. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. ONCRETE PARAPET EL^-7 -EXISTING NORTH BREAKWATER MODIFICATIONS TO NORTH BREAKWATER ADJACENT TO NEW HARBOR 10 0 aoKaE SCALE IN FEET 10 20 30 40 EL*t2 EAST BREAKWATER EL-*-8 WEST BREAKWATER EL VARIES. UNDERLAYER STONE 850 LB 2 LAYERS -STEEL SHEET PILE (WEST BREAKWATER ONLY) -ARMOR STONE TON 2 LAYERS NEW EAST AND WEST INTERIOR BREAKWATERS 10 g » â â â SCALE IN FEET 10 20 Figure 84» Cross sections of small-boat harbor structures at Port Washington, Wisconsin 140. Please n
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. ONCRETE PARAPET EL^-7 -EXISTING NORTH BREAKWATER MODIFICATIONS TO NORTH BREAKWATER ADJACENT TO NEW HARBOR 10 0 aoKaE SCALE IN FEET 10 20 30 40 EL*t2 EAST BREAKWATER EL-*-8 WEST BREAKWATER EL VARIES. UNDERLAYER STONE 850 LB 2 LAYERS -STEEL SHEET PILE (WEST BREAKWATER ONLY) -ARMOR STONE TON 2 LAYERS NEW EAST AND WEST INTERIOR BREAKWATERS 10 g » â â â SCALE IN FEET 10 20 Figure 84» Cross sections of small-boat harbor structures at Port Washington, Wisconsin 140. 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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