. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. ^EXIST EXISTING GROUND SURFACE ^^~^ FILTER FABRIC (EXTEND TO STA 5-1-00) TYPICAL SECTION OF NORTH BREAKWATER LAKE SIDE HANDRAIL CONCRETE WALKWAY '^ 2,5'. CREEK SIDE POLYETHYLENE LINER BACKED WITH FILTER FABRIC(LARGE VOIDS FILLED) -EXISTING GROUND SURFACE- TYPICAL SECTION OF SOUTH BREAKWATER Al-ARMOR stone: 2 TO 5 TONS A2- 4 TO 9 TONS A3- S TO 13 TONS B-BEDDING STONE! 6"TO id'iN. UI-UNOERLAYER STONE! 240 TO 950 UBS. U2- 460 TO 1850 LBS. U3- 6 40 TO 2 550 LBS. Figure 263. Ty
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. ^EXIST EXISTING GROUND SURFACE ^^~^ FILTER FABRIC (EXTEND TO STA 5-1-00) TYPICAL SECTION OF NORTH BREAKWATER LAKE SIDE HANDRAIL CONCRETE WALKWAY '^ 2,5'. CREEK SIDE POLYETHYLENE LINER BACKED WITH FILTER FABRIC(LARGE VOIDS FILLED) -EXISTING GROUND SURFACE- TYPICAL SECTION OF SOUTH BREAKWATER Al-ARMOR stone: 2 TO 5 TONS A2- 4 TO 9 TONS A3- S TO 13 TONS B-BEDDING STONE! 6"TO id'iN. UI-UNOERLAYER STONE! 240 TO 950 UBS. U2- 460 TO 1850 LBS. U3- 6 40 TO 2 550 LBS. Figure 263. Typical breakwater cross sections, Cattaraugus Creek Harbor, New York 386. 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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