The section details inbound track one and outbound track two positioned over sheet piling perpendicular to the track, with sheet piles running parallel to the track. A horizontal wale is located two inches below the track framing, providing support with a minimum nine-foot six-inch clear distance to the sheeting. Cover plates in pieces are welded to the sheet piles as excavation progresses, with work performed during designated work windows.
9’-6" Minimum Clear To Sheeting Wale 2 " Track Parallel To Sheet Piles Perpendicular To Track Sheet Piling Top Of Rail 10’-7" C (Outbound) Track 2 L C (Inbound) Track 1 L Window 3 Work Window 3, See Note C2 Work Progresses. Work Performed In To Sheets Piles As Excavation Cover Plates In Pieces Welded WORK WINDOW 2
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