Earthwork Solutions, LLC 1/30/2025

Fulton Street Pedestrian Bicycle Corridor PAGE 96 OF 114 CONTRACT FEDERAL AID # TAP-0420(026) WO #3785 September 6, 2024 pavement shall be slightly grooved or roughened sufficiently to ensure a bond when 1 overlaid. All areas to be ground shall be completed with a grinder. The use of other 2 methods must be approved by the Engineer. 3 4 If, after planing a thin veneer layer remains, the contractor shall replane the roadway as 5 directed by the Engineer, paid under “Additional Planing Bituminous Pavement”. The 6 Contractor shall adjust their schedule at no additional cost to the owner. 7 8 The planings shall become the property of the Contractor and shall be removed from the 9 right-of-way. The planings may be utilized as RAP, within the requirements of Section 5 -10 04.2 or 9-03.21. The Contractor shall immediately dispose of all other debris resulting 11 from the planing operation in a Contractor-provided site off the right-of-way. 12 13 Immediately after grinding, the Contractor shall construct an asphalt transition 14 (temporary paper joints or ramps), on all traveled ways, wheel chair ramps, and exposed 15 manholes, inlets, catch basins, monuments, valve boxes, and other structures on the 16 street, regardless of depth in grinding. Asphalt transition must be removed prior to 17 overlay. Cast iron structures left higher than 2” must be removed and steel plates 18 installed to protect the opening and provide a suitable driving surface. 19 20 Sweeping of roadway surface shall immediately follow all grinding. Sweeping of roadway 21 surface is required prior to tack placement and paving. 22 23 The road shall be overlayed within 3 working days after planing operation for streets 24 without loops. On streets where loops will be replaced, the overlay shall be completed 25 within 8 working days after planing operation. 26 27 Sweepers following the grinding work will not be paid separately, and is included in the 28 bid item “Planing Bituminous Pavement (2” Deep)”, per square yard. 29 30 For mainline planing operations, the equipment shall have automatic controls, with 31 sensors for either or both sides of the equipment. The controls shall be capable of 32 sensing the proper grade from an outside reference line, or a mat -referencing device. 33 The automatic controls shall also be capable of maintaining the desired transverse slope. 34 The transverse slope controller shall be capable of maintaining the mandrel at the 35 desired slope (expressed as a percentage) within plus or minus 0.1 percent. 36 37 Pre-level course is not anticipated on any of the selected streets. If, however, after 38 plaining operations, drivability issues cannot be resolved with 2” overlay, pre -level will be 39 required as directed and paid for by “HMA Class 1/2” PG 64 -22”, per ton. Contractor is 40 strongly encouraged to bid the work to cover their cost of pre -level operations. 41 42 5-04.3(14)A Paving and Planing Under Traffic 43 44 5-04.3(14)A1 General 45 In addition the requirements of Section 1 -07.23 and the traffic controls required in 46 Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the 47 Contractor must comply with the following: 48 49 1. Intersections: 50