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cility Criteria V Velocity UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 171 APPENDIX C HIGH MAST LIGHTING UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 172 UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 173

on projects. AUTHORIZED BY: GEORGE O. LEA, P.E. JOSEPH E. GOTT, P.E. Chief, Military Engineering Branch Chief Engineer U.S. Army Corps of Engineers Naval Facilities Engineering Command EDWIN H. OSHIBA, SES, DAF MICHAEL McANDREW Deputy Director of Civil Engineers DCS/Logistics, Engineering & Force Protection Director, Facilities Investment and Management Office of the Deputy Under Secretary of Defense (Installations and Environment) UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 UNIFIED FACILITIES CRITERIA (UFC) REVISION SUMMARY SHEET Document: UFC 4-152-01, DESIGN: PIERS AND WHARVES Superseding: UFC 4-152-01, DESIGN: PIERS AND WHARVES, dated 28 July 2005 with Change 1, dated 1 September 2012. Description of Change: UFC 4-152-01, DESIGN: PIERS AND WHARVES represents another step in t

stays constant through the rest of the deflection range. Because buckling fenders are intended to buckle in a predetermined direction, any lateral deflection can significantly reduce their effectiveness. When lateral loads in either direction (parallel to length of berth or up/down) are anticipated, a cell-type fender is preferred. These fenders are becoming increasingly popular for berthing very large ships as they can absorb very high energy with a constant reaction force. UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 119 Figure 5-8 Side-loaded and End-loaded Rubber Fenders UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 120 Figure 5-9 Shear Fender UFC 4-152-01 24 January 2017 Change 1, 28 August 2024 121 Figure 5-10 Buckling Fender with Contact Panel UFC 4-152-01 24 Janua

s UFC 4-152-01) UFC 4-152-01 UFC 4-152-01 UFC 4-150-02 12 November 2020 5 Regardless of the variations in utility groups that may be necessary to accommodate deck fittings and pier construction, sewer and oily waste connections must always be located 10 ft (3.1 m) or more from domestic water connections. Electrical outlet assemblies must be separated from other utility outlets by at least 10 ft (3.1 m) whenever possible. Additionally, where fueling is required, separation between such connections and electrical equipment is mandatory. See UFC 3-460-01, Design: Petroleum Fuel Facilities and consult with the cognizant Fire Protection Engineer to ascertain the minimum separation distances. Separation distances will vary depending upon the type of fuel or fuels. 2-2.2 Hose and Cable Lengths. E

.wbdg.org/ffc/dod/unified-facilities-criteria-ufc UFC 1-200-01, DoD Building Code UFC 1-200-02, High Performance and Sustainable Building Requirements UFC 3-101-01, Architecture UFC 3-260-01, Airfield and Heliport Planning and Design UFC 3-490-06, Elevators UFC 3-535-01, Visual Air Navigation Facilities UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-010-06, Cybersecurity of Facility-Related Control Systems UFC 4-020-01, DoD Security Engineering Facilities Planning Manual UFC 4-021-02, Electronic Security Systems UFC 4-022-01, Security Engineering: Entry Control Facilities/Access Control Points UFC 4-025-01, Security Engineering: Waterfront Security UFC 4-152-01, Design: Piers and Wharves UFC 4-510-01, Design: Military Medical Facilities UFC 4-740-02, Fitness Centers UFC 4-7

FC 3-240-01, Wastewater Collection and Treatment UFC 3-250-01, Pavement Design for Roads and Parking Areas UFC 3-250-04, Standard Practice for Concrete Pavements CANCELLED UFC 3-201-01 20 December 2022 55 UFC 3-260-01, Airfield and Heliport Planning and Design UFC 3-260-02, Pavement Design for Airfields UFC 3-301-01, Structural Engineering UFC 3-420-01, Plumbing Systems UFC 3-460-01, Design: Petroleum Fuel Facilities UFC 3-530-01, Interior and Exterior Lighting Systems and Controls UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-022-01, Security Engineering: Entry Control Facilities/Access Control Points UFC 4-022-02, Selection and Application of Vehicle Barriers UFC 4-152-01, Design: Piers And Wharves UFC 4-860-01, Railroad Design and Rehabilitation U.S. ARMY CORPS OF ENGIN

-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

C 3-240-03, Operation and Maintenance (O&M): Wastewater Treatment UFC 3-301-01, Structural Engineering UFC 3-420-01, Plumbing Systems UFC 3-460-01, Petroleum Fuel Facilities 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 4-020-01, DoD Security Engineering Facilities Planning Manual UFC 4-150-02, Dockside Utilities for Ship Service UFC 4-152-01, Design: Piers And Wharves UFC 4-211-01, Aircraft Maintenance Hangars NON-GOVERNMENT PUBLICATIONS: AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE MOP 60, Gravity Sanitary Sewer Design and Construction, a joint publication with WEF (WEF MOP FD-5) AMERICAN NATIONAL STANDARDS INSTITUTE \2\ ANSI A14.3 American National Standard for Ladders – Fixed –S