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CITY OF EVERETT SPECIAL PROVISIONS I Bid items of Work completed pursuant to the Contract Documents will be measured as I described in Division B — Bid Item Descriptions of these Special Provisions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. I 7-08.5 Payment Delete all paragraphs in 7-08.5-and substitute the following: Payment for bid items of Work completed pursuant to the Contract Documents will be I as described in Division B — Bid Item Descriptions of these Special Provisions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. 7-09 WATER MAINS I 7-09.1 Description Revise the first paragraph in 7-09.1 to read as follows: I This Work consists of constructing water mains in accordance with the Plans, the Standard Specifications, these Special Provisions and the COE Standard Drawings, at the location shown on the Plans. I 7-09.1(1) Definitions 7-09.1(1)D Pipe Zone Backfill Revise the first paragraph in 7-09.1(1)D to read as follows: I 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 I on COE Standard Drawing No. 614, 615, and 620. 7-09.2 Materials Substitute the following for the corresponding material in the material list in 7-09.2: I Ductile Iron Pipe for main line 9-30.1(1) Special Provisions Restrained Joints 9-30.2(6) Special Provisions Bolted, Sleeve—Type Couplings 9-30.2(7) Special Provisions I for Plain End Pipe Restrained Flexible Couplings 9-30.2(8) Special Provisions Aggregates: I Foundation Material 9-03.17 Standard Specifications Crushed Surfacing Base 9-03.9(3) Standard Specifications Course for Pipe Zone Bedding I Pipe Zone Backfill 9-03.12(3) Standard Specifications Trench Backfill 9-03.14(1) Standard Specifications & 9-03.15 Standard Specifications Sand Backfill for Pipe Zone 9-03.22 Standard Specifications Controlled Density Fill 2.09.3(1)E Special Provisions 7-09.3 Construction Requirements 1117-09.3(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- I 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 I minimum and maximum depths from finish grades unless Plans indicate otherwise. I Sewer Regulators R4 and Division 7—STORM, SEWER,WATER May 2017 R39 Modifications I WO No.—UP3633 SP-162