Faber Construction Corp 9/27/2016

CITY OF EVERETT SPECIAL PROVISIONS 1 7-08.3(2) Laying Pipe 7-08.3(2)A Survey Line and Grade Delete both paragraphs of 7-08.3(2)A and substitute the following: Provide surveys required to construct the sewer line including, but not limited to, alignment stakes, offset stakes, grade hubs, and intermediate staking. Use main survey control points shown on the Plans, unless Engineer directs otherwise. If a Bid item for "Surveying" is not listed in the Proposal, then this item shall be included with the Work with no direct compensation made. Provide laser control equipment approved by the Engineer for setting pipe grades. 7-08.3(3) Backfilling Delete the first paragraph of 7-08.3(3) and substitute the following: Perform trench backfilling only after inspection and approval of the installed pipe bedding zone backfill. Refer to COE Standard Drawing No. 610, 611, 615 and the Plans for typical trench section backfill and compaction requirements, unless otherwise noted on the Plans. If the Engineer determines native material is not suitable for use as trench backfill, use "Gravel Borrow" conforming to 9-03.14(1) of the Standard Specifications. If there is an excess of suitable backfill material obtained from trench excavation at one location on the project.. use it at other locations on the project or dispose of at an approved disposal site. The cost of transporting the excess backfill material is considered incidental to the Contract with no direct compensation made. Use Controlled Density Fill in lieu of select trench backfill for fill above pipe zone at street crossings and as directed by the Engineer in other areas where in order to prevent pavement patch settlementis requires high density backfill placement or I effective backfill compaction not possible. Delete the first sentence of the third paragraph. Delete the third and fourth sentences of the fourth paragraph. ' 7-08.3(4) Plugging Existing Pipe Delete the first paragraph of 7-08.3(4) and substitute the following: Where shown on the plans to plug and seal existing water main. sanitary sewer and storm drainage pipe plug existing pipe a minimum distance of 2-feet from the inlet end with cement grout and abandon in place. 7-08.4 Measurement Delete all paragraphs in 7-08.4 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 of these Special Provisions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. 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 as described in Division B — Bid Item Descriptions of these Special Provisions and ' Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. I Water Main Replacement"Q" Division 7—WATER MAIN July 8, 2016 -Broadway WO No.—UP3612 SP - 149