SRV Construction Company 5/1/2018

I CITY OF EVERETT SPECIAL PROVISIONS Match the new patch with existing paved surface for texture, density, and uniformity of grade. Carefully paint the joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and immediately cover with dry paving sand before the asphalt cement solidifies. Thoroughly mortar and plaster the inside throat of the structure. 7-05.4 Measurement Delete all paragraphs of 7-05.4 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. 7-05.5 Payment Delete all paragraphs of 7-05.5 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. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.1 Description Further supplement 7-08.1 as follows: 7-08.1(1) Submittals (******) Provide Type 2 Working Drawings for all materials and Standard Plans. Provide Type 3E Working Drawings for dewatering plans, if any. 7-08.2 Materials Delete material items listed in 7-08.2 and substitute the following: Provide materials meeting the following requirements: Foundation Material Class A or B 9-03.17 Standard Specifications Gravel Borrow 9-03.14(1) Standard Specifications Controlled Density Fill 2-09.3(1)E Special Provisions Crushed Surfacing Base Course 9-03.9(3) Standard Specifications 7-08.3 Construction Requirements 7-08.3(1) Excavation and Preparation of Trench 7-08.3(1)A Trenches Revise the second paragraph in 7-08.3(1)A and to read as follows: Excavate trench in accordance with COE Standard Drawing No 614. Delete the second sentence in the third paragraph in 7-08.3(1)A and substitute the following: Contractor may excavate above the top of the pipe zone only as wide as necessary to meet OSHA requirements. 7-08.3(1)C Bedding the Pipe Delete the second and third paragraphs in 7-08.3(1)C and substitute the following: ' Provide pipe zone bedding in accordance with COE Standard Drawing 614 and 615. If the Engineer determines the material existing in the trench bottom is satisfactory for bedding the pipe, then the bedding material specified in the Water Main Replacement"Q" Division 7—STORM, SEWER,WATER February 9, 2018 -Evergreen Way Rebid WO No.—UP3612 SP—147