Faber Construction Corp 9/27/2016

CITY OF EVERETT SPECIAL PROVISIONS ' incurred. If Contractor fails to promptly reimburse City then City will deduct cost, plus interest on unpaid balance, from Contractor's final payment. 2-08.2 Vacant U 2-08.3 Construction Requirements Provide self-propelled pickup sweepers equipped with water spray systems for dust control for pavement cleaning and debris removal as required. The use of supplementary water to ' suppress dust while performing cleaning Work shall be held to a minimum unless designated otherwise by the Engineer. The type and di ember of sweepers are subject to the approval of the Engineer. ' Plan construction operation to minimize the need for street cleaning. 2-08.4 Measurement ' Delete all paragraphs of 2-08.4 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. ' 2-08.5 Payment Delete all paragraphs in 2-08.5 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. 2-09 STRUCTURE EXCAVATION 2-09.2 Materials Supplement 2-09.2 by adding the following at end of the materials list: ' Foundation Material Class A or B 9-03.17 Standard Specifications Sand Backfill for Pipe Zone 9-02.22 Special Provisions ' 2-09.3 Construction Requirements 2-09.3(1) General Requirements 2-09.3(1)C Removal of Unstable Base Material ' Delete all paragraphs in 2-09.3(1)C and substitute the following: When the material at the bottom of an excavation is not stable enough to support the Structure, the Contractor shall excavate below grade to the depth ' not to exceed a depth of 12 inches or as required by the Engineer and replace the unstable material with Foundation Material Class A or B. Place Foundation Material Class A or B in layers not more than six inches ' thick and compact to minimum of 90-percent maximum density as determined by 2-03.3(14)D. Dispose of unsuitable material removed to make room for foundation material ' by hauling to a waste site obtained and provided by the Contractor in accordance with 2-03.3(7)C. 2-09.3(1)D Disposal of Excavated Material ' Delete the second paragraph in 2-09.3(1)D and substitute the following: Include all costs for disposing of excavated material, whether within the Project limits or hauled to a disposal site, with other Bid items in the Proposal. Water Main Replacement"Q" Division 2 -EARTHWORK July 8, 2016 -Broadway WO No.-UP3612 SP-135