Reece Construction Company Inc 4/24/2018

I CITY OF EVERETT SPECIAL PROVISIONS Pipe zone backfill includes material placed a minimum of 6-inches below the bottom of pipe up to a minimum of 12-inches above the top of pipe as shown on COE Standard Drawing No. 615. Supplement 7-09.1(1) by adding the following: 7-09.1(1)F Earthquake Joint System As required on the Plans and in these Specifications, provide a ductile iron system within 35th Street between Federal Avenue and Lombard Avenue that delivers up to five degree pipe joint deflection, three degree casting joint deflection, eight degree combined assembly deflection and +1- 2.4 inches of longitudinal expansion or contraction from midpoint. Supplement 7-09.1 as follows: 7-09.1(2) Submittals (******) Provide submittal showing ERDI pipe manufacturer's recommended fitting placement for ERDI pipe system in accordance with the Plans and these Special Provisions. Note also whether Earthquake System piping either fully open, fully closed, or midpoint position in accordance with design of the Earthquake System piping manufacturer. Provide Type 2 Working Drawings for all materials and Standard Plans. 7-09.2 Materials Substitute the following for the corresponding material in the material list in 7-09.2: Ductile Iron Pipe (non-earthquake resistant) 9-30.1(1) Special Provisions Polyethylene Encasement 9.30.1(2) Special Provisions Ductile Iron Pipe (earthquake resistant) 9-30.1(3) Special Provisions Fittings 9-30.2 Special Provisions Restrained Joints 9-30.2(6) Special Provisions Bolted, Sleeve—Type Couplings 9-30.2(7) Special Provisions for Plain End Pipe Aggregates: Pipe Zone Backfill 9-03.22 Special Provisions Controlled Density Fill 2.09.3(1)E Special Provisions 7-09.3 Construction Requirements 7-09.3(5) Grade and Alignment Revise the first sentence of the third paragraph in 7-09.3(5) to read as follows: Provide minimum cover from the final surface grade to the top of the pipe of 36- inches for water mains less than 12-inches in diameter and 48-inches for water mains 12-inches or greater in diameter. Provide 60-inches as the maximum depth from the final surface grade to the top of all water main pipes. Adhere to both minimum and maximum depths from finish grades unless Plans indicate otherwise. Supplement 7-09.3(5) by adding the following: Install Earthquake System piping either fully open, fully closed, or midpoint position in accordance with design of the Earthquake System piping manufacturer. 7-09.3(7) Trench Excavation Revise the second paragraph in 7-09.3(7) to read as follows: Excavate bell holes to the extent necessary to permit accurate Work in making and inspecting the joints. Keep the banks of the trenches as nearly vertical as soil conditions will permit, and where required to control trench width or to protect adjacent Structures, sheet and brace the trench. Provide trench widths to 1 foot Water Main Replacement S Division 7—STORM, SEWER,WATER January 29, 2018 WO No.—UP3664 SP—146 ,