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esigned to obtain the maximum geographic range. UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 99 Figure 5-25 The 2 CR Buoy UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 100 Figure 5-26 The 8 x 26 LBR Buoy UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 101 Figure 5-27 Single Pile Steel Beacon Structure UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 102 Figure 5-28 Lateral Daymarks UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 103 Figure 5-29 General Use Series Buoys, Radar Reflector Type UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 104 • Secondary Lights. These lights, which also may be attended or automatic, are established at harbor entrances and other locations where the needs for high candlepower an

tic treatment (deperming). Deperming which reduces the permanent magnetization accumulated by a ship during construction and operation complements the use of opposing magnetic fields in degaussing. UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 64 Figure 5-15 Types of Berthing Layouts UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 65 Figure 5-16 Sample Shipyard Layout UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 66 5-6.1.9.1 A steel object under the magnetic forces of the earth will itself become polarized and set up a magnetic field of its own. A steel-hulled ship will become a huge floating magnet itself. In addition, there are induced magnetic signatures caused by inside electronics and motors. This magnetic field makes the ship vulnerable to

at each of n sections of equal length, n X ∆ , [ft] n A = cross section of channel at each of n sections of length, n X ∆ , [ft2] This analysis provides an estimate of the channel-inlet hydraulics applicable to design situations. However, if the conditions in paragraph the paragraph titled “Nonconstricted Entrance” are not satisfied, or if the current velocities are critical to the channel design, a more detailed analysis to include mathematical or physical-model simulation is necessary. (5-7) UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 58 Figure 5-11 Basin With Nonconstricted Entrance UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 59 Figure 5-12 Sea-Inlet-Bay System (Sorenson, 1977) UFC 4-150-06 12 December 2001 With Change 1, 19 October 2010 60 Figure 5-13

d Controls UFC 3-600-01, Fire Protection Engineering for Facilities UFC 3-601-02, Operations and Maintenance: Inspection, Testing, and Maintenance of Fire Protection Systems UFC-4-152-07 14 JULY 2009 Change 1, 1 September 2012 69 UFC 4-150-02, Dockside Utilities for Ship Service UFC 4-150-06, Military Harbors and Coastal Facilities UFC 4-151-10, General Criteria for Waterfront Construction UFC 4-152-01, Design: Piers and Wharves UFC 4-159-03, Design: Moorings /1/

C 3-240-01, Wastewater Collection and Treatment UFC 3-410-01, Heating, Ventilating, and Air Conditioning Systems UFC 3-430-09, Exterior Mechanical Utility Distribution UFC 3-570-01, Cathodic Protection UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-010-06, Cybersecurity of Facility-Related Control Systems UFC 4-025-01, Waterfront Security Design UFC 4-150-02, Dockside Utilities for Ship Service UFC 4-150-06, Military Harbors and Coastal Facilities UFC 4-152-01, Piers and Wharves UFC 4-159-03, Moorings UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) https://www.wbdg.org/ffc/dod UFGS 03 31 29, Marine Concrete with Service Life Modelling UFGS 03 31 30, Marine Concrete UFGS Division 26, Electrical UFGS 35 59 13.14 20, Polymeric Piles UFC 4-213-10 18 May 2020 137 U.S. ARMY CORPS

BLICATIONS 1. Unified Facilities Criteria (UFC): http://dod.wbdg.org \1\ UFC 1-200-01, General Building Requirements UFC 3-220-01N, Geotechnical Engineering Procedures for Foundation Design of Buildings and Structures UFC 3-220-10N Soil Mechanics UFC 3-301-01, Structural Engineering UFC 3-570-02N, Electrical Engineering Cathodic Protection UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-025-01, Waterfront Security Design; currently in final draft and near final publication UFC 4-150-06, Military Harbors and Coastal Facilities UFC 4-150-07, Maintenance of Waterfront Facilities UFC 4-150-08, Inspection of Mooring Hardware UFC 4-151-10 10 September 2001 With Change 1, 1 September 2012 32 UFC 4-152-01, Design: Piers and Wharves UFC 4-159-03, Design: Moorings /1/ Unified Faciliti

ee note under 149 20. 03 August 2020 149 62 Tacticle Vehicle Wash Facility CCN added. CANCELED UFC 2-000-05N 100 Series - iv 03 August 2020 153 10 Cargo Staging Area Remapped to FAC 8526. 03 August 2020 179 21 Armored Vehicle Launch Bridge, Raft, and Ford Area CCN deleted. 03 August 2020 179 53 Enclosed Fire Fighter Trainer Facility CCN added. 01 April 2021 151 Section 151-1 Pier Facilities Delete reference to 165-10. Add reference to UFC 4-150-06, Military Harbors and Coastal Facilities 01 April 2021 151 Section 151-4 Pier Facilities Add complete title, Military Harbor and Coastal Facilities for UFC 4-150-06. 20 Jan 2023 143-11 Operational Vehicle Garage 1. Expand the “Definitiion” information. 2. Include additional guidance for calculating the space requirements. 3. Add new tables with s

-575-01, Lightning and Static Electricity Protection Systems UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings UFC 4-020-01, DoD Security Engineering Facilities Planning Manual UFC 4-022-03, Security Fences and Gates UFC 4-150-02, Dockside Utilities for Ship Service UFC 4-150-06, Military Harbors and Coastal Facilities UFC 4-152-01, Design: Piers and Wharves UFC 4-179-01, Design: Navy Firefighting School Facilities \2\ UFC 4-310-03, DoD Fuels Laboratory Standards /2/ UFC 4-832-01N, Design: Industrial and Oily Wastewater Control UFC 3-460-01 16 July 2019 Change 3, 08 June 2023 305 UFC 4-911-01N, O&M: Inactive Care and Closure of Shore Facilitie