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CITY OF EVERETT SPECIAL PROVISIONS <br /> In addition to supplemental drawings furnished by the Engineer, the Contract Documents may <br /> also be supplemented by Type 1, Type 2 or 2E, and Type 3 or 3E Working Drawings prepared by <br /> the Contractor, material supplier, or manufacturer,when necessary or as required by the Contract <br /> Documents to detail and illustrate portions of the Work. All types of Working Drawings shall be <br /> reviewed by the Engineer before work pursuant to those Working Drawings is performed. Type <br /> 3 and 3E Working Drawings may include, and not be limited to, shop details, erection plans, <br /> ' masonry lay-out diagrams, reinforcing steel and bending diagrams, post tensioning plans, <br /> shoring, cribbing, cofferdam, or falsework plans, formwork plans, or hydraulic items. Type 2 and <br /> 2E Working Drawings may include, and not be limited to, Catalog cuts or standard plans for <br /> ' commonly used manufactured items. <br /> The Contractor shall be fully responsible for the accuracy of dimensions and details on Working <br /> Drawings, and for complete conformity with the Contract Documents, even if the Working <br /> ' Drawings have been approved by the Engineer, or if the Contractor and the Engineer agree on <br /> dimensions and details. The City does not accept Working Drawings as accurate or adequate, <br /> and does not take responsibility for, or warrant that Working Drawings will meet Contract <br /> requirements. <br /> Engineer's review of Working Drawings shall not relieve Contractor from responsibility for <br /> variation from the requirements of the Contract Documents unless Contractor has in writing called <br /> ' the Engineer's attention to each such variation at the time of submission, and the Engineer has <br /> given written approval of each such variation by a specific written notation thereof incorporated <br /> in or accompanying the returned Working Drawing; nor will review by Engineer relieve Contractor <br /> from responsibility for errors or omissions in the Working Drawings or from responsibility for <br /> ' having complied with the provisions of this section. <br /> The Bid prices shall include all costs for furnishing Working Drawings and Submittals. <br /> The following listed sections of the Standard Specifications and Special Provisions require <br /> Working Drawings that may or may not be applicable to this specific project. This list is supplied <br /> as an aid to the Contractor and is by no means complete. Submittal requirements may be found <br /> in 1-05.3(1) or elsewhere in these Special Provisions. <br /> DIVISION 2 EARTHWORK <br /> 2-09.3(3)D Shoring, Cribbing, and Cofferdams-Shop Drawings <br /> DIVISION 6 STRUCTURES <br /> 6-01 General Requirements <br /> 6-01.9 Working Drawings <br /> 6-02 Concrete Structures <br /> 6-02.3(13) Expansion Joints-Shop Drawings <br /> 6-02.3(16) Plans for Falsework and Forms-Shop Drawings <br /> ' 6-02.3(26)A Shop Drawings <br /> 6-03 Steel Fabrications or Structures <br /> 6-03.3(7) Shop Plans <br /> ' 6-03.3(25)Welding and Repair Welding-Shop Drawings <br /> DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, <br /> WATER MAINS,AND CONDUITS <br /> 7-04 Storm Sewers <br /> 7-04.2 Materials-Catalog Cuts or Standard Plans <br /> 7-05 Manholes, Inlets, Catch Basins, and Drywells <br /> 7-05.2 Materials-Catalog Cuts or Standard Plans <br /> 7-17 Sanitary Sewer Pipe (cut and cover) <br /> ' SEI to SRI Intertie,SRO8 Rehab Division 1 -GENERAL REQUIREMENTS SP-59 WO No.-UP3714 <br />