Permanent Vertical Clearance Sample Clauses

Permanent Vertical Clearance. The minimum permanent vertical clearance, per Code of Federal Regulation, shall be 23’ - 4” measured from the top of the highest rail to the lowest obstruction under the structure. The 23’- 4” permanent vertical clearance must not be violated due to deflection of the superstructure. Additional vertical clearance may be required for items beyond those shown in the General Overhead Structure on Plan No. 711100, sheet 1. These items include: correction of sag in the track, construction requirements and future track raise. The profile of the existing top-of-rail, measured 1000 feet each side of proposed Overhead Structure, shall be shown on the plans. If the profile indicates sag at the proposed bridge location, the vertical clearance from the top of the highest rail to the bridge shall be increased sufficiently to permit raising the track to remove the sag. A note should be added to the profile stating, “The elevation of the existing top-of-rail profile shall be verified before beginning
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Permanent Vertical Clearance. Underpass Structures shall be designed to ensure that the structure will be protected from oversized or unauthorized loads by providing sufficient vertical clearance and protective devices unless otherwise specified by the Railroad. Provide a minimum vertical clearance over the entire roadway width for all new or reconstructed structures as follows: • 16’-6” for steel superstructure with 5 or more beams or 4 or more deck plate girders per track. • 17’-6” for concrete superstructure or steel through plate girders with bolted bottom flanges. • 20’-0” for steel through plate girders without bolted bottom flanges. The vertical clearance must not be violated due to the deflection of the superstructure. Variations from vertical clearance defined above shall be submitted to the Railroad for approval. The variance will be considered if the Railroad structure is not the lowest structure within the roadway network. All proposed structures with substandard vertical clearances shall be designed per Section 6.7. If resurfacing or any other activity is to be performed below the Underpass Structure, the owner of the roadway must submit a request for approval from the Railroad. This request must provide the existing measured and posted clearances of the structure and the proposed configuration after work is completed. The owner of the roadway shall be responsible for graffiti removal and for posting and maintaining the clearances and any advance notifications the roadway requires. No sign shall be attached to the Railroad bridge.

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