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PSA - Railroad Improvements Olive St. Reconstruction, Phase II Proj No. 114-064 – Norfolk Southern Railway Co.
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PSA - Railroad Improvements Olive St. Reconstruction, Phase II Proj No. 114-064 – Norfolk Southern Railway Co.
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11/23/2021 4:18:54 PM
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Board of Public Works
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Contracts
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11/23/2021
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Norfolk Southern Railway Company <br />Norfolk Southern - Special Provisions for Protection of Railway Interests <br />July 23, 2018, Updated March 11, 2021 <br />Appendix <br />E-2 <br /> <br /> <br /> <br />B. The Railroad’s written authorization to proceed with the work shall include the names, <br />addresses, and telephone numbers of the Railroad’s representatives who are to be <br />notified as hereinafter required. Where more than one representative is designated, the area <br />of responsibility of each representative shall be specified. <br /> <br />3. INTERFERENCE WITH RAILROAD OPERATIONS: <br /> <br />A. The Contractor shall so arrange and conduct his work that there will be no interference with <br />Railroad’s operations, including train, signal, telephone and telegraphic services, or damage to <br />the property of the Railroad or to poles, wires, and other facilities of tenants on the rights- of- <br />way of the Railroad. Whenever work is liable to affect the operations or safety of trains, <br />the method of doing such work shall first be submitted to the Railroad Engineer for approval, but <br />such approval shall not relieve the Contractor from liability. Any work to be performed by the <br />Contractor which requires flagging service or inspection service shall be deferred by the <br />Contractor until the flagging service or inspection service required by the Railroad is available at <br />the job site. <br /> <br />B. Whenever work within Railroad’s rights-of-way is of such a nature that impediment to <br />Railroad’s operations such as use of runaround tracks or necessity for reduced speed is <br />unavoidable, the Contractor shall schedule and conduct his operations so that such <br />impediment is reduced to the absolute minimum. <br /> <br />C. Should conditions arising from, or in connection with the work, require that immediate and <br />unusual provisions be made to protect operations and property of the Railroad, the <br />Contractor shall make such provisions. If in the judgment of the Railroad Engineer, or in <br />his absence, the Railroad’s Division Engineer, such provisions is insufficient, either may <br />require or provide such provisions as he deems necessary. In any event, such unusual provisions <br />shall be at the Contractor’s expense and without cost to the Railroad or the Sponsor. <br /> <br />D. “One Call” Services do not locate buried Railroad utilities. The contractor shall contact the <br />Railroad’s representative 2 days in advance of work at those places where excavation, pile <br />driving, or heavy loads may damage the Railroad’s underground facilities. Upon request from the <br />Contractor or Sponsor, Railroad forces will locate and paint mark or flag the Railroad’s <br />underground facilities. The Contractor shall avoid excavation or other disturbances of these <br />facilities. If disturbance or excavation is required near a buried Railroad facility, the contractor <br />shall coordinate with the Railroad to have the facility potholed manually with careful hand <br />excavation. The facility shall be protected by the Contractor during the course of the disturbance <br />under the supervision and direction of the Railroad’s representative. <br /> <br />4. TRACK CLEARANCES: <br /> <br />A. The minimum track clearances to be maintained by the Contractor during construction are <br />shown on the Project Plans. If temporary clearances are not shown on the project plans, the <br />following criteria shall govern the use of falsework and formwork above or adjacent to operated <br />tracks. <br /> <br />1. A minimum vertical clearance of 22’-0” above top of highest rail shall be maintained at <br />all times. <br /> <br />2. A minimum horizontal clearance of 13’-0” from centerline of tangent track or 14’-0” <br />from centerline of curved track shall be maintained at all times. Additional horizontal <br />EXHIBIT C
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