. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. DREDGED CUT- TYPICAL CROSS SECTION-CELLULAR BREAKWATER • BASELINE NO SCALE LAKE SIDE^l^ HARBOR SIDE UPPER TOLERANCE NEAT LINE LOWER TOLERANCE. NOTE ALL SHEET PILING FOR CELLS IS TYPE S-28 FILL PIPES NOT SHOWN ON THIS TYPICAL CROSS SECTION. TYPICAL SECTION- INTERIOR BREAKWATER NO SCALE Figure 57. Typical structure cross sections, Whitefish Point Harbor, Michigan 97. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readabil
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. DREDGED CUT- TYPICAL CROSS SECTION-CELLULAR BREAKWATER • BASELINE NO SCALE LAKE SIDE^l^ HARBOR SIDE UPPER TOLERANCE NEAT LINE LOWER TOLERANCE. NOTE ALL SHEET PILING FOR CELLS IS TYPE S-28 FILL PIPES NOT SHOWN ON THIS TYPICAL CROSS SECTION. TYPICAL SECTION- INTERIOR BREAKWATER NO SCALE Figure 57. Typical structure cross sections, Whitefish Point Harbor, Michigan 97. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; United States. Army. Corps of Engineers; Repair, Evaluation, Maintenance, and Rehabilitation Research Program. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Center]
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