R L Alia Company 5/4/2017 - Laserfiche WebLink

I Revise 2-08 to read as follows: 2-08 STREET CLEANING AND SWEEPING (******) 2-08.1 Description This Work shall consist of cleaning pavement and removing debris from roadways within the Project limits and Contractor haul routes. Sweep streets and roadways as needed at least once per day. Sweep all roadway areas subject to construction traffic within the Project area and connecting streets, preferably during non-peak use hours of the Project site. More frequent cleaning may be required,as directed by the City's Inspector,as conditions warrant. Spills shall be cleaned up immediately. Failure to clean streets or spills as required will result in City procuring street cleaning services, or cleaning streets themselves at City overtime rates. Either way, Contractor shall be responsible for reimbursing the City for cost incurred. If Contractor fails to promptly reimburse City then City will deduct cost, plus interest on unpaid balance, from Contractor's fmal payment. 2-08.2 Vacant 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. Additional supplemental water to suppress dust during sweeping shall be applied with a water truck when necessary unless otherwise directed by the ►r City Inspector. The type and number of sweepers are subject to the approval of the Engineer. Plan construction operation to minimize the need for street cleaning. 2-08.4 Measurement 111 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 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 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 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. HAYES STREET REGULATOR February, 2017 AND CSO CONTROLS (SRO1, SRO2,AND SRO3) WO No—UP3398-31 SP- 144