Fill as specified in 2-09.3(1)E. 2-02.3(6) Sawing and Line Drilling I (******) Saw-cut to full depth mortared decorative or special pavement including, but not limited to, brick, cobblestone or paver block along a neat line with intent of salvaging as many units as possible. When line drilling, drill holes at maximum center-to-center spacing of six-inches. Drill holes perpendicular to the surface and penetrate completely through the pavement. I When the Plans indicate, or the Engineer requires, saw-cutting pavement that is comprised of a rigid base and asphalt overlay, saw cut the rigid base to the minimum depth as follows: I a. For concrete rigid base, saw cut to a depth of 2/3 the thickness of the rigid base. b. For rigid base constructed with mortared decorative or special pavement including, but not limited to, brick, cobblestone, or paver block, or a combination of such materials saw cut to full depth of the rigid base along a neat line with intent to salvage as many special pavement units as possible. Water Main Replacement"Q" Division 2-EARTHWORK February 9, 2018 -Evergreen Way Rebid WO No.—UP3612 SP-132 I