N61331-17-T-7001_Attachment_1_-_Type_II_WSB_Technical_Attributes.docx
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N61331-17-T-7001 Attachment 1
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| N61331-17-T-7001_Statement_of_Work_-_Type_II_WSB.docx | DOCX document | |
| N61331-17-T-7001_Exhibit_A_-_Type_II_WSB_CDRLs.docx | DOCX document |
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ATTACHMENT 1
FOR OFFICIAL USE ONLY
TYPE II WATERSIDE SECURITY BARRIER
TECHNICAL ATTRIBUTES
N61331-17-T-7001
Distributions Statement D: Distribution authorized to DoD and DoD contractors only...
These technical attributes are solely intended for the procurement of a fully automated waterside security barrier gate at Naval Station Norfolk. While there may be similarity, these technical attributes neither define nor represent the Key System Attributes, Key Performance Parameters, or technical specification of a Type II Waterside Security Barrier.
Threshold values contained in Table 1 are minimum values. Actual values of each attribute that will be met under this effort shall be provided in an updated table by the contractor reflecting the proposed barrier system capabilities and performance specifications.
TABLE 1 - Technical Attributes for Effectiveness and Suitability
| Item # |
| Attribute |
| Threshold |
Effectiveness
| 1 |
| The stopping power of the waterside security barrier system against a Design Basis Threat (DBT) (see Table 3) shall be equivalent to: |
| ≥520,000 ft.-lbs. |
| 2 |
| The waterside security barrier system shall retain stopping power after three successive impacts by the specified threat vessel equivalent to: |
| 97% of total effectiveness |
| 3 |
| The waterside security barrier system shall withstand the calculated impact forces (Table 3) for all environmental and operational conditions expected at the installation location (see Table 4). |
| Yes |
| 4 |
| Each waterside security barrier module/section shall remain upright and afloat when subjected to the design environmental survival conditions (see Table 4). |
| Yes |
| 5 |
| Each waterside security barrier module/section shall have the capability to be towed at the following speeds when subjected to the maximum emergency operational conditions (Table 4). |
| ≤5 knots |
| 6 |
| The waterside security barrier system shall not contain a designed single point of failure (e.g. no single quick release). |
| Yes |
| 7 |
| The waterside security barrier system shall be designed to provide the following delay times for the specified threats (excluding the use of explosives) |
| ≥5 min |
| 8 |
| The waterside security barrier system shall be designed to prevent transit through the barrier of personal watercraft, kayaks, and canoes (see Table 2 definitions) while in the closed position. |
| Yes |
| 9 |
| The waterside security barrier system is part of layered defense system and shall work in concert with security forces, electronic sensor systems such as the Electronic Harbor Security System (EHSS), and legacy port security barriers. |
| Yes |
| 10 |
| Threats shall not be able to stage themselves on the other side of the waterside security barrier without being observable for extended periods of time (see note 1): |
| ≥5 min |
| 11 |
| Waterside security barrier gates shall be provided to enable safe passage of ships/submarines, harbor security boats (HSBs), and maintenance vessels. |
| Yes |
| 12 |
| The Closest Point of Impact (CPI) to the protected asset of the waterside security barrier after being impacted by a Design Basis Threat vessel shall be (see note 2): |
| ≥15 ft. |
| 13 |
| Waterside security barrier gates shall have the ability to be locked in the open position. |
| Yes |
| 14 |
| The waterside security barrier gates shall not impact publically accessible waterways during normal and backup operations. |
| Yes |
| 15 |
| Under Maximum Normal Operating Opening / Closing conditions (see Table 4), opening and closing of the waterside security barrier system shall be: |
| Fully Automated |
| 16 |
| The mean time to fully open/close the waterside security barrier gate under normal operating conditions (see table 4) shall be: |
| ≤30 min |
| 17 |
| The waterside security barrier gate shall be designed with a back-up mode that allows the gate to be adequately opened/closed under the maximum normal and the maximum emergency operating design conditions (see Table 4) regardless of current system status, without sustaining permanent damage. |
| ≤30 min |
Suitability
| 18 |
| Waterside security barrier gates shall be designed to be safely and effectively operated by Port Operations/security personnel and/or support contractors under all operating conditions after completing a training course of: |
| ≤4 hours |
| 19 |
| The waterside security barrier system shall be equipped with USCG approved signage for daytime awareness and self-contained USCG-approved lighting for nighttime operations. |
| Yes |
| 20 |
| All materials shall be selected on the basis of operational design requirements of: |
Design Life:
Scheduled Overhaul:
≥15 years ≥5 years
| 21 |
| Waterside security barrier modules/sections shall be interchangeable. |
| Yes |
| 22 |
| The design of the waterside security barrier system shall be such that if one or more modules/sections are structurally damaged, require repair, or need replacement, it will not require the removal and reinstallation of more than the damaged modules/section(s). |
| Yes |
| 23 |
| All components of the waterside security barrier system shall be water resistant, ultra-violet resistant, and abrasion-resistant for: |
| ≥15 years |
| 24 |
| All materials shall be resistant to environmental and biological effects in order to minimize corrosion and marine growth such that the waterside security barrier retains functionality for: |
| ≥15 years |
| 25 |
| The waterside security barrier shall be transportable by normal commercial means and shall be designed to withstand all normal loads imposed during installation and transportation to the site. |
| Yes |
| 26 |
| The waterside security barrier system shall be designed in full compliance with environmental laws to minimize impact to sensitive ecological areas and conform to state, federal, and international laws as applicable. |
| Yes |
| 27 |
| The waterside security barrier system shall be designed for continuous use. Gate operation shall have a mean time between operational mission failure (see Note 3) for: |
Normal Operations:
Backup Operations:
≥2,160 hours Unlimited
| 28 |
| The Mean Time To Repair (MTTR) shall be (see note 4): |
Electro/Mechanical Components:
Structural Components:
≤4 hours ≤24 hours
| 29 |
| The waterside security barrier system shall have an Operational Availability (Ao) of (see note 5): |
| ≥90% (back-up operations shall operate 100% of the time) |
| 30 |
| The field maintenance concept shall be: |
| Intermediate-Level and Organizational-Level with Line Replaceable Units (LRU) |
| 31 |
| Training for the waterside security barrier system shall include Initial Operator Training (IOT), Operational Proficiency Training (OPT), and Maintenance Training. |
| Accomplished at the Unit Level |
Notes:
1. Waterside security barriers are part of a layered defense and other measures may be used to satisfy this requirement.
2. The waterside security barrier system shall meet this metric for all environmental and operational conditions expected at the installation location to include any catenary effects due to environmental conditions (e.g. wind, current, etc.) (see Table 4).
3. Mean Time Between Operational Mission Failures (MTBOMF )is the mean time between operational mission failures occurring during system operation and is calculated as:
Total System Operating Time MTBOMF = Number of Operational Mission Failures
An Operational Mission Failure (OMF) is defined as the waterside security barrier (WSB) is not able to automatically open/close fully within 30 min of the order to open/close under normal operations. Backup operations of a Type II WSB is considered an OMF.
4. MTTR is mean time to repair and is calculated as: the average elapsed corrective time needed to restore the tactical picture to the level existing prior to an operational mission failure. This includes the time to correct all hardware failures, restore all processes, functions, files, and data bases to their appropriate state before the failure/fault occurred, as well as the time to reboot the system following an operational mission failure. This normally will not include off-board logistical delays.
5. Ao is the time when the system is considered to be ready for use and is either operating, in standby, or off. Downtime is the time the system is down for repair of an operational mission failure.
Ao = Uptime Uptime + Downtime
TABLE 2 - Definitions
| Term |
| Definition |
| Reference |
| Canoe/Kayak |
| - (Canoe) A narrow, keel less boat with pointed ends, propelled by a paddle or paddles. |
- (Kayak) A canoe of a type made of a light frame with a watertight covering having a small opening in the top to sit in.
| Gale Force Wind |
| Wind speed from 34 – 40 knots. |
| Beaufort Scale |
| Hostile Threat Craft |
| Hostile threat craft are those to which the USCG definition of motorboat applies. In general, vessels that are 65 feet in length or less and equipped with propulsion machinery. |
| CFR 24.10-1 |
| Hurricane Force Wind |
| Wind speed equal to 64 knots (equal to CAT 1). |
| Saffir-Simpson Hurricane Wind Scale |
| Naval Vessel Protection Zone (NVPZ) |
| The NVPZ is a civil statutory zone established by USCG regulations for the safety and security of U.S. naval vessels in the navigable waters of the United States. The NVPZ is a 500-yard regulated area of water, including a 100-yard exclusion zone, surrounding large USN vessels (including Military Sealift Command ships) and is in effect at all times in the navigable waters of the U.S. (out to 3 nautical miles), whether the vessel is underway, anchored, moored, or within a floating dry dock, except when the naval vessel is moored within a restricted area or within a defensive sea area. |
| NTTP 3-20 |
| Operational Mission Failure |
| Waterside security barrier cannot be opened within 30 min (threshold) / 20 min (objective) of the order to open and/or cannot meet the stopping power requirement. |
| - |
| Personal Watercraft (other than canoe, kayak, paddle board, etc.) |
| A vessel less than 13 feet in length that uses an installed spark-ignition engine powering a water jet pump as its primary source of propulsion and is designed with no open load carrying area that would retain water. The vessel is designed to be operated by a person or persons positioned on, rather than within the confines of the hull. A vessel using an outboard engine as its primary source of propulsion is not a personal watercraft. |
| CFR 1045.801 |
Waterside Assessment Zone
| An area beyond the DoD’s property line from where surface and subsurface threats approaching the waterside warning zone may be detected, monitored, and tracked. |
| UFC 4-025-01 |
Waterside Warning Zone
| The area just outside the Threat Zone and within the waterside installation perimeter. In some locations a large warning zone is not feasible due to channel constraints. |
| UFC 4-025-01 |
Waterside Threat Zone
| The area between a line of floating barriers and an asset. |
| UFC 4-025-01 |
Figure 1. Waterside Security Zones (UFC 4-025-01).
TABLE 3 - Design Basis Threat (Threat Parameters)
| Aggressor Tactic |
| Design |
Basis Threat
| Weapons |
| Tools |
Or Delivery Method
Waterfront Attack Surface and/or Submerged Attack
| High |
| 500 kg (1100 lbs) TNT (surface or submerged) |
Anti-Tank Weapons UL 752 Level 10 (12.7 x 99 mm (0.50 caliber)) Powerboat Multiple small craft1/ Swimmer delivery vehicle/ Torpedo
| Medium |
| 250 kg (550 lbs) TNT (surface) |
25 kg (55 lbs) TNT (submerged) UL 752 Level 10 (12.7 x 99 mm (0.50 caliber)) Combat Rubber Raiding Craft/ Rigid Hulled Inflatable Boat/ Torpedo/ Swimmer / diver
| Low |
| 100 kg (220 lbs) TNT (surface) |
25 kg (55 lbs) TNT (submerged) UL 752 Level – 5 Jet Ski Swimmer / diver
Note: 1. Small Craft is defined in the current USCG Code of Federal Regulations as 65 feet in length or less and equipped with propulsion machinery.
TABLE 4 - Design Environmental Profile
| Design Condition |
| Wind (kts) |
| Current (kts) |
| Waves Height (ft) |
Maximum Normal Operating Opening / Closing
- The waterside security barrier gates shall be designed to be opened and closed in up to gale conditions (in fully automated and back-up modes)
Maximum Emergency Operational
- The waterside security barrier gates shall be designed to be opened and closed in up to the following conditions:
| 40 |
| 4 |
| 10 |
Maximum Survival
- All waterside security barrier components shall be designed to survive a site-specific storm in either a fully closed or open (and tied off) condition.
| 108 |
| 4 |
| 10 |
FOR OFFICIAL USE ONLY
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