Effective with the December 2018 Letting 74 2019 Standard Speci fications Section 202 Roadside Clearing
202.3 Construction
1.Perform roadside clearing on sections of the project the plans designate and to the limits the plans or special provisions indicate. If no limits are indicated, perfor m roadside clearing on areas of the right-of- way outside the clearing limits.
2.Preserve desirable and struct urally sound trees, saplings, or shrubs suitable for shade or road beautification purposes unless t he engineer directs otherwise. Do not injure or damage trees and saplings designated for preservation. Remove the dead material and lower branches of preserved trees as directed, to promote uniformity and proper development of shape and appearance. Trim using generally accepted hortic ultural practices.
3.Cut undesirable trees, brush, shrubs, existing stumps, and veg etation as nearly flush with the ground surface as reasonably possible wit h tools ordinarily used for t hese operations. Avoid harming trees and saplings designated for preservation when felling undesirab le trees. If unable to fell trees due to danger to traffic or injury to ot her trees, structures, or prop erty, then cut them into sections from the top down.
4.Treat cut surfaces, abrasions, and damaged areas of healthy oa k trees and saplings, and cut surfaces of stumps of these trees as spe cified for preventing oak wilt u nder 201.3(4) . 5.Remove windfalls, logs, uprooted stumps, and rubbish from the surface of the ground within areas of the right-of-way included under r oadside clearing operations.
6.Dispose of timber, stumps, brush , waste logs and limbs, tops, and debris resulting from roadside clearing as specified in 201.3 . 202.4.1 By the Station
1.The department will measure the Roadside Clearing by the full 100-foot station acceptably completed, measured along the roadway center line or reference line with ea ch full 100-foot station starting and ending at a +00 station. If 2 or more roadways occur, the depar tment will measure along the centerline or reference line of each roadway.
2.The department will include only st ations where roadside clear ing is designated and performed. The department will include each stati on conforming to these criteria as a full station.
203.3 Construction 203.3.1 General
1.Remove or close all or parts o f existing culverts and bridges within the roadway and that are replaced by or interfere with new constru ction. The contractor who const ructs the new structure that replaces the existing facility, unless the contract specifies otherwise, shall perform this removal or closing.
2.If specified in the contract, rem ove or close existing culverts, bridges, or parts of them, beyond the roadway limits, but within the highway limits.
3.Leave existing culverts and br idges beyond the limits of the h ighway in place and in service unless the contract specifies otherwise.
4.Upon removal, culverts, bridges, or parts of them, become the contractor's property, unless designated in the contract as sa lvageable. If the contractor re moves, but does not replace entrance pipes from private property, t he contractor must offer these pipes to the property owners before claiming them. 203.3.2 Breaking Down and Removing 203.3.2 1 General
1.Remove those parts of an existi ng structure that interfere wit h new construction. Do not use equipment, facilities, or methods that might damage members, po rtions of the structure to be preserved, or adjacent construction. Before starting new work, complete blasting or other operations that might endanger new work. If i ncorporating portions of exis ting culverts or bridges in the new work, remove the portions not being saved in a way that leaves the re mainder of the structure undamaged.
2.Notify the engineer if the porti on of a structure remaining in place is damaged. Do not conduct construction operations that would obscure that damage or cause additional damage until the department has had an opportunity to assess the structural significance of the damage. Provide the engineer with means to access the site to make this determinati on.
3.Repair damage done during breaki ng down and removal as the eng ineer directs.
203.3.2 2.1 General
1.Except as specified below for closing culverts, remove the ent ire top slab of box culverts and the entire superstructure of other culvert s and bridges designated for rem oval. Completely remove existing piles, cribs, or other timber construct ion within the limits of new embankments, or remove these structures to an elevation at least 2 feet below finished ground line. Remove sidewalls or substruc ture units in water to an elevation no higher than the elevation of the natural str eam or lake bed, or, if grading the channel is required und er the contract or the plans, to the pro posed finished grad e of the stream or lake bed. Remove sidewalls or sub structure units not in water d own to at least 2 feet below natural or finished ground line.
2.If extending or incorporating exi sting culverts and bridges in the new work, remove only those parts of the existing structure as necessary to provide a proper connect ion to the new work. Saw, chip, or trim the connecting edges to the required lines and grades without weakening or damaging the remaining part of the structure. During co ncrete removal, do not damage r einforcing bars left in place as dowels or ties incorporated into the new work.
3.Remove pipe culverts designated for salvage in a way that prev ents damage to the culverts.
4.Dismantle steel structures or p arts of steel structures design ated for salvage in a way that avoids damage to the members. If the contra ct specifies removing the s tructure in a way that leaves it in a condition suitable for re-erection, matchmark members with dura ble white paint before dismantling. Mark pins, bolts, nuts, loose plates, etc., similarly to indica te their proper location. Paint pins, bolts, pinholes, and machined surfaces with a department-approved rust preventative. Securely wire loose parts to adjacent members, or label and pack them in boxes.
Source: Wisconsin Standard Specifications for Highway and Structure Construction, 2019 Edition. Pages 83–83 of 601.
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