Laserfiche WebLink
Edgewater Creek Bridge Replacement November 2023 152 7-05.3.INST1.DOCX 1 Section 7-05.3 is supplemented with the following: 2 3 7-05.3.OPT1.DOCX 4 (******) 5 Flow Control Structure shall be constructed in accordance with the detail as shown in the 6 Plans. 7 8 7-05.3.OPT2.DOCX 9 (******) 10 Connections to Existing Structures 11 Where shown in the Plans, the Contractor shall connect new drainage pipe to existing 12 drainage Structures such as catch basins, manholes, and inlets, or shall connect new 13 drainage Structures such as catch basins, manholes, and inlets to existing drainage pipe, 14 or shall connect new drainage pipe to existing drainage pipe with pipe coupler. 15 16 7-05.3(1).DOCX 17 Adjusting Manholes and Catch Basins to Grade 18 19 7-05.3(1).INST1.DOCX 20 Section 7-05.3(1) is supplemented with the following: 21 22 7-05.3(1).OPT1.DOCX 23 (******) 24 All manholes and catch basins shall be adjusted to finished grade after paving 25 operations are complete. The Contractor shall adjust the structure using concrete 26 brick or adjustment rings, or by other necessary means approved by the Engineer, 27 in accordance with Contracting Agency standards, to the satisfaction of the Engineer. 28 All catch basins and manholes for storm sewers shall be grouted water tight, 29 including under frames, rims, manhole barrel, riser sections, and pipe collars. 30 31 7-05.4.DOCX 32 Measurement 33 34 7-05.4.INST1.DOCX 35 The third paragraph of Section 7-05.4 is revised to read as follows: 36 37 7-05.4.OPT1.DOCX 38 (******) 39 Adjustment of manholes, catch basins, and inlets will be made separately per each 40 Drainage Structure after adjusting to finished grade. 41 42 7-05.5.DOCX 43 Payment 44 45 7-05.5.INST1.DOCX 46 Section 7-05.5 is supplemented with the following: 47