Faber Construction Corp 9/27/2016

1 CITY OF EVERETT SPECIAL PROVISIONS There will be no direct compensation made for hauling and disposal. ' Disposal of excavated material shall meet the requirements of 2-03.3(7)C. 2-09.3(1)E Backfilling Delete the fourth paragraph in 2-09.3(1)E and substitute the following: Provide CDF having minimum 28-day strength of 50 psi and maximum 28-day strength not to exceed 300-psi. Provide wet or flowable CDF with consistency having approximate slump between three to ten inches. Controlled Density Fill used for excavation backfill may be placed dry or wet. Use wet, or flowable, CDF for filling abandoned pipes in-place. Supplement 2-09.3(1)E by adding the following: Where CDF is used in lieu of other materials such as foundation material, gravel borrow, washed sand or crushed surfacing top course, the respective limits for trench width or backfill dimensions shall be approved by the Inspector. 2-09.4 Measurement Delete all paragraphs in 2-09.4 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. 2-09.5 Payment Delete all paragraphs in 2-09.5 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. When there is no bid item for "Structure Excavation" in the Proposal, all Work in this section shall be included with the respective Bid Items of the Contract with no direct compensation made. 2-11 TRIMMING AND CLEANUP 2-11.3 Construction Requirements Supplement 2-11.3 by adding the following after item 6: 7. Keep City streets clean and free from mud, dirt and other debris. Further supplement 2-11.3 by adding the following: Keep the Project site in a neat and orderly condition during the process of construction with as little disruption to the adjoining properties as practical under the conditions. Promptly and as often as needed cleanup debris resulting from Contractor's operations from drainage facilities such as inlets, catch basins, culverts and open ditches. Remove and dispose of all construction stakes. Upon Project completion, clean Project area and neatly dress slopes to present a uniform appearance blending into the contour of adjacent properties. Remove trash of all kinds resulting from construction operations. 2-11.4 Measurement Delete all paragraphs in 2-11.4 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. Water Main Replacement"Q" Division 2-EARTHWORK July 8, 2016 - Broadway WO No.—UP3612 SP-136