A-1 Landscaping and Construction, Inc. 7/20/2016

I 1 deviations from the specifications and all revisions other than the corrections called for 2 by the Engineer on previous submittals; and return three (3) corrected copies of the 3 drawings for the Engineer's further review. The Contractor shall plan on at least ten (10) 4 working days from the date of Engineer's receipt for the Engineer's review, comment, 5 and return of submitted drawings. Some shop drawings may require more than six (6) 6 copies. The Contractor shall furnish additional copies when requested. 7 8 The Contractor shall be fully responsible for the accuracy of dimensions and details on 9 shop drawings, and for complete conformity with the Contract Documents, even if the 10 shop drawings have been approved by the Engineer, or if the Contractor and the 11 Engineer agree on dimensions and details. The City does not accept shop drawings as 12 accurate or adequate, and does not take responsibility for, or warrant that shop drawings 13 will meet contract requirements. 14 I 15 Engineer's review of Shop Drawings shall not relieve Contractor from responsibility for 16 any variation from the requirements of the Contract Documents unless Contractor has in 17 writing called the Engineer's attention to each such variation at the time of submission, 18 and the Engineer has given written approval of each such variation by a specific written 19 notation thereof incorporated in or accompanying the returned Shop Drawing; nor will 20 any review by Engineer relieve Contractor from responsibility for errors or omissions in 21 the Shop Drawings or from responsibility for having complied with the provisions of this 22 section. 23 24 The Bid prices shall include all costs for furnishing shop drawings and submittals. 25 The following listed Section of the Standard Specifications and Special Provisions 26 require shop drawings, catalog cuts or standard drawings which may or may not be 27 applicable to this specific project. This list is supplied as an aid to the Contractor and is 28 by no means complete. Additional requirements may be found in the Standard 29 Specifications or elsewhere in these Special Provisions. 30 I 31 DIVISION 2 EARTHWORK 32 2-09.3(3)D Shoring, Cribbing, and Cofferdams-Shop Drawings 33 34 DIVISION 6 STRUCTURES 35 6-01 General Requirements 36 6-01.9 Working Drawings 37 6-02 Concrete Structures 38 6-02.3(13) Expansion Joints-Shop Drawings 39 6-02.3(16) Plans for Falsework and Forms-Shop Drawings 40 6-02.3(26)A Shop Drawings 41 6-03 Steel Structures 42 6-03.3(7) Shop Plans 43 6-03.3(25) Welding and Repair Welding-Shop Drawings 44 6-04 Timber Structures 45 6-04.3(3) Shop Details 46 6-06 Bridge Railings 47 6-06.3(2) Metal Railings-Shop Drawings 48 49 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, 50 WATER MAINS, AND CONDUITS 51 7-02 Culverts 52 7-02.2 Materials-Catalog Cuts or Standard Plans 53 7-03 Structural Plate Pipe, Pipe Arch,Arch and Underpass 1 RIVERFRONT DEVELOPMENT NORTH WETLAND COMPLEX 26