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NAVFAC Design-Build Model Request for Proposal - Magazine

2.0 PROJECT OBJECTIVES

2.1 Mission Statement


NOTE:  Provide a clear concise description of the facility's mission in support of the activity's and Installation's mission. Utilize the actual users mission statement where ever possible.

2.2 Facility Function


NOTE: Provide a statement that identifies the basic functions provided by the new or renovated facility.

2.3 Project Specific Priorities


NOTE:  Include items that are of Primary importance to the activity/user.
 
Coordinate with the Contracting Officer to ensure that these priorities are reflected in the Technical Evaluation Factors in the Source Selection Plan and Section 00202.


NOTE: For waterfront projects, provide requirements of maintaining wharf operation or waterway access if applicable.

2.3.1 Cybersecurity

Design, acquire and execute all control systems (including systems separate from management utility monitoring and control system) in accordance with UFC 4-010-06 Cybersecurity of Facility-Related Control Systems and as required by individual Facilities Engineering Command (FEC) or Installation implementation policy.


NOTE: Cybersecurity is implemented to mitigate vulnerabilities to all DoD real property facility related control systems to a level that is acceptable to the System Owner and Authorizing Official. UFC 4-010-06 provides requirements for integrating cybersecurity into the design and construction of control systems.

Incorporate ICS Security Controls located in NIST 800-82, Appendix G, Table G-1. Design the project using UFGS 25 05 11, Cybersecurity for Facility-Related Control Systems. Incorporate elements of the NAVFAC Cybersecurity Hygiene Checklist into contract specifications by using SECTION 25 05 11, CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS. CIO4 Point of Contact to be utilized in SECTION 25 05 11 is: [office code, usually CIO4, contact phone number, and address of NAVFAC CIO POC]. Submit Cybersecurity Plan and Cybersecurity Hygiene Report in accordance with SECTION 25 05 11."

[Incorporate cybersecurity requirements into project facility control systems identified in:

[ESR D10, CONVEYING]

ESR D30, HVAC

ESR D50, ELECTRICAL]

 

2.3.2 Sustainable Design and Construction


NOTE: All NAVFAC projects are subject to sustainable design criteria. Editor notes in Part 2 UFGS Section 01 33 29 Sustainability Requirements and Reporting prescribe sustainability goals based on project scope. Edit and incorporate Part 2 UFGS Section 01 33 29 and associated requirements into this project. Then carefully edit RFP Part 2 and Part 3 sections based on requirements established in Section 01 33 29.

Design and construct project to comply with sustainability requirements identified in Part 2 UFGS Section 01 33 29, Sustainability Requirements and Reporting. Additional specific sustainability requirements are found in RFP Part 2, Part 3, and Part 4 sections.

Design and construct project in accordance with UFC 1-200-02, High Performance and Sustainable Building Requirements.

2.3.3 Storm Water Management - Low Impact Development (LID)


NOTE: Low Impact Development (LID) is required to be implemented in accordance with Department of Defense (DoD) and Navy LID Policy.  LID is a form of storm water management that infiltrates stormwater into the ground close to its source.

In January 2010, Deputy Under Secretary of Defense, issued Department of Defense (DoD) policy on implementation of storm water requirements under Energy Independence and Security Act (EISA) Section 438.  This policy directs DoD to implement EISA Section 438 Environmental Protection Agency (EPA) technical guidance in accordance with DoD Policy on Implementing EISA Section 438.  UFC 3-210-10, Low Impact Development, was developed to provide the minimum technical requirements to comply with DoD Policy on implementation of storm water requirements under EISA Section 438.

In November 2007, Assistant Secretary of the Navy issued Navy Low Impact Development (LID) Policy for the Navy and Marine Corps.  This policy set a goal of no net increase in storm water volume and sediment or nutrient loading, required annual reporting, and establishment of a waiver process.  It is applicable to new construction projects greater than $750,000 and renovation projects with a stormwater element greater than $5,000,000.

Use UFC 3-210-10 and FC 1-300-09N to comply with DoD and Navy LID Policy.

Some LID features will be associated with the building (i.e., vegetative roof, rainwater harvesting).  Coordinate requirements for those systems in other parts of this RFP.

Comply with UFC 3-210-10, Low Impact Development and FC 1-300-09N Navy and Marine Corps Design Procedures.  Additional specific LID and stormwater management requirements are found in RFP Parts 3 and 4, Section G30.  In addition to LID, comply with State and Local stormwater regulations.

[ 2.3.4 Secured Areas


NOTE:  Use the following guidance to determine which reference standards are applicable to the project. Choose the appropriate reference standards in the following paragraph and delete non-applicable standards.

  • SCIF: use bracketed option referring to Intelligence Community Standard (ISC) Number 705-1
  • Secret, Top secret, or controlled access areas (CAA): use bracketed option for SECNAV M-5510.36 Department of Navy Information Security Program
  • Arms, ammunition, and explosives (arms rooms, Armories, and magazines): use bracketed option for OPNAV Instruction 5530-13C Department of the Navy Physical Security Instruction for Conventional Arms, Ammunition, and Explosives
  • Special Access Program Facilities (SAPF): use bracketed option for JFAN 6/9 Manual Physical Security Standards for Special Access Program Facilities.

Provide [a secured area] [secured areas] [within the] building that [complies][comply] with the [Intelligence Community Standard (ICS) Number 705-1] [SECNAV M-5510.36 Department of Navy Information Security Program] [OPNAV Instruction 5530-13C Department of the Navy Physical Security Instruction for Conventional Arms, Ammunition, and Explosives] [JFAN 6/9 Manual Physical Security Standards for Special Access Program Facilities].


NOTE: List all spaces in the first bracketed paragraph below that are to be enclosed in the secured area and also list spaces that are to receive a higher level of security within that secured perimeter.

If drawings of the secured areas are provided as part of the RFP, indicate the perimeters of the secure areas and delete the first bracketed paragraph below. If there is more than one area or type of area to be protected, separately identify each area.

NOTE: Coordinate these spaces with the RFP Part 3, Chapter 5 - Room Requirements sheets. Designate in the Room Requirement sheets the minimum STC rating, minimum wall construction type (standard, enhanced, or vault), and other unique requirements for each room. Coordinate the appropriate requirements of the secured areas with all engineering disciplines.

[Provide secured area(s) as required by the Part 3, Chapter 5 - Room Requirements table of this RFP.]

 

2.4 Appropriate Design


NOTE:  Provide a description of the appropriate level of architectural refinement including building type, character, style, historic, and economic considerations.  Describe in general if special scale, finishes, and materials are required for architectural significance.


NOTE: For Historic Projects
 
Include project specific information here for Historic Preservation or National Capital Planning Commission requirements in this paragraph.  Coordinate this information with the submission requirements in Part 2 Section 01 33 10.05 20, Design Submittal Procedures, FC 1-300-09N, Navy and Marine Corps Design Procedures and UFC 3-810-01N, Navy and Marine Corps Environmental Engineering for Facility Construction.


NOTE:  For waterfront projects, suggest to use the following:
 
The Government is interested in a best value proposal that supports the functional needs of the user and activity.  The levels of quality and durability specified shall be responsive to the function, mission effectiveness, and cost effectiveness of a strategically important and high use military facility expected to provide many years of service.


NOTE:  If a project-type UFC exists for this facility type, include the following sentence and insert the applicable UFC number and title.

The Contractor is responsible for understanding and conforming to all applicable design criteria associated with the facilities to be provided under this contract.  In addition to the documents listed or identified elsewhere in this RFP, the following list of criteria and documents are applicable under this contract.

NAVFAC Design Guidance and Policy: Documents my be referenced at the following website address:
https://portal.navfac.navy.mil/portal/page?_pageid=181,3459452.181_3459473&_dad=portal&_schema=portal

An index of applicable and non-applicable UFC’s and non-UFC design manuals and military handbooks may be found at the NAVFAC section of the Whole Building Design Guide (WBDG) at the following website address:
http://www.wbdg.org/references/pa_dod_np.php

An index of applicable and non-applicable standard drawings for earth-covered magazines my be found at the NAVFAC section of the Whole Building Design Guide (WBDG) at the following website address:
http://wbdg.org/design/am_ecmtypes.php

The HE magazines for this project must conform to the definitive drawings for the [   ] magazine, Drawing Set [_____] .

NAVFACLANT Professional Services Guide: Documents may be referenced at the following website address:
https://portal.navfac.navy.mil/portal/page?_pageid=181.3458211&_dad-portal&_schema+PORTAL

Physical security for Facilities:  MIL-HDBK-1013/1A, Design Guidelines for  Physical Security of Facilities.

2.5 Workflow Process


NOTE: Describe the use patterns of the occupants of the facility. Include the staffing and Hours of Operation.


NOTE:  For waterfront projects, describe existing and planned wharf operation, restrictions and limitations.   If project site is within the Explosive Safety Quantity Distance (ESQD) arc, describe operation/occupancy restrictions related to ESQD.

2.5.1 Hours Of Operation


NOTE: For wharf handling ordnances, suggest to use the following:
"Wharf operation, including ordnance handling, typically take place under daylight conditions.  During periods of high activity, operations are conducted around the clock.  The level of activities will be dictated by events occurring worldwide.  This unpredictable nature of world events can cause scheduling problems, delays, and difficulties in the construction of this project."

2.6 Special Design Challenges


NOTE: Underground magazines are based on definitive design documents which specify the required design. The preliminary site plan has been reviewed and approved by the DDESB and no revisions to orientation, location and size of underground magazines is allowed without submission to the DESB.


NOTE:  Antiterrorism standards as referenced in UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings require setbacks based on Building Category. Editor to instruct D/B team that setback distances shall be indicated on the Site Layout Plan.


NOTE: If applicable, describe any special design challenges, including environmental engineering requirements.  Identify the most difficult site and project specific issues in the design solution for this project.  Note -These items could be used in the technical evaluation factors to evaluate the proposal.


NOTE: If phasing is a project requirement, especially where necessary to allow continuing operations of a facility, indicate phasing requirements here.  Require Contractor to submit a detailed phasing plan with the design submittal for Government approval.


NOTE:  For waterfront projects, provide the following detailed requirements if applicable:
 
(1) Planned phasing to maintain existing wharf operation and designated construction access routes and construction areas during each phase; (2)  Ordnance handling/ESQD restrictions during construction; (3) Waterway restrictions during dredging and other in-water construction; (4) Special geotechnical conditions (such as high seismic or high liquefaction potential) that are unique to the waterfront facility site, (5) Special conditions on existing waterfront facilities.

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