School of Infantry - 52 Area P-1008 Combat Training Tank ... · School of Infantry - 52 Area P-1008...

School of Infantry - 52 Area P-1008 Combat Training Tank and

Instruction Facility

PROJECT PROGRAM

PART 3

P-1008 Combat Training Tank & Instruction Facility Work Order No: 571381 School of Infantry – 52 Area Marine Corps Base Camp Pendleton, CA

PART 3 - CHAPTER 1 - Page 1

TABLE OF CONTENTS ____________________________________________________ TABLE OF CONTENTS.................................................................... 1

1. PROJECT DESCRIPTION........................................................... 3

2. PROJECT OBJECTIVES............................................................. 6 2.1. Mission Statement

2.2. Facility Function

2.3. Project Specific Priorities

2.4. Appropriate Design

2.5. Workflow Process

2.6. Special Design Challenges

2.7 Adaptability and Flexibility

3. SITE ANALYSIS......................................................................... 19 3.1 Existing Site Conditions

3.2 Site Development Requirements

4. BUILDING REQUIREMENTS..................................................... 27 4.1 Space Tabulation

4.2 Space Relationships

4.3 Exterior Character

4.4 Construction and Life Safety

5. ROOM REQUIREMENTS........................................................... 39

6. ENGINEERING SYSTEMS REQUIREMENTS...........................105 A10 Foundations B10 Superstructure

B20 Exterior Closure

B30 Roofing

C10 Interior Construction

C30 Interior Finishes

D10 Conveying



D20 Plumbing

D30 HVAC

D40 Fire Protection Systems

D50 Electrical Power and Lighting

E10 Equipment

E20 Furnishings

F10 Special Construction

G10 Site Preparations

G20 Site Improvements

G30 Site Mechanical Utilities

G40 Site Electrical Utilities



1.0 PROJECT DESCRIPTION This project is to design and construct a new Combat Training Tank and two story Instruction Building for the School of Infantry, located in the 52 Area. The project has been created to consolidate the Marine Corps Basic Recon Course (BRC).

The Instruction Building shall be designed in accord with the UFC 2-000-05N NAVFAC Facility Planning Criteria for Navy and Marine Corps Facilities (P-80) for Category Code Number (CCN) 179.55 Combat Training Pool/Tank (EA) and the UFC 2-000-05N NAVFAC Facility Planning Criteria for Navy and Marine Corps Facilities (P-80) for Category Code Number (CCN) 171.10 Academic Instruction Building. The eight-lane, 98.43 ft. x 164.04 ft (30 m x 50 m) outdoor, heated swimming pool shall be built to Federation Internationale de Natation or FINA standards with a minimum waterline depth of 4 ft (1.22 m) at the shallow end to 15 ft (4.57 m) deep at the deep end. Provide a diving tower at the deep end of the Pool. The following program spaces associated with the Combat Training Tank shall be housed inside the Instruction Building: Showers and Locker Room / Restroom facilities, a staff office, and general storage area. The pool pump equipment/chemical storage room shall be housed outside in an enclosure. The enclosure shall have natural ventilation. Additional pool equipment such as pool filters shall also be housed outside but do not need to be in an enclosure. The pump equipment/chemical storage room and associated swimming pool equipment shall be located adjacent to the pool. The Instruction Building provides classroom spaces fitted out with chairs with fixed table arms, tables, desks or other similar working surfaces. Offices, storage and support spaces for instructors shall also be provided. This building will be constructed to meet latest edition of the Camp Pendleton’s Base Exterior Architecture Plan (BEAP) and the Camp Pendleton Requirements (CPR). The project provides for electrical and mechanical systems including fire alarm and fire monitoring/control panels, information systems, Energy Management Control Systems (EMCS), direct digital controls, plumbing, fire protection systems and heating/ventilation/air conditioning systems. Information systems include wiring for Local Area Network (LAN), fiber optics, telephone, public address, and cable television. The project provides for Anti-terrorism Force Protection (AT/FP) features. In accordance with UFC 4-030-01, Sustainable

Project Area P-1008



Development, and other directives, this project will be executed to support Sustainable Design strategies utilizing USGBC LEED-NC standards. Adequate training and support facilities are required to fulfill the School of Infantry’s mission and to support Marines trained at the Marine Corps BRC. The instruction provided at the School of Infantry includes the Basic Recon Mancourse which was developed to teach and train Marines and Recon Corpsmen the core skills, knowledge, tactics, and techniques of a Basic Recon Man, and to qualify students for their appropriate skills. In April 1999 a Fix RECON Review Group (TRG) identified problems with insufficient through put, high attrition, Marines lacking prerequisites, and overzealous screening and training. Currently, the Marine Corps Basic Recon Course is currently split between two schools on the East and West Coast under OPCON of the Expeditionary Warfare Training Groups. This new facility will allow training to be standardized to allow throughput to be optimized, stable, and reliable. Collateral equipment as part of furniture, fixtures, and furnishings (FF & E) shall be provided under this Contract under a separate bid item as follows: 1. All movable furniture, office systems and office equipment 2. All movable equipment storage racks and instructional gear. 3. All audio-visual systems, including widescreen monitors, signal and data processing equipment, and

audio systems. Note that built-in items such as speakers, and structural support assemblies for monitors shall be included under this project but provided under Base Bid.

4. Pool equipment such as lane dividers, life savers, pool skimmers, etc. 5. Portable handicap lift. 6. Moveable observation tower for the instructors. 7. Drying cages. 8. Moveable observation benches. Built-in equipment shall be provided under Base Bid. Also included under the Base Bid are all Structural Interior Design (SID) services, responsible for layout and coordination of all collateral equipment within the programmed spaces. Combat Training Tank & Instruction Building Allowable Area

Category Function Description DD form 1391

DD form 1391 SF RFP RFP SF

Combat Training

Instructions in swimming and survival under combat conditions

2,044.00 22,001.00 2,044.00 22,001.00

Instruction Building

Classroom Instruction 1,736.00 18,686.00 1,736.00 18,686.00

Total 3,780.00 40,687.00 3,780.00 40,687.00 Related amenities and site work includes the following: Demolition: Building demolition is not anticipated. An existing martial arts pit shall be demolished to accommodate the new building construction. All demolition must be coordinated with the Resident Officer In Charge of Construction (ROICC) Camp Pendleton Office. The demolition schedule must be coordinated with the Contracting Officer. Paving and Site Improvements: Provide site signage per BEAP requirements, access drives, parking, sidewalks, trash enclosures, access for delivery trucks and emergency vehicles, permanent monument



signs, curbs and gutters, storm drainage, landscaping, and irrigation. Site preparations also include clearing, excavation, grading and hauling. The wastewater sanitary sewer shall be designed according to the latest version of UFC 3-240-06A Waste Collection and Pumping. Mechanical: Utilities include water, natural gas, sewer, HVAC systems and separate HVAC system for the NMCI Telecom Rooms. Plumbing: Utilities include water and sewer. Electrical: Utilities include electrical distribution systems, exterior lighting and transformers. Life safety fixtures will have backup systems as required. Provide Information Systems including wiring for local area network (LAN), NMCI, fiber optics, telephone, public address, and cable television.

--End of Section--



2.0 PROJECT OBJECTIVES 2.1 Mission Statement Since 1942, Camp Pendleton has been the U.S. Marine Corps' primary location for teaching Marines how to fight and win on the battlefield. Young Marines who learned the fundamentals of infantry weapons and tactics at Camp Pendleton are the same Marine heroes, who raised the flag at Iwo Jima, landed at Inchon, made valiant sacrifices in Vietnam and liberated Iraq. At the School of Infantry (SOI) they train entry-level Marines in basic warrior skills. SOI's training mission ensures "Every Marine is, first and foremost, a Rifleman". They also train Marine leaders from the rank of Corporal to Lieutenant in advanced infantry and light armored vehicle skills. Marines who receive the infantry military specialty are trained at Infantry Training Battalion (ITB), and all non-infantry Marine's are trained in basic infantry and Marine common skills at Marine Combat Training Battalion (MCT). SOI marks a transition in the professional training of entry-level students from basically trained Marines to Marine warriors. The Marine Corps values of honor, courage, and commitment taught to recruits at Boot Camp are a key component to student's personal and professional development at SOI. Graduates are prepared mentally, physically, and morally for the challenges of 21st Century warfare. 2.2 Facility Function This construction project will provide the School of Infantry with a new Combat Training Tank & Instruction Building. A two story building shall house administrative and ancillary spaces to support the new outdoor training tank and administrative and ancillary spaces to support the Basic Reconnaissance Course (BRC) curriculum. The new Training Tank will not be used as a recreational pool. It shall be dedicated for use by the Reconnaissance Training Company (RTC) of the School of Infantry (SOI), seven days a week, year round, for RTC initial screening, Run-Swim-Run, Run-Fin-Run, and Swim Techniques with Fin, per the 2007 Basic Reconnaissance Course POI, and is not available to dependents during the week. The Training tank shall be utilized by other SOI units when not required by RTC for Water Qualification Training. The new building shall also be used by the Reconnaissance Training Company (RTC), School of Infantry (SOI), Monday through Friday, year round. The building will house the following groups:

• Company Headquarters • Instructor Group • BRC Platoon Instructor Cadre • BRC Platoon Instructor Cadre • BRC Platoon Instructor Cadre • Marines Awaiting Recon Training (MART) Cadre • Reconnaissance Team Leader Course • Unit Leaders Course • Communication Cadre

The function of this facility is described below and functional diagrams indicating the spatial relationships of the rooms are provided in Part 6, Conceptual Bubble Diagrams. These functional diagrams are preliminary and should serve as minimum requirements for design. They are intended to express the intent of the project and in no way guarantee a comprehensive design, nor do they fully represent the



needs of the Users. A departure from the diagrams is allowed as long as the design program is met. The Design Build Contractor shall provide a comprehensive design based on requirements stated in this RFP. The Projects shall conform to current adopted codes and applicable UFCs and NAVFAC and Base regulations. A creative design solution for both the floor plan and exterior design is encouraged. The Design Build Contractor’s architect/engineer assumes sole responsibility for the final design. Specific program spaces allocated to each User is outlined below: Combat Training: This facility is required to accommodate mandatory swim qualification, water survival training programs and individual fitness training for students and instructors at the School of Infantry, MCB Camp Pendleton. The Recon Training Company will provide combat water survival skills training in accordance with MCO P3500.73 Reconnaissance Training and Readiness (RECON T&R) while SOI will provide training in survival of initial impact, ditching of gear, egress from the airframe or vehicle, achieving positive buoyancy, utilization of an emergency breathing device and maintaining buoyancy. The personnel must be tested while wearing full combat gear that consists of boots, utilities, helmet, flak jacket, load bearing vest (LBV), cartridge belt, two magazine pouches, two full canteens, rubber rifle and a 40 pound pack. The facility will include but is not limited to the following functional spaces: Outdoor Training Tank: Tank shall be heated. It shall be 98.43 ft. x 164.04 ft (30 m x 50 m) x 16.5' (5.03 m) deep. Provide a minimum of two below-grade viewing windows. Each below-grade viewing window shall be either one large 6’ x 8’ (1.83 m x 2.44 m) window or one large window divided into two 3’ x 4’ (0.92 m x 1.22 m) windows. Locate the two below-grade viewing windows on the deep end of the pool. The windows need to be positioned so the Instructors can view the entire pool from top to bottom, and all sides and corners. At minimum, the centerline of the below-grade viewing windows shall be 5’-0” (1.52 m) below the water line. Access from grade down to the below-grade observation windows shall be via concrete steps to an area large enough to accommodate a minimum of 4 people. The below-grade observation area need not be covered or enclosed.

1. Drying Cages: Wired cages for drying equipment, movable (FF & E).

2. Observation Tower: Moveable observation tower for instructor viewing. Provide space for 3 instructors. The height shall be 7’-6” minimum (FF & E).

3. Dive Tower: Dive tower with dive platforms located at 5 meters, 7.5 meters and 10 meters.

4. Office: Administrative space for staff use.

5. Supply Storage: Storage for training equipment.

6. Pump House: Outdoor area to house the pool operating equipment and pool supplies.

7. Chemical Storage Room: Outdoor area to house pool chemicals. This space can be combined with the pump house.

Instruction: Following recruit training and graduation, the new Marines will go on to fine tune and sharpen their freshly learned military skills and knowledge. To do this, the Marines will report to the School of Infantry which is located at Camp Pendleton, California. Marines who are designated as infantry Marines are assigned to the Infantry Training Battalion, School of Infantry for military occupational specialty training. After graduating, these Marines will be assigned to their first permanent duty station.



All non-infantry Marines are assigned to Marine Combat Training (MCT) Battalion, School of Infantry for training. MCT reinforces and expands on the basic Marine-combat skills learned in recruit training. Following MCT, Marines attend their MOS schools to learn the trade they are expected to perform for the Marine Corps. The portion of the building assigned to Instruction shall include but is not limited to the following functional spaces:

1. Classroom Spaces: Provide classrooms for the Basic Reconnaissance (RECON) Course, RECON Team Leaders Course, and the RECON Unit Leaders Course. The classrooms spaces shall accommodate smart boards which cover entire wall(s) to create teaching walls, projection screens and overhead projectors wired to the teaching station and projection screens for multimedia teaching programs and teleconferencing capabilities as needed.

2. Instructor’s Work Space: Provide private office and open work spaces to accommodate Instructors.

3. Administrative Space: Provide private offices for Commanding Officer, Executive Officer, etc. Additional spaces include, but are not limited to a Conference Room, Supply Room, and Publications Room.

4. Communication Cadre: Provide offices, maintenance areas, and storage rooms.

5. Training Aid Storage: Storage for media (VCRs, video camera, TVs, proximas, MTT equip). Shared building spaces include:

1. Restrooms, Locker Room and Shower: Separate dedicated facilities for use by instructors and by students.

2. Janitor’s Room: Area to house janitorial equipment.

3. Mechanical Room: Area to house mechanical equipment.

4. Electrical Room: Area to house electrical equipment.

5. Telecommunications Room: Area to house telephone/data equipment. 2.3 Project Specific Priorities Design Standards The Marine Corps’ intention is have the highest quality of design possible for this facility while fully meeting all project requirements. Repeating the same architecture as the neighboring buildings is not the intent of this project. The architecture shall be innovative while still being sensitive to the context of the site and surrounding buildings. Key elements to be provided are as follows:

• Create a cohesive Architectural & Interior Design statement that creates a unique and timeless building environment for Users and Visitors. The utilitarian nature of the facilities’ functions does not preclude a creative approach to architecture and design.

• Create a sense of arrival, order, ‘place’ and community in the building’s approach to site planning, site circulation and landscape design.

• Provide High quality, attractive and durable interiors and exterior materials. • Provide low maintenance finishes, equipment and furniture, etc. to provide a long useful service

life while standing up to the extra heavy-duty usage requirements of hard-charging Marines.



Provide a sustainable, energy efficient approach to design and construction that is compatible

with the Navy and Marine Corps’ goals of sustainability, energy conservation, and environmental stewardship.

Below is a list of Options:

Option 1: Solar water heating with connection to a complete and operational pool circulation system. Mount solar heating collection system on a canopy around the pool. The canopy shall be integrated with the Combat Training Pool fencing. The canopy shall not be a separate structure from the fence. At the option of the Contractor, additional surface area for the solar heating collection system can be on the roof the pump/chemical storage room or an additional canopy structure can be installed over the outdoor mechanical and pool equipment.

Option 2: Provide the infrastructure to connect video cameras to view training inside the pool and a microphone to transmit speech into the pool. Provide infrastructure to broadcast images from/to the Combat Training Tank Office and the Instruction Building.

2.3.1 Sustainable Design Integrate sustainable strategies and features into the design to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort to reduce the total cost of ownership of the project using a whole building, life-cycle approach. The facility and all site features shall be designed and constructed using USGBC LEED-NC or equivalent green building rating system as approved by the Government/ Contractor Project Team. The design and construction shall incorporate sustainable design strategies and features to the fullest extent possible, consistent with mission, budget and client requirements. The sustainable design rating level for the project is to achieve LEED-NC Silver and the constructed facility shall be certified by the USGBC as having met the USGBC LEED-NC requirements for the required rating level. The following USGBC LEED-NC Version 2.2 credits and additional requirements are mandatory:

a. WE 3.1 Water Use Reduction: 20% Reduction

b. WE 1.1 Water Efficient Landscaping: Reduce by 50%

c. EA-1 Optimize Energy Performance. For new construction achieve a 30% energy use

reduction below ASHRAE 90.1-2007 or the International Energy Conservation Code (IECC) for low rise residential facilities. For renovations, reduction shall be 20% below pre-renovations 2003 baseline. Reduction shall be calculated in accordance with US Code of Regulations 10 CFR 433, 434, 435 dated Dec. 4, 2006.

d. EA-4 Enhanced Refrigerant Management. Reduce use of Ozone Depleting and Global

Warming Compounds. Eliminate the use of ozone depleting compounds during and after construction where alternative environmentally preferable products are available.

e. MR 2.1 Construction Waste Management: Divert 50% from Disposal.

f. MR 4.1 Recycled Content: 10%. For EPA Designated products, use products meeting

EPA's recycled content recommendations.



g. MR-6 Rapidily Renewable Products: Use products made from rapidly renewable

resources.

h. EQ-3.1 & EQ-3.2 Construction IAQ Management: During Construction & Before

Occupancy

i. EQ-4.1, 4.2, 4.3, 4.4 Low Emitting Materials. Specify materials & products with low

pollutant emissions, including adhesives, sealants, paints, carpet systems and furnishings.

j. EQ-7.1 Thermal Comfort: Design. Design to ASHRAE Standards 55-2004 for Thermal

Comfort and 62.1-2004 for Ventilation for Acceptable Indoor Air Quality.

k. EQ-8.1 Daylight & Views. Achieve a minimum daylight factor of 2% excluding direct

sunlight in 75% of all space occupied for critical visual tasks. Provide automatic dimming controls or accessible manual controls and appropriate glare control.

l. Moisture Control. Establish and implement a moisture control strategy for controlling

moisture flows and condensation to prevent building damage and mold contamination.

m. Bio-Based Products: For USDA designated products use products meeting or exceeding

USDA's biobased content recommendations.

n. Certified Wood: Use certified sustainable wood products.

o. Energy Efficient Products: All energy using products shall either be Energy Star or FEMP

recommended efficiency. Where Energy Star or FEMP recommendations have not been established, efficiency shall be in the top 25% for the type of product procured. All energy using products shall also meet FEMP requirements for low standby power consumption.

The following LEED-NC v 2.2 credits are not applicable to the project and must not be used by the Contractor to obtain the LEED certification.

a. EA-6 Green Power

Ensure sustainable strategies and features in the design phase are incorporated in the construction phase.

Install the LEED plaque issued by the USGBC for this project in a prominent location. The location shall be integrated into the design during the design phase.

2.3.2 Storm Water Management (Low Impact Development) Provide low impact development strategies for compliance with DoD Policy on Implementing Section 438 of the Energy Independence and Security Act (EISA), dated 19 January, 2010 and Penn Memo/NAVY Low Impact Development (LID) Policy, dated 16 November, 2007. Comply with UFC 3-210-10, "LOW IMPACT DEVELOPMENT". These policies are in addition to State or Local storm water management program permit requirements. The DOR shall balance all requirements, Federal, State, Local, LEED and



the above stated policies, and acquire required regulatory permits when managing storm water generated.

The project shall also meet the requirements of WATER QUALITY ORDER 2009-0009-DWQ NPDES NO. CAS000002. NPDES permit requirements include post-construction standards (Low Impact Development BMPs), if construction is not completed, with Notice of Termination filed, by September 2012.

Construction stormwater activities shall comply with the requirements of the most recent California State Water Resources Control Board, Construction General Permit.

2.3.3 Energy Conservation Energy conservation shall be in accordance with UFC 1-200-02, High Performance Sustainable and Building Requirements.

For projects in California, Arizona and Nevada, California Energy Performance Standard Title 24, 2007, has been determined to be the equivalent to ASHRAE 90.1, 2007 and is to be used in lieu of ASHRAE 90.1 for energy consumption calculations.

2.3.4 Building Commissioning Provide Enhanced Commissioning to meet the requirements of USGBC LEED Rating System version 2.2. and UFGS section 01 45 00.05 20, Design and Construction Quality Control. At a minimum Commission the following systems: HVAC systems and controls, lighting controls, and if provided, day lighting controls, refrigeration systems and controls, renewable energy systems, and domestic hot water systems. See the following "Engineering System Requirements" sections in Chapter 6 of the Project Program to determine any additional systems to be commissioned.

Enhanced commissioning shall be the responsibility of the Design Build Contractor to enforce after the completion of the project.

The designated Commissioning Authority (CA) shall meet the qualifications of USGBC LEED Rating System version 2.2 and UFGS section 01 45 00.05 20, Design and Construction Quality Control. The CA shall report results, recommendations, and findings directly to the Government.

2.3.5 Accessibility Requirements Provide barrier-free design in accordance with the requirements of the DEPSECDEF Memorandum "Access for People with Disabilities" dated Oct 31, 2008. The memorandum updates the DoD standards for making facilities accessible to people with disabilities. The US Access Board issued an update of the accessibility guidelines which the DEPSECDEF Memorandum implements with military unique requirements specified in the memorandum attachment. The new DoD, "ABA (Architectural Barriers Act) Accessibility Standard" (DoD ABAAS) and the DEPSECDEF Memorandum are located at http://www.access-board.gov/ada%2Daba/aba-standards-dod.cfm . 2.3.6 Antiterrorism Criteria Design the facility to comply with UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings. This facility will have an occupancy designated as primary gathering in accordance with UFC 4-010-01.

The facility will be less than 3 stories and will not be required to meet the progressive collapse avoidance standards.



The facility is within a controlled perimeter.

Develop the site to provide the standoff requirements listed in UFC 4-010-01. If conventional standoff distances cannot be met, the minimum effective standoff distances must be implemented with selective physical hardening of the building façade and overall structural design. Physical security hardening, if required, will be designed and constructed in accordance with the minimum criteria of MIL-HDBK-1013/1A Design Guidelines for Physical Security Facilities, OPNAVINST 5530.13A, OPNAVINST 5530.14B, UFC 4-010-01 and UFC 4-010-02 DoD Minimum Standoff Distances for Buildings.

UFC 4-010-01 is a multidiscipline UFC therefore all architectural/engineering disciplines need to be aware of the requirements. For example:

• Civil engineers need to be aware that UFC 4-010-01 will affect site location of buildings,

roadways, parking, access roads, and landscaping.

• Mechanical engineers need to be aware that UFC 4-010-01 will affect air intake design and location, utility routing, HVAC controls, HVAC equipment support, and the site location of chillers, compressors and other heavy equipment.

• Electrical engineers need to be aware that UFC 4-010-01 will affect HVAC controls, utility routing, electrical equipment support, mass notification, and site location of substations, transformers, generators, and other heavy equipment.

2.4 Appropriate Design The design solution for this project shall be responsive to the facility’s users’ functional needs and fully support its programmed activities. Emphasis shall be placed on delivering an engaging, innovative architectural, interior and engineering design that provides durability, operational efficiency, sustainability and low maintenance for all materials and environmental control systems. The Facility is expected to provide a minimum useful service life of 50 years. The new facility’s architectural, interior and engineering design shall be forward thinking, innovative, durable and fully functional. Designing to human scale with appropriate architectural massing and expressing the aesthetic qualities of the new facility’s exterior material details are extremely important priorities for MCB Camp Pendleton. The facility shall project a positive and professional appearance; new forms shall be compatible with the existing nearby buildings. The architecture shall be inviting to users, not institutional, not prison-like. Provide natural daylighting at the facility’s interior spaces to the maximum extent and quality possible. A daylight factor of 2 shall be achieved in 90% of all occupied spaces per the Whole Building Design Guide’s Daylighting General Principals and Commitments. See link at .wbdg.org/references/mou_daylight. . Provide photometric analysis to demonstrate compliance. The building’s interior and exterior spaces shall provide pleasant, stimulating and functional environments for administrative, teaching and service activities. The interior position of walls shall provide flexibility to allow reorganization of interior spaces in the future. Demountable partitions shall be incorporated to meet this flexibility requirement. The building interior should be bright and easy to maintain. Finish materials shall be engaging and /or calming in color as appropriate for the spatial function, highly durable, and easy to clean. Colors, patterns, texture of materials, and overall interior design composition shall be sophisticated and timeless as opposed trendy/ associated with the fashion of the current moment. Signage shall be designed shall be designed by the Design-Build Contractor’s Interior Designer and

http://www.wbdg.org/references/mou_daylight.php



coordinated with the Architect of Record. Signage graphics shall be clear, visually prominent, and easily readable with Fonts, Shapes and Colors chosen to stand the test of time. Administrative and Classroom spaces shall have natural lighting. Windows shall be provided in the exterior walls to allow views to the exterior. Fenestrations shall be per the BEAP. The natural lighting shall be controlled by blinds or similar devices while still allowing for classroom darkening as needed for projection/presentation. The landscape architectural plans shall be considered a part of the site design and shall not be packaged with the building architectural plans to expedite the development process. Comply with UFC 3-580-10 Navy and Marine Corps Intranet Standard Construction Practices for NMCI computer equipment space and for NIPRNET requirements and UFC 4-141-04 Emergency Operations Center Planning and Design. Use these documents for planning and design requirements for the project. The Design Build Contractor shall provide the most effective, powerful, functional and optimal choice of design and product in each category or equipment item. Also, throughout the Contract, the Design Build Contractor shall integrate processes and activities that have been shown in practice to be the most effective. The Design Build Contractor shall comply with all requirements specified in the environmental documents, found in Part 6, Environmental Requirements and Restrictions. 2.5 Workflow Process Basic Reconnaissance Course (BRC) is 9 weeks long with an average training day of 15.5 hours and introduces the students to the amphibious reconnaissance environment. During this tenure, they gain working knowledge of the reconnaissance doctrines, concepts and techniques that emphasize ground and amphibious reconnaissance missions. Also, they learn the fundamentals of all types of weapons (air, sea, and land) that are employed in supporting arms such as calling and adjusting naval gunfire, artillery, and close air support. The training is divided in three parts: • Phase 1: Four weeks - Focuses on a wealth of individual skills, including swimming, finning, rucksack

hiking, land navigation, helicopter rope suspension training, communications, and supporting arms. • Phase 2: Three weeks - Focuses on combat patrolling with a mix of classroom and field training,

including a nine-day exercise in full mission profiles. • Phase 3: Two weeks. Training is held in Coronado, California and it focuses on amphibious

reconnaissance, boat operations and nautical navigation. Students practice day and night learning to operate behind enemy lines and how to conduct immediate action drills. Surveillance and reconnaissance skills such as photography with field and underwater cameras are taught along with field sketching and range estimations. In addition, Recon students learn insertion/extraction techniques in Combat Rubber Raiding Craft (CRRC) and Helicopter Rope Suspension Training (HRST). The new Training Combat Tank & Instruction Facility will be used for classroom training needed to support the training required by the BRC. 2.5.1 Hours of Operation Hours of facility operation shall be as follows:

http://en.wikipedia.org/wiki/Naval_gunfire_support

http://en.wikipedia.org/wiki/Artillery

http://en.wikipedia.org/wiki/Close_air_support

http://en.wikipedia.org/wiki/Combat_Rubber_Raiding_Craft

http://en.wikipedia.org/wiki/Helicopter_Rope_Suspension_Technique

http://en.wikipedia.org/wiki/Helicopter_Rope_Suspension_Technique



Combat Training Tank Monday through Sunday: Open: 0500 hours Closed: 2400 hours

Instruction

Monday through Friday: Open: 0400 hours Closed: 2200 hours

2.5.2 Staffing/Occupancy The Number of persons listed below describes the anticipated staffing and user levels.

Type of Occupancy No. of Persons Description of Activity

Students 255 Marines undergoing training at the School of Infantry Instructors 65 Instructional Training Full Time Staff (TT) 2 Instructional Training Anticipated Number of Staff and Users 322

2.6 Special Design Challenges Special considerations of the site are essential. The final location of this building and any associated parking must meet Anti-Terrorism Force Protection (AT/FP) clearances. The new facility will be located amongst existing buildings along Basilone Road. Any utility shut down, disconnection, and/or relocation of utilities shall be coordinated with these adjacent projects and the ROICC. See Part 6, Attachment F, References for the BEQ Package 7 Record Drawings. This project is required to coordinate with the following ongoing projects: P-1093, P-1043, P-1044, P-1046, and P-1048. Location of the site entrances and driveways must be designed to provide the most direct and simple traffic circulation flow in and out of the project site. Environmental: All construction activities, including storage and laydown areas, are to occur entirely within the project boundary as defined in the Environmental Assessment (EA) located in Attachment D and F. The contractor shall be responsible to include all of the impact avoidance and mitigation measures that are listed in the EA with the exception of the biological monitor which will be provided by the Government. The contractor shall coordinate with the Government biological monitor in accordance with the EA. The Contractor must also stay within the “Alternative 1” project site as shown in the EA. The contractor shall also be aware of the existing Biological Resources located in the project area. At minimum, the contractor shall be responsible for the following:

• Avoid impacts to arroyo toad, southwestern willow flycatcher, and least Bell’s vireo. The construction contractor shall implement measures, including restricting vehicular access to



existing roads and developed areas, installing and maintaining temporary silt fencing, covering dirt/sand piles, holes, and trenches, pre-construction surveys, monitoring of construction activities and noise levels by a qualified biologist, to avoid impacts to federally listed species, including arroyo toad, southwestern willow flycatcher, and least Bell’s vireo.

• Exotic Plant Species Control. To comply with EO 13112, National Invasive Species Act, Federal

Noxious Weed Act, the Noxious Plant Control Act, and MCO P5090.2A 11200.7, all equipment and/or vehicles would be power-washed before entering MCB Camp Pendleton.

• Avoid impacts to federally listed, regionally sensitive, and/or Migratory Bird Treaty Act (MBTA)-

protected nesting bird species. If nest surveys are required for listed birds, migratory birds would be surveyed for as well. Measures to avoid impacts to migratory birds would follow those for the listed birds. For utility line installations, the contractor would follow raptor protection guidelines. The government will NOT allow construction in the outflow area during the peak-breeding season (15 February – 31 August).

• Revegetate cut slopes and other areas disturbed by construction. Cut slopes and other areas

disturbed during construction (e.g., staging and lay down areas), but not planned for development, would be restored and revegetated to their original condition using drought tolerant native vegetation.

Air quality shall also be managed by the following:

• Fugitive dust control measures. The construction contractor would implement dust control measures during all proposed ground disturbance activities.

• Construction equipment emission control measures. The construction contractor would implement construction equipment control measures during all proposed construction activities, where feasible.

• Procurement of operational equipment. Approval for the procurement of all operational equipment

proposed for use on-site that would generate air emissions would be routed through MCB Camp Pendleton Environmental Security for approval.

While construction activities will be conducted during the breeding season, a buffer will be established around any active vireo nests to minimize potential disturbance related to noise and construction activity. Moreover, the lighting associated with the project will be shielded and directed away from adjacent open space. No nighttime construction will occur. Vehicle travel within and adjacent to the project footprint will be limited to daylight hours as arroyo toads use roadways primarily during nighttime hours. Toads: Temporary silt fencing shall be installed, with the qualified biologist present, at least 2 weeks prior to construction activities around the perimeter of the project footprint, including laydown areas, to exclude arroyo toads from entering work areas. Refer to Attachment E in part 6 of the RFP for approximate silt fence locations. Contractor shall submit their proposed locations of the silt fence to the base Environmental Security and the Government Biological Monitor for review and approval. Fencing will extend below ground to a depth of about 6 inches to prevent arroyo toads from burrowing beneath the fence. If it is not possible to extend fencing below ground, sand bags will be placed over the bottom lip of the fence to hold it in place. The qualified biologist will check the fence daily for breaches and for presence of arroyo toad along the fence line. If the fence is appreciably breached and potential exists for arroyo toad to access the construction area, night surveys will be repeated prior to commencement of work. If juveniles are



detected in or adjacent to the project site during the day, site access will be monitored for presence of arroyo toads. The Government will provide a bio monitor. The Design Build Contractor is required to coordinate all construction activities affecting endangered or affected species with the bio monitor. If an Arroyo toad is located, contact Environmental Security at 760-725-4512 to have the animal moved. Do NOT touch, disturb or attempt to move any toads! Birds: Clearing and grubbing of the storm water outfall shall be completed outside the breeding season (the breeding season is from February 14 to September 15). If work is to the storm water outflow is completed during the breeding season, a bio monitor will be required two days a week during the breeding season to look for nesting threatened and endangered birds. If a threatened and endangered bird is located within the project footprint, and is determined to be nesting or conducting nesting behavior, construction shall be halted and Environmental Security shall be contacted at the above numbers. The project work areas will be limited to sites specified in the project description. Parking, driving, laydown, stockpiling, and storing vehicles and equipment will be limited to existing roads and previously compacted and developed areas. No off-road traveling will be permitted outside the project boundary. See Part 6, Attachment D and F, Environmental Requirements and Restrictions. Landscaping shall be in accordance with the MCB Camp Pendleton BEAP. The landscape design shall be integrated in the overall project design. The landscape architectural plans shall be a part of the site design package and shall be submitted with it. The milestone review submittals shall be at an adequate level of completion or will be rejected by the Government Landscape Architect. The Design Build Contractor shall provide at minimum the design and level of finishes shown in the following images. The images depict possible styling and interior themes which shall be explored during the design process. The images are only for reference only and shall not be replicated in their entirety.

Fig. 2.6.1 Pool with Diving Tower Fig. 2.6.2 View of Diving Tower



Fig. 2.6.3 Example of eight lane pool Fig. 2.6.4 Example of eight lane pool (Note: a catwalk is not required in this project.)

Fig. 2.6.5 Office with Reception Desk Fig. 2.6.6 Private Meeting Room adjacent to

an Open Office

Fig. 2.6.7 Office with Demountable Partitions Fig. 2.6.8 Office with Demountable Partitions



Fig. 2.6.9 Open Office Furniture Fig. 2.6.10 Open Office Furniture The Users envision a modern, state of the art Combat Training Tank & Instruction Building. The design of this facility shall be forward thinking, timeless, and flexible. 2.7 Adaptability and Flexibility The Design Build Contractor shall consider functional flexibility in the design. It is desirable to organize structural and other building elements in such a way as to provide for future cost effective exterior and interior modifications. The new facility must adapt to the site and blend in with the existing installation’s architectural context to create a cohesive campus atmosphere. The construction activities cannot interrupt the operation of the adjacent buildings. The facilities shall comply with ABA requirements stated in Section 2.3.4 of Part 3 of this RFP.

--End of Section--



3.0 SITE ANALYSIS

Figure 3-1: Existing Site 3.1 Existing Site Conditions 3.1.1 Natural Constraints Topography: The site slopes downward to the south towards the San Onofre Creek (See figure 3-1). Vegetation / Landscaping: The site contains light vegetation and few trees. Wildlife: The site is within endangered species’ habitats. Coordinate with the Environmental Assessment (EA) document dated October 2012 and with Base Environmental Security for project requirements.

New BEQ Parking Lot Site

N San Onofre Creek

BEQ Package 7

Site

Approx. P-1008 Project Limits (EA boundary)

Training Tank Site & Applied Instruction

Facility Site

Laydown Area

Existing Underground Stormwater Detention

Facility

Martial Arts Pit



Climatology: Weather patterns at Marine Corps Base Camp Pendleton are dominated by a subtropical ridge with a shallow marine layer and the moderating effects of the California current off-shore. This Mediterranean climate creates a semi-arid condition with warm, dry summers and mild winters. Precipitation averages just over 254 millimeters (10 inches) per year, associated with low intensity storms in the winter and spring. Winds are usually gentle and come from the west, especially during summer afternoons. The average annual temperature is about 17 degrees Celsius (63 degrees Fahrenheit). Wetlands: No wetlands have been identified onsite. A ponding area is shown in Figure 3-2 and shall be protected in place as described in the Environmental Assessment. Temporary silt fencing shall be installed, with a qualified biologist present, at least 2 weeks prior to construction activities around the perimeter of the project footprint, including laydown areas, to exclude Arroyo Toads from entering work areas. See the Environmental Assessment attached in Part 6 of this RFP.

Figure 3-2: Laydown areas Subsurface Conditions: See the geotechnical investigation attached in Part 6 of this RFP.

Laydown Area Laydown Area

Ponding Area. Protect in place per EA



3.1.2 Man-Made Constraints Existing Vehicular Access and Circulation: See Figure 3-1 of this chapter. Basilone Road is adjacent to the northern boundary of the site. There is also an existing, partially paved road along the southern boundary of the site and an unofficial dirt access road on the west edge of the site. Site Utilities: See the drawings in Part 6 of this RFP. The site contains aboveground and belowground utilities including, but not limited to, water, sewer, storm drain, gas, electrical and communication lines; hydrants, utility and light poles, overhead lines and manholes. Site Drainage & Stormwater Runoff: The site generally drains to the southwest toward San Onofre Creek. Please refer to Existing Site Conditions, attached in Part 6 of this RFP, for existing drainage and topography. Existing Buildings: There are no existing buildings onsite (within the project boundaries). Nearby Proposed Facilities: The P-1008 BEQ project has been completed. See the As-Built BEQ plans attached in Part 6 of this RFP. The contractor shall coordinate with the following ongoing projects as well as any other project not mentioned in this RFP: P1093, P1043, P1044, P1046, and P1048 Hazardous Material and Waste: No Hazardous material or wastes have been identified onsite. Adjacent Land Use: Northwest of the site is open space, northeast will be a new parking lot, west is open space with an obstacle training course and a fuel station in the process of closing, east is the newly completed BEQ, and south is San Onofre Creek. 3.2 Site Development Requirements 3.2.1 Building Footprint The training tank and building footprint shall not exceed 40,687 square feet (3,780 square meters) per the DD1391. The footprint does not include the pool deck. Building location shall comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings and should take into consideration the location of future martial art pits and other potential development in and around the project area.

3.2.2 Vehicular Access and Circulation Vehicular access and circulation shall comply with the most recent UFC 3-210-02 POV Site Circulation and Parking; UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings; accessibility requirements; Marine Corps Base Camp Pendleton, Base Exterior Architecture Plan (BEAP); and Marine Corps Base Camp Pendleton, Camp Pendleton Requirements (CPR). Provide fire lanes and access roads for all vehicles as required by applicable codes, criteria, Camp Pendleton Fire Department, Camp Pendleton special requirements, NFPA 1, and as indicated in Part 3, Chapter 6, Section G10 Site Preparation, and G20 Site Improvements, and other site constraints



indicated in attachments in Part 6 of the RFP. In general, fire trucks must have access to the building, and must be able to come as close as 33 feet (10m) from minimum one side of the building. Fire lanes, limited access walkways, driveways may be paved with materials other than asphalt concrete materials, or impervious materials. All fire access roadways shall be all-weather and shall have a minimum inside turning radius of 37ft, per the Camp Pendleton Requirements (modified from the DOT Turning Radius Requirements of 40ft inside radius for ladder trucks). See Part 3, Chapter 6, Section G20 Site Improvements for details. An access road shall be provided to allow vehicular access for emergency vehicles to the pool and pool deck. An access road shall be provided to allow delivery of chemicals and equipment (53-foot semi-trailers) to the outdoor pool equipment and storage area. It is desired to have the following pavement types be used to the maximum extent practicable: permeable concrete pavers, or perforated concrete block pavers such as grasscrete. Trash trucks must be able to front load dumpsters from their enclosures. Provide curb and gutter to allow proper drainage of new roadway improvements. The unofficial dirt access road on the west edge of the site shall be maintained or restored/repaired if damaged during construction. Site Access Vehicular and service site access shall be from Basilone Road. Provide a minimum two site access points similar to figure 3-3. Provide access for delivery trucks, fire trucks and dumpster trucks.

Figure 3-3: Proposed Site Development

Ponding Area. Protect in place per EA

Laydown Area

Combat Training Tank

Laydown Area


Dual Trash Enclosure

Existing BEQ

ABA path to BEQ


Facility



Pedestrian Access and Circulation (flow, paths, sidewalks, etc.) Provide paved sidewalks (minimum five feet wide) and parkway plantings on the project perimeter along main access roads to connect facility elements and to connect with existing sidewalks; see also BEAP Section 3.7C. Sidewalks and streetscape shall comply with BEAP and user requirements. Pedestrian pavement design shall be coordinated with the NAVFAC Architect and Landscape Architect. It is desired to have the following pavement types be used to the maximum extent practicable: permeable concrete pavers, or perforated concrete block pavers such as grasscrete. All even grade transitions from public walkways to traffic/parking areas, including handicapped access ramps, shall have truncated dome plates, per ABA guidelines.

3.2.3 Other Site Improvements: Provide a training tank, pool decking, pool drain lines, diving tower, and below-grade observation windows and rooms. Solar water heating equipment mounted on poolside shade structures is a desirable item. Bleachers shall be provided as FF&E. Landscaping: Provide landscaping in compliance with the BEAP and UFC 3-201-02, Landscape Architecture. Low maintenance landscaping is desired. The contractor shall only use inorganic mulch varieties. Provide a minimum of four (4) different groupings of inorganic mulches throughout project site. The proposed inorganic mulches will vary in color and size. Contractor will provide samples of the inorganic mulch during the design phase of the project and prior to completion of the construction documents for Government review and approval Utilities: The Contractor shall conduct a detailed investigation to determine/verify all code regulations, invert elevations, slopes, the physical conditions of the existing utilities, proposed invert elevations and hydraulics, demands of the project, etc. Provide utility services and connections to the existing system for potable water, fire protection water, sewer, power, gas and telecommunications. Approximate point of connections for utilities are shown in Figure 3-4.



Figure 3-4: Utility Approximate Point of Connections Signage: Provide signage in compliance with the BEAP and Manual on Uniform Traffic Control Devices (MUTCD). Site Drainage & Stormwater Management: Maintain or restore, to the maximum extent technically feasible, the predevelopment hydrology of the property with regard to the temperature, rate, volume, and duration of flow. The Contractor shall conduct a detailed investigation to determine/verify all regulations. The Contractor shall meet the requirements of the applicable regulatory agencies that govern drainage and stormwater management. The project shall comply with the Energy Independence and Security Act (EISA), Section 438; and UFC 3-210-10 Low Impact Development for stormwater management. Use the Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act, developed by the United States Environmental Protection Agency. The technical guidance can be found at http://www.epa.gov/owow/nps/lid/section438/. Construction stormwater activities shall comply with the requirements of the most recent California State Water Resources Control Board, Construction General Permit.

Combat Training Tank


Existing BEQ

ABA path to BEQ


Facility

Storm Drain POC (Bypass)

Existing 48” RCP

Storm Drain POC (For Treatment)

Existing 18” RCP

Sewer POC. Existing 12”

Gas POC to Existing 6” PVC

Gas

Domestic/Fire Water POC to Existing 14”

AC Water Main

Electrical POC to existing

Electrical POC to existing

Comm. POC to existing manhole



Prepare a project-specific drainage report (hydrology & hydraulics) and a water quality technical report, both stamped and signed by a licensed civil engineer. The contractor shall also prepare and maintain a Storm Water Pollution Prevention Plan (SWPPP). The reports shall demonstrate the project’s compliance with all applicable codes, regulations and standards. The contractor may utilize the existing underground stormwater detention facility for stormwater management to meet or exceed the stormwater requirements. Contractor to field verify capacity, operation and functionality of the existing underground stormwater detention facility for appropriate use, to meet and/or exceed all stormwater requirements. The contractor shall provide appropriate supporting calculation and evidence for appropriate use of the existing facility, within the respective project-specific drainage and water quality technical reports. Additional stormwater treatment devices may be necessary to comply with all stormwater requirements. Dewatering: Dewatering is not anticipated for this project. Provide temporary dewatering in accordance with local agency requirements as necessary. Refer to the Subsurface Investigation provided in Part 6 of this RFP for groundwater level data. Site/Building Demolition: Contractor shall demolish existing martial arts pits located within the project site. Contractor to salvage existing rubber mulch located in the martial arts pits and turnover to unit area. Coordinate with SOI Area Facility Manager (AFM) Steve Thompson (760) 725-7892 for ultimate stockpiling location. Site Clearing: Clear the site as necessary to construct the building and all appurtenances. Fencing: Provide steel louver paneled fence around the training tank. Provide double swing metal gate for vehicle access. Provide fencing to comply with ATFP requirements. Construction Access / Lay Down Area: The Contractor lay down area shall not obstruct existing vehicular traffic. Coordinate with the Resident Officer In Charge of Construction (ROICC) for an acceptable construction access and lay down area. The contractor laydown and storage area(s) must be within the project limits approved in the environmental assessment. Temporary silt fencing shall be installed, with a qualified biologist present, at least 2 weeks prior to construction activities around the perimeter of the project footprint and laydown areas, to exclude Arroyo Toads from entering work areas. See the Environmental Assessment attached in Part 6 of this RFP. Permits: The Contractor is responsible for applying for and obtaining all applicable permits. Sustainable Development: The minimum sustainable design rating level for the project is to achieve LEED-NC v2009 Silver and the constructed facility shall be certified by the USGBC as having met the USGBC LEED-NC v2009 requirements for the required rating level. ATFP: The project shall comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.



All exterior trash receptacles shall have a minimum standoff distance of 30 feet from inhabited buildings, per ATFP clear zone requirements. All buildings shall have a minimum standoff distance of 76 feet from inhabited buildings. UFAS/ABA: The project shall comply with DoD Architectural Barriers Act (ABA) Accessibility Standard. Environmental Assessment: See EA requirements and restrictions attached in Part 6.

3.2.4 Environmental Constraints The contractor shall comply with the conservation measures listed in the EA and shall coordinate with the Government Biological Monitor.

--End of Section--



4.0 BUILDING REQUIREMENTS 4.1 Space Tabulation The Space Tabulation tables below represent preliminary information from the User describing general space requirements. During the design process, the Design Build Contractor shall work with the Client to confirm the space requirements and effectively utilize the maximum allowable space. Note: The ‘# of Occupants’ column describes the number of occupants allowed by the UFC/applicable Building code. The maximum square footage of each facility shall not exceed the size specified in Part 3, Chapter 1 and the Congressionally Enacted Form DD1391.



4.1 Combat Training Tank / Instruction Building

Space Name # of spaces

Total SF (Net)

Total (Net)

Min. Ceiling Height

(ft)

Min. Ceiling Height (cm)

Number of Occupants based on

IBC Remarks

Administration (Combat Training Tank) Office 1 200.00 18.58 9 274.32 2 Provide space for 2 workstations

Training (Combat Training Tank) Combat Training Tank 1 16,145.87 1500.00 - - 323 Outdoor Training Tank Storage Room 1 187.00 17.37 9 274.32 1 Classroom Classroom A - Basic RECON Course (BRC) 1 1,295.00 120.31 10 304.80 70 SF calculated from P-80 and is min.

Classroom B - Basic RECON Course (BRC) 1 1,295.00 120.31 10 304.80 70 SF calculated from P-80 and is min.

Classroom C - Basic RECON Course (BRC) 1 1,295.00 120.31 10 304.80 70

SF calculated from P-80 and is min.

Classroom D – RECON Team Leaders Course 1 550.00 51.10 10 304.80 25 SF calculated from P-80 and is min.

Classroom E – RECON Unit Leaders Course 1 900.00 83.61 10 304.80 20 Computer lab classroom.

Instruction Group

Platoon Sergeant 1 90.00 8.36 9 274.32 1

SF calculated from P-80 and is min. Provide space for full-height uniform locker and also a 3x3x3 mesh cage for field gear.

Open Office 1 350.00 32.52 9 274.32 5

All Instructors in this office need a full-height uniform locker at their desk and also a 3x3x3 mesh cage for field gear.




Total SF (Net)

Total (Net)

Min. Ceiling Height

(ft)



IBC Remarks

BRC Platoon Instructor Cadre

BRC Platoon Sergeant 1 90.00 8.36 9 274.32 1


Open Office 1 630.00 58.53 9 274.32 9

All Instructors in the building need a full-height uniform locker at their desk and also a 3x3x3 mesh cage for field gear.




Open Office 1 630.00 58.53 9 274.32 9





Open Office 1 630.00 58.53 9 274.32 9


MART Cadre

MART Platoon Sergeant 1 90.00 8.36 9 274.32 1





Total SF (Net)

Total (Net)

Min. Ceiling Height

(ft)



IBC Remarks

Open Office 1 350.00 32.52 9 274.32 5


RECON Team Leaders Course

Chief Instructor 1 90.00 8.36 9 274.32 1


Open Office 1 770.00 71.53 9 274.32 11


Communications Cadre

COMM Platoon Sergeant 1 90.00 8.36 9 274.32 1


Open Office 1 210.00 19.51 9 274.32 3


COMM Storage 1 600.00 55.74 9 274.32 3

High density mobile storage system such as FILEFAX. Provide all necessary infrastructure to support system. Also provide all software required by the Users. Provide exterior access.

Maintenance Area 1 120.00 11.15 9 274.32 1 Open Storage 1 400.00 37.16 9 274.32 1 Battery Storage/Hazmat Storage/Secured Radio Storage

1 360.00 33.44 9 274.32 3 Provide exterior access. This function can be separated into




Total SF (Net)

Total (Net)

Min. Ceiling Height

(ft)



IBC Remarks

three separate rooms as long as the Hazmat Room is provided exterior access.

Unit Leaders Course

Chief Instructor 1 90.00 8.36 9 274.32 1


Storage in Chief Instr. Office 100.00 9.29 9 274.32 1 Secured room.

Open Office 1 140.00 13.00 9 274.32 2


Administrative Commanding Officer 1 150.00 13.94 9 274.32 1

Executive Officer 1 100.00 9.29 9 274.32 1

First Sergeant 1 100.00 9.29 9 274.32 1

SNCOIC Master Sergeant 1 100.00 9.29 9 274.32 1

Operations Chief 1 100.00 9.29 9 274.32 1

RECON Training Continuum Manager 1 100.00 9.29 9 274.32 1

Administration Clerk 1 60.00 5.57 9 274.32 1

Supply Storage 1 100.00 9.29 9 274.32 1

Publications Room 1 200.00 18.58 9 274.32 2

Conference Room 1 500.00 46.45 9 243.84 23 Minimum square footage.

Support Spaces

Training Aid Storage 1 120.00 11.15 9 274.32 1




Total SF (Net)

Total (Net)

Min. Ceiling Height

(ft)



IBC Remarks

Restroom/Shower/Locker – Men’s - Instructors 1 800.00 74.32 8 243.84 -

Provide a minimum of 8 showers, 6 heads, 8 urinals, and gym-style lockers for all 72 instructors

Restroom – Men’s 1 200.00 18.58 8 243.84 - Each floor – Provide number of toilets, urinals, and lavatories per UBC.

Restrooms – Women’s 2 215.00 19.97 8 243.84 -

Each floor – Provide a shower in the Instructor’s restroom. Provide number of toilets and lavatories per UBC.

Janitor’s Room 2 120.00 11.15 8 243.84 1

Mechanical 1 175.00 16.29 - - 1 Some of the equipment can be located outside in an enclosed area per AT/FP requirements.

Electrical 1 100.00 9.29 - - 1 Ceiling can be exposed to structure. Telecommunications 2 180.00 16.72 - - 1 SIPR Room 1 100.00 9.29 8 243.84 1 Security construction as required. Pump Room / Pool Chemical Storage (Outdoor) 1 1,800.00 100.61 - - 6 Ceiling can be exposed to structure.

Fire Protection Room 1 90.00 8.35 - - 1 Ceiling can be exposed to structure. Circulation Space

Stairs 2 50.00 4.65 - - - Stairs located on the exterior, partially covered.

Elevator 1 200.00 26.01 - - -

Elevator Room 1 80.00 7.43 - - 1

TOTAL NET USE AREAS 33,268.00 3,090.7 This does not include circulation.




Total SF (Net)

Total (Net)

Min. Ceiling Height

(ft)



IBC Remarks

TOTAL GROSS AREA 40,687.00 3,780.00 364 Miscellaneous/ Circulation Area (net area x 1.22)

TOTAL GROSS AREA ALLOWED BY THE DD1391 40,687.00 3,780.00 The area is determined by the 1391 congressional funding document and cannot be

exceeded.

The Design Build Contractor shall provide actual area in square feet and square meters in proposal.



4.2 Space Relationships See Part 6, Conceptual Bubble Diagrams, for programming relationships within the new facility. Coordinate with the Users to ensure spatial adjacencies are provided. Providing the appropriate direct relationships between each functional group will enhance functionality and efficiency of work. Extensive interviews with the Users and a close study of their existing and new space requirements is required to develop the floor plans. The interior of the buildings shall provide a pleasant and functional environment for the administration, training, and work areas. Combat Training Tank / Instruction Building The Administrative and Instructor restroom/shower/locker facilities used by the Combat Training Users shall be grouped together. The Student restroom/shower/locker facilities shall be sized to accommodate the student population. Both restroom/shower/locker facilities shall be accessible to pool side. Provide an outdoor pool with varying depths. The diagram shown below shall not be construed as the final depth designs. The final design may be deeper than the pool depth profile shown below. The Designer of Record shall provide pool depths which meet the latest version of the FINA Handbook. Note, 15’-0” is the minimum depth. 16’-5” is the preferred depth and shall be the depth of the new Combat Training Tank.

A concrete apron shall be provided around the pool. The width of the apron shall be wide enough to safely walk around the pool and bleachers.



The moveable Observation Tower (FF & E) shall be located to provide the best viewing vantage for the Instructors. The Observation Tower shall be large enough to hold up to 3 Instructors. It should be at least 7’-6” (2.89 m) high. Provide three sets of bleachers (FF & E) large enough to seat 25 people each. They shall be moveable and easily stored. The Indoor Mechanical Room, Electrical, and Telecommunications Rooms shall be accessible to the exterior. The Pump/Chemical Storage Room shall be located outside of the Instruction Building in a covered enclosure. Additional mechanical and pool equipment shall be located outside. Provide a minimum 8-ft (2.44 m) high CMU fence/metal fence all around the facility. The fence shall have an attractive design. The fence shall be designed to deter trespassers. Provide a 10-ft (3.05 m) wide gate for emergency vehicle access. In areas other than where new landscaping is provided, install concrete pavement and/or pavers to the limits of the site boundaries. See example of acceptable fence design.

The following Instruction spaces shall be distributed on two floors:

• Classrooms • Support Spaces • Restroom/shower/locker facilities • Instructor’s Work Spaces • Administrative Areas

The Communication’s Storage, Hazardous Material Storage, Mechanical, Electrical, and Telecommunications Rooms shall be accessible to the exterior. A telecommunications room shall be provided on each floor. The second story telecommunication room does not need to have access to the exterior. In areas other than where new landscaping is provided, install concrete pavement or pavers at circulation paths around the Instruction Facility and the Combat Training Tank as well as ABA compliant access paths.



4.3 Exterior Character In addition to functionality, the appearance of each facility is important. Exterior character of the buildings shall be elegant, straight forward, aesthetically pleasing, harmonious with the immediate surrounding built environment, and shall conform to the MCB Camp Pendleton BEAP, and other requirements stated herein. It is not necessary to match the existing architectural typology of the surrounding architecture, but the design shall be creative while still upholding the principles of the MCB Camp Pendleton BEAP. The buildings should employ variable building setbacks, height, roof treatments, door and window openings, facade protrusions and recesses to create interest. Public entryways should be clearly defined by the use of overhangs, projections, etc. Access to daylight has a direct correlation with productivity and employee well being. The project will need to provide the maximum windows feasible for all areas, unless otherwise noted. At minimum, project shall meet the requirements of LEED EQ Credit 8.1. This can be achieved with the use of windows and clerestories. Architecturally blend security features into the building, site, and landscape improvements. Use principles of sustainable design and energy conservation consistent with Base policies and objectives. Exterior materials and finishes shall be durable and require little, if any maintenance. The installation shall project a professional military appearance, clean and uncluttered, while responding to the intended function. All materials, hardware, and equipment provided for this project shall be of institutional, commercial, or heavy-duty quality/grade. All project components must be capable of withstanding heavy use and must require only minimal maintenance. Materials and equipment designated or regarded as less than institutional, commercial, or heavy-duty quality/grade, such as residential grade items, are prohibited. All materials, hardware, fixtures, furnishings, equipment, and other building components shall be new. Obsolete fixtures, furnishings, and equipment are prohibited. All fixtures, furnishings, and equipment that are provided for this project shall be current manufacturer’s models. Innovative architecture which can successfully integrate the site, sustainable features, and compliance with the MCB Camp Pendleton BEAP is preferred. In addition to BEAP requirements, adhere to the following design principles to achieve the intent for exterior appearance: 1) Consider the following compatibility guidelines:

a) Use of structural elements. b) Use of materials and accents. c) Use of passive solar shading. d) Use of colors and textures.

2) Use of Concrete Masonry Units (CMU):

a) The BEAP requires the use of precision and split-faced CMU for exterior finish with standing seam metal roof. However, provide variety in the architectural palette, a combination of enhanced finish block (such as scored face or split-faced) and precision finish block is acceptable. The Base will consider various innovative architectural roof designs which comply with the Base BEAP to accommodate the capture of renewable energy.

b) Maximum 60% Split Face, 40% of CMU shall be Precision Block, and up to 5% of an approved accent color.



c) Use of enhanced finish block such as glazed, grind polish, etc. is preferable, but not limited to, the lower floor levels of the building(s).

d) All CMU shall be integral colored. Color of block shall meet the BEAP. 3) Thoughtful and consistent use of accent features to provide visual design interest such as:

a) Use architectural features as accent enhancement at primary entrances, and other key visual/functional locations. Use of other architectural accent element at entries may be acceptable if it adds value to the building design. Windows placed within an architectural frame or element.

b) Horizontal banding, such as bands of precast concrete/cast stone, precision face, scored CMU or accent color block. Face of accent banding shall be offset from face of field CMU.

c) Use continuous precast concrete or cast stone window sills and lintels and as accent elements to the exterior design.

d) Provide interest with the block using color, texture, and pattern 4) The Building’s architectural design shall relate to the human scale. 5) Use of exterior building features to provide shade and shadows. 6) Use of mechanical equipment screening features. Use of architectural screening materials shall

compliment the architectural style and materials of the buildings.

7) Entries shall be well defined and recognizable to building users. Provide floor patterns using color and texture to provide interest. The material shall be pavers or integral colored concrete.

8) Overhangs with finished soffits shall be incorporated into all sloping roofs.

9) Wall penetrations, louvers, grilles and vents sized and located so as not to appear obtrusive on

wall surfaces. 10) Avoid massive ends of buildings by lowering roof volumes or other means to achieve human

scale.

11) Incorporate an exterior lighting scheme. Exterior lighting increases safety, enhances appearance and provides a sense of orientation and security. Install appropriate lighting for the functional aspects of the project that are compatible with the installation and architectural design.

12) The following features are prohibited:

a) Monotonous use of repetitive design features. b) Long, unbroken wall planes without planar relief. c) Long, unbroken roof lines. Massive, unarticulated roofs. d) Flat roofs and false mansard type roofs. e) Visible roof-mounted or unscreened equipment. f) Mechanical equipment enclosures such as meter closets which appear “tacked-on” to the

building. g) Windows and doors without trim or recess. Windows and door openings flush with the

building facade.

4.4 Construction and Life Safety Construction shall conform to the fire resistance requirements, light, and ventilation requirements, floor area limitations and height limitations of the IBC, except as modified herein. Facility building/structure(s) shall be of Type I or Type II only. Structures shall conform to the exit requirements, means of egress, and hazard protection requirements of NFPA 101.



Design shall support the functional needs of the users, activities and related equipment.

--End of Section--


PART 3 - CHAPTER 5 – Page 39

5.0 ROOM REQUIREMENTS The Room Requirements tables below represent preliminary information from the User describing general requirements. During the design process, the Design Build Contractor shall work with the Users to confirm the room requirements and effectively utilize the maximum allowable space.

5.1 Combat Training Tank / Instruction Building 5.1.1 Office (Combat Training Tank)

Space Characteristics Function/adjacencies: Provide administrative space for Instructors. Office should have views to the exterior. Provide a control counter with transaction window with sill facing the pool. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Access: Provide direct access to the pool area and building entry. Uniformat Section Description Qty Size Specific Requirements

B2020 Exterior Windows As Req’d

As Required

Provide as much day lighting as possible in the office. Provide transaction window for communications.

C101001 Fixed Partitions SF Gypsum wall board (GWB) over metal studs. Painted.

C1020 Interior Doors EA 3’-0”x7’-0” Hollow metal doors, painted. Vision panels shall be provided in areas as required for safety.

C102007 Interior Door Hardware

As Req’d

As Required

C103004 Identifying Devices

EA Room ID Signage.

C103008 Counters LF Provide solid surface counter at transaction window.

C3020 Floor Finishes SF Vinyl tile/planks.

C3020 Floor Finishes LF 4” min Rubber wall base.

C3030 Ceiling Finishes SF 24” x 48” Suspended acoustical ceiling tile.

D304007 Exhaust Systems MBH Provide the most efficient HVAC system.

D4010 Fire Alarm and Detection System

LF



Uniformat Section Description Qty Size Specific Requirements

D4040 Sprinkler Systems

EA As Required

D502001 Branch Wiring As Req’d

Provide outlets for workstations and outlets at regular intervals for convenience.

D502002 Lighting Equipment

As Req’d

Provide lighting typical for administrative applications.

D503001 Telecom. System EA

Provide phone lines and data lines as required. NMCI is required.

D503002

Public Address System

SF

D503004 Television Systems

EA Provide one (1) CATV line

E302002 Window Treatments

EA As Required

Solar shading window coverings.

E202003 Freestanding Furniture and Files

EA Provide standard office furniture or workstations and shelving. (Part of FF & E.)



5.1.2 Combat Training Tank

Space Characteristics Function/adjacencies: Locate adjacent to the Office and Restrooms/Showers/and Locker

Rooms.

Provide direct vehicular access to serve four purposes: emergency medical, maintenance building, and fire protection.

Special Dimensions: 98.43-ft. x 164.04-ft (30 m x 50 m) x 16’-5” (4.88 m) deep. Special Requirements: Provide three moveable and telescoping bleachers to hold 25 students

each. Ensure visual access from the control counter to the pool entrance. The width of the deck area must be governed by usage, however, a minimum of 15 ft (4.57) clear shall be provided around the pool deck. When the bleachers are in use, at 15 ft (4.57) clear area shall also be provided. Provide enough deck area to accommodate pool deck equipment, free movement of instructors and swimmers. The pool must be ABA accessible. The Contractor shall avoid and/or minimize the use of ferrous metal throughout this area except for stainless steel. Any stainless steel products in this space shall be Type 316.

Option 1: Provide solar heating system mounted on structural supports

connected to the new exterior fence surrounding the Combat Training Tank. Coordinate the surface area for mounting the solar heating system with the heating requirements.


B2010 Exterior walls SF Fence comprised of a combination of CMU block and metal panels. Epoxy or semi-gloss or better enamel paint on CMU block.

B203001 Exterior Doors EA 3’-0”x7’-0” Hollow metal doors, painted.

B203007 Gates EA 10’-0 ”x 8’-0”

Operable gate for emergency vehicle access.

B203008 Exterior Door Hardware

As Req’d


SF The pool shall measure 98.43-ft. x 164.04-ft (30 m x 50 m), providing for eight lanes with additional width outside lanes one and eight.


Provide built-in, recessed mat at pool entrances. Coordinate built-in water mat with E20.

C101007 Interior Glazing SF 8’-0” x 4’-0”

Provide a minimum of two underground viewing windows. Each window shall be either one large 6’ x 8’ (1.83 m x 2.44 m) window or one large window divided into two 3’ x 4’ (0.92 m x 1.22 m) windows.





EA Room ID Signage.

C20 Stairs Provide built in ladders at all four corners of the pool.

C20 Stairs Provide concrete stairs leading to access the observation areas.

C301002 Plaster Wall Finishes

SF Provide plaster interior finish.

D202003 Other Plumbing An overflow system is to be used for the pool. The overflow system is a method of conveying water beyond the perimeter overflow rim of the pool. It should guarantee that the level of water in the pool is not lower than the overflow rim of the pool at all times. It should maintain a smooth, quiet surface in the pool. It should prevent the accumulation or overflow of pool water onto the deck area. Provide floor drains.

D209004 Pool Piping and Equipment

EA As Required


LF

D4090 Other Fire Protection Systems

EA As Required

Fire Extinguishers.


Provide general purpose GFI outlets rated for exterior use as required.


As Req’d

D503001 Telecom. System EA Provide one (1) phone line.

D503002


SF

E10 Equipment EA Provide lane lines.

E102009 Audio-Visual Equipment

EA Provide underwater PA system for Instructors to use during instruction. Option 2: Provide infrastructure to connect video cameras to view training inside the pool and a microphone to transmit speech into the pool. Provide infrastructure to broadcast images the Combat Training Tank Office and the Instruction Building.




E202005

Other Moveable Furnishings

Provide a safewalk water mat inside the entrance to the pools from both locker rooms and the main entrance. Provide a wall clock on both sides of the pool. Provide an Accessible Lift complying with ABA standards. Provide moveable bleachers and a moveable observation tower. Provide a manually operated pool cover. (Part of FF & E.)

F1040 Special Facilities EA Outdoor Training Tank.

Notes: Provide space to accommodate 4 moveable drying cages and the circulation needed to access the drying cages. The approximate size of one drying cage is 6’ x 10’ x 8’ (1.53 m x 3.05 m x 2.44m). The Drying Cages shall be purchased as FF & E. The Design Build Contractor shall coordinate the requirements for the drying cages when designing the circulation area around the pool.



5.1.3 Pump Room / Chemical Storage (Combat Training Tank)

Space Characteristics Function/adjacencies: Pump Room / Chemical Storage shall be located outdoors. Area shall

store pool filter and pool pumps. This area shall be used to store the necessary chemicals for the

treatment of the pool water. The pool chemical storage room shall be divided into two adjoining spaces to facilitate the separate the chemicals that are volatile from those that are not.

Access: Provide access to the exterior for deliveries and maintenance. Other/Special Requirements: Provide floor drains and concrete curbs as necessary. Rooms shall be adequately sized to accommodate all necessary

equipment, allowing all required/manufacturer-recommended clearance for equipment maintenance (min. maintenance clear space shall be 36” [914 mm] around all equipment).

Access to rooms shall be sized to accommodate installation and removal

of all equipment without the need to significantly dismantle the equipment. All construction throughout the Pump Room / Pool Chemical Storage area

shall be corrosion-resistant; the Contractor shall avoid and/or minimize the use of ferrous metal throughout this area except for stainless steel. The only access to this space shall be from the exterior of the facility.


B1020 Roof Construction SF Provide a sloped metal roof. Roof shall be watertight and drain water away from the interior of the enclosure.

B2010 Exterior Walls As Req’d.

Fence comprised of CMU block and metal panels. Epoxy or semi-gloss or better enamel paint on CMU block. Fence shall not extend to the underside of the roof to provide natural ventilation.

B2030 Exterior Doors EA 6’-0”x7’-0” Double hollow metal doors, painted.


As Req’d

As Required


As Req’d

As Required

C103004 Indentifying Devices

EA Room ID Signage.

C3020 Floor Finishes SF Sealed concrete.

C3030 Ceiling Finishes SF Exposed ceiling.




D201090 Emergency Fixtures

EA Provide emergency eyewash and Shower.

D202002 Domestic Water EA Provide hose bib.

D203003 Floor Drains EA As Required

Floor sinks.

D304007 Exhaust Systems MBH Provide as required.


LF


EA As Required


EA As Required

Fire Extinguishers.


Provide outlets as required.


As Req’d



5.1.4 Storage (Combat Training Tank)

Space Characteristics Function/adjacencies: Storage of various pool and training equipment. Provide a 9-ft (2.74 m) min. ceiling height. Special Requirements: Provide direct access to training tank. Uniformat Section Description Qty Size Specific Requirements

C1010 Fixed Partitions SF Concrete masonry units.

C1020 Interior Doors EA 3’-0”x7’-0” Hollow metal doors, painted.


As Req’d

Provide lockable door.


EA Room ID Signage.

C3020 Floor Finishes SF Sealed concrete.


D304007 Exhaust Systems MBH Provide as required.


LF


EA As Required




As Req’d


EA Stainless steel shelving and storage cabinets.



5.1.5 Classroom – Classroom A – Basic RECON Course, Classroom B – Basic RECON Course, Classroom C – Basic RECON Course, Classroom D – RECON Team Leaders Course, and Classroom E – RECON Unit Leaders Course

Space Characteristics Function/adjacencies: Classroom to support BRC training. Special Dimensions: Provide 10-ft (3.05 m) min. ceiling height. Access: Provide convenient access to BEQs. Other/Special Requirements: Door and Wall Construction shall have a rating of STC 44 min., test in the

field. Provide smart and tack/white boards. Provide ceiling mounted projector bracket and communications

connections. Seismically brace projector. Provide infrastructure and equipment for video teleconferencing.

All classrooms shall be capable of supporting a laptop at each student station with power and data capability. Provide a double basin sink in casework in Classroom D.


C101002 Demountable Partitions

SF Full height demountable partitions. (FF & E)

C101003 Retractable Partitions

SF Retractable partitions separating the classrooms.

C101005 Interior Window SF Provide sidelight at door(s).

C1020 Interior doors EA Hollow metal doors, painted.


As Req’d

C103003 Specialties EA Smart and Tack/White Boards.


EA Room ID Signage.

C103008 Counters LF Provide solid surface counter with integral back splash – Classroom D only.

C103010 Casework LF Provide built-in cabinet for double basin sink. Plastic laminate is acceptable for the base and upper cabinets – Classroom D only.




C3020 Floor Finishes SF 24” x 24” Rubber tile flooring.

C3020 Floor Finishes LF 4” min. Rubber wall base.

C3030 Ceiling Finishes SF 24” x 24” Acoustical Ceiling Tiles and Panels.

D201004 Sinks EA Provide a double stainless steel sink with waste disposal unit – Classroom D only.

D304007 Exhaust Systems MBH KW Provide the most efficient HVAC system.


As Req’d


EA As Required


General purpose GFI outlets. The Units Leaders Course Classroom – Provide one computer floor outlet for each student. RECON Classroom – Provide a minimum of 35 outlets and 2 computer drops.


As Req’d

Provide three (3) light zones; General (50 FC), Dimmable (2 FC), Presentation (50 FC).

D503001 Telecom. System EA Provide phone lines and data lines as required.

D503002


As Req’d

E1010 Commercial Equipment

EA Provide video projector, media equipment, and retractable overhead screen and ceiling projector unit(s) at each classroom. (FF & E)


EA As Required

Solar shading window coverings and room darkening shades.



5.1.6 Instruction Group – Private Office

Space Characteristics Function/adjacencies: Provide a private office for the Platoon Sergeant. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh

cage locker. Uniformat Section Description Qty Size Specific Requirements


As Required

Provide as much day lighting as possible in the office.






As Req’d


EA Room ID Signage.

C3020 Floor Finishes SF 24” x 24” Carpet Tile.





As Req’d


EA As Required


Provide outlets for office furniture and outlets at regular intervals for vacuum.


As Req’d




D503002


As Req’d


EA Provide one (1) CATV line.





EA As Required



EA Provide standard office furniture, shelving, a full tier uniform locker and a 3x3x3 field gear mesh cage locker.



5.1.7 Instruction Group – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for Instructors. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: All Instructors in the building need a full tier uniform locker at their desk

and a 3x3x3 field gear mesh cage locker near their office. Provide space to accommodate furnishings.



As Required





C1020 Interior Doors EA 3’-0”x7’-0” Hollow metal doors, painted. Vision panels shall be provided for safety.


As Req’d


EA Room ID Signage.






As Req’d


EA As Required


Provide outlets for workstations and outlets at regular intervals for vacuum.


As Req’d




D503002


As Req’d







EA As Required



EA Provide standard office furniture, shelving, a full tier uniform locker and a 3x3x3 field gear mesh cage locker for each instructor.



5.1.8 BRC Platoon – Private Office

Space Characteristics Function/adjacencies: Provide a private office for the BRC Platoon Sergeant. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d

8D4040 Sprinkler Systems

EA As Required




As Req’d




D503002


As Req’d







SF As Required






5.1.9 BRC Platoon – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for BRC Platoon Staff. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: All Instructors in the building need a full tier uniform locker at their desk




As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required










As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required











As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required









As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required











As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required






5.1.14 MART CADRE – Private Office

Space Characteristics Function/adjacencies: Provide a private office for the MART Platoon Sergeant. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required





5.1.15 MART CADRE – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for MART Cadre Staff. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: All Instructors in the building need a full tier uniform locker at their desk




As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required





5.1.16 RECON TEAM LEADERS COURSE – Private Office

Space Characteristics Function/adjacencies: Provide a private office for the Team Leader Course Chief Instructor. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required






5.1.17 RECON TEAM LEADERS COURSE – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for RECON Team Staff. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: All Instructors in the building need a full tier uniform locker at their desk




As Required







As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required






5.1.18 COMMUNICATIONS CADRE – Private Office

Space Characteristics Function/adjacencies: Provide a private office for the Communications Platoon Sergeant. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required





As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d




SF As Required



5.1.19 COMMUNICATIONS CADRE – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for Communications Team Staff. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: All Instructors in the building need a full tier uniform locker at their desk




As Required





As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required





5.1.20 COMMUNICATION GEAR STORAGE

Space Characteristics Function/adjacencies: Provide exterior and interior access. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide any pass through openings for dispensing equipment as

necessary. Uniformat Section Description Qty Size Specific Requirements



As Req’d

C101001 Fixed Partitions SF GWB over metal studs. Painted.

C1020 Interior Doors EA Hollow metal doors, painted.

C101090 Mesh Partitions SF Provide full height wire mesh partition.


As Req’d


EA Room ID Signage.

C103006 Specialties EA Shelving

C3020 Floor Finishes SF Sealed and polished concrete.


C3030 Ceiling Finishes SF Painted GWB

C3030 Ceiling Finishes SF 24” x 48” Exposed ceiling.


As Req’d


EA As Required


Provide adequate number of receptacles to meet the functional requirements of the Users.


As Req’d



D503002


As Req’d





EA High density mobile storage system such as FILEFAX. Provide all necessary infrastructure to support system. Also provide all software required by the Users. (FF & E)



5.1.21 COMMUNICATION MAINTENANCE AREA, and OPEN STORAGE

Space Characteristics Function/adjacencies: Locate rooms near the COMM Storage. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide any pass through openings for dispensing equipment as

necessary. Uniformat Section Description Qty Size Specific Requirements

C101001 Fixed Partitions SF GWB walls over metal studs. Painted.

C101090 Mesh Partitions SF Provide full height wire mesh partition.



As Req’d


EA Room ID Signage.







As Req’d


EA As Required




As Req’d



D503002


As Req’d



5.1.22 BATTERY STORAGE, HAZMAT STORAGE, and SECURED RADIO

Space Characteristics Function/adjacencies: Provide exterior and interior access. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Uniformat Section Description Qty Size Specific Requirements



As Req’d

C101001 Fixed Partitions SF GWB walls over metal studs. Painted.



As Req’d


EA Room ID Signage.







EA Provide emergency eyewash and shower on the exterior of these rooms.



As Req’d


EA As Required




As Req’d



D503002


As Req’d



5.1.23 UNIT LEADERS COURSE – Private Office

Space Characteristics Function/adjacencies: Provide a private office for the Unit Leader Course Chief Instructor. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required





As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d




SF As Required



5.1.24 UNIT LEADERS COURSE – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for UNIT Leaders Team Staff. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: All Instructors in the building need a full tier uniform locker at their desk




As Required





As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required





5.1.25 UNIT LEADERS COURSE – Storage

Space Characteristics Function/adjacencies: Storage in support of UNIT Leaders Course located near the Chief

Instructor’s Office. This storage room must be secure. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Access: Access from the UNIT Leaders office area is required. Uniformat Section Description Qty Size Specific Requirements




As Req’d


EA Room ID Signage.


C3020 Floor Finishes SF Vinyl planks/tile.





As Req’d


EA As Required


General Purpose Receptacles.


As Req’d



5.1.26 ADMINISTRATIVE – Private Officer’s Office (Commanding Officer and Executive Officer)

Space Characteristics Function/adjacencies: Provide private offices for the Commanding Officer and the Executive

Officer. Office should have views to the exterior. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required





As Req’d

As Required


EA Room ID Signage.

C3010 Wall Finishes SF Vinyl Fabric wall covering and wood wainscot.






As Req’d


EA As Required




As Req’d







D503002


As Req’d




SF As Required






5.1.27 ADMINISTRATIVE – Private Office

Space Characteristics Function/adjacencies: Provide private offices for the First Sergeant, SNCOIC Master Sergeant,

Operations Chief and RECON Training Continuum Manager. Office should have views to the exterior. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Special Requirements: Provide space for a full tier uniform locker and a 3x3x3 field gear mesh



As Required





As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d







SF As Required






5.1.28 ADMINISTRATIVE – Open Office

Space Characteristics Function/adjacencies: Provide open administrative space for the Administrative Clerk. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Uniformat Section Description Qty Size Specific Requirements


As Required





As Req’d

As Required


EA Room ID Signage.






As Req’d


EA As Required




As Req’d




D503002


As Req’d


SF As Required


EA Provide standard office furniture and shelving.



5.1.29 ADMINISTRATIVE – Supply Storage and Publications Room

Space Characteristics Function/adjacencies: General Storage in support of Administrative Space. Supply Storage will

contain paper, pens, staplers, etc. The Publications Room will contain bulletin boards, graphics, copier, etc.

Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Access: Proximity to the Administrative office area is required. Uniformat Section Description Qty Size Specific Requirements




As Req’d


EA Room ID Signage.


C3020 Floor Finishes SF Vinyl planks/tile.





As Req’d


EA As Required


General Purpose Receptacles. Provide dedicated receptacle for copier machine.


As Req’d



D503002


As Req’d


EA Shelving and storage cabinets.



5.1.30 SUPPORT SPACES – Training Aid Storage

Space Characteristics Function/adjacencies: General Storage in Training Equipment. Special Dimensions: Provide a 9-ft (2.7 m) min. ceiling height. Access: Access to the Classrooms is preferred. Uniformat Section Description Qty Size Specific Requirements




As Req’d


EA Room ID Signage.


C3020 Floor Finishes SF 12” x 12” Vinyl planks/tile.





As Req’d


EA As Required


General Purpose Receptacles. Provide dedicated receptacle for copier machine.


As Req’d

D503002


As Req’d


EA Shelving and storage cabinets.



5.1.31 ADMINISTRATIVE – Conference Room

Space Characteristics Function/adjacencies: Conference room for Company Headquarters. Special Dimensions: Provide 9-ft (2.7 m) min. ceiling height. Access: Locate near administrative spaces. Other/Special Requirements: Door and Wall Construction shall have a rating of STC 44 min., test in the

field. Provide smart and tack/white boards. Provide ceiling mounted projector bracket and communications

connections. Seismically brace projector. Provide infrastructure and equipment for video teleconferencing. Uniformat Section Description Qty Size Specific Requirements




C101005 Interior Window SF Provide glass sidelights at door.

C1020 Interior doors EA Hollow metal doors, painted.


As Req’d

C103003 Specialties EA Smart and Tack/White Boards


EA Room ID Signage.






As Req’d


EA As Required


General purpose GFI outlets. Provide power and comm capability through floor into conference room table.





As Req’d


D503002


As Req’d

E1010 Commercial Equipment

EA Provide video projector, media equipment, and retractable overhead screen and ceiling projector unit.


EA As Required

Solar shading window coverings and room darkening shades as needed.



5.1.32 Restroom/Shower/Locker Rooms

Space Characteristics Function/adjacencies: Provide restroom/shower/locker facilities for Instructors and Students.

The restrooms/showers/locker rooms should be accessible as per ABA requirements.

Separate facilities shall be provided for Instructors and Students. Locate near the Janitor’s Closet. Special Dimensions: Provide an 8-ft (2.4m) min. ceiling height. Uniformat Section Description Qty Size Specific Requirements

C101001 Fixed Partitions SF Use moisture resistant cement board with tile over metal studs.

C1020 Interior doors EA 3’-0”x7’-0” Hollow metal doors, painted.


As Req’d

Provide lockable door.

C103001 Shower / Toilet Partition

EA 42” w x 84” h

Provide solid composite shower partitions secured at floor and ceiling outside of the shower stall. For Shower areas serving the Students using the Combat Training Tank, provide 3 – 4 “gang” type showers for a total of approximately 30 shower heads.

C103002 Toilet Accessories

EA Mirrors, soap dispensers, toilet paper dispensers, toilet seat cover dispensers, paper towel dispensers, etc. See Part 3, ESR C10 for more information.


EA Room ID Signage.

C103005 Lockers EA Provide full tier lockers and benches in the instructor’s locker room. Provide double tier lockers and benches in the student’s locker room.

C103008 Counters LF Provide solid surface counter with integral back splash.




C3010 Wall Finishes SF Ceramic wainscot 4-ft (1.2m) min. high in restrooms. Full height solid surface in showers. Locker rooms do not required tile.

C3020 Floor Finishes SF 6” x 6” min.

On the Second Floor Restrooms provide a ceramic or porcelain tile and base. Tiles shall be rectified to minimize width of grout joint for easier maintenance. Provide solid surface shower pan in the shower stalls.

C3020 Floor Finishes LF 4” min. Provide complementary wall tile base. In the Locker Rooms and Shower Rooms provide a urethane mortar system flooring or epoxy. Other finishes may be considered if they are of the same level of quality and pricing, and are demonstrated to be durable, slip resistant, low-maintenance, and attractive.

C3030 Ceiling Finishes SF Painted Moisture Resistant GWB Ceiling. Provide access panels as required.

D2010 Plumbing Fixtures EA Provide water closets, urinals, lavatories, showers, floor drains and hose bibs as required.

D2020 Domestic Water Distribution

EA



As Req’d


EA As Required


General purpose GFI outlets at regular intervals for shavers, hair dryers, etc.


As Req’d

Provide general lighting as required. Fixtures to have translucent, moisture resistant, non-breakable protective covers.

D503002


As Req’d



5.1.33 Janitor’s Closet

Space Characteristics Function/adjacencies: Provide Janitor’s closet to facilitate building maintenance and cleanliness. Special Dimensions: Provide an 8-ft (2.4m) minimum ceiling height. Access: Locate near restrooms/showers/locker rooms.


C101001 Fixed Partitions SF Use high impact, moisture resistant cement board over metal studs, painted.



As Req’d

As Required


EA Room ID Signage.

C103006 Shelving LF Stainless steel shelving

C3010 Wall finishes SF Ceramic tile or solid surface wainscot, 4-ft (1.9m) min. high.


C3030 Ceiling Finishes SF Painted GWB ceiling. Use moisture resistant gypsum board, painted. Provide access panels as required.

D2010 Plumbing Fixtures EA Mop sink.

D304007 Exhaust Systems MBH KW Provide as required.


As Req’d


EA As Required


Provide general purpose GFI outlets as required.


As Req’d

D503002


As Req’d

E1020 Institutional Equipment

EA Mop rack.



5.1.34 Mechanical Room

Space Characteristics Access: Provide access to the exterior. Other/Special Requirements: Provide floor drains and concrete curbs as necessary. Rooms shall be adequately sized to accommodate all necessary



of all equipment without the need to significantly dismantle the equipment. Uniformat Section Description Qty Size Specific Requirements


CMU block walls; extend wall full height.



As Req’d


EA Room ID Signage.




EA Provide emergency eyewash and shower.



Floor sinks.



As Req’d


EA As Required


EA As Required

Fire Extinguishers.







As Req’d

D503002


As Req’d



5.1.35 Mechanical Room (Outdoor)

Space Characteristics Access: Provide access to the exterior. Other/Special Requirements: Provide floor drains and concrete curbs as necessary. Rooms shall be adequately sized to accommodate all necessary




B1020 Roof Construction SF Roof is not required. However, the Design Build contractor can provide a sloped metal roof to support a portion of the solar heating system.


Fence comprised of a combination of CMU block and metal panels. Epoxy or semi-gloss or better enamel paint on CMU block.

B2030 Exterior Doors EA 6’-0”x7’-0” Double metal gate doors, painted.


As Req’d


EA Room ID Signage.

C3020 Floor Finishes SF Concrete.



Floor sinks.





5.1.36 Telecommunication, Electrical, and Fire Protection Room

Space Characteristics Function/adjacencies: Telecommunication, Electrical, and Fire Protection Rooms shall have

exterior access. Other/Special Requirements: Rooms shall be adequately sized to accommodate all necessary

equipment, allowing all required/manufacturer-recommended clearance for equipment maintenance (min. maintenance clear space shall be 36” [914mm] in front of panels and equipment).







As Req’d

As Required

C101001 Fixed Partitions SF Gypsum board walls over metal studs. Extend walls from true floor to true ceiling (structural floor to structural ceiling) with permanent construction materials.


EA Room ID Signage.





As Req’d


EA As Required



D502002 Lighting Systems As Req’d


D503002


As Req’d



5.1.37 SIPR ROOM

Space Characteristics Function/adjacencies: Shall be located in a central area to meet the maximum length of wiring

specifications. Access: Provide secured access into the room. Other/Special Requirements: Rooms shall be adequately sized to accommodate all necessary

equipment, allowing all required/manufacturer-recommended clearance for equipment maintenance (min. maintenance clear space shall be 36” [914mm] around all equipment).


of all equipment without the need to significantly dismantle the equipment.

Provide acoustical attenuation that meets SIPRNET requirements Utility openings such as ducts and vents must be kept at less than man-

passable, and openings larger than 96 square inches (6193.5 ) must be hardened per Military Handbook 1013/1A, Design Guidelines for Physical Security of Facilities.







As Req’d

As Required

As a minimum, the door must have a high security dead bolt lock with a 1-inch (25-mm) throw and a cylinder that meets the requirements of Underwriters Laboratories Inc. UL 437 Standard for Key Locks, 7th edition dated 4 August 2000. The hinge pins of outswing doors must be peened, brazed, or spot-welded to prevent removal.


EA Room ID Signage.








As Req’d


EA As Required



D502002

Lighting Systems As Req’d


D503002


As Req’d



5.1.38 ELEVATOR ROOM

Space Characteristics Function/adjacencies: Elevator room necessary to support the elevator. Access: Shall be located next to the elevators. Other/Special Requirements: Rooms shall be adequately sized to accommodate all necessary

equipment, allowing all required/manufacturer-recommended clearance for equipment maintenance (min. maintenance clear space shall be 36” [914mm] around all equipment).






As Req’d

As Required


EA Room ID Signage.





As Req’d


EA As Required



D502002

Lighting Systems As Req’d


-- End of Section --


PART 3 - CHAPTER 6 / ESR A10 - Page 105

6. ENGINEERING SYSTEMS REQUIREMENTS A10 FOUNDATIONS

SYSTEM DESCRIPTION Provide the building foundation system in accordance with UFC 3-301-01, Structural Engineering. Foundation shall be designed to suit subsurface conditions, and shall be capable of transmitting all building loads to the ground. See Section B10, Superstructure, for additional loading criteria. Government Provided Subsurface Information:

Some limited subsurface soil information is included in other portions of this RFP.

Any included subsurface data and information is only for the Contractor’s information and is not guaranteed to fully represent all subsurface conditions. The Government shall not be responsible for any interpretation or conclusion by the Contractor drawn from the data or information.

Any geotechnical report included with site investigation data is provided only to better convey data (boring logs, testing, etc.) or to document observed site conditions. The assumptions, analysis, and recommendations of the accompanying report were developed for preliminary planning purposes only and may not be based upon present project requirements. Requirements stated in Parts 3 and 4 of the RFP take precedence over any content of any included geotechnical report.

The Contractor is required to retain a geotechnical engineer experienced and licensed in the geographic region of the project to interpret the provided data as related to his design concept and develop requirements for bidding. Additional requirements for the geotechnical design of this project are provided elsewhere in this RFP.

Minor variations between borings should be anticipated. The Contractor shall bear all costs associated with the site preparation and actual foundation except as allowed by the Contract Clause FAR 52.236-2, "Differing Site Conditions". The Contractor’s Geotechnical Engineer shall perform additional subsurface investigation as required to adequately determine all applicable geotechnical factors including the type and capacity of the project foundation(s). The Contractor’s Geotechnical Engineer shall consider the provided information and any additional information obtained and prepare a report as described in other portions of this RFP.

A10 GENERAL The Contractor shall commission the services of a geotechnical engineer registered as a Professional Engineer and experienced with the soils in the Geographic region of the project.

Subsurface soil information, including a geotechnical report is included in other portions of this RFP.

The Contractor shall perform, at his expense, such subsurface exploration, investigation, testing, and analysis as his Designer of Record deems necessary to properly design and construct the foundation system. The Contractor shall provide a geotechnical report containing all required geotechnical recommendations and criteria required for design. As a minimum, the successful bidder’s



Geotechnical Engineer shall perform 4 borings per building site to a minimum depth of 50 feet, and supplementary laboratory classification of soils encountered, on the building site to support the foundation design and subsequent pile driving analysis. Minimum sampling interval for soil borings shall be 1 foot, 3 feet, 5 feet, 10 feet, 15 feet, 20 feet, 25 feet, 30 feet, etc. However, additional samples of any isolated layers of deleterious earth materials should be recovered if they are encountered outside of the sampling interval.

Personnel under the supervision of a registered Professional Engineer shall provide inspection of excavations and soil/groundwater conditions throughout construction. The Engineer shall be responsible for performing pre-construction and periodic site visits throughout construction to assess site conditions. The Engineer, with the concurrence of the Contractor and the Contracting Officer, shall update the excavation, sheeting, shoring and dewatering plans as construction progresses to reflect actual site conditions and shall submit the updated plan and a written report (with professional stamp) at least monthly informing the Contractor and Contracting Officer of the status of the plan and an accounting of Contractor adherence to the plan; specifically addressing any present or potential problems. The Engineer shall be available to meet with the Contracting Officer at any time throughout the contract duration. The Contractor shall bear all costs of the Engineer.

Observed site conditions which may present a challenge during design/construction include - The soils that will be exposed after completion of stripping will be soft and at or near the groundwater elevation. The Contractor will anticipate these marginal subgrade support conditions and incorporate measures into his design and construction procedures to obtain required soil support while maintaining progress for completion on schedule.

A1010 STANDARD FOUNDATIONS See "System Description" above. The foundation construction may include any foundation system meeting the requirements of this section. Do not use masonry unit footings, steel grillage footings, timber footings, or wood foundations. Standard foundations shall not be placed on undocumented and/or uncertified earth fill. Any earth fill which was placed without the oversight and written approval documenting the soil’s ability to support standard foundations, by a licensed civil or geotechnical engineer, is classified as undocumented and/or uncertified fill. Performing soil borings or other field/laboratory testing to certify undocumented and/or uncertified fill for the support of standard foundations must be approved by the government geotechnical reviewer. Where undocumented and/or uncertified earth fill is encountered use SPECIAL FOUNDATIONS.

A1020 SPECIAL FOUNDATIONS Based on the recommendations of the Contractor’s structural and geotechnical engineer, the facility shall be designed to suit subsurface conditions.

The actual deep-foundation system, capacity, etc. shall be determined after contract award by the Contractor’s structural and geotechnical engineers based on the structural loads and the available geotechnical data. The seismic requirements are specified herein. The Contractor shall bear all costs of the actual foundation provided.

The Contractor shall perform pile load tests as recommended by the Contractor's Geotechnical Engineer and as required by all applicable building codes. Load test(s) are required for piles with a design capacity of 40 tons or greater. Additional load test requirements are stated in Part 4 of this RFP.

A1030 SLAB ON GRADE As determined by the Designer of Record to be applicable, provide a standard concrete slab on



grade. Slab on grade includes conventionally reinforced concrete slabs, prestressed concrete, and mat slabs. Slab on Grade foundations shall not be placed on undocumented and/or uncertified earth fill. Any earth fill which was placed without the oversight and written approval documenting the soil’s ability to support standard foundations, by a licensed civil or geotechnical engineer, is classified as undocumented and/or uncertified fill. Performing soil borings or other field/laboratory testing to certify undocumented and/or uncertified fill for the support of standard foundations must be approved by the government geotechnical reviewer. Where undocumented and/or uncertified earth fill is encountered use SPECIAL FOUNDATIONS. Where slab on grade is below the existing adjacent exterior grade, provide water/damp-proofing and a perimeter drainage system to remove ground water from the area immediately adjacent to the buildings. Provide perimeter insulation.

A1040 STRUCTURALLY SUPPORTED SLAB Any structurally supported concrete slab on grade foundation design shall consider the amount of deformation which can occur in the slab due to detrimental soil conditions such that total and differential movement in the foundation shall not exceed 1 inch and ½ inch, respectively. Detrimental soil conditions include, but are not limited to: swelling & shrinkage, liquefaction, hydro-collapse, consolidation, creep, etc.

When providing a structurally supported slab, provide for support of all utilities that may be adversely affected by earth movement. Provide stainless steel supports sized adequately to support the in-service utilities.

A1050 TRAINING TANK The training tank shall be constructed of reinforced concrete. The Training Tank shall be designed as a water-containing structure per ACI 350. Reinforcement in the tank shall be epoxy-coated and spaced at no greater than 6” on-center each way for crack control.

Provide shrinkage-compensating concrete to minimize cracking. Based on the modified ASTM C157 test procedures as specified herein, the shrinkage limits of the concrete shall be the average drying shrinkage of each set of three test specimens, cast in the laboratory from a trial batch as measured at the 21 days drying age, and shall no exceed 0.036% for laboratory specimens. The average drying shrinkage of each set of test specimens cast in the field from concrete delivered to the site, and sampled at the end of the delivery chute, as measured at the 21 days drying age shall not exceed 0.048% for field specimens.

The tank shall be designed for any surcharged loads from the Applied Instruction building located very close to the tank. Coordinate design and construction of the tank with that of the Applied Instruction building.

--End of Section--


PART 3 - CHAPTER 6 / ESR B10 - Page 108

6. ENGINEERING SYSTEMS REQUIREMENTS B10 SUPERSTRUCTURE

SYSTEM DESCRIPTION This section must be used in conjunction with all parts of the Design Build (D/B) Request for Proposal (RFP) to determine the full requirements of this solicitation. The superstructure consists of structural elements above the foundation that provide support for vertical loads and resistance to lateral loads. This section includes the requirements for the superstructure of the building, including floor and roof framing, columns, and interior load-bearing walls, and the main lateral-force resisting system. Provide the building framing system in accordance with UFC 3-301-01, Structural Engineering. SEISMIC DESIGN: Earthquake-resistant design for new buildings and application of seismic design principles to specialized structural and non-structural elements shall be executed in accordance with the seismic design provisions of the 2009 International Building Code (IBC 2009). NEW, UNUSUAL, INNOVATIVE: For new, unusual, or innovative materials, systems or methods not specifically provided for in the code, the Contractor shall inform the Government of the proposed use at or before the concept design submittal. New, unusual, or innovative materials, systems or methods proposed at or beyond the concept stage shall not be considered. Valid and current (within 2 years) evaluation reports for the new, unusual, or innovative materials, systems or methods from the International Code Council – Evaluation Services (ICC-ES), or other Government-accepted testing and evaluation service, shall be submitted for approval at or before the concept design submittal. Use of new, unusual, or innovative materials, systems or methods not specifically provided for in the code must be approved in writing by the Contracting Officer prior to design incorporation.

In addition, design the structure in accordance with the following loading criteria:

Importance Factors

Use Occupancy Category III in Table 2-2 of UFC 3-301-01, Structural Engineering for determining Importance Factors for seismic, snow, and wind design. The corresponding Seismic Design Category is D or better.

Wind Exposure

Wind design shall be based on Exposure C.

Department Of Defense - Anti-Terrorism Criteria

Building Category: Inhabited building within a controlled perimeter.



The Contractor shall commission the services of a Structural Engineer registered in the State of California for the foundation and superstructure design. Final design drawings and calculations shall be signed and sealed by the Structural Engineer. The Structural Engineer engaged by the contractor shall become the Structural Engineer of Record.

The Structural Engineer of Record shall prepare a Statement of Special Inspections as part of the final submittal.

ADDITIONAL STRUCTURAL CALCULATION SUBMITTAL REQUIREMENTS

These requirements are in addition to those required by UFC 1-300-09N, Design Procedures. Structural Designer of Record (SDOR) shall submit one (1) copy of electronic input and output files of computer-based structural analysis on CD-ROM at each design submittal stage. Files shall be in both native, editable format and in PDF. If software NOT commonly commercially available or widely accepted in the structural engineering community is used, then the SDOR shall submit validation documentation of their software (e.g. hand verification of the software solution of a significant, representative portion of the structure). SDOR shall submit graphical plots of structural models which should include, but not limited to, main structural elements, boundary conditions, loading diagrams, and deflected shapes. Graphical plots shall be submitted with each deliverable at each submittal stage, and shall be in both native, editable format and in PDF. When using U.S. Geological Survey seismic information, SDOR shall provide a map showing the Latitude and Longitude of the project site. If a modal analysis is performed, the SDOR shall submit plots of mode shapes and a listing of the dominant natural frequencies. If blast or progressive collapse analysis is performed, the SDOR shall submit comparison tables of computed rotations/residual strength ratios and response limits listed in UFC 3-340-01 and/or UFC 4-023-03”.

B1010 FLOOR CONSTRUCTION

The floor construction shall include any structural framing system meeting the requirements of this section. For concrete to be placed utilizing pumping methods, mix design and quality control shall conform to the following:

1. Include a compatible High Range Water Reducer (HRWR) (Superplasticizers), and limit slump to 6 inches.

2. Limit water-to-cement ratio (w/cm) to 0.50 3.

B1020 DIVE TOWER AND ROOF CONSTRUCTION The Dive Tower and Canopy Roof structure shall be constructed to meet the functional needs of the fully operational dive tower structure in addition to the requirements of section A10. The Canopy Roof construction may include any structural framing system which meets the requirements of this section and of section A10. See MCB CP BEAP Section 3.5C 3e, “Roofs” for applicable slopes.



The structure shall be designed of materials that are weather and decay-resistant. Suitable materials are hot-dipped galvanized structural steel, concrete, or aluminum. With the government’s approval, alternate materials may be considered.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS

B20 EXTERIOR ENCLOSURE Maximize the use of sustainable techniques and materials (See Part 2 Section 01 33 10.05 20).

The Design Build contractual documents shall conform to the all applicable Unified Facilities Criteria, Building Codes, Base regulations and requirements as stipulated in the Environmental Documents, the current editions of the Camp Pendleton Base Safety Requirements, Base Exterior Architecture Plan (BEAP), and Camp Pendleton Requirements.

SYSTEM DESCRIPTION This system consists of the exterior facing of the facility, which includes all vertical and horizontal exterior closure such as exterior walls, exterior windows, and exterior doors. This system excludes roofing (See System B30, Roofing). Load bearing exterior walls will be part of Exterior Enclosures, included in this section, and not section B10 Superstructure. Structural framed elements at exterior such as columns, beams, spandrels, etc., are included in Superstructure, with only the applied exterior finishes (i.e., paint, etc.) being included here. Finishes to the inside face of walls which are not an integral part of the wall construction will be included in System C30, Interior Finishes.

Applied exterior finishes (i.e., paint, etc.) are part of this section. Finishes to the inside face of walls which are not an integral part of the wall construction will be included in System C30, Interior Construction.

Refer to UFC 3-100-10, Architecture, and UFC 4-010-01, DoD Minimum AntiTerrorism Standards for Buildings for additional requirements.

GENERAL SYSTEMS REQUIREMENTS

B2010 EXTERIOR WALLS The primary exterior material of the buildings shall be integral color split-faced concrete masonry. Precision block accent areas are required to provide a more interesting façade.

Colors shall be earth tones consistent with the BEAP and be approved by the ROICC, see Part 6, References for the Camp Pendleton BEAP. The primary exterior material of the building shall be integral color split faced CMU. The color shall be integral from the factory. Painting to achieve color variation is not allowed.

B201001 EXTERIOR CLOSURE

Exterior closure materials must meet the functional, operational requirements of the project, complying with the MCB Camp Pendleton BEAP, and applicable Codes, Standards and Criteria.

Provide concrete masonry unit exterior wall closure.

B201002 EXTERIOR WALL BACKUP CONSTRUCTION Provide Exterior Wall Construction System (back-up systems for wall veneer) including cast-in-place concrete, pre-cast concrete, unit masonry, metal framed wall systems with insulation described below:

Exterior bearing walls consisting of metal studs as the primary floor or roof supporting structural element are not permitted.



Comply with all applicable Codes, Standards and Regulations.

B201003 INSULATION and VAPOR RETARDER Provide insulation to meet the energy savings requirements.

Provide a continuous air barrier to control air leakage into, or out of, conditioned spaces. The building envelope shall including all elements of the facility that are exposed to the outside environment or outside environmental conditions such as roof, walls, floors, and compartmentalized unconditioned portions of the facility, and negatively pressurized spaces. Permanently seal penetrations through the air barrier, joints in the air barrier, adjoining construction, and transitions to different air barrier materials. Confirm air barrier compliance with air barrier performance tests in RFP Part 4.

Provide insulation and vapor barriers in accordance with all applicable Codes, Standards and Regulations. Consider sustainable design features in the selection and installation of the insulation and vapor barrier, retarder. Insulation must conform to requirements of UFC 3-600-01, Fire Protection Engineering for Facilities, Section 2-7.

B201004 PARAPETS Parapets are not allowed.

B201005 EXTERIOR LOUVERS & SCREENS Provide exterior louvers and screens, where required, that match the finish of the existing windows and detailed to integrate with the architecture of the building, as appropriate to the design of the building.

All exterior louvers and vents shall be covered on the interior with a corrosion resistant non-combustible metal mesh with maximum ¼” openings.

B201006 HANDRAILS Provide handrails of the materials, construction meeting the requirements of applicable Codes and Criteria, and satisfying the functional, operational requirements of the project. Handrails shall be hot dipped galvanized steel or burnished aluminum. The final selection of materials, color, finish and construction of handrails shall take into consideration sustainability, maintainability and the architectural characteristics of the project.

B201007 EXTERIOR SOFFITS Provide exterior soffit system of metal, or other materials meeting the requirements of all the applicable Codes, Regulations, and the functional, operational requirements of the project.

The soffit – the horizontal surface of a roof overhang – is traditionally horizontal or follows the slope of the roof. Soffits are typically smooth, except where roof framing members are extended as part of the overhang structure, and they are typically relatively light in color – lighter than the wall surface below – because they are always in shadow and always appear darker than they really are. Do not use the roof surface-becomes-fascia-becomes soffit design approach.

Architecturally, the building façade should be the key design element, not the roof form that caps it.

Consider sustainable design features in the selection and installation of the exterior soffit.

Components and cladding are to be framed and designed with withstand loads per UFC 3-301-01 & ASCE 7.



B201008 WALL FLASHING Flashing shall be Galvanized Sheet Metal.

B201009 EXTERIOR PAINTING AND COATINGS Provide field applied exterior coatings for all items that are not prefinished, and to prefinished items when required to provide a color other than a standard prefinished color. Consider sustainable design features in the selection and application of the exterior coating materials and finishes. To provide better quality control, reducing air pollution, and increase sustainability of the facilities, factory applied finishes are preferred over field applied finishes.

B201010 EXTERIOR JOINT SEALANTS Provide exterior application of joint sealants to seal joints and prepare for finish material installation.

B201011 SUN CONTROL DEVICES (EXTERIOR) Provide exterior sun control devices along the exterior of the building. Engineer an exterior shading system that is a striking architectural element that plays double duty as one of the most effective ways to make a building more sustainable. Properly design shading elements so that solar heat gain can be blocked in the summer and utilized for supplemental heat in the winter.

B201012 SCREEN WALL Provide exterior louvers and screen walls where required to screen mechanical units, electrical substations, and trash receptacles. Screen walls shall be compatible with the building architecture and per MCB CP BEAP Standards.

B2020 EXTERIOR WINDOWS Provide windows of the materials, construction, types and dimensions as allowed by all applicable Codes and Regulations, and as required to satisfy the requirements of the functional and operational requirements of the project, taking into considerations the sustainability and maintainability of the project.

As much as practical, windows shall be provided in each area of the building that is regularly occupied, to enhance the working environment, without compromising visual acuity and comfort. Natural daylighting is preferred. Exterior windows color shall follow MCB Camp Pendleton BEAP. Exterior prefinished aluminum window frames must be anchored to the concrete masonry unit walls and reinforced as needed to meet AT/FP requirements. Frame bite on glazing must be 3/8” minimum. Sill shall be continuous across the opening and meet the MCB Camp Pendleton BEAP.

The selected exterior window assembly should provide a minimum 44 STC rating to maintain a 44 STC minimum rating throughout the building unless otherwise noted. The Design Build Contractor will be required to test the building after the project is construction to provide the Government proof the required STC ratings were accomplished.

If approved by the Contracting Officer, the sample window may be installed in an opening in a framed wall, and the mock-up may be left during construction as a cut-away of the installation. For masonry walls, the sample window shall be installed in the masonry sample panel.

For energy efficiency the inner glazing shall be low-E type and outer glazing may be “tinted” as required. No tinting of the exterior glazing pane is required.

B202001 WINDOWS Determine the construction of security windows by evaluating the project program security requirements, using the Mil Hdbk 1013/1A, Design Guidance for Physical Security of Facilities, and



UFC 4-010-01 to define the security, the blast resistant, construction and hardware requirements for exterior windows. Consider proper design of the anchorage and structural members.

Windows shall be operable and fixed. Operable windows shall be provided with an integral insect screen.

Provide a mockup of one combination window unit for the project to be used for a field mockup test of compliance with AAMA 502 Method A and Method B.

B202002 STOREFRONTS Storefronts shall be anodized aluminum.

B202003 CURTAIN WALLS A curtain wall is a reinforced window wall that spans more than one story in height.

Provide a multi-story glazed curtain wall system.

System shall be a standard architectural type Stick or Unit and Mullion system, with mullions, horizontal rails, and/or non-integral spandrel panels. Fully coordinate system accessories directly incorporated and adjacent to contiguous related work and insure materials compatibility, deflection limitations, thermal movements, and clearances and tolerances.

System shall be a combination of glazed panels and opaque panels. For design purposes, base provisions for thermal movement on assumed ambient temperature from the ambient temperature data in the UFC 3-400-02, Engineering Weather Data.

Provide a mockup of one 1 designated Curtain Wall System unit for the project to be used for a field test of compliance with AAMA 503 Method A and Method B.

B202004 EXTERIOR GLAZING Glazing materials, color and installation shall be appropriate for the building functional, operational, sustainable requirements, and shall comply with the requirements of the local Base Exterior Architecture Plan. Comply with UFC 4-010-01 as appropriate. Glazing shall be included in California “Title 24” calculations.

Glazing color shall follow the MCB Camp Pendleton BEAP.

Glazing shall be insulating glass units with laminated glass and tempered glass.

B2030 EXTERIOR DOORS In general, analyze, and evaluate the project program security requirements, using the Mil Hdbk 1013/1A, Design Guidance for Physical Security of Facilities, and UFC 4-010-01, to define the security, the blast resistant, construction and hardware requirements for exterior doors.

Provide hollow metal door assemblies other than at the main entrance. Main entrances shall be glass. Exterior doors and frames shall be non-corroding galvanized steel.

Doors shall be extra heavy duty doors - ANSI/SDI A250.8, Level 3, Model 1.

Glazing shall match the window glazing and be low-E rated.



Door hardware finish shall be heavy duty institutional grade, chrome-plated brass or bronze, or stainless steel. Coordinate and comply with local authorities and building users for the requirements of locks, latches and keying.

Door hardware, locks, latches and keying shall be by the same manufacturer, model, and types. Coordinate with the Contracting Officer and building users to obtain approval for the selection of all locks, latches and keying system prior to the purchase and installation of the materials.

B203001 SOLID DOORS

Hollow metal doors and frames. Provide hollow metal doors in galvanized metal frames with galvanized skins and galvanized ribs, insulated with urethane core for a minimum R factor 11 at all exterior door other than at main entrance. Hollow metal door and frame assemblies shall have factory baked on paint finishes for heavy duty use. Finish and color shall be compatible with the MCB Camp Pendleton BEAP, and shall be suitable for exterior use. Provide weather stripping for all exterior hollow metal doors.

B203002 GLAZED DOORS Glazed Doors - Provide Exterior Glazed Doors and Entrances System of dark bronze anodized aluminum framed door assemblies with insulated, tinted glazing. Hardware and finishes of door assemblies shall be compatible with other buildings on the base and shall be for heavy duty use. Locks, latches, hardware, keying, and door closures shall be conforming to local base requirements and the building users’ requirements.

Glazing shall match the window glazing and be low-E rated.

B203008 EXTERIOR DOOR HARDWARE Provide the services of a door hardware consultant who is regularly involved in the specifying of hardware to prepare the door hardware schedule. In general, hardware, locks, latches and keys, door closures and accessories shall be by the current types and models available from a manufacturer who is regularly involved in the manufacturing and providing services for hardware, locks and latches. Obsolete models, and models and types that are no longer in production shall not be used in the project.

Door hardware finish shall be heavy duty institutional grade, brushed stainless steel. Coordinate and comply with local authorities and building users for the requirements of locks, latches and keying.

Coordinate with the building users and the local authorities for the particulars of the card key system as required.

Door hardware, locks, latches and keying shall be by the same manufacturer, model, and types. Coordinate with the Contracting Officer and building users to obtain approval for the selection of all locks, latches and keying system prior to the purchase and installation of the materials. The door hardware shall meet the Camp Pendleton Requirements.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS B30 ROOFING

B30 GENERAL SYSTEM DESCRIPTION Roof systems shall be watertight and compatible with facility function, construction, and service conditions. Provide complete roof system design and construction services for the entire new facility roof system, including all ancillary and incidental work necessary for a complete, new, watertight roof system installation.

Submittal Requirements: Components of a minimum roof submittal shall include the roof plan, method of drainage, standard details and details unique to the project, wind load calculations and requirements.

Provide a Pre-Design Roofing Conference and Pre-Roofing Conference to assure roof design and construction is properly coordinated before construction begins.

Built-in gutter systems where drainage passes through an interior space or is concealed in the exterior cavity wall shall be prohibited.

Refer to UFC 3-110-03, Roofing, and UFC 3-100-10, Architecture, for additional roofing requirements.

Maximize the use of sustainable techniques and materials (See Part 2 Section 01 33 10.05 20).


B3010 ROOF COVERINGS Provide a new pre-finished standing seam metal roof system, including all ancillary and incidental work necessary for a complete watertight construction which is compatible with facility function, building construction, fire resistive construction, and service conditions. Provide complete roof system design and construction services for the entire new facility roof system, roof drainage system, including all ancillary and incidental work necessary for a complete, new, watertight roof system installation.

The roof system shall be designed and attached to resist wind uplift pressures calculated in accordance with ASCE 7. Uplift resistance shall be validated by applicable Factory Mutual (FM), Underwriters Laboratories (UL) or ASTM uplift resistance test procedures. Steel panels shall be zinc-coated steel conforming to ASTM A 653/A 653M.

Submittal Requirements: Components of a minimum roof submittal shall include the roof plan, method of drainage, standard details and details unique to the project, and wind load calculations and requirements showing evidence of meeting uplift test procedures.

Built-in gutter systems where drainage passes through an interior space or is concealed in the exterior cavity wall shall be prohibited.



Refer to UFC 3-110-03 and UFC 3-100-10 for additional roofing requirements.

B301001 STEEP SLOPE ROOFING SYSTEMS Metal roofing systems shall be designed to obtain a UL 90 or applicable rating for wind uplift, and resist the negative pressure and uplift loads calculated in accordance with ASCE-7. Wind uplift resistance shall be validated by ASTM E 1592 testing.

Steel panels shall be zinc-coated steel conforming to ASTM A 653/A 653M; aluminum-zinc alloy coated steel conforming to ASTM A 792/A 792M, AZ 55 coating; or aluminum-coated steel.

SSSMRS Warranty Certificate. At the completion of the project the Contractor shall furnish signed copies of the 5-year Warranty for Structural Standing Seam Metal Roof (SSSMR) System, a sample copy of which is attached to the PTS section, and the 20-year Manufacturer's Material Warranties, including warranty for color, and the manufacturer's 20-year system weather-tightness warranty.

Roofing must meet the requirements of UFC 3-600-01, Fire Protection Engineering for Facilities, Section 2-8.

B301002 SLOPED ROOFING SYSTEMS Sloped metal roofing system shall be designed to obtain a UL 90 or applicable rating for wind uplift, and resist the negative pressure and uplift loads calculated in accordance with ASCE-7. Wind uplift resistance shall be validated by ASTM E 1592 testing. Sloped metal roofing systems is applicable over the pump and chemical storage room as well as other outdoor mechanical equipment.

Steel panels shall be zinc-coated steel conforming to ASTM A 653/A 653M; aluminum-zinc alloy coated steel conforming to ASTM A 792/A 792M, AZ 55 coating; or aluminum-coated steel.

SSSMRS Warranty Certificate. At the completion of the project the Contractor shall furnish signed copies of the 5-year Warranty for Structural Standing Seam Metal Roof (SSSMR) System, a sample copy of which is attached to the PTS section, and the 20-year Manufacturer's Material Warranties, including warranty for color, and the manufacturer's 20-year system weather-tightness warranty.

Roofing must meet the requirements of UFC 3-600-01, Fire Protection Engineering for Facilities, Section 2-8.

B301003 ROOF INSULATION AND FILL Refer to UFC 3-110-03 and UFC 3-100-10 for additional roofing requirements. Minimum roof insulation R-value shall be 30. For LEED credits, R-49 is preferred.

B301004 FLASHINGS AND TRIM Flashing and sheet metal work shall include scuppers, splash pans, and sheet metal roofing. Flashings shall be Steel Sheet, Zinc-Coated (Galvanized) - ASTM A 653/ A 653M. Galvanized steel items shall have a baked-on, factory applied finish of polyvinylidene fluoride or an equivalent fluorocarbon coating. The color of the flashing and trim shall match the color of the roof.

B301005 GUTTERS AND DOWNSPOUTS Provide gutters and downspouts compatible with roofing material and finish. Concealed (interior) gutters and downspouts are prohibited.

The gutter color shall match the roof/fascia. The downspouts shall match the color of the majority of the CMU they cross.

--End of Section--


PART 3 - CHAPTER 6 / ESR C10 - Page 118

6. ENGINEERING SYSTEMS REQUIREMENTS C10 INTERIOR CONSTRUCTION

SYSTEM DESCRIPTION

Interior construction includes interior partitions, interior doors, and fittings.

Provide durable construction appropriate to the building located in the School of Infantry, 52 Area. Acoustic properties of materials, as well as durability, shall be considered during material selection.



GENERAL SYSTEMS REQUIREMENTS In general, interior construction, including floor, wall, ceiling finishes shall be in conformance with applicable Codes and Regulations, and shall be as required satisfy the functional, operational requirements of the projects. The construction, finishes, textures and colors shall be functionally adequate, easy to maintain and replace, and sustainable.

An area of the Project subject to abuse and thus requires “Impact Resistant” systems are the janitors’ closets.

C1010 PARTITIONS Interior partitions shall be of the type of construction, materials, color and finishes meeting the applicable codes, standards, and the functional, operational requirements of the project, except as noted below:

Interior partitions shall be either concrete masonry unit or metal studs with Type ‘X’ gypsum board each side in all non-wet areas and moisture resistant in areas susceptible to moisture damage, provide cement board where walls receive tile finishes. Provide acoustic insulation to meet the acoustical requirements.

Please refer to Part 4 of this RFP for more information. If a conflict exists, Part 4 takes precedence over this section.

C101001 FIXED PARTITIONS Provide fixed interior partitions as specifically required by the “Room Requirements.” Sound-rated partition assemblies shall have a minimum Sound Transmission Class (STC) of 45 in accordance with ASTM E 90 or ASTM E 413 for frequency data.

C101002 DEMOUNTABLE PARTITIONS Demountable partitions include sound rated, full height (floor to ceiling) solid partitions. Sound-rated partition assemblies shall have a minimum Sound Transmission Coefficient (STC) of 42 in



accordance with ASTM E 90 or ASTM E 413 for frequency data. Provide a combination of solid and glass partitions. Demountable partitions shall be funded as part of FF&E.

C101003 RETRACTABLE PARTITIONS Provide retractable partitions to include electrically operable panel partitions. Provide tackable, acoustical fabric. Sound-rated partition assemblies shall have a minimum Sound Transmission Coefficient (STC) of 42 minimum in accordance with ASTM E 90 or ASTM E 413 for frequency data.

C101004 INTERIOR GUARDRAILS AND SCREENS Provide balustrades where required by code. Provide screens where required to prohibit view of a particular area.

C101005 INTERIOR WINDOWS Provide interior windows of hollow metal, fixed, where required by the functional and operational needs of the rooms and spaces. Each window shall be a complete factory-assembled unit with glass factory or field installed.

C101006 GLAZED PARTITIONS & STOREFRONTS Provide glazed storefront system as required for the functional, operational needs of the project.

C101007 INTERIOR GLAZING Interior glazing shall be clear tempered glass. See Section 2406 of the IBC for other specific requirements for tempered glazing. Also, see Section 5 of Part 3 for more information.

C101090 WIRE MESH PARTITIONS Provide full height fixed interior partitions as specifically required by the “Room Requirements.”

C1020 INTERIOR DOORS

C102001 STANDARD INTERIOR DOORS Unless otherwise indicated, or required by a special operational requirement of a particular space or room, provide interior doors of the types, materials, color, finish and style of the standard doors available from the door manufacturers to satisfy the functional, operational and aesthetics need of the project. Doors, frame and hardware shall be institutional grade as a minimum. Door and frame shall have factory applied color and finishes.

All interior doors shall be hollow metal. All interior door frames shall be welded hollow metal.

Doors shall have Factory Finish.

All ancillary support rooms, utility rooms, secured doors separating the public areas to the administrative areas shall be have door hardware per the MCB Camp Pendleton keying systems.

C102002 GLAZED INTERIOR DOORS Provide vision glazing in doors where it is required by the “Room Requirements” portion of this RFP, or it is deemed advantageous to be able to see through the door, either for safety of pedestrian traffic, or other functional reason.

C102003 FIRE DOORS Provide interior fire doors as required by applicable Codes and Regulations.



C102007 INTERIOR DOOR HARDWARE Provide hardware, including locks, latches, keys, accessories for all interior doors to satisfy the functional, operational requirements of the rooms and spaces in the project.

Door hardware and keying system shall be compatible with the Base’s keying system. Card key access will not be used in these facilities.

Door hardware finish shall be brushed stainless steel.

C1030 SPECIALTIES

C103001 COMPARTMENTS, CUBICLES, & TOILET PARTITIONS Provide toilet partitions in all toilet rooms with more than one water closet or urinal.

Provide manufactured, factory assembled, factory finished, solid plastic, phenolic or stainless steel toilet partitions and urinal screens in all toilet rooms with more than one water closet or urinal. Provide toilet and bath accessories for all toilet stalls and lavatory counters as required for complete and usable facilities. Toilet partitions, urinal screens and bath accessories shall be by the same manufacturer, and shall be of current models and types. Obsolete models or materials that are no longer in production shall not be used. Toilet partitions, urinal screens, toilet and bath accessories shall have color and finishes factory applied. Coordinate color, types and styles of toilet partitions, urinal screens and toilet / bath accessories to achieve an aesthetically pleasing installation with ease for maintenance, durability and sustainability. Secure approval of the contracting officer prior to purchasing the materials.

Compartments and cubicle partitions shall be by a manufacturer regularly involved in the fabrication and installation of compartments and cubicle partitions as part of system furniture. Dimensions, style, types, materials color and finishes of the compartments and cubicle partition shall be the standard materials of the manufacturer. Provide only the current model and styles of the compartment, cubicle partitions and accessories. Do not provide obsolete or items that are no longer in production for this project. Coordinate with the total building interior design in the selection of compartment and cubicle partitions and secure approval of the contracting officer prior to purchase of the materials.

C103002 TOILET AND BATH ACCESSORIES Provide toilet and bath accessories as required to have a complete and usable facility for the project. Provide toilets and bath accessories from one manufacturer for the project. Accessories shall be of current production model and make. Obsolete and items that are no longer in production shall not be used on the project. All accessories shall be installed with reinforced backing using tamper proof fasteners.

Provide toilet accessories, manufactured from stainless steel unless otherwise indicated, at each restroom facility and shower as follows:

1.) One soap dispenser per lavatory. 2.) Two combination paper towel dispenser/trash receptacles per restroom facility. 3.) One double-roll toilet tissue dispenser per water closet. 4.) One feminine napkin disposal receptacle per water closet compartment at each Women’s

restroom facility. 5.) Provide continuous mirror across sinks from top of countertop backsplash. 7.) Provide one hook/bumper per water closet compartment door. 8.) Provide undersink lavatory piping wraps throughout in accordance with ABA. 9.) Provide grab bars as required by ABA at all HC-accessible-designated water closet

compartments.



10.) Provide soap dish and handle at each shower compartment. 11.) Provide shower curtain rods, rings and curtains at showers. 12.) Provide shower seat in each of men’s and women’ showering areas in accordance with ABA. 13.) Towel racks and towel hooks in the shower area. 14.) Provide hooks at shelves at lavatories.

C103004 IDENTIFYING DEVICES

All interior doors shall have an identifying device. Interior signage is not collateral equipment. Interior signage shall demonstrate complete coordination with the facility design, SID and FF&E submittals. Identifying devices shall be manufactured by a manufacturer regularly involved in the manufacturing of these items. Provide directional and informational signage to satisfy the functional and operational requirements of the project. Signage shall be by a manufacturer normally involved in the fabrication of signage. Install directional and informational signage with tamper proof fastener. Signs must meet ABA requirements.

C103005 LOCKERS Provide lockers with “Z” bases. Lockers shall have a phenolic finish. Provide full tier and double tier lockers with sloped tops where identified in Part 3, Section 5. There should be a shelf, robe hook, and clothes rod. Doors shall have mesh inserts.

Provide the required number of accessible lockers as required by applicable Codes and Regulations.

C103006 SHELVING Provide non-corrosive steel shelving for the room and spaces to satisfy the functional and operational needs of the projects. Coordinate the types, sizes, materials, color and finish of the shelving with the total interior design package to achieve aesthetically pleasing, ease of maintenance, durability and sustainability for the project.

C103007 FIRE EXTINGUISHER CABINETS Fire Extinguisher cabinet shall be recessed mounted. Surface mounted extinguisher cabinets are acceptable only when required to be installed on exterior or CMU walls. Coordinate the types, sizes, materials, color and finish of the cabinets with the total interior design package to achieve aesthetically pleasing, ease of maintenance, durability and sustainability for the project.

C103008 COUNTERS Provide solid surface counter tops and back splashes as approved by the Government. Coordinate the types, sizes, materials, color and finish of the counter tops with the total interior design package to achieve aesthetically pleasing, ease of maintenance, durability and sustainability for the project.

For public toilets where there are two or more lavatories, provide lavatory counters of solid surface counter tops with integral back and side splashes. Lavatories shall be under mounted or molded in, one piece integral with the counter. See Plumbing section D20 of Part 3, and D20 of Part 4 for particular requirements of lavatories and plumbing accessories. Coordinate the types, sizes, materials, color and finish of the lavatories with the total interior design package to achieve aesthetically pleasing, ease of maintenance, durability and sustainability for the project.

C103009 CABINETS Provide cabinetry and millwork items with associated accessories. Cabinetry shall be AWI custom grade and have concealed hinges with adjustable standards for shelves. All exposed surfaces will be covered with high pressure plastic laminate clad.



Provide specific cabinetry as shown on the Room Requirements Sheets.

C103010 CASEWORK Provide specific casework as shown on the Room Requirements Sheets.

Provide cabinetry and millwork items with associated accessories for the rooms and spaces requiring cabinets to satisfy the functional and operational needs of the project. Casework shall comply with Mil Std 1691.

C103012 FIRESTOPPING PENETRATIONS Provide all sleeves, caulking, and flashing for firestopping penetrations as required by applicable Codes and Standards

C103013 SPRAYED FIRE-RESISTIVE MATERIALS Provide sprayed fire-resistive materials to the building’s framework to prevent structural failure as required by applicable Codes and Regulations.

C103014 ENTRANCE FLOOR GRILLES AND MATS Provide recessed pan floor mats at main building entrances. Coordinate with the total Interior Design Package of the building for materials, color, and finish of the grilles and mats.

C103090 OTHER INTERIOR SPECIALTIES Coordinate with the users of the building to provide miscellaneous built in interior items to satisfy the functional and operational needs of the project to provide a complete and stable facility.

Provide above ceiling mounted motorized projection screen as approved by client.

Provide ceiling mounted projector as approved by client.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS C20 STAIRS

SYSTEM DESCRIPTION Stairs, including stair construction and stair finishes, shall be provided as required by the building code to provide egress from the building from above or below grade level floors. Stairs shall be in accordance with UFC 1-200-01, General Building Requirements.

C2010 STAIR CONSTRUCTION

C201001 INTERIOR AND EXTERIOR STAIRS Exterior stairs shall be constructed of galvanized steel or reinforced concrete.

Concrete is an acceptable finish for exterior stairs. Exterior concrete stairs shall have cast aluminum treads with abrasive surface.

Steel stairs shall be primed and painted.

C201090 HANDRAILS, GUARDRAILS, AND ACCESSORIES Handrails and guardrails shall be galvanized steel. Handrails and guardrails shall present a smooth, unbroken surface throughout the length of the stair.

Handrails and guardrails shall be finished to withstand extreme wear conditions.

Metal ladders and railings complying with OSHA requirements shall be provided for access and protection to any mechanical mezzanines, lofts or other similar spaces.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS C30 INTERIOR FINISHES



SYSTEM DESCRIPTION

Interior finishes include wall finishes, floor finishes, wall base finishes, and ceiling finishes.

Provide aesthetically pleasing, functional, durable finishes appropriate to the buildings function. Acoustic properties of materials, as well as durability and ease of maintenance, shall be considered during material selection. Maximize the use of sustainable materials.

Color selections require the use of wall and floor finish material accents to enhance the color and appearance of the interior design. Provide a wall and floor color design that includes a minimum of two different accents colors throughout the facility. Submit pattern drawings of the accents design with the interior design submittal.

Finishes must meet requirements of NFPA 101.

GENERAL SYSTEMS REQUIREMENTS See "Room Requirements" for specific requirements on "Interior Finishes."

See Section C3010 and C3020 for minimum requirements on interior finishes. All wall/floor finishes shall be comprised of a field and a minimum of (2) two accents. Finish selections shall not be limited by pricing grade.

C30 SSPC QP 1 CERTIFICATION The Project requires industrial coatings on surfaces. All contractors and subcontractors that perform surface preparation or coating application shall be certified by the Society for Protective Coatings (formerly Steel Structures Painting Council - SSPC) to the requirements of SSPC QP 1 prior to contract award, and shall remain certified while accomplishing any surface preparation or coating application.

C3010 WALL FINISHES All interior wall finish materials shall be gypsum board. Provide vinyl wall covering and wood wainscot in the Commanding and Executive Officer’s office.

Provide porcelain or glazed ceramic tile wainscot in all toilet rooms to a height of 48-inch (1219 mm) above floor finish. Provide full height above floor finish porcelain or glazed ceramic tile in all shower rooms. Provide full height above floor finish solid surface in all shower stalls. Provide accent tile,



accent strips or other patterned design and accessory ceramic tile shapes as an integral part of the ceramic wall system.

Provide full and adequate protection systems for interior finishes. Commercial, premium grade, heavy, metal corner guards shall be used on all outside corners, as appropriate. Provide wall-mounted doorstops for all interior doors that do not have automatic closure mechanisms with travel limit adjustments. Provide door push plates and base plates as appropriate for the interior use and of the proper finish.

All interior wall finishes shall be as indicated in the “Room Requirements” and Room Finish Schedule portion of this RFP.

C3020 FLOOR FINISHES Building entrances shall be porcelain or ceramic tile.

In the office areas provide carpet tile.

a. Carpet Requirements

Surface Color: Multi-colored and Patterned Surface Texture: Loop, Cut/Loop, Tip-shear, Textured Loop Yarn Weight: 28 oz. Minimum. Dye Method: Solution Dyed Backing: Industry Standard

Primary floor finish in the Restrooms, Showers, and Locker Rooms shall be a urethane mortar system of non-slip, thru color flooring similar to Stonhard. Wall base shall be tile coordinated with the flooring material. Provide multiple colors, sizes, and/or styles to create a design for the User’s and NAVFAC Interior Designer’s Approval. At minimum, provide all manufacturers’ offerings of medium priced material at minimum.

Epoxy flooring can be provided in lieu of a urethane mortar system, but the product must be equal in durability, warranty, maintenance, and non-slip characteristics.

In the classrooms provide rubber tile flooring. Provide accent tiles and pattern to create interest.

Provide matching wall base with pre-formed corners.

Thresholds of nonferrous materials shall be used where flooring materials change in all areas except as noted.

Exposed concrete floors shall be coated with a sealer appropriate to the function of the space. Finish concrete surface smooth enough to meet the minimum requirements of this RFP or the floor finish manufacturer's smoothness requirements, whichever is the most restrictive. Exposed concrete floors that are not required to have an applied floor finish, shall receive a minimum of 3 coats of the manufacturer's approved sealer

In the storage areas provide sealed concrete flooring with a 4” rubber base unless otherwise indicated the Room Requirements portion of this RFP.

In the corridor areas provide vinyl planks or tiles with a 4” rubber base.



Wall base shall be 4-inch (102 mm) rubber cove wall base unless otherwise noted. Provide wall base in all areas where there is gypsum board construction at walls.

Restrooms shall be 12-inch x 12-inch (305 mm X 305 mm) min. porcelain tile.

All floor finish materials shall be as indicated in the Room Requirements portion of this RFP.

C3030 CEILING FINISHES Primary ceiling finish shall be 24-inch by 24-inch (610 mm x 610 mm) and 24-inch by 48-inch (610 mm X 1219 mm) by 5/8-inch (16 mm) minimum thickness suspended acoustical panel ceiling system, except provide a suspended gypsum board ceiling in entrance lobbies, restrooms, showers and other wet areas. Use moisture resistant, high density fiberglass with sound dampening qualities in wet areas. Acoustical panels shall have a tegular edge. Provide rated ceilings/systems where required by code.

Exposed structural systems shall be painted according to PTS Section C3040 INTERIOR COATINGS AND SPECIAL FINISHES.

Ceiling finishes shall be as indicated in the “Room Requirements” and Room Finish Schedule portion of this RFP.

C3040 INTERIOR COATINGS AND SPECIAL FINISHES Paint all interior exposed surfaces including metal items, such as interior grilles, registers, diffusers, access panels, and panel boxes.

CMU walls shall be one-coat latex block filler followed by one-coat alkyd wall primer/sealer and one finish coat alkyd semi-gloss enamel paint.

Gypsum board shall receive latex level 5 paint finish, lead free.

Moisture resistant gypsum board ceilings shall receive a coat of epoxy paint to withstand frequent steam and cleaning.

All primer and paint systems shall be the manufacturer’s highest premium quality professional grade. All materials shall be moisture and mildew resistant and easily cleaned. All Paint must be low or no V.O.C. Do not use lead or lead-based paint.

All floor finish materials shall be as indicated in the Room Requirements portion of this RFP.

--End of Section--


PART 3 - CHAPTER 6 / ESR D10 – Page 127

6. ENGINEERING SYSTEMS REQUIREMENTS D10 CONVEYING SYSTEM DESCRIPTION Conveying System shall include elevators to facilitate the transportation of people in a multilevel building. The conveying system shall comply with ASME A17.1 Safety Code for Elevators and Escalators (NOT California Code of Regulations CCR Title 8 Subchapter 6 Elevator Safety Orders), the NAVFAC Elevator Design Guide, and the NFGS-14240, NAVFAC Guide Specifications Section 142400 for Hydraulic Elevators. All new elevators shall conform to the Fire Fighters’ Emergency Operations requirements of ASME A17.1/CSA B44, Safety Code for Elevators and Escalators. D1010 ELEVATORS AND LIFTS

Design assembly and arrangement of elevator, accessories, and supporting systems in accordance with ASME/ANSI A17.1 and NAVFAC ITG FY01-1, Elevator Design Guide. Provide all materials and equipment, including but not limited to elevator cab and hoist equipment, operating and signal fixtures, doors, door and car frames, car enclosure, controllers, motors, guide rails, brackets, and testing. The following is a list of some requirements that are constantly overlooked and/or disputed: 1. Machine room and hoistway construction shall have a 2 hour fire rating. Machine room doors

shall have a minimum 1 ½ hour fire rating, be self closing and self locking. Means such as fire rated caulking and foam shall be applied as necessary to add to the control of smoke and gases; (ITG 01-01, 2-3.3; 2-3.4;)

- Ensure elevator machine room is located adjacent to the elevator hoistway; - Ensure that the elevator machine room (MR) lighting will provide a minimum of 19 foot

candles at any point on the elevator MR floor; - For all equipment that supports the elevator system and is located in the elevator

machinery room or hoistway, provide a separate fused disconnect or circuit breaker in the elevator machine room; NEC 620.55;

2. Only machinery, equipment, electrical equipment, electrical wiring, raceways, cables, fire

detecting systems, pipes, ducts, tanks, and sprinklers used in conjunction with the function or use of the elevator shall be permitted in the elevator machine room and hoistway; (ITG 01-01, 2-3.10; 2-5.6; 2-5.7;)

3. Ventilation means, either natural or mechanical shall be provided in elevator machine rooms

and hoistways. Machine room temperature and humidity shall be maintained in the range specified by the elevator equipment manufacturer to ensure safe and normal operation of the elevator. Means such as fire rated caulking and foam shall be applied as necessary to add to the control of smoke and gases; (ITG 01-01, 4-2.1;)

4. Grout areas and components as necessary, i.e. landing sills at landings and underneath

landing sills on the hoistway side, entrance frames, bottom of guide rails, etc; (ITG 01-01, 2-5.12;)

5. Sump Pump requirements:

(a.) A drain, or sump and sump pump of 3,000 g/hr (50 g/min) capacity shall be provided in the elevator pit. Positive means shall be provided to prevent water, gases, and odors from



entering the hoistway. Permanent piping shall be installed and routed to pump out of the elevator hoistway and machine room as necessary. Provide grated cover for sump; (ITG 01-01, 2-4.2; 4-3.1; 4-3.3;)

(b.) Elevator pit must have floor sump pit and pump. Pump to sanitary sewer through a 2 inch

air gap or directly through an oil/water separator to storm sewer, or to grade outside the building line, each in accordance with discharge permits, regulations, and statutes. Coordinate sump pit pump with the Architect, Structural Engineer, and Electrical Engineer; (ITG 01-01, 4-3.1;)

6. A fused or circuit breaker type disconnect switch shall be provided for each elevator in the

elevator machine room for each 120 VAC dedicated lighting circuit. Lighting switches, disconnect switches, and convenience outlets shall be labeled with circuit identification and origination; (ITG 01-01, 5-3.4; NEC 620-53; 620-22;)

7. Seismic requirements shall be provided as follows:

a. Hydraulic Elevators shall be provided with an Overspeed / Rupture / Safety Valve / Automatic Shutoff Valve, installed immediately adjacent to the hydraulic cylinder (jack) head. Piping must be treaded or welded;

8. The ASME A17.1 Elevator Safety Code for Elevators and Escalators requires means to

automatically shut down elevators prior to the application of water through fire sprinklers located in elevator machine rooms and top of hoistways. A NAVFAC Fire Protection Engineer shall determine when a fire sprinkler is required at the top of the hoistway. Department of the Navy policy requires water flow switches (NOT HEAT DETECTORS) in the fire sprinkler lines to automatically shut down the elevator(s) through a shunt trip circuit breaker. Each water flow switch arrangement shall include a shut off valve, check valve, and inspector’s test valve. The water flow switch arrangements shall be installed on the outside of machine rooms and hoistways. The control voltage for the shunt trip circuit breaker shall be supervised at the Building Fire Alarm Panel. Water flow switches shall be non-adjustable factory set at zero (0) time delay (e.g. Mfr: Potter, Model VS-SP). Disconnect switches and circuit breakers shall be labeled with circuit identification and origination;

9. Smoke detectors shall be provided in elevator lobbies at all floors and in the elevator machine

room. If a fire sprinkler is installed in the hoistway, a smoke detector shall also be installed at the top of the hoistway. Activation of any one of the smoke detectors mentioned here shall recall the elevator(s) in accordance with ASME A17.1 Safety Code for Elevators and Escalators. The “Fireman’s Hat” light indicator located in the elevator car operating panel (COP) shall light continuously when a smoke detector in an elevator lobby is activated, and shall light intermittently (flash on-and-off) when a smoke detector in the elevator machine room or top of hoistway is activated; (ITG 01-01, 5-2;)

10. GFCI convenience outlets shall be provided in every pit, elevator car top, and machine room.

Provide a “Twist Lock” simplex receptacle with matching plug, without GFCI protection, to supply the permanently installed sump pump; Mount sump pump receptacle 3’-0” above pit floor. Provide pilot lamp to verify circuit is energized. Provide label with circuit identification and origination; (ITG 01-01, 5-3.4; 5-4.1; ; NEC 620-23; NEC 620-85;)

11. A Hydraulic Elevator shall be provided with two (2) oil shut-off valves. One in the pit and one in

the elevator machine room. The valves shall be at least 1000 psi rated Water / Oil / Gas (WOG) ball valves;

12. All elevators shall be provided with two (2) alarm bells. One bell shall be battery operated, and

one shall be a 120 VAC operated bell. Both bells shall be activated through the push button



marked “ALARM” located on the elevator car operating panel (COP). Both bells may be installed on the elevator car top;

13. A separate certificate frame with 4 X 6 inches certificate window shall be provided in the

elevator adjacent to or on the elevator car operating panel. The certificate frame shall not be an integral part of the car operating panel that requires opening the car operating panel to gain access to the certificate; (ITG 01-01, 2-5.2;)

14. All elevators shall be provided with either hall lanterns and gongs at every landing, or car riding

lanterns and gongs. Lighting means shall be reliable, long lasting, energy efficient, and be virtually maintenance free;

15. Hydraulic elevators with holess/above-ground cylinder-plunger assemblies shall utilize single-

stage cylinder-plunger assemblies. Telescopic / Multi-stage hydraulic cylinder-plunger assemblies are prohibited. Holess / Above-Ground hydraulic single-stage cylinder-plunger assemblies shall be installed with the cylinder mounted directly on the pit floor and the plunger connected to the elevator car (inverted installation is prohibited); (ITG 01-01, 2-5.2;)

16. Perform (8 psig) pressure test of PVC liner/cylinder assembly. Perform the test of liner/cylinder

assembly as a sealed unit. Provide safety relief valve, set to relieve at (10 psig). Provide 4.5 inch diameter dial pressure gage scaled for 0-50 psig and calibrated to 0.5 percent accuracy and an air pressure admission throttle and shutoff valve. Perform the test from remote location outside of the elevator pit. Perform test in presence of, and witnessed by, a NAVFAC Certified Elevator Inspector. UFGS-142400, 2.4.5.4 (Revised–May 2010); NACFAC Design Build, Section D10/Conveying, 1.8.4 (d);

17. Provide proper size cylinder/plunger (jack) assemblies in order to limit the working pressure to a

maximum of 500 psi, as specified in the contract documentation; 18. Standard safety railing shall be installed on the top of the elevator when the horizontal distance

between the edges on the top of the elevator and the hoistway enclosure exceeds 12 inches. ASME A17.1, Rule 2.14.1.7.1;

19. Controllers, controls, control valves, switches, components, devices and tools shall be non-

proprietary. Proprietary knowledge, training, tools, programs, software, or hardware shall not be required to operate, adjust, analyze, troubleshoot, or repair the elevator system in its entirety;

20. Provide shunt trip breaker in the machinery room. Shunt Trip Circuit Activation: ASME A17.1

requires a means to remove power from the main line disconnect once the sprinklers in the elevator machine room and / or sprinklers in the elevator hoistway were activated; (ITG 01-01, 5-3.1;)

21. All elevator top of car emergency exits shall be arranged to be opened from within the car with

a keyed spring-return cylinder-type five-pin lock, and opened from the top of the car without the use of a key;

22. Hydraulic oil piping shall be Schedule 80, NOT Schedule 40; 23. Provide car and hoistway sills either nickel-silver or white-bronze material; (ITG 01-01, 2-5.11;

2-6.7;) 24. Provide proper size cylinder/plunger (jack) assemblies in order to limit the working pressure to a

maximum of 500 psi, as specified in the contract documentation;



25. Provide minimum speed of 100 f/m in both directions under all loading conditions. Maximum speed may not exceed 110 % of rated speed;

26. Provide threaded or welded fitting for the hydraulic oil supply line; 27. For elevator pit stop switch, provide push (to stop)/pull (to run) type stop switch; 28. Ensure that the pit lighting will provide a minimum of 10 foot candles at any point on the

elevator pit floor; 29. Provide “spring loaded roller guides” at all 4 corners of the car sling; 30. Provide a pit access ladder that complies with ASME A17.1, Rule 2.2.4, including:

- Top ladder rung shall be at least 48” above the level of the landing sill; - Minimum rung width of 16”; - Vertical rung spacing not greater than 12”; - Minimum of 7” horizontal clearance from wall or any other obstruction; - Within 39” of the means to unlock the pit egress door; - Pit ladder shall be designed to minimize slipping (e.g. knurling, dimpling, coating with skid-

resistant material, etc.). ASME A17.1, Rule 2.2.4.2.3; 31. Firefighter’s key switches for all elevators in the building shall be operable by the “FEO-K1” key.

The keys shall be Group 3 Security (Emergency Operation) that covers access or operation of equipment by emergency, authorized, and elevator personnel.

This key shall be of a tubular, 7 pin, style 137 construction and shall have a biting code of

6143521 starting at the tab sequenced clockwise as viewed from the barrel end of the key. The key should be coded as “FEO-K1”. ASME A17.1, Rule 2.27.8;

32. Endurance Tests - Each elevator will be tested for a period of one hour continuous run, with

specified rated load in the car. Restart the one hour test period from beginning, following any shutdown or failure; (Performance Technical Specifications, Section D10, 1.2.1 (3), Testing and Inspection for Elevators;

33. Acceptable Controller Suppliers. Provide microprocessor controller from one of the following

controller manufacturers:

a.) Elevator Controls Corporation 3525 La Grande Boulevard Sacramento, California 95823 b.) G.A.L. Manufacturing Corporation 50 East 153rd Street Bronx, New York 10451 c.) Motion Control Engineering, Inc. 11354 Whiterock Road Rancho Cordova, CA 95742-6522 d.) Virginia Controls, Inc. 2513 Mechanicsville Turnpike Richmond, Virginia 23223



34. Elevator Machine Rooms. Elevator machine rooms that contain solid-state equipment for elevators, other than existing elevators, having a travel distance exceeding 50 ft (15 m) above the level of exit discharge, or exceeding 30 ft (9150 mm) below the level of exit discharge, shall be provided with independent ventilation or air-conditioning systems to maintain temperature during firefighters’ emergency operations for elevator operation (see 9.4.3). The operating temperature shall be established by the elevator equipment manufacturer’s specifications. When standby power is connected to the elevator, the machine room ventilation or air-conditioning shall be connected to standby power.

35. Openings to Exit Enclosures. Elevators serving various stories of a building shall not open to an

exit enclosure.

D101001 GENERAL CONSTRUCTION ITEMS Provide a pedestrian traffic analysis to determine the size of the elevator. At minimum the size of the elevator shall be large enough to hold a gurney and emergency response personnel.

D101002 PASSENGER ELEVATORS Provide a minimum of one hydraulic passenger elevator, located adjacent to the main building entry. Speed and rated load capacity of the elevator(s) shall be based on designer's survey of the facility user needs. Elevator finishes and fixtures shall be derived from manufacturer's selections. Coordinate finishes with the interior architectural design, and be responsive to the user's needs and function. Passenger elevators shall be sized to vertically transport the largest movable equipment or furniture used on the project. Utilize stainless steel wall panels and hard finish ceiling. Coordinate the design of the elevator machine room with applicable codes and the elevator manufacturer's requirements. A machine room-less elevator is preferred.

--End of Section--


PART 3 - CHAPTER 6 / ESR D20 - Page 132

6. ENGINEERING SYSTEMS REQUIREMENTS D20 PLUMBING

Refer to Part 4 Section D20 for performance requirements of the building elements included in the plumbing system.


In addition to compliance with all applicable Building Codes, the Design-Build contractual documents shall conform to the Base regulations and requirements as stipulated in the Environmental Assessment, the current editions of the Camp Pendleton Base Safety Requirements, Base Exterior Architectural Plan (BEAP), and latest Camp Pendleton Requirements (CPR).

SYSTEM DESCRIPTION The plumbing system for the Combat Training Tank & Instruction Facility consists of all fixtures, potable cold and hot water piping and equipment, piping insulation, water heating equipment, sanitary waste and vent piping systems, natural gas piping and other specialty piping and equipment within 5 foot (1.5 meter) of the building. Refer to Building Requirements, Space Tabulations Section of the Project Program for building occupancy levels.

Provide complete and functional domestic cold/hot water distribution (heated hot water; HW recirculation loop), sanitary drainage, natural gas distribution systems with all associated fixtures, equipment and appurtenances. Combat Training Tank shall maintain a water temperature of 28 degrees Celsius (82 degrees Fahrenheit).

Contractor is encouraged to provide innovative approaches to energy conservation measures and renewable energy applications.

Energy efficient devices and renewable energy equipment shall be specified when possible if they are life cycle cost effective.

GENERAL SYSTEM REQUIREMENTS Provide working space around all equipment. Working space shall meet OSHA requirements. Working space shall allow space to perform maintenance functions as well as pull all coils, pumps, heat transfer surfaces, valves, valve operators, dampers, controls, wiring, conduit, fans, motors, etc. Provide concrete pads under all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria of PTS section D20 and the manufacturer’s recommendations.

The intent of the plumbing system design for the Combat Training Tank & Instruction Facility is to provide a system that meets all applicable codes and standards for commercial buildings. Design and installation shall be in accordance with the latest IPC, IMC, NFPA Standards, DOD design publications, and UFC 3-420-01, Plumbing Systems. The wastewater sanitary sewer site utility shall be designed according to the latest version of UFC 3-240-06A. Where the word "should" is used in the manufacturer’s recommendations, substitute the word "shall".

For domestic hot water generation utilize and provide commercial type natural gas fired hot water heaters and storage tanks. Provide a thermal expansion tank to be located in the cold water supply to the hot water heater. Provide a domestic hot water recirculation pump system with 100% redundancy. Provide balancing valves at the connections of the recirculation piping to the domestic hot water



piping. Instantaneous hot water heaters are acceptable for the Instruction Facility.

Provide solar heating system and integrated with the domestic hot water system for the Instruction Facility.

Combat Training Tank shall have a high capacity chlorination/filtration system to meet the training demand of the system. Provide N+1 redundancy or up to 50% redundancy for the filtration/pumping system.

The pool pump/chemical enclosure is limited in size. Provide outdoor rated equipment that can be installed outside of the pool pump/chemical enclosure and can be fenced in and canopied over.

All plumbing calculations shall be submitted for approval with all design submissions. Please refer to section Z10 under the Performance Technical Specifications, specifically paragraph 1.2 – Design Guidance. All calculations, basis of design, and other design documents shall show and demonstrate how the design will meet the minimum Silver LEED requirements. All design submissions, including calculations, shall show the LEED intent and how it will be met. Calculations shall include ASHRAE 90.1 – 2007 and EPACT 2005 analyses. Calculations shall include safety factors.

Contractor shall provide all calculations and test report data to Contracting Officer and PWD for verification.

Provide attachment calculations, details and loads to structural engineer of record for all mechanical equipment with significant hanging and/or vibration loads that are attached to the structure.

EPACT 2005 is based on ASHRAE 90.1 – 2004. The plumbing design and hot water tank sizing shall be based on the latest ASHRAE 90.1, which is 2007.

Provide electronic gas meters with accumulator capable of RF data transmission and wiring to local DDC controllers. Refer to the latest Camp Pendleton Requirements (CPR).

Provide seismic valves, regulators, filters and gas piping. Use low pressure natural gas piping inside the building for domestic hot water and heating equipment. Provide proper venting of the regulators.

Provide minimum 4” concrete pad under all equipment.

D2010 PLUMBING FIXTURES Provide quantity and type of plumbing fixtures required for the occupancy, use, and functions described for this facility. Refer to Room Requirements Section for additional specific requirements for spaces with plumbing fixtures. Provide handicapped fixtures in accordance with the referenced criteria in the Project Program. Provide hard-wired power to plumbing fixtures if auto-flush systems are installed.

D201001 WATER CLOSETS Refer to Room Requirement Section for the number and type of water closets required.

Provide floor mounted dual function flush valve type elongated water closets in all public restroom spaces.

Provide floor mounted ADA accessible dual function flush valve type elongated water closets in ADA accessible restroom spaces.



D201002 URINALS

Refer to Room Requirement Section for the number and type of urinals required.

Provide flush valve urinals with electronic flush control in all public restroom spaces.

Provide ultra low consumption (1 pint or less per flush) urinals in all public restroom spaces.

Waterless/waterfree type urinals are not acceptable.

D201003 LAVATORIES Refer to Room Requirement Section for the number and type of lavatories required.

Provide straight back wall mounted lavatories made of vitreous china. Provide drain guard in lavatories in all restrooms. Provide self-metering faucets. Faucets should be washer-less ceramic disc (drip less).

Provide ADA accessible lavatories and faucets in public restroom spaces. Provide under sink guard. Provide self-metering faucets. Faucets should be washer-less ceramic disc (drip less).

D201004 SINKS Refer to Room Requirement Section for the number and type of sinks required.

Provide a gage 18 stainless steel countertop kitchen sink with double compartment in Classroom D. Provide waste disposal unit. Faucets should be quarter turn washer-less ceramic disc (drip less)

Provide a terrazzo mop sink with stainless steel rim guard in the janitor’s closet spaces. Provide with faucet set having a pail hook, vacuum breaker, and ¾” threaded hose spout outlet.

D201005 SHOWERS/TUBS Refer to Room Requirement Section for the number of showers required.

Provide ceramic tile floors and walls and shower supply and drain fittings in the shower rooms. Showers valves should be mounted on the wall not in the wall

Provide ADA accessible handicapped showers with push button control.

Provide outdoor type showers for rinsing personnel prior to entering the tank.

Provide drainage for showers per UFC 3-420-01.

D201006 DRINKING FOUNTAINS AND COOLERS

Refer to Room Requirement Section for the number and type of water coolers required.

Provide combination (accessible and non-accessible) refrigerated drinking fountains in the public entry spaces. Provide water filters.

Provide bottle fillers and integrate with the water coolers.



D201090 EMERGENCY FIXTURES Provide combination emergency shower and eyewash assemblies where chemicals are stored and used and in pump and mechanical rooms and shop areas.

Provide outdoor emergency eyewash in the Combat Training Tank area. Locate between the combat training tank and the locker facilities.

Provide tepid water (65 F to 95 F) with water tempering valve assembly.

D2020 DOMESTIC WATER DISTRIBUTION Perform flow tests at each project site on the existing site water systems to determine system requirements. Contractor shall perform water flow tests in new distribution to verify flow and pressures to show it meets design requirements. Provide a minimum domestic water pressure of 25 PSIG at all fixtures. Contractor shall provide flow tests in existing water distribution systems at or near connection points.

Provide domestic hot water return lines to the nearest location of the fixtures for quick access to hot water. Waiting time for hot water at any fixture shall not exceed 10 seconds.

D202001 PIPES AND FITTINGS Provide type K copper tubing with either solder or braze fittings for above ground and below ground piping. Provide type K copper tubing and fittings with corrosion protection tape or encasement for buried piping. No pressure tubing except trap primers shall be permitted under floor slabs. No other pipe materials shall be used. Only the main building water service and trap primers will be permitted under the floor slab but supported from the slab. Minimize the length of the main building service under the building floor slab. Press, Press-On or Push-On, extruded, grooved and any similar mechanical fittings shall not be used or allowed.

D202002 VALVES & HYDRANTS Provide shutoff valves at water supplies to fixtures and to provide ease of maintenance as required in the IPC. Provide isolation valves at supply to each restroom to isolate from the water main.

Provide interior hose bibs in mechanical rooms, restrooms, shower rooms and other locations in the facilities as necessary.

Provide readily accessible ball isolation valves at domestic cold and hot water supplies. Provide sectional shutoff valves for domestic cold and hot water for each bathroom (group). Provide wall or ceiling access panels to conceal isolation valves. Clearly label on panel covers “DOMESTIC WATER ISOLATION VALVES”.

Provide exterior hose bibs with vacuum breakers along the building exterior such that all points along the perimeter can be reached with a 30 meter (100 foot) long hose.

Provide exterior hose bibs with vacuum breakers in the drying cage area.

D202003 DOMESTIC WATER EQUIPMENT

Provide reduced principle backflow preventer assemblies and at points within domestic water systems as specified by IPC. Locate at the service entrance to the facility. Provide strainer at main entrance of



domestic water to the building.

Provide an architectural screen for backflow preventer located outside.

Provide reduced pressure principle type backflow preventer assemblies at all make-up water lines inside the mechanical/equipment rooms and at all make-up water lines to systems containing chemical treatment.

Provide remote digital read-out water meters with electronic accumulator and connect read-out to the building central DDC control panel. Meters shall be compatible with the RF hand held meter reading system. Water meter types and models should be verified and approved by Camp Pendleton energy management and utility department for compatibility with existing system.

Provide storage type natural gas fired hot water generators for heating domestic water. The hot water generators shall be in accordance with ASME and NSF 61. The domestic hot water shall be heated and stored at 60 degrees Celsius (140 degrees Fahrenheit) and delivered at 43.33 degrees Celsius (110 degrees Fahrenheit) to the hot water fixtures. Instantaneous gas fired hot water heaters are also acceptable to use.

Provide separate outdoor type natural gas-fired hot water generators for heating the combat training tank. The hot water generators shall be in accordance with ASME and NSF 61. The hot water generators shall be sized to maintain water temperature of 28 degrees Celsius (82 degrees Fahrenheit) all year round.

Provide solar thermal hot water system as supplemental for the Instruction Facility domestic hot water.

As an option, provide a solar thermal hot water system for the combat training tank and connect to the tank heating and circulating system.

Provide a strainer upstream of thermostatic mixing valve on both hot water connections to protect the small orifice in the mixing valve from debris that may be in the line.

Provide domestic hot water recirculation system with high efficiency pumps. Provide in-line circulator for domestic hot water distribution system.

Provide variable pumping system with high efficiency pumps for the Combat Training tank.

Provide 100% redundancy for pumps (except elevator sump pump).

Provide water hammer arrestors where required to preclude water hammer under all operating scenarios.

Provide trap primers to all floor drains and floor sinks.

Provide minimum 100mm (4”) thick concrete housekeeping pad for floor mounted equipment when necessary.

D202004 INSULATION & IDENTIFICATION Provide mineral fiber insulation with vapor barrier on domestic hot water supply and recirculation piping. Provide polyisocyanurate insulation with vapor barrier on domestic cold water supply piping. Provide identification for piping and equipment.



D202005 SPECIALTIES Provide domestic water connector boxes for refrigerators.

Provide valve box for buried valves.

Combat Training Tank shall have a chlorination/filtration/pumping system to meet the extra heavy duty use training demand of the end user. Expect that trainees will be going in the combat training tank in dirty clothes and in full military gears and therefore need to rapidly clean and disinfect the tank. The turnover rate and tank recirculation system shall be capable of processing one pool volume of water in three hours or less. Provide sand filtration system, recirculation pumping system and hypochlorination system. Provide N+1 redundancy or up to 50% redundancy for the pool equipment system. Provide a bypass piping system so that the tank can continue functioning while the chlorination/filtration system is under maintenance. Coordinate the backwash schedule with the Government and Base Staff to ensure that the existing sewer line will not be overwhelmed and can meet the demand of the existing sewer system. Provide a retention tank if needed. Provide flow measuring control system. The chlorination/filtration/pumping system shall have the capability to be monitored remotely.

Provide all other equipment such as skimmers, cleaners, vacuum system, overflow system, retention system and other appurtenances for a complete and functional combat training tank.

Equipment provider shall have at least 10 years of large Olympic size training pools, large public recreational pools and/or aquatic parks design.

D202090 OTHER DOMESTIC WATER SUPPLY Provide piping supports in accordance with the IPC. Provide inspections, disinfection, and testing in accordance with the IPC.

Provide Schedule 80 CPVC piping for chlorinated water supply and circulated piping system.

D2030 SANITARY WASTE

D203001 WASTE PIPE & FITTINGS Provide hubless cast iron pipe and fittings, rubber compression gasket joints for above ground installation.

Provide PVC SDR-35 piping, fittings, and solvent cement for below ground installation. Refer to latest CPR.

Provide steeper slope (greater than 2%) of the main lines for better drainage due to use of low flow fixtures.

D203002 VENT PIPE & FITTINGS Provide cast iron hubless pipe and fittings, rubber compression gasket joints. Vent pipe for sound sensitive occupancies shall be Cast Iron per CISPI 301 and 310 specifications, plastic PVC piping, fittings and solvent cement per ASTM D2665 or ASTM D2661. Reference latest CPR.



D203003 FLOOR DRAINS Provide in floor drains in the restrooms, plumbing chase areas, and to receive condensate from air handling equipment. Provide floor sinks in the mechanical rooms. Provide deep seal traps on all floor drains and floor sinks and provide automatic trap primers.

Provide outdoor floor drains for the outdoor showers.

The floor drain must accommodate the full flow of the ES/EWS to avoid spilling water over the containment area, into the hazardous material storage area, and to avoid damage to the material and the facility in case of continuous ES/EWS operation.

Do not provide floor drains or floor sinks within any containment perimeters.

All drains exposed to wind-blown or wash-down dirt/sand shall be designed and type selected to prevent clogging under normal operating conditions.

D203004 SANITARY & VENT EQUIPMENT

Provide sump pump system in the training tank observation pits and connect drain to sanitary sewer line.

D2040 RAIN WATER DRAINAGE

D204001 PIPE & FITTINGS Provide cast iron hubless pipe and fittings above ground. Provide PVC SDR-35 piping, fittings, and solvent cement below ground.

D204002 ROOF DRAINS Provide roof drains and overflow drains that are compatible with the roofing system.

D204004 INSULATION & IDENTIFICATION Provide the same as domestic water piping.

D2090 OTHER PLUMBING SYSTEMS

D209001 SPECIAL PIPING SYSTEMS Obtain natural gas pressures from the Public Works Office. Contractor is responsible for any applications and permits, and shall provide the complete natural gas system from the load side of the utility meter to the heating equipment. If either a high or medium gas pressure service is employed for this project, provide gas pressure reducing valves and regulators for serving the building. Provide in accordance with NFPA requirements. Provide natural gas connections for all gas-fired HVAC equipment and domestic water heaters. Vents and flues for gas fired equipment shall meet NFPA and UL listed requirements. All vents on gas control valves shall be routed outdoors as required by NFPA.

At Camp Pendleton, natural gas connections are almost exclusively to base owned lines



The Contractor shall be responsible for connecting to the existing services and shall provide the complete natural gas system, including meter, regulator, filter, etc., for the building.

Natural gas welded black steel main piping inside the building. Provide screwed fittings only in the branch piping very close to serving mechanical equipment.

Provide flexible connection to gas fired equipment per code requirements.

Provide a remote digital read-out gas meters with electronic accumulator. Connect read-out to the central DDC panel. Meters shall be compatible with the RF hand held meter reading system. Gas meter types and models should be verified and approved by Camp Pendleton energy management and utility department for compatibility with existing system.

Provide PVC Schedule 80 piping for the chlorination system.

D209007 Domestic Solar Hot Water Provide a complete closed loop solar domestic hot water system. System shall include but not limited to solar collectors, roof supports, piping, pumps, hot water storage tanks, heat exchangers, controls and other components needed for a complete solar thermal system. Provide a system designed to provide a minimum of 60% (max of 70%) of the domestic hot water daily demand. All systems shall have conventional backup systems. Systems shall be set up in a preheat layout. For the combat training tank, provide a solar hot water system to supplement the pool heating system. Capacity shall be based on the available canopy area. Expansion tanks shall be sized per manufacturer’s recommendation or greater for stagnation protection. It is recommended to oversize expansion tanks to protect against stagnation in off hours.

All pressurized closed loop systems shall have a pressure sensor for monitoring and alarm. When pressure falls below a safe level of operation an alarm shall be sent to the controls system and the solar thermal system shall be shut down to protect equipment from damage. Panels must withstand stagnation temperatures of up to 300 deg F. All systems shall have a vacation mode to prevent stagnation. See part 4 D30 for additional requirements.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS D30 HVAC

Refer to Part 4 Section D30 for performance requirements of the building elements included in the HVAC system.

Maximize the use of sustainable techniques and materials (See General Module Part 2 Section 01 33 10.05 20).

In addition to compliance with all applicable Building Codes, the Design-Build contractual documents shall conform to the Base regulations and requirements as stipulated in the Environmental Assessment, the current editions of the Camp Pendleton Base Safety Requirements, Base Exterior Architectural Plan (BEAP), and Camp Pendleton Requirements.

SYSTEM DESCRIPTION

Provide a heating, ventilating and air conditioning (HVAC) system for the Instruction Facility that attains the following objectives: Occupant comfort, Indoor air quality, Acceptable noise levels, Energy efficiency, Reliable operation, and Ease of maintenance. Design and installation shall be in accordance with IMC and UFC 3-400-10N, Mechanical Engineering. California Energy Performance Standard Title 24, 2008 has been determined to be equivalent to ASHRAE 90.1, 2007 Appendix G and may be used in lieu of ASHRAE 90.1 for Energy performance and consumption calculations. The latest Title 24 version shall be used.

All HVAC calculations shall be submitted for approval with all design submissions. Please refer to section Z10 under the Performance Technical Specifications, specifically paragraph 1.2 – Design Guidance. All calculations, basis of design, and other design documents shall show and demonstrate how the design will meet the certified LEED Silver requirements. All design submissions, including calculations, shall show the LEED intent and how it will be met. Calculations shall include ASHRAE 90.1 – 2007 and EPACT 2005 analyses. Calculations shall include safety factors.

Contractor shall provide all calculations and test report data to Contracting Officer and PWD for verification.

Provide attachment calculations, details and loads to structural engineer of record for all mechanical equipment with significant hanging and/or vibration loads that are attached to the structure.

USGBC LEED Silver certification is required for this project. Contractor is encouraged to provide innovative approaches to energy conservation measures and renewable energy applications.

Energy efficient devices and renewable energy equipment shall be specified when possible if they are life cycle cost effective.

Refer to Building Requirements, Space Tabulations Section of the Project Program for building occupancy levels. Any combination of equipment that attains these goals, and meets the requirements outlined below, will be acceptable.

Mechanical equipment on the roof is not acceptable.



GENERAL SYSTEM REQUIREMENTS Contractor/Designer of Record, (DOR) shall comply with NAVFAC SW Interim Guidance CI-10-9, for Energy Conservation Guidance dated 22 September 2010, See part 6.

Contractor/Designer of Record, (DOR) shall comply with NAVFAC SW Interim Guidance CI-12-02, dated 05 March 2012 for design methods of Variable Air Volume (VAV) System supply and return ductwork.

Provide working/service clearance around all equipment in accordance with manufacturer’s recommendations. Working space shall allow space to perform maintenance functions as well as pull coils, pumps, heat transfer surfaces, valves, valve operators, dampers, pipes, wiring, and conduit. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per OSHA requirements, the criteria in PTS Section D30 and the manufacturer's recommendations. Where the word "should" is used in manufacturer’s instructions, substitute the word "shall".

Provide air conditioning and heating for spaces as indicated and for the following Design conditions:

Outside Conditions Summer 89 Degrees F dry bulb Winter 33 Degrees F

31.7 Degrees C dry bulb 0.5 Degrees C 68 Degrees F wet bulb 20 Degrees C wet bulb

Inside Conditions Summer 75 Degrees F dry bulb Winter 68 Degrees F

23.9 Degrees C dry bulb 20 Degrees C 50 %RH

Shower/Locker Rooms Inside Conditions Summer 78 Degrees F dry bulb Winter 70 Degrees F

25.6 Degrees C dry bulb 21.1 Degrees C 50 %RH

NMCI/Data/Telephone Room and Electrical Room Inside Conditions

Summer 76 Degrees F dry bulb Winter 45 Degrees F 24.4 Degrees C dry bulb 7.2 Degrees C 50 %RH



Heating & Ventilating Inside Conditions Summer 5 Degrees F dry bulb

above ambient Winter 70 Degrees F

3 Degrees C dry bulb above ambient

21.1 Degrees C

15 Air changes per hour

Provide Ventilation rates and systems per the latest edition of California Title 24 requirements, UFC 3-410-2N, ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality and the International Mechanical Code, whichever is more stringent.

The entire HVAC system shall comply with the acoustical requirements for appropriate type of facility as defined by the 2007 ASHRAE handbook, HVAC Applications – Chapter 47, Table 42.

Exceed California Energy Performance Standard Title 24 by at least 30% or, alternatively, if a 30% reduction is determined, based on analysis, not to be life cycle cost effective, the designer of record (DOR) shall use an iterative procedure to find the lowest level of energy consumption that is life cycle cost effective, but no less than 14% reduction.

The HVAC system shall provide each zone with the choice of heating and/or cooling year round unless otherwise indicated. Each zone shall have its own limited range of control, as allowed by the control system central workstation.

Provide separate zone for the offices.

Provide heating and cooling and demand ventilation via CO2 sensors for the classrooms to control outside air. Classrooms shall be separate zones. The noise criterion (NC) for the classrooms and training rooms shall be 30 NC maximum.

Provide exhaust ventilation system for the combination shower/locker rooms and restrooms at a minimum 2 CFM/SF or a minimum of 20 air changes per hour, whichever is more stringent.

Zone the system to allow for separate operation of the administration support areas and instructional areas. Only the administrative support areas are occupied during a normal work week. The rest of the areas are occupied 7 days a week.

Corner rooms with different orientations shall have separate zones.

Zone the HVAC system as follows:

• Each classroom shall be a separate zone.

• Offices shall be a separate zone.

• Communication Gear Storage shall be a separate zone.

• Battery Storage/Hazmat Storage/Secured Radio Storage shall be a separate zone.

• Restrooms and shower/locker rooms shall be separate zones. Provide 20% conditioned air and 80% transfer air



• Storage rooms shall be separate zones.

• Electrical rooms shall be separate zones, using ductless split type heat pump unit if heat generating equipment are in the room. Electrical rooms without heat generating equipment such as transformers, etc. can be ventilated only.

• NMCI/Data/Telephone Rooms shall be separate zone, cooling only using ductless split type air conditioning unit.

• Janitor’s closets, elevator machine room, fire protection room, and mechanical room shall be a separate zone, ventilated only. Optimize energy performance to the greatest extent possible.

• Pool pump and chemical enclosure shall be naturally ventilated. If the pool pump and chemical enclosure is fully enclosed, then provide mechanical exhaust ventilation and a minimum air change of 12 ACH.

Noise levels shall comply with the specific area requirements as outlined in the ASHRAE Application Handbook. See Section D30 for additional requirements.

Material and Equipment Qualifications: All materials and equipment shall have been in satisfactory commercial or industrial use for 2 years prior to the bid opening. The 2-year use shall include applications of equipment and materials under similar circumstances and of similar size. The product shall have been for sale on the commercial market through advertisements, manufacturer’s catalogs, or brochures during the 2-year period.

Motors: Single-phase fractional horsepower alternating-current motors shall be high efficiency types corresponding to the applications listed in NEMA MG 11. Select polyphase motors based on high efficiency characteristics relative to the applications as listed in NEMA MG 10. Additionally, all polyphase squirrel-cage medium induction motors with continuous ratings shall meet or exceed energy efficient ratings per Table12-10 of NEMA MG 1. Provide premium efficiency motor rated 0.75 kW (1 hp) and above. Provide controllers for 3-phase motors rated 0.75 kW (1 hp) and above with phase voltage monitors designed to protect motors from phase loss and over/under-voltage. Provide means to prevent automatic restart by a time adjustable restart relay. For packaged equipment, the manufacturer shall provide controllers including the required monitors and timed restart. Provide reduced voltage starters for all motors 25 hp and larger.

Provide minimum 4-inch (100 mm) thick concrete housekeeping pads and vibration isolators under all floor-mounted equipment.

All mechanical equipment shall have painted finishes that pass a salt-spray test conducted per ASTM B117 for duration of at least 2500 hours.

All mechanical equipment HVAC cooling/heating and condenser coils shall be provided with copper fin/copper tube coil construction. The heat transfer rating shall be as installed.

All equipment shall be installed per the manufacturer’s recommendations and meet or exceed the ASHRAE 90.1 requirements and Title 24 requirements. Provide calculations and equipment selections showing how the energy efficiency requirements will be met.

Base boiler inspector shall witness Hydro-test of boilers at 150% of operating Pressure or 1.5 times maximum allowable working pressure (MAWP) whichever is less.

Contractor to provide training sessions for all HVAC equipment and DDC control systems. Provide DVD of the training lessons and sessions.



D3020 HEAT GENERATING SYSTEMS Contractor shall provide the most cost and energy efficient source for the heating system.

D302001 BOILERS Provide a hot water boiler in full compliance with the latest Camp Pendleton Base Requirements. Boiler must have IRI gas train and meet CSD-1 compliance.

Provide gas fired hot water boilers with 75% redundancy (size each boiler for 75% full load capacity). Provide 100% redundancy for circulating pumps.

Provide complete commissioning, start-up and operational testing of the heating hot water equipment. D302005 EQUIPMENT THERMAL INSULATION

Provide insulation for hot water pumps and other associated heating equipment. Provide vapor barrier jacket for hot water applications.

D303002 DIRECT EXPANSION SYSTEMS Provide a dedicated air-cooled direct expansion (DX) ductless split system cooling only unit for the NMCI/Telecom space. The ductless split cooling unit shall cool all telecommunication/data/NMCI equipment loads with the room. Provide adjustable controller with LCD display that comes with the spit unit system and shall be connected to the base EMCS.

Use of any Package Unit with CFC and HCFC type refrigerants or any refrigerant with phase out schedule is prohibited.

Provide complete commissioning, start-up, flushing and operational testing of cooling equipment.

D3040 DISTRIBUTION SYSTEMS

D304001 AIR DISTRIBUTION, HEATING & COOLING Provide insulated, galvanized steel ductwork constructed, braced, reinforced, installed recommend insulated duct in concealed indoor locations and double wall outdoors and in mechanical rooms, supported, and sealed per the IMC and SMACNA standards.

Provide a Variable Air Volume (VAV) system using ducted returns. VAV units shall be located above ceilings and allow for maintenance and removal of units through lockable access panels. Provide reheat coils.

Ductwork shall be concealed within the building with ceilings.

Exposed ductwork is acceptable within the building without ceiling space and shall be of high finish grade and quality for visual appearance and function.

Provide drainable intake painted steel louvers and backdraft dampers.

Provide grilles, registers, and diffusers.

D304003 HOT WATER DISTRIBUTION SYSTEMS Provide a primary constant speed and secondary variable speed pumping system with automatic by-



pass from supply to return controls to serve the HVAC equipment throughout the facility. Provide two secondary pumps for lead/lag and 100% redundancy. Differential water temperature for system is 16.6 deg. C (30 deg. F).

Provide insulated type K copper hot water supply and return piping to serve the HVAC equipment throughout the facility. Press, Press-On or Push-On, extruded, grooved and any similar mechanical fittings shall not be used in chilled or hot or supply water distribution system.

Provide air control and chemical treatment equipment for hot water piping system. Utilize non-chemical treatment system whenever possible.

Provide an expansion tank for the hot water piping system.

Provide valves and related hot water appurtenances.

Allow for sufficient space and clearance in the mechanical room for all heating equipment and piping.

Provide system flushing, start-up and commissioning for the hot water piping system.

D304007 EXHAUST SYSTEMS Provide ductwork constructed, braced, reinforced, installed, supported, and sealed per the IMC and SMACNA standards.

Provide ducted exhaust ventilation systems and exhaust fans to serve all ventilated zones of the facility. Select direct drive fan motors with in line type centrifugal exhaust fans in accordance with application requirements.

Provide sidewall exhaust fans with thermostat control to ventilate the attic space.

D304008 AIR HANDLING UNITS Contractor shall determine the most cost and energy efficient source for the air handling system.

Provide VAV air handling units to serve the Instruction Facility. Provide outdoor type units for the entire building. The air handling system will have heating and DX cooling coils, 100% economizer section capable of providing 100% outside air, filter section, condenser section, supply and return plug fan sections, variable frequency drives (VFD) and controls to serve the cooling, heating and ventilation requirements of the facility. The VAV air handling units shall have stages of capacity control to match the load requirements of the conditioned spaces. Air handling units shall have a minimum of 4” thick casing. The VFDs shall have a compartment integral with the unit and shall be water resistant, conditioned and vented.

Provide units with MERV 8 filters during construction. Provide units with MERV 13 filters following construction. Provide marine environmental construction features and corrosion protection for casing and coils.

Provide with differential enthalpy economizer.

Provide with stainless dampers.



D3060 CONTROLS AND INSTRUMENTATION

D306001 HVAC CONTROLS

D306001 1.1 DIRECT DIGITAL CONTROLS (DDC)

Provide a complete Direct Digital Control (DDC) system for the facility.

For the San Diego METRO area, provide COMPLETE AWEMS/ DDC Direct Digital Controls (DDC) to comply with the requirements specified in UFGS SECTION 23 09 23.22 20, San Diego Area-Wide BACnet Direct Digital Control Systems. The existing DDC system was manufactured by JCI. The DDC system shall utilize Johnson Controls, Inc. (JCI) brand name equipment compatible with the Area-Wide Energy Management System. Point of contact for Area-Wide Energy Management System requirements is Coastal IPT DDC Industrial Controls group at (619) 556-7991. Contractor shall ensure controls system interfaces with existing DDC system in a seamless manner utilizing existing government-licensed software such that the entire system is complete and functional. Provide Type A Controls as specified in UFGS Specification SECTION 23 09 23.22 20 for the project. AWEMS connection is not required. Devices Allowed: Network Thermostat Controllers (NTCs). Items not required: Building Network Controllers, Universal Programmable Controllers, Variable Air Volume (VAV) Controllers, DDC Trends, Contractor Field Test (CFT), AWEMS ADX Server Connectivity, Graphics, and Cabinet. Items Required: Time clock, Master Slave/Token Passing MS/TP Trunk, and Limited Drawings (Floor Plans, NTC locations, MS/TP routing and power wiring routing). Contractor will confirm Government selection of Type A or provide rational to use type B or C DDC Controls during the proposal process. Provide Type B Controls as specified in UFGS Specification SECTION 23 09 23.22 20 for the project. AWEMS connection is required. Complexity of the mechanical design does not preclude the use of Network Thermostat Controllers. Devices Allowed: Network Thermostat Controllers (NTCs) and Building Network Controllers. Contractor will confirm Government selection of Type B or provide rational to use type A or C DDC Controls during the proposal process. Contractor shall provide training of sufficient length such that the maintenance personnel will be able to maintain and operate the controls system

Provide operator workstation and portable operator workstation computers.

Utility meters that meter the total usage of a facility shall be connected to DDC unless are to be connected to AMI (Advanced Metering Initiative). However, utility meters or transducers measuring utility usage or the production output of a system (such as chiller plant electricity usage, boiler natural gas usage, boiler steam production, cooling tower water usage, etc.) shall be provided and monitored by DDC to establish a baseline for future trending, measurement, and verification. Set up trend reports to record data daily and store values in the DDC Building Network Controller, operator workstation, or fileserver.

Provide air handlers and all terminal units, including VAV boxes, with discharge/supply temperature sensors.

Provide air handler unit outside air inlet CFM air flow monitoring stations.

Provide HVAC shutdown switches that directly interrupt the control voltage of DDC relay circuits to shutdown all HVAC equipment when activated. System shutdown shall occur in all modes of



operation (e.g. Auto, Bypass or Hand modes). Precautions shall be taken for single-path systems to prevent equipment and duct damage. Provide with a push to activate, turn to reset, red button. The double pole switch (primary pole to interrupt panel mounted shutdown relay power and second pole for switch status) shall be placed in a yellow enclosure with a spring loaded, clear, and hinged protective cover. The enclosure shall be labeled with engraved words reading "Building Ventilation Emergency Shutoff".

D306001 1.2 ELECTRONIC CONTROLS Provide electronic controls for the HVAC systems and equipment.

D3070 SYSTEMS TESTING AND BALANCING Provide complete Testing and Balancing (TAB) of all air and water distribution systems and HVAC equipment in full compliance with NEBB requirements The Designer of Record shall edit UFGS TAB 23 05 93 to make the TAB specification project specific and shall include in the design submittal.

D307003 HVAC COMMISSIONING

Refer to RFP Part 3 - Project Program, Chapter 2 for Building Commissioning requirements. Mechanical systems to be commissioned, if provided, include HVAC systems and controls, refrigeration systems and controls, renewable energy systems, and domestic hot water systems. Provide commissioning in compliance with SMACNA standards level II.

D3090 OTHER HVAC SYSTEMS AND EQUIPMENT

D309001 GENERAL CONSTRUCTION ITEMS Provide seismic restraints and Comply with the Force Protection Criteria.

D309090 OTHER SPECIAL MECHANICAL SYSTEMS Provide total energy (enthalpy) type energy recovery wheels (heat wheels) in the air handling system, if economically feasible. Provide innovative mechanical systems such as run around recovery, demand ventilation, etc., in the design for optimizing energy performance.




6. ENGINEERING SYSTEMS REQUIREMENTS D40 FIRE PROTECTION

Refer to Part 4 Section D40 for performance requirements of the building elements included in the fire protection systems.

The Design Build contractual documents shall conform to the all applicable Unified Facilities Criteria, Building Codes, Base regulations and requirements as stipulated in the Environmental Documents, the current editions of the Camp Pendleton Base Safety Requirements, Base Exterior Architecture Plan (BEAP), and Camp Pendleton Requirements. The contractor shall comply with the latest Camp Pendleton Requirement at the time of award.

SYSTEM DESCRIPTION

Fire alarm and suppression systems shall be provided in the Training Tank and Instruction Facility including the Pump / Pool Chemical Storage Building and Mechanical Building to protect life and property by facilitating fire detection and occupant notification while limiting fire growth. Provide an integrated fire alarm and mass notification system capable of notifying building occupants inside and around the facility.

The fire alarm and fire suppression systems shall be designed in accordance with UFC 3-600-01 and 3-600-10N. The mass notification system shall be designed in accordance with UFC 4-021-01.

GENERAL SYSTEM REQUIREMENTS Provide working space around all equipment. Provide concrete pads under all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria of Performance Technical Specifications (PTS) in Part 4 Section D40 and the manufacturer’s recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "shall". All Design Documents, (i.e. Building Code/Life Safety Analysis, plans, specifications, and calculations) developed for Section D40 shall be prepared by, or under the supervision of the design/build contractor's Qualified Fire Protection Engineer, the Fire Protection Designer of Record (FPDOR).

Construction surveillance, inspections, and testing shall be provided by the Fire Protection QC Specialist (QCFPE). See PTS in Part 4, Section D40.

Installation drawings, shop drawings or working plans, calculations, other required pre-construction documentation and as-built drawings shall be prepared by, or under the direct supervision of a NICET engineering technician as specified below. NICET engineering technicians shall hold a current certification as an engineering technician in the field of Fire Protection Engineering Technology with minimum Level III certification in the appropriate subfield. Provide training for the active systems consisting of two (2) eight (8)-hour sessions to accommodate all shifts of the base fire department and allow for rescheduling for unforeseen fire department responses.



Fire sprinkler and fire alarm shop drawing level designs with manufacturer’s catalog data and calculations must be provided by the Pre-final (100%) design submittal.

Comply with the latest Camp Pendleton fire protection requirements at the time of award, see “Camp Pendleton Requirements” in Part 6.

D4010 FIRE ALARM AND DETECTION SYSTEMS Provide an addressable integrated fire alarm and mass notification system (MNS) capable of notifying building occupants inside the Training Tank and Instruction Facility including the Pump / Pool Chemical Storage Building and Mechanical Building. Provide a complete, electrically supervised, addressable intelligent, manual and automatic, annunciated fire alarm and detection system throughout the facility. The system shall be a voice evacuation type system and shall also serve as a public address system within the building. These integrated systems shall be capable of notifying building occupants by means of tones, strobes, pre-recorded and live voice announcements. The fire reporting portion of the system shall be compatible with the existing base fire reporting system. The fire alarm system shall include manual stations, system smoke detectors, duct smoke detectors, audio/visual alarms, Digital Alarm Communicator Transmitter (DACT), and electrical supervision of all sprinkler system alarm and supervisory devices.

The fire alarm control panel shall be capable of handling a minimum of 500 individually identified sensors within the main control panel. Provide Class B Notification Appliance Circuits, Class B Signaling Line Circuits, and Class B Initiation Device Circuits.

Manual pull stations shall be semi-flush.

Provide a remote annunciator located at the main entrance.

Type THWN/THHN insulated wire is not acceptable for underground wiring of fire alarm circuits, provide type THW or XHHW for wiring in wet locations.

The Digital Alarm Communication Receiver (DACR) located at the Joint Emergency Communications Center is a Radionics/Bosch D6600. The receiving station dispatch software is GE MasterMind Monitoring Software. The preferred mode of fire alarm signal transmission is Contact ID. The primary and backup phone numbers will be made available during the pre-final inspection. The fire alarm control panel shall be programmed with primary and backup phone numbers. The DACR shall receive a distinct description for each type of initiating device. The phone lines shall be installed in conduits from the DACT location to the telephone backboard location. The fire alarm/MNS system batteries shall provide 60 hours of standby power followed by 15 minutes of alarm power. The fire alarm/MNS system must be compatible with the existing WAVES base-wide MNS system manufactured by MADAHCOM/Cooper Industries. Provide an 18" x 18" space adjacent to the fire alarm/MNS panel for the government provided and installed MNS transceiver panel (Cooper Notification TRX-401). A minimum 1-1/2" conduit with LMR 400 cable from the transceiver enclosure to 4 ft. above the roof-line with a roof mounted weather-head must be provided for the future antenna installation. A minimum of 6 ft. of LMR 400 cable must be coiled at each end for the future antenna installation. The maximum distance from the transceiver enclosure to the weather-head is 200 ft. longer cable runs require upgrade to LMR 600 type cable. Dedicated 110 VAC power terminated to a 20 Amp breaker must be provided to the lower right area of the MNS transceiver enclosure. Conduits must also be provided from the fire alarm/MNS panel to the transceiver enclosure for future panel interconnections. A separate junction box containing a terminal strip, with a minimum of four



contacts, for the future MNS transceiver connections must be provided. The audio input and normally open relay connections must be fully programmed as a second microphone one way input and all components provided in the FACP/MNS voice panel for the future transceiver connection. These connections must be clearly labeled. In addition, a 3/4-inch conduit runs from the transceiver enclosure to two central locations of the facility. The conduit must be routed to the speaker mounting areas with a flush mounted 4” x 4” x 4" EMT box with (decorative) cover; these EMT boxes may also be above false ceilings and well marked for MNS. These two speaker locations can be the duty room, administration room, command area, central hallway, day lounge, etc. These speakers must be installed within 150 ft. of the transceiver enclosure. All dedicated conduit runs must have a pull string and are adequately marked for their future use. Provide all materials and labor necessary to interface the building mass notification system with the existing wide area mass notification system.

The fire alarm drawings shall show the location/provision of the emergency HVAC shut off button that is provided and installed by the mechanical contractor.

D4020 FIRE SUPPRESSION WATER SUPPLY AND EQUIPMENT

For bidding purposes, base the hydraulic calculations on the fire hydrant flow test conducted on 27 June 2013 with a static pressure of 83 psi and 900 gpm available at a residual pressure of 75 psi. The calculations shall include a 10% safety factor on the water supply curve (74.7 psi static, 900 gpm flow, 66.7 psi residual).

The FPDOR shall conduct a fire hydrant flow test after the contract is awarded. The test shall be coordinated with Camp Pendleton Deputy Fire Marshal (Chief Robert Johnson, 760-763-2703). Final hydraulic calculations shall be based on the hydrant flow test conducted by the FPDOR. The calculations shall include a 10% safety factor on the water supply curve (10% of static pressure shall be deducted from both static and residual pressures). The incoming sprinkler service shall be provided with a double check backflow preventer.

Provide lock and chain on backflow preventer in lieu of tamper switches.

Provide a freestanding pedestal type fire department connection (FDC) located no closer than 40 ft. from the building and accessible by fire apparatus. Provide a listed post indicator valve upstream of the FDC so there is no shutoff valve in the FDC.

Provide a sign on all fire sprinkler risers stating: “MAINTAIN 3’ CLEARANCE”, for maintenance and fire department access.

D4040 SPRINKLER SYSTEMS Provide wet-pipe automatic sprinkler protection to provide complete coverage throughout the Training Tank and Instruction Facility including the Pump / Pool Chemical Storage Building and Mechanical Building. The sprinkler system shall comply with all requirements of UFC 3-600-01, UFC 3-600-10N, and all applicable facility-specific areas.

For Pump / Pool Chemical Storage Building, Mechanical Building, Fire Sprinkler Room, Radio Storage / Hazmat / Battery Storage, Comm Storage, Maintenance Area, Open Storage, ULC Storage, Supply Storage, Janitor Rooms, Elevator Machine Room, Pool Storage, and Mechanical Room, design the sprinkler system in accordance with UFC 3-600-01 Section 4-2.3.1 and FM Global Data Sheets 3-26 for Hazard Category 2 occupancies. The sprinkler system shall be hydraulically designed to provide a minimum density of 0.20 gpm/ft2 over an area of 2,500 ft2 with a hose stream



allowance of 250 gpm.

Design the sprinkler system in the remaining areas in accordance with UFC 3-600-01 Section 4-2.3.1 and FM Global Data Sheets 3-26 for Hazard Category 1 occupancies with a density of 0.10 gpm/ft2 over an area of 1,500 ft2 with a hose stream allowance of 250 gpm.

Provide quick-response recessed sprinklers with ordinary temperature rating in areas with finished ceilings.

Provide corrosion resistant sprinklers in the Pump / Pool Chemical Storage Building and Mechanical Building, and in all shower areas in the Training Tank and Instruction Facility.

D4090 OTHER FIRE PROTECTION SYSTEMS Provide portable fire extinguishers mounted in recessed cabinets.

Provide all KNOX boxes. Exact size and location for installation and ordering shall be coordinated with Camp Pendleton Fire Department.

Provide KNOX (lockable) FDC caps on the FDC.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS D50 ELECTRICAL

SYSTEM DESCRIPTION Provide new interior electrical system for a new P-1008 Combat Training Tank & Instruction Facility consisting of but not limited to Underground Service Entrance Wiring from a new nearby Pad Mount Transformer, Distribution Switchgear or Switchboards, Panelboards, Dry Type Transformers, Conduits, Feeder and Branch Circuits, Motor Control Equipment, Lighting and Branch Wiring, Communications, Emergency Generator receptacle, Manual Transfer Equipment, Emergency Lighting, Grounding system, Lightning Protection, including accessories and devices as necessary and required for a complete and usable system. The interior distribution system shall consist of insulated conductors in conduit. This section covers installations out to the facility 5-foot (1.5 m) line.

The following must be provided as required by MCB CP: Interior Electrical System consisting of Service Entrance Wiring and Equipment, Main Distribution Board (equipment with Demand Meter, GFI and SPD), Power and Lighting Panel Board, Dry Type Transformer as required, Conduits, Feeder and Branch Circuits, Motor Control Equipment, Lighting and Branch Wiring, Communications and Alarm Systems, Emergency Lighting and Power, Grounding and Lightning Protection.

All installed equipment shall be tested in accordance with the latest edition of NETA (InterNational Electrical Testing Association) ATS (Acceptance Testing Specifications) by a NETA member engineering and testing firm.


GENERAL SYSTEM REQUIREMENTS Provide an Electrical System complete in place, tested and approved, as specified throughout this RFP, as needed for a complete, usable and proper installation. All equipment shall be installed per the criteria of RFP Section D50 and the manufacturer’s recommendations. Where the word "should" is used in the manufacturer’s recommendations, substitute the word "shall".

As a minimum, electrical requirements shall comply with the latest edition of UFC 3-501-01, Electrical Engineering and NFPA 70 (NEC) 2011.

D5010 ELECTRICAL SERVICE AND DISTRIBUTION As a minimum, sections D5010 to D501090 shall be as specified per the latest edition of UFC 3-520-01, Interior Electrical Systems.

D501001 MAIN TRANSFORMERS Main transformer(s) are defined in Section G40, Site Electrical Utilities.



D501002 SERVICE ENTRANCE EQUIPMENT All service into the facility shall be underground.

Provide switchgears or switchboards for the main distribution panel with a main circuit breaker, pull section for underground entrance, distribution circuit breakers, and metering that is compatible with Camp Pendleton base wide meter reading system. Meter shall be installed and programmed per IAW Camp Pendleton requirements.

Meters shall be Itron digital meters with ERT/RF output and be able to read demand and large customers to read TOU.

All Bus Bars shall be Copper for both D50 and G40. No exceptions taken. Switchgear sections shall be compartmentalized and provided with top-of-gear breaker lifter. Switchgear with vacuum circuit breakers (VCB) shall be provided with VCB lift truck and cabinet section for storage of lift truck when not in use.

D501003 INTERIOR DISTRIBUTION TRANSFORMERS Provide three phase dry type transformers to step down secondary voltages for general purpose outlets and other low voltage equipment.

D501004 PANELBOARDS Provide all distribution and branch circuit panelboards with a main and branch breakers to serve loads, MLO (main lugs only) are not acceptable. All breakers shall be fully rated, bolt-on type. Series rated breakers are not allowed. Through-feed or split bus panelboards are not allowed.

Panel Boards located in other parts of the building away from the main distribution board shall be equipped with Main Circuit Breaker.

Panelboards shall be sized to accommodate addition 25% spare capacity for future loads.

All panelboards shall be provided with 1” spare stub-ups with pull string for future loads above ceiling space.

Loads on each phase shall be evenly distributed to attain a balanced system at +/-5%.

D501005 ENCLOSED CIRCUIT BREAKERS Provide enclosed circuit breakers as required rated for equipment load and short-circuit duty.

D501006 MOTOR CONTROL CENTERS Provide motor control centers with combination motor starters, variable speed drives, reduced voltage controllers, and manual motor starters for motor controls as required for mechanical equipment. Provide all circuits and connections for all loads.

Provide disconnect switches for equipment out of sight of motor starter. Provide fused disconnects



where short-circuit duty exceeds 10,000 KAIC.

Bus bars shall be copper.

D501090 OTHER SERVICE AND DISTRIBUTION Provide surge protection device (SPD) at service entrance, motor control centers, and panelboards for data servers. Provide SPD in all modes in accordance with UL 1449. Service entrance devices shall have a minimum Short Circuit Current Rating of 100kA, and shall be capable of surviving 5000 ANSI/IEEE C62.41 Category C3 transients without failure. Distribution devices shall have minimum Short Circuit Current Rating of 85kA, and shall be capable of surviving 5000 ANSI/IEEE C62.41 Category B3 transients without failure. The manufacture of the SPD shall be of the same as the manufacturer of the equipment in which the devices are installed and shipped.

D5020 LIGHTING AND BRANCH WIRING Provide electrical connections for all systems requiring electrical service.

Provide lighting and general purpose receptacles throughout all spaces as required.

All circuits shall be provided with an equipment ground conductor.

Provide interior, exterior (e.g. entrance, service, and truck unloading area) lighting and controls in accordance with UFC 3-530-01, Design: Interior and Exterior Lighting and Controls. The lighting system shall be uniformity and energy efficient. Illumination shall follow the recommendation guide by the latest edition of Illuminating Engineering Society of North America (IESNA). Provide a complete lighting system with the best lighting quality for workspaces including indirect lighting and dimming strategies.

D502001 BRANCH WIRING All indoor branch wiring shall be insulated copper conductor with a minimum THHN/THWN insulation in conduit, metal clad cables and non-metallic sheathed cables shall not be allowed.

Provide dedicated circuits and connections for the following outlets including but not limited to: projectors, role-up screens, mechanical equipment, tankless water heaters, printers, drinking fountains, and fax machine as a minimum.

Overhead mounted and ground level power outlets shall be provided for with heavy traffic for computer and Audio/Video (AV) equipment.

In-floor power outlets shall be provided all student station classrooms.

In-floor power outlets shall be provided all conference rooms.

Provide GFCI receptacles for outdoor and wet locations.

Provide GFCI protected convenience outlets for Viewing Window area for removable microphone.



Exterior perimeters of new building shall be provided with recessed wall mounted GFI protected weatherproof duplex receptacles with weatherproof metal covers every 50-feet (15.24 m) on center.

As a minimum, section shall be as specified per the latest edition of UFC 3-520-01.

D502002 LIGHTING EQUIPMENT Provide a complete lighting system for exit signs, emergency lighting, and area lighting consisting of fluorescent, incandescent, LED, high intensity discharge lighting including dual switches, automatic controls, occupancy sensors, and automatic lighting shutoff systems. Provide dual level switching control for typical classroom and conference room lights. LED lighting may be used for US Green Building Council’s LEED rating.

Provide interior pool lighting for training tank. Standard pool lighting shall be acceptable for interior of pool with a minimum of 60 lamp lumens per square foot of surface area. Pool interior fixtures shall be provided with dual-stage lighting with every other fixture on a separate switch. Verify training tank user group for lighting levels. Lighting systems shall not reflect into any viewing pit window areas.

Provide pool deck lighting for training tank. Pool deck shall be illuminated by overhead pole mounted fixtures with a minimum of 20 foot-candles. Pool deck fixtures shall be provided with dual-stage lighting with every other fixture on a separate switch. Verify training tank user group for lighting levels.

Lighting for drying cage area shall be high mast flood light type.

Lighting fixtures in bathrooms and wet locations shall be corrosion resistant.

Lighting fixtures in the bathroom shall be high efficacy type.

Provide necessary lighting panelboards with lighting control for fixtures.

Fixtures shall comply with Camp Pendleton Requirements.

Lighting systems shall be integrated with Energy Management System (EMS).


D502003 EMERGENCY LIGHTING & POWER

Emergency lighting illumination level along egress pathway shall have a minimum of 1 foot candle.

All exit signs shall be color “Green” LED type. No luminescent types are allowed.

D502004 GROUNDING SYSTEM

Provide a complete grounding system for the facility electrical, service, distribution, lighting, and branch wiring.

D5030 COMMUNICATIONS AND SECURITY



The Room Requirements Section identifies locations for communications, security systems and equipment, unless noted otherwise in the following sub-elements.

Overhead mounted communications outlets shall be provided for special room/area locations for AV equipment as requested.

Floor data outlets shall be provided all student stations

As a minimum, sections D5030 to D503090 shall be as specified per the latest edition of UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design.

D503001 TELECOMMUNICATIONS SYSTEMS Provide a complete building entrance facility, dedicated telecommunication room per floor, backbone distribution system, and horizontal distribution system per NMCI UFC 3-580-10, Navy and Marine Corps Intranet (NMCI) Standard Construction Practices including, but not necessarily limited to, all wiring, pathway systems, grounding, junction boxes, terminal boxes, back panels, backboards, equipment racks, connector blocks, protectors for all copper service entrance pairs, patch panels, fiber optic distribution panels, terminators for all fiber optic cables, outlet boxes, telephone jacks, data jacks, and cover plates.

Contractor to coordinate telcom POCs with base personnel prior to bid.

POC’s consist of the following: NMCI, NIPR, SIPR, and Telephone.

Each student station in classrooms shall be provided with one telecommunication drop that consists of Two-NIPR.

Each classroom shall also be provided with a minimum three telecommunication drops that consist of Two-NIPR and Two-phone each. (For instructor use, network printers, A/V etc).

Each admin workstation in group offices (one per occupant) shall be provided with one telecommunication drop that consists of One-NIPR and One-phone. Additionally each group office shall be provided four additional drops for networked printers, A/V etc.

Each conference room and private office shall be provided with a minimum two telecommunication drops that consist of Two-NIPR and Two-phone each. Additional drops shall be located to provide network capability as needed for A/V equipment.

See the latest editions of Information Assurance Publication IA PUB-5239-22, Protected Distribution Systems, and SECNAVIST 5510.36 for SIPRNET requirements.

Provide Category 6 Unshielded Twisted Pair (UTP) copper cable for horizontal voice and data cables.

Coordinate with base personnel for more information and additional requirement.

D503002 PUBLIC ADDRESS SYSTEMS Provide a Public Address (PA) system with speakers in all common spaces, underwater in tank, and



exterior speakers for outside activity spaces.

Provide additional connection for removable microphone in the Viewing Window area.

D503004 TELEVISION SYSTEMS Provide a complete CATV system to be owned and maintained by the Government including all interior equipment required to provide high quality TV signals to all outlets with a return path for interactive television and cable modem access. System shall include, but is not necessarily limited to, headend amplifier, amplifiers, splitters, combiners, line taps, cables, outlets, tilt compensators and all other parts, components, and equipment necessary to provide a complete and usable system.

Provide CATV overhead mounted outlets for televisions where indicated in the Room Requirements.

Provide CATV outlets in classrooms and conference rooms where indicated in the Room Requirements.

Conduct CATV testing at each outlet.

D503005 SECURITY SYSTEMS An Electronic Security System (ESS) is the integrated electronic system that encompasses the following subsystems; closed circuit television (CCTV) systems for assessment of alarm conditions.

The ESS for this project shall meet requirements of UFC 4-021-01NF, Security Engineering Electronic Security Systems and consist of a CCTV system.

Provide an electronic security system (ESS) including equipment and supporting infrastructure complete, tested, and operational. ESS shall be compatible with the Installation's central monitoring system and monitored at the Installation central monitoring station.

Provide 24 hours of emergency uninterruptable backup power. Backup power may be provided by batteries, uninterruptable power supply, generators, or combination thereof.

Provide an exterior CCTV system for visual assessment and archiving of all perimeter and alarm conditions for the facility and pool area. Features shall include interface to ESS for control of camera call-up to video monitors, pan-tilt-zoom camera control, and digital video archiving based on alarm event triggers. Movement detected by camera view shall initiate alarm event triggers for recording. Video archiving capacity shall be a minimum of 30 days. Integration shall provide means to associate archived alarm events with recorded video at the location(s).

See G403007 for ESS monitoring and control of CCTV location.

D503090 OTHER COMMUNICATIONS AND ALARM SYSTEMS Mass Notification Systems are included in D40, Fire Protection.

D5090 OTHER ELECTRICAL SERVICES

D509001 GENERAL CONSTRUCTION ITEMS (ELECTRICAL)



Provide General Construction Items (Electrical) including, but not necessarily limited to, all connections, fittings, boxes and associated equipment needed by this and other sections of this RFP as required for a complete and usable system.

Conduits, cable trays and busways that penetrate fire-rated walls, fire-rated partitions, or fire-rated floors shall be firestopped in accordance with Section C10, Interior Construction.

Minimum conduit size shall be 3/4" and 1” for underground.

Minimum cable size shall be #12 AWG copper conductors.

Provide all electrical distribution equipment to be sized to accommodate for future Instructional Building 25% load expansion. Spare conduits with pull ropes and caps shall be provided from main Switchgear or Switchboard, panelboards, intercommunications, telecommunications, and television system to proposed location of future expansion.

D509002 EMERGENCY LIGHTING AND POWER Provide power and wiring for emergency lights, fire alarm system, security system, telecommunication system, and egress lighting throughout the facility.

Battery or inverter packs for emergency lighting are acceptable.

Provide LED type exit signs with battery backup at each exit. Battery backup shall provide 90 minutes of emergency lighting. Connect exit lighting power from local lighting circuits and connect ahead of local switching.

Provide battery powered emergency lighting units at all means of egress. Battery backup shall provide 90 minutes of emergency lighting. Connect emergency lighting power from local lighting circuits and connect ahead of local switching.


Provide an emergency generator receptacle accessible outside for connecting a temporary portable generator. Coordinate with Camp Pendleton Public Works for available portable generator rating for sizing receptacle. Provide an open transition manual transfer switch or system to switch between normal to generator power and back. Transfer system shall ensure both sources are not close at the same time.

D509003 GROUNDING SYSTEMS Provide a complete grounding system for the facility electrical and telecommunications systems.

D509004 LIGHTNING PROTECTION Provide lightning risk evaluations for P-1008 Combat Training Tank & Instruction Facility and provide a complete lightning protection system accordingly to risk evaluation results with a UL Lightning Protection Inspection Certificate certified to UL 96A, including, but not necessarily limited to, strike termination devices, conductors, ground terminals, interconnecting conductors, surge suppression devices, and other connectors and fittings required for a complete and usable system.



Lightning Protection Systems shall not void the roof warranty.

D509005 ELECTRIC HEATING Provide power wiring and connections as required for all electric heating systems and equipment.

D509006 ENERGY MANAGEMENT CONTROL SYSTEM (EMS) Provide power wiring and connections as required for all systems and equipment including DDC control panels and equipment as indicated in D3060. Coordinate connection requirements with switchgear or switchboard kWH metering, pad mount transformer kWH metering, and lighting control systems. Confirm metering requirement with NAVFACSW and match base metering electric KWH meter per D501002.

D509090 OTHER SPECIAL SYSTEMS AND DEVICES Provide 2-inch (50.8 mm) spare conduits with pull rope between communications room and all exterior doors for future card key system.

Provide a separate video camera system independent of the ESS CCTV system viewing training tank from viewing pit windows to be monitored at the new academic classroom areas. Features shall include interface to cameras for control to video monitors, pan-tilt-zoom camera control, and digital video archiving based when turned on. Video archiving capacity shall be a minimum of 30 days. Camera system shall consist of camera, monitors, cabling, and conduit

--End of Section--

P-1008 Combat Training Tank & Instruction Building Work Order No: 571381 School of Infantry – 52 Area Marine Corps Base Camp Pendleton, CA

PART 3 - CHAPTER 6 / ESR E10 - Page 160

6. ENGINEERING SYSTEMS REQUIREMENTS E10 EQUIPMENT

The design and documentation of the FF&E equipment shall be funded as part of the construction contract. The purchase and installation of the FF&E equipment shall be funded separately as part of Collateral Equipment. The estimated amount of FF&E equipment is included in the total FF&E costs in the E20 Part 3 section of the RFP. The general contractor shall be responsible for coordinating equipment design requirements with the end user, providing equipment specifications, and procurement and installation of equipment using Best Value practices. The equipment indicated as FF&E shall be incorporated into the FF&E submittals and follows the submittal schedule indicated in the E20 Section Part 3 of the RFP. The FF&E equipment shall be purchased and installed as part of the contractor’s HAR as indicated in the E20 Part 4.

Equipment not specifically designated as FF&E shall be designed, funded, and purchased as part of the construction contract.

E102009 AUDIOVISUAL EQUIPMENT Audiovisual equipment will be part of FF&E

Under the construction contract, the general contractor shall be responsible for coordinating design requirements with the end user/Command IT personnel, providing equipment specifications, and procurement and installation of the Audiovisual (AV) equipment, using Best Value practices. As required, the contractor shall obtain services of an audiovisual equipment specialist to design and specify the audiovisual equipment.

AV Equipment including electronics potentially connected to data/IT, shall be coordinated with design and construction but planned for and funded by the user or Budget Submitting Office sponsoring the user (per OPNAVINST 11010.20H draft Appendix D). AV equipment shall include, but is not limited to: intercom/sound systems, smart boards, flat screens, projectors, video teleconferencing, interactive wall systems and CCTVs. The AV equipment package will be part of the FF&E however; the specific AV line item may be funded by others.

E1010 COMMERCIAL EQUIPMENT The contractor shall obtain the services of equipment specialists to specify pool equipment. Equipment specialists shall not have any affiliation with the product specified.

All specialty equipment will be installed by qualified installers regularly engaged in installing the specialty equipment.

E1020 INSTITUTIONAL EQUIPMENT The contractor shall obtain the services of equipment specialists to specify audio/visual, pool, and janitorial equipment. Equipment specialists shall not have any affiliation with the product specified.

All specialty equipment will be installed by qualified installers regularly engaged in installing the specialty equipment.

E1040 GOVERNMENT FURNISHED EQUIPMENT


PART 3 - CHAPTER 6 / ESR E10 - Page 161

There is no Government Furnished equipment in this project.

E1090 OTHER EQUIPMENT Misc Equipment will be part of FF&E: Pool Skimmers, life jackets, hose reels, extractors, drying cages, portable bleachers, moveable instructor’s tower, and shelving/racks.

Fire extinguishers are part of FF&E. Recessed or semi-recessed fire extinguisher cabinets shall be provided as part of construction.

--End of Section--


PART 3 – CHAPTER 6 / ESR E20 – Page 162

6. ENGINEERING SYSTEMS REQUIREMENTS E20 FURNISHINGS

SYSTEM DESCRIPTION Furnishings shall include fixed furnishings as part of the Structural Interior Design (SID) and the design and documentation of the movable furnishings, the Furniture, Fixtures, and Equipment (FF&E) Package.

The design and documentation of both shall be funded as part of the construction contract. The purchase and installation of the FF&E Package shall be funded separately as part of Collateral Equipment.

The movable furniture and furnishings (FF&E) for this facility may include, but are not limited to movable furniture systems, freestanding furniture, area/accent rugs, artwork, appliances, flat screen TVs (not connected to data), accessories, shop equipment, specialty equipment (specified by the Activity) and other miscellaneous items to support facility functions.

FF&E is estimated in the following amounts: $1,506,278.50. This estimate includes the contractor’s Handling and Administration Rate (HAR).

Fixed furnishings (items that are fixed to the structure), such as specialty equipment, drying cages, demountable partitions, smart boards/walls, lockers, security cameras, motorized projection screens, blinds/shades are part of the construction contract.

The Audio Visual (AV) Equipment will be part of the FF&E Package and may be funded by others. Refer to Part 3 Section E10 of this RFP.

GENERAL SYSTEMS REQUIREMENTS Design and provide fixed and movable furnishings for all areas as developed during Activity programming and as indicated in the Room Requirements (refer to Part 3 Section 5 of this RFP). Design a complete FF&E package and prepare supporting plans and procurement data. FF&E items identified in this RFP are to be used as a guideline to assist in establishing the minimum facility requirements and do not relieve the Contractor's Interior Designer from developing a complete design package that incorporates ALL of the Activities FF&E requirements. Design per specific UFC (i.e. Youth center, BEQ, etc) and in conjunction with UFC 03-120-10, Interior Design.

The contractor shall have an Interior Designer with a minimum of one of the following credentials: National Council for Interior Design Qualification (NCIDQ) certification, a waiver letter from the NAVFAC Interior Design Technical Discipline Leader, or state and/or jurisdiction Interior Design Certification, Registration, or License. This Interior Designer must prepare both the SID and the FF&E Package and participate in all design charrettes and review meetings to develop the building design and floor plan. When Audio Visual (A/V, shop or specialty equipment is required in the project, the contractor shall obtain services of equipment specialists to specify the A/V, shop, or specialty equipment. The Contractor's Interior Designer and any Specialists shall not have any affiliation with the manufacturers, dealers and/or products specified. Any required specialists shall participate in the FF&E programming meeting. The NAVFAC Interior Designer reserves the right to approve/disapprove the qualifications of the Contractor's Interior Designer.



All fixed and movable furnishings selections shall be closely coordinated with Parts 3 and 4 Sections C10, Interior Construction, and C30 and E10 of this RFP. The FF&E package shall be fully integrated with the building systems and finishes.

The Contractor's Interior Designer shall be responsible for designing and providing specifications for procurement of all FF&E, to include delivery and installation, for the facilities built under this contract as directed by the NAVFAC Interior Designer. FF&E specifications shall be based on NAVSUP Blanket Purchase Agreements (BPA's), GSA schedules, and other Federal contracts and complying with priorities found in FAR Part 8.404. [A list of current BPA contract holders will be provided at the FF&E Requirements Meeting.

The FF&E package shall be fully integrated into the design and construction schedule for the building. All submittal due dates for the SID and FF&E shall be reflected in the contractor’s construction schedule. Changes to the SID or FF&E schedule shall be submitted to the government Interior Designer for approval. The Final FF&E Package shall be submitted within 60 calendar days following the receipt of review comments on the preliminary FF&E submittal. However, the Final FF&E Package due date shall not be later than (9) months prior to construction completion. This (9) month period shall be accounted for in the contractor’s schedule.

INTERIOR DESIGN SUBMITTAL AND MEETING REQUIREMENTS

STRUCTURAL INTERIOR DESIGN (SID) SUBMITTAL The SID submittal process shall begin following the award of the RFP. The SID submittal shall include Interior Design programming documents, FF&E Floor Plans, and exterior & interior finish/color and material sample boards. Refer to this RFP Part 4 Section Z10 General Performance Technical Specifications and Part 2 UFGS Section 01 33 10.05 20, Design Submittal Procedures.

Provide the following SID meetings and submittals:

a. Concept Design Workshop (CDW) or Initial Design Meeting: The Contractor's Interior Designer shall meet with the Activity and Base Property for Marine Corps projects to develop the Interior Design SID programming documents, which will include a preliminary Furniture and Equipment Plan and the FF&E Summary List. The Contractor's Interior Designer shall provide in-depth room by room interviews to confirm Activity requirements for the new facility(s). These interviews shall occur at the Activity's current location, if possible, to include building walk-thru(s). Minutes of this meeting shall be submitted to the NAVFAC Interior Designer within 7 days

b. Design Development Submittal: The Contractor's Interior Designer shall provide a

conceptual Finish Schedule, proposing finish materials to be used in all spaces. The Furniture and Equipment Plan and FF&E Summary List should be further developed and included in this submittal.

1. SID "Over the Shoulder" Review: Prior to the Prefinal Submittal, the Contractor's

Interior Designer shall meet with the NAVFAC Interior Designer for an "over-the-shoulder" review meeting to present a minimum of (3) options for the interior building finishes/colors/materials. Finishes shall display manufacturer's label/specifications and be presented in a "loose" format for preliminary approval prior to the presentation with the Activity. The over-the-shoulder review meeting is to be held at NAVFAC Southwest.

2. SID Review: Prior to the Prefinal Submittal, the Contractor's Interior Designer

shall present a minimum of (3) NAVFAC-approved interior building



finishes/color/material options, to the Activity for approval. Each of these two finish options shall be presented and documented in a 16"x20" presentation board format. The presentation shall be held at the Activity.

d. Prefinal Submittal: The submittal shall include an updated Furniture and Equipment Plan,

Finish Schedule, Floor Finish Plan, and Finish Legend for review and approval.

e. Final Submittal: The Contractor's Interior Designer shall incorporate the final approved

Furniture and Equipment Plan, Finish Schedule, Floor Finish Plan and Finish Legend into the Contractor's final drawing set. These drawings and all approved finishes shall be submitted in a 16"x20" presentation board and 8-1/2" x 11" binder format, using heavy duty plastic sheet protectors. Three (3) sets of the Final SID Submittal shall be distributed to the NAVFAC Project Manager, FEAD/ROICC, and the Activity.

SID CONSTRUCTION SUBMITTALS No substitutions shall be made to the SID finishes once they have been approved by NAVFAC during the design phase. In the event that revisions may be required due to unforeseen conditions such as discontinued product, such revisions must be submitted via the FEAD/ROICC for approval by the NAVFAC Interior Designer before substitutions can be made.

INTERIOR PHOTOGRAPHY SUBMITTAL

Upon completion of the FF&E installation, the Contractor shall provide professional photography of the completed interior and exterior. The photographer must be in the business of specializing in architectural and interior photography. "Before" and "After" photos are required for all renovation projects. The photographs shall be taken prior to occupancy and staged with accessories and any additional lighting as required for quality images. The contractor’s interior designer shall be present to assist in staging. The government will retain all rights for printing, publishing and distributing any and all of the images. All photographed images shall be submitted on a CD as JPEG files with a resolution of no less than 300 dpi. The contractor shall provide a minimum of six (6) printed 8x10 matte photographs, with one of the photos being an exterior shot. Images shall be approved by NAVFAC Interior Design prior to printing. The Contractor must obtain permission from NAVFAC to print, publish, promote, use, or distribute any project photos outside the contract requirements.

FIXTURES, FURNISHINGS AND EQUIPMENT (FF&E) SUBMITTAL The FF&E process shall begin upon completion of Design Development. .The submittals shall include fixtures, furnishings, and equipment specifications in accordance with the Activity requirements to produce an optimally functional facility. FF&E are all items that are not fixed to the structure, but are fully integrated with the building systems and finishes. Refer to RFP Part 4 Section Z10 General Performance Technical Specification and Part 2 UFGS Section 01 33 1-.05 20, Design Submittal Procedures.

Develop design as described and in accordance with the Activity requirements. Include in the design all loose furnishings required to produce an optimum functional facility, consistent with quality commercial design. This project also includes the preparation of specific detailed information for each selected item. Each submittal shall demonstrate interaction thoroughly with the Activity requirements and complete coordination with the facility design and the SID. Five (5) submittals will be required; (1) for the NAVFAC Project Manager, (3) for the FEAD/ROICC and Base Property, and (1) for the Activity.

For all projects, including fast track projects, the contractor shall be responsible for sufficiently scheduling all SID/FF&E submittals early enough to obtain the required government approvals, and meet all ordering and installation lead times to complete the project by the contract completion date.



These are minimum requirements and the Contractor shall be prepared to provide any/all additional meetings and submittals that may be necessary to support the Interior Design effort/FF&E coordination.

Provide the following FF&E meetings and submittals;

a. FF&E Requirements Meeting: This meeting shall occur upon completion of Design Development at NAVFAC Southwest prior to the development of the FF&E package. The NAVFAC Interior Designer will provide the Contractor's Interior Designer a sample format of the FF&E submittal, review the Best Value Determination (BVD) process, and discuss Blanket Purchase Agreement (BPAs), GSA or other mandatory sources to consider. The FF&E Summary List and a preliminary Cost Estimate shall be submitted within 21 days to the NAVFAC Interior Designer to review with Base Property for Marine Corps Projects. Minutes of this meeting shall be submitted to the NAVFAC Interior Designer within 7 business days.

b. FF&E "Over the Shoulder" Review: Prior to the Preliminary FF&E Submittal the

Contractor's Interior Designer shall meet with the NAVFAC Interior Designer for an "over-the-shoulder" review to present preliminary FF&E options. These can be presented in a "loose" format for preliminary approval prior to the Activity presentation. The "over-the-shoulder" review meeting is to be held at NAVFAC Southwest.

c. FF&E Concept Presentation: The Contractor's Interior Designer shall present the

NAVFAC approved preliminary FF&E package to the Activity for approval. This presentation shall include loose format samples and catalog cuts. Sample boards are not required.

d. Best Value Determination Analysis, "Over the Shoulder Review": Prior to issuing the

BVD, the Contractor's Interior Designer shall meet with the NAVFAC Interior Designer for an "over-the-shoulder" review of all required solicitation packages. BVD Solicitation to include the following; 1. Copy of the BVD Analysis cover letter 3. Performance Specification 4. Project Specific Typicals 5. Furniture Plans with Legends (PDF format) 6 Pricing Spreadsheet and Questionnaire

e. BVD Submittal - The Contractor's Interior Designer shall submit one (1) copy of the BVD package to the NAVFAC Interior Designer. This submittal shall be in binder format and will include the following:

1. Copy of all information sent to bidders and documentation that all required sources were contacted 2. BVD Pricing Spreadsheet and Questionnaire 3. Solicitation Forms submitted by each bidder (cut sheets/highlighted pricing sheets/technical specifications, pricing, dealer and manufacturer qualification for each product showing that products meets all requirements) 4. Responses from UNICOR 5. FF&E list with recommended manufacturers for each item

f. Preliminary FF&E Submittal: The Preliminary FF&E submittal shall be due at Pre-Final.

It shall be presented to the Activity and NAVFAC Interior Designer. Submit the following in a 3-ring binder (with the exception of the 16x20 color boards) for both Activity and



NAVFAC Interior Designer review and approval: 1. Cover Title Page (project name, project #, submittal date, submittal title) 2. FF&E list (Cost Summary) 3. Furniture placement plans coded to the FF& list and furnishings specifications 4. Specifications for furniture, furnishings, etc. 5. Catalog cuts and finish samples for all specified items 6. 16x20 inch color boards of furniture/furnishings and finishes specified for Activity presentation to indicate overall design intent 7. 8x10 color photographs of the color boards

g. Final FF&E Submittal: The Contractor's Interior Designer shall submit the Final FF&E

Package within 60 calendar days following the receipt of review comments on the preliminary FF&E submittal. The Final submittal shall incorporate the following: 1. Cover Title Page (project name, project #, submittal date, submittal title) 2. Table of Contents 3. Manufacturer Contact List 4. Procurement Data Sheets for each product indicating final finish and fabric selections 5. Copy of Final Quote on Letterhead from the vendor determined to be the Best Value 6. Best Value Determination sheets (completed and signed by the Contactor's Interior Designer) 7. CD copy of the final FF&E binder (pdf and excel version) 8. Final Finish Selections and Memo Samples for the FF&E submitted in 8x10 binder format, using heavy-duty plastic sheet protectors.

FF&E CONSTRUCTION SUBMITTALS Submit any revisions or deviations caused by discontinued items to the Contracting Officer for approval by the NAVFAC Interior Designer. SD-10 Operation and Maintenance Data. List Operation and Maintenance Manuals for seating, systems furniture and keyboard trays.

E2010 FIXED FURNISHINGS (SID)

Fixed furnishings (SID) are funded as part of the construction project and are not funded as part of FF&E. Each submittal must demonstrate complete coordination with the facility design and with the package for movable furnishings.

Develop design as described herein and provide storage shelving, equipment racks, and window treatments. Cross reference C10 Interior Construction, and C30 Interior Finishes, for performance requirements. Each submittal must demonstrate complete coordination with the facility design and with the package for movable furnishings.

E201001 FIXED ARTWORK As required, provide wall mosaic, painted mural, graphics and/or logo of activity in appropriate locations.

E201002 WINDOW TREATMENTS All windows and other glazed openings to the exterior of the building shall be provided with interior solar shading system and manually operated double-roller sunscreen and room darkening shades and are considered SID and are funded as part of the construction project.



Soft window treatments, such as draperies, are considered FF&E and shall be included in the FF&E package, as required.

E201003 FIXED SEATING AND TABLES Provide locker room benches. Lockers are not collateral equipment.

Provide site furniture.

E201004 AUDIOVISUAL DISPLAY REQUIREMENTS Provide fixed, lockable and secure audio/visual cabinets in or near the classrooms.

Provide dry erase marker boards in offices and conference room and smart walls/boards in the classrooms.

E201005 BUILT-IN CABINETRY Design and provide cabinets to accommodate, but not limited to restroom lavatory counters, storage cabinets and counters. Storage cabinets shall have concealed hinges and with adjustable standards for shelves.

E201007 INTERIOR SIGNAGE All necessary interior signage shall be incorporated as part of the architectural drawings. Interior signage is not FF&E. Interior signage shall demonstrate complete coordination with the facility design, SID and FF&E submittals. Coordinate with section C1000. All accessible facilities shall utilize signage which meets current ADAAG requirements with regard to Braille, raised characters, finishes (contrast), size and mounting height. If room names are subject to frequent change, it is suggested that an interchangeable strip be utilized to facilitate removal and replacement.

E2020 MOVEABLE FURNISHINGS (FF&E) The design of the FF&E package is funded as part of the construction contract base bid. The purchase and installation coordination of FF&E is a planned modification to the contract and funded separately as part of Collateral Equipment. The specific process is outlined in PTS E20 in Part 4 of this RFP. If a Collateral Equipment list is provided within this RFP, the costs associated with the purchase and installation of these items are NOT to be included in the base bid. The estimated Collateral Equipment cost is provided for information purposes only. The Contractor only needs to propose the Handling and Administrative Ration (HAR)

Design and provide a FF&E package in accordance with UFC 03-120-10, Interior Design, and other portions of this RFP for all areas as developed during Activity programming to provide a fully usable and complete facility. FF&E may also include specialty items specified by the Activity and the Contractor's Interior Designer is responsible for incorporating these into the FF&E package.

The FF&E Package must include shipping, freight, handling, and professional installation, project management, HAR, [applicable sales tax]. A Best Value Determination shall be performed on a minimum of three manufacturers for orders exceeding a total procurement of $3000 from an individual manufacturer. Documentation shall be provided to the Government with the final FF&E package. Specific Documentation is indicated in Part 4 of the RFP. The BVD Statement shall be completed and signed by the contractor's interior designer. A sample BVD form and instructions will be provided during the FF&E Procurement Requirements Meeting.

The Contractor, as a planned modification, shall be authorized by the Government Contracting Officer to procure all furniture/furnishings in the approved final FF&E package using predominately negotiated Federal contracts as directed by the Contracting Officer and the NAVFAC Interior



Designer. When the modification for turnkey furniture procurement is exercised, the Contractor's proposed Handling and Administrative Rate (HAR) shall not exceed 5% of the total cost of the FF&E, shipping, freight, handling, project management, and installation. The HAR includes all of the prime contractor's effort related to the storage, coordination, handling and administration of subcontractors, and all other associated costs and profit for the procurement of FF&E. No other charges, fees, or markups will be authorized. The contractor shall establish and submit a fixed percentage figure, for the administration effort of this modification (HAR), with the initial project proposal as part of the contractor's Pricing Schedule.

E202001 MOVEABLE ARTWORK Provide moveable artwork as required.

E202002 MODULAR PREFABRICATED FURNITURE Provide Workstation systems product or modular freestanding workstations as required. Provide at a minimum, an articulating keyboard tray with left or right handed mouse extension for each computer location.

E202003 FREESTANDING FURNITURE AND FILES Provide ergonomic task seating, lounge, reception and guest seating, storage and filing, tables, as required.

Provide high density mobile storage system such as FILEFAX. Provide all necessary infrastructure to support system. Also provide all software required by the Users.

E202004 RUGS & ACCESSORIES Provide area rugs, lamps, interior landscaping and other decorative items as required.

E202006 INTERIOR LANDSCAPING (MOVABLE) Provide interior landscaping (planters, site furnishings, etc.) as required.

E202090 OTHER MOVEABLE FURNISHINGS Provide waste receptacles, recycling containers, fire extinguishers, clocks, literature racks, microwaves, refrigerators, and other appliances as required.

--End of Section--


PART 3 - CHAPTER 6 / ESR F10 - Page 169

6. ENGINEERING SYSTEMS REQUIREMENTS F10 SPECIAL CONSTRUCTION

SYSTEM DESCRIPTION Special Construction shall include special facilities such as swimming pools.

F1040 SPECIAL FACILITIES

F104001 ALUMINUM BLEACHERS Provide prefabricated aluminum bleachers capable of seating at least 25 persons. System shall comply with federal accessibility guidelines, complete rails and markings as required. Locate bleachers on pool deck. The bleachers shall be moveable and telescoping.

F104002 EXTERIOR SWIMMING POOLS

Training tank shall be machine excavated and hand trimmed, where permitted by soil conditions. If soil conditions are not suitable for using the excavation as a form, training tank shall be over-excavated and formed (one-sided formwork). Upon completion of tank structure curing period, forms shall be stripped, and engineered backfill shall be compacted to 95% maximum density provided to training tank deck subgrade elevation. Finish sub-grade elevation of training tank floor shall be lowered by a minimum of 450 millimeters (18”) to accommodate a layer of drain rock within the excavation and provide a working mat during construction. Perforated pipes and a sounding well with submersible pump(s) shall be provided to mitigate potential ground water migration into the excavation during construction phase, and hydrostatic relief valves shall be installed within training tank main drain sumps (minimum of 2 each) to mitigate potential for hydrostatic pressure when training tank is drained postconstruction. Training tank shall be steel reinforced, pneumatically-applied concrete (shotcrete) with a minimum compressive strength of 207 bar (3,000 pounds per square inch). Shotcrete finish shall be compatible with installation of proposed tank interior waterproof finishes. Training tank finishes shall consist of precast gutter coping spanning over a continuous perimeter gutter system, a 150 millimeter (6”) band of ceramic tile below waterline, 300 millimeter (12”) wide unglazed ceramic mosaic tile lane lines and targets on the tank floor and walls, and white marble training tank plaster for all other interior tank finishes. Training tank safety equipment, maintenance equipment, fittings, and deck equipment shall be installed in strict accordance with pertinent codes and regulations and the manufacturer's published recommendations, anchoring firmly and securely for long life under hard use. Provide a 4” high (minimum) concrete housing pad for all equipment installed on the ground. Provide vibration dampeners as required. Outdoor Training Tank

Provide 98.43-ft. x 164.04-ft (30 m x 50 m) training tank (swimming pool). The pool shall be 4-ft (1.22 m) at the shallowest end of the pool and 16’-5” (5 m) at the deepest end. The pool shall be equipped with the following features:

a) A precast gutter coping return gutter and PVC grating b) A complete natural gas-fired pool water heating system



c) A complete pool water supply and return piping system utilizing Schedule 80 PVC piping and fittings

d) A complete pool water conditioning, chemical feeding and filtering system. e) A complete electronic control and monitoring system permitting management and remote

monitoring of all pool equipment functions and water characteristics, including automated ORP, free chlorine, combined chlorine and pH adjustment

f) Circulation pumps. See Section D20. g) A complete, automated filter backwashing system. See Section D20 for additional

requirements. h) Stainless steel ladders for entry into/exit from the water at all four corners of the pool. i) Ceramic tile finishes at the pool’s edge indicating water depth. j) A gunite/ cement plaster-lined/epoxy paint-coated concrete shell, with ceramic tile below the

pool edge, 12”, plus inlaid ceramic tile lane markers k) Accessories will include one portable accessible lift. j) Additional accessories will include mounting rings embedded in pool sides for securing floating

lane dividers and a depth divider at pool depth transition area Pool design and construction shall be in accordance with MIL-HBK-1037.1, “Training and Recreational Pools,” available on the Internet at: ://synectics.net/resources/sac-app-01/public/navfac/military_handbooks/mil1037_1. The Design Build Contractor shall also employ a swimming pool contractor who primarily engages as swimming pool construction of similar type as this training tank within the last five years. The Design Build Contractor shall furnish and install the swimming pool structures, finishes, precast gutter coping, swimming pool mechanical and electrical systems, and all accessories necessary for a complete, functional swimming pool system, as herein described. Work shall include start-up, instruction of Owner’s personnel, as-built plans, and warranties as required. The Design Build Contractor shall furnish and install the swimming pool structures, finishes, precast gutter coping, swimming pool mechanical and electrical systems, and all accessories necessary for a complete, functional swimming pool system, as herein described. Work shall include start-up, instruction of Owner’s personnel, as-built plans, and warranties as required. The scope of work shall include: A. Furnish and install swimming pool finishes, including ceramic tile and marble plaster or other

waterproof finishes. B. Furnish and install complete swimming pool mechanical systems, including, but not limited to,

circulation systems, filtration systems, pool water heating systems, water chemistry control systems, domestic water fill line systems, and all pumps, piping, valves, and connections between systems and swimming pool.

C. Furnish and install complete swimming pool electrical systems from points of connection in

swimming pool mechanical equipment room, including, but not limited to, underwater lighting systems, water level control systems, control circuitry, motor starters, time clocks, bonding, and all conduits, conductors, contactors, and switches between the systems and swimming pool.

D. Furnish and install all swimming pool precast gutter coping, deck equipment and required

anchors and inserts for the specified equipment as required by code.

F104003 DIVE PLATFORM Provide the dive tower in accordance with UFC 3-300-10N, Structural Engineering.

http://synectics.net/resources/sac-app-01/public/navfac/military_handbooks/mil1037_1.pdf



Provide one dive tower capable of allowing fully equipped personnel to jump into training tank at the 5 meter, 7.5 meters, and at the 10 meter level above the water surface. Platform shall be sufficiently sized to allow up to 5 personnel at time on each platform level. In addition, the platform shall structurally support a minimum of 1600 kg (3500 pounds) total live load at any given time. Each dive platform shall project horizontally over the vertical edge of the pool gutter a minimum of 1.8 meters (5.91 feet). Platform shall be provided complete with rails, stairs, and low-heat conducting non-slip surface as necessary. Structural members of the tower shall be concrete or concrete. Platforms may be hot dipped galvanized structural steel, concrete, fiberglass, or similar suitable non-corrosive, low-heat conducting, non-slip surface. No steel, wood or synthetic wood materials are acceptable.

--End of Section--


PART 3 - CHAPTER 6 / ESR G10 - Page 172

6. ENGINEERING SYSTEMS REQUIREMENTS G10 SITE PREPARATION

SYSTEM DESCRIPTION The site preparation system consists of site clearing, demolition, relocation, and earthwork necessary to ready the site for other work associated with the project.

GENERAL SYSTEM REQUIREMENTS Develop the project site and perform all off-site work necessary to meet the requirements of the project, antiterrorism criteria, local codes, reference standards, technical specifications and performance criteria.

The Contractor is required to perform a topographic survey of the project area that will be impacted by their work. This topographic survey shall be included in the contractor’s design plans and shall be performed in accordance with UFC 3-200-10N, Civil Engineering. The topographic survey has been provided to show the location of existing facilities, areas of new work required by this RFP and the character of the sites. Prior to starting work, physically verify the location of all existing utilities and obtain all additional survey data required to provide a quality final design. The existence, size and/or location of the utilities are not guaranteed by the surveys provided. The Contractor shall verify the location of all utilities prior to construction. Electronic files of the topographic surveys will be provided to the Contractor only after award of the contract.

Subsurface soil information, including a geotechnical investigation, is included in Part 6 of this RFP.

Any included subsurface data and information is only for the Contractor's information and is not guaranteed to fully represent all subsurface conditions. The Government shall not be responsible for any interpretation or conclusion by the Contractor drawn from the data or information.

Any geotechnical report included with site investigation data is provided only to better convey data (boring logs, testing, etc.) or to document observed site conditions. The assumptions, analysis, and recommendations of the accompanying report were developed for preliminary planning purposes only and may not be based upon present project requirements. Requirements stated in Parts 3 and 4 of the RFP take precedence over any content of any included geotechnical report.

The Contractor is required to retain a geotechnical engineer experienced and licensed in the geographic region of the project to interpret the provided data as related to his design concept and develop requirements for bidding. Additional requirements for the geotechnical design of this project are provided elsewhere in this RFP.

The contractor shall acquire a geotechnical recommendation to address the potential interaction between proposed Low Impact Development (LID) infiltration facilities and adjacent structures.

Minor variations between borings should be anticipated. The Contractor shall bear all costs associated with the site preparation and actual foundation except as allowed by the Contract Clause FAR 52.236-2, "Differing Site Conditions". The Contractor’s Geotechnical Engineer shall perform additional subsurface investigation as required to adequately determine all applicable geotechnical factors including the type and capacity of the project foundation(s). The Contractor's Geotechnical Engineer shall consider the provided information and any additional information obtained and prepare a report as described in other portions of this RFP.

Personnel under the supervision of a registered Professional Engineer shall provide inspection of



excavations and soil/groundwater conditions throughout construction. The Engineer shall be responsible for performing pre-construction and periodic site visits throughout construction to assess site conditions. The Engineer, with the concurrence of the Contractor and the Contracting Officer, shall update the excavation, sheeting, shoring and dewatering plans as construction progresses to reflect actual site conditions and shall submit the updated plan and a written report (with professional stamp) at least monthly informing the Contractor and Contracting Officer of the status of the plan and an accounting of Contractor adherence to the plan; specifically addressing any present or potential problems. The Engineer shall be available to meet with the Contracting Officer at any time throughout the contract duration. The Contractor shall bear all costs of the Engineer.

Minimize the impact of construction activity on operations and neighboring facilities.

Any shutdown of utilities requires a minimum 21 day notice and must be completed in an 8-hour window.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. The contractor shall submit a complete "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the NAVFAC Design-Build website at the following link ://ndbm.wbdg.org/system/html/6/. Contractor shall determine correct permit fees and pay said fees. Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government’s Civil Reviewer and Environmental Reviewer.

Construction stormwater activities shall comply with the requirements of the most recent California State Water Resources Control Board Water Quality Order No. 2013-0001-DWG, Construction General Permit No. 2009-0009-DWQ, all associated amendments, and all other site specific conditions.

Jurisdictional tidal and non-tidal wetlands have not been identified on the project site.

Coordinate with and obtain the Resident Officer In Charge of Construction's (ROICC) and Area Planner’s approval for proposed haul route(s), work site access point(s), employee parking location(s), material laydown and storage area(s), and temporary facilities. Provide a phasing plan showing these items and obtain approval before start of work.

Refer to Site Analysis and Building Requirements Sections for additional site preparation functional program information.

G1010 SITE CLEARING

G101001 CLEARING Perform clearing as necessary.

All vegetation removal shall be completed outside of the breeding season.

The project site does not have saleable timber.

Burning will not be allowed.

G101002 TREE REMOVAL Perform tree removal as necessary.

http://ndbm.wbdg.org/system/html/6/453




G101003 STUMP REMOVAL Perform stump removal as necessary.

G101004 GRUBBING Perform grubbing as necessary.


G101006 DEBRIS DISPOSAL All grubbing and clearing residue, demolished material, rubbish and debris generated by this project shall be hauled off-site and off station by the Contractor.

G1020 SITE DEMOLITION & RELOCATIONS

G102003 UNDERGROUND SITE DEMOLITION Preserve the following underground site elements: all existing utilities required for proposed project and all existing utilities being used by the Base.

Remove and relocate existing utility piping, conduits, and utility structures under the proposed building. Existing piping under new pavements, subject to potential vehicle loadings, shall be relocated or upgraded to resist vehicle loadings in compliance with industry standards.

New utilities shall be at least 10 feet (3.0m) from proposed structures, except for building connections. Existing utilities to remain that are under or within 10 feet (3.0m) of the proposed building shall be relocated.

All utility piping, conduits, and utility structures to be abandoned shall be removed.

G102005 UTILITY RELOCATION Comply with the requirements of the utility provider concerning utility relocations.

G102007 SITE CLEANUP Perform site cleanup as necessary.

G1030 SITE EARTHWORK

G103001 GRADING Finish floor elevations for new facilities shall be above the 100 year flood elevation. Provide elevations for mechanical/electrical equipment pads above the 100 year flood elevation.

Provide grading in compliance with UFC 3-200-10N, Civil Engineering.



G103002 COMMON EXCAVATION Provide excavation in compliance with Contractor’s Geotechnical Engineer’s recommendation and local agency requirements.

G103003 ROCK EXCAVATION Blasting will not be permitted.

G103004 FILL & BORROW Borrow and select fill shall come from off-base sources.

G103005 COMPACTION Soil shall be compacted in compliance with Contractor’s Geotechnical Engineer’s recommendation. Ensure that proper compaction is achieved under all building pads and paved areas.

G103006 SOIL STABILIZATION The following methods of soil stabilization will not be allowed: cement, lime slurry, asphalt, pressure grouting.

G103007 SLOPE STABILIZATION

Provide slope stabilization through appropriate grading and site design for a minimum factor of safety of 1.5 or slope that does not exceed the maximum slope per local code requirements. The following techniques for slope stabilization will not be allowed: gabions, riprap, and concrete.

G103008 SOIL TREATMENT Treat the area around the entire foundation of each building for termite control in accordance with manufacturer's instructions.

G103009 SHORING Provide sheeting, shoring, bracing, cribbing and underpinning in compliance with the Army Corps of Engineers’ Safety and Health, and with all other applicable requirements.

G103010 TEMPORARY DEWATERING Provide temporary dewatering in compliance with all applicable requirements.

G103011 TEMPORARY EROSION & SEDIMENT CONTROL Prepare and maintain a Storm Water Pollution Prevention Plan (SWPPP).

Provide erosion control measures during both the construction phase and the operational phase of the facility. Perform temporary erosion and sediment control and other Best Management Practices in compliance with local agency requirements.



--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS G20 SITE IMPROVEMENTS

SYSTEM DESCRIPTION The site improvements system consists of pavements and pavement related features, landscaping and other exterior site development work related to this project. Pavement design shall be performed by a licensed Professional Engineer familiar with conditions local to the project site. Pedestrian pavement design will include input from the Architect and Landscape Architect.

GENERAL SYSTEMS REQUIREMENTS Provide site improvements as required to make a useable facility that meets functional and operational requirements, incorporates all applicable anti-terrorism, force protection and physical security requirements and blends into the existing environment.

Provide site improvements in conformance with applicable requirements of the Uniform Federal Accessibility Standards.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. The contractor shall complete the "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the NAVFAC Design-Build website at the following link ://ndbm.wbdg.org/system/html/6/. Contractor shall determine correct permit fees and pay said fees. Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government's Civil Reviewer.

Provide improvements as required to conform to all applicable anti-terrorism and physical security requirements. Improvements shall comply with UFC 3-200-10N Civil Engineering; UFC 3-210-02 POV Site Circulation and Parking; UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings; UFC 3-600-01, Fire Protection Engineering for Facilities; UFC 3-210-10, Low Impact Development; accessibility requirements; BEAP; and CPR.

Minimize the impact of construction activity on operations and neighboring facilities.

Site the improvements to develop appropriate and positive relationships with other facilities, and to conform to existing development patterns.

Refer to Site Analysis and Building Requirements Sections for additional site improvement functional program information.

G2010 ROADWAYS Provide roadways, as required, to allow fire and service access (53-foot semi-trailers). The design of pavements shall take into consideration the anticipated traffic over the life of the project (20 years) as well as the existing soil conditions at the site.

Provide roadways of rigid or bituminous pavement. Gravel pavement may not be used.

Provide new roadway and other pavement sections as required by soil conditions and per the recommendations of the Contractor’s Geotechnical Engineer. Minimum Portland cement concrete (PCC) pavement section is 6 inches (152mm) PCC on 4 inches (102mm) aggregate base over a compacted subgrade. Minimum bituminous pavement section is 3 inches bituminous surface on 8 inches aggregate base over a compacted subgrade.




Provide fire department and emergency vehicle access for each building in accordance with UFC 3-600-01. The vehicle access must provide access to 1 side of the building. Pavement is required for the new vehicle access roadways designed to accommodate fire apparatus with a minimum of 20 feet (6.1m) paved clear width, a minimum 37 foot (11.3m) inside turn radius, and a minimum 13ft 6in vertical clearance. All fire vehicle access roadways must provide access to within 33 feet (10m) from the building. All fire vehicle access roadways will be blocked at the street by removable bollards that can be locked in place in accordance with the UFC 3-200-10N, Civil Engineering. Keys to unlock the bollards shall be given to the fire department.

G201001 BASES & SUBBASES Allowable base and sub-base material shall be per the recommendations of the Contractor’s Geotechnical Engineer. Crushed concrete meeting specified gradation for aggregate base or sub-base courses may be used.

G201002 CURBS & GUTTERS Provide curb and gutter to tie into adjacent facilities and to allow for proper drainage.

G201003 PAVED SURFACES Fire department and emergency vehicle access roads, pedestrian walkways and other paved areas not normally used by vehicles may be paved with one of the following materials with a properly compacted subgrade for the intended use: - Portland cement concrete - Permeable concrete paving system - Precast concrete pavers - Perforated concrete block pavers such as grasscrete - A limited amount of asphalt concrete (AC) paving may be allowed at areas with low pedestrian circulation

Recycled asphalt pavement material may be used for bituminous concrete pavement as permitted by Public Works.

G201004 MARKING & SIGNAGE Provide temporary pavement markings and signage throughout construction to meet phasing requirements indicated in the project program. Provide pavement markings, signage, and temporary markings and signage to comply with the (Manual on Uniform Traffic Control Devices) MUTCD and BEAP.

G201005 GUARDRAILS & BARRIERS Provide bollards in accordance with the UFC 3-200-10N, Civil Engineering.

G2030 PEDESTRIAN PAVING Provide sidewalks to connect the facility to surrounding sidewalks. Sidewalks shall be 5 feet wide minimum and shall comply with the BEAP. Sidewalks may be Portland cement concrete, concrete pavers, permeable concrete pavers, perforated concrete block pavers such as grasscrete, or permeable pavement.



Provide non-slip, concrete slab, pool-perimeter deck that extends from the pool to the perimeter wall.

G203001 BASE AND SUBGRADE The base shall be a minimum 2 inches (51mm) of sand. The subgrade shall be a suitable material and compacted to comply with local agency standards.

G203002 CURBS & GUTTERS Provide curb and gutter to tie into adjacent facilities and to allow for proper drainage.

G203003 PAVED SURFACES Provide sidewalks and streetscape along main access roads. Sidewalks shall be 5 feet wide (1.5m) minimum with a 5 feet (1.5m) wide minimum landscape separation between any roadway and the sidewalk. Comply with the Camp Pendleton BEAP.

G2040 SITE DEVELOPMENT

G204001 FENCING & GATES

Provide fencing to comply with ATFP requirements. Provide a metal double-swing gate on the perimeter wall near the bathhouse. Gate shall be anchored to the CMU wall. Gate shall be for emergency vehicle access.

G204005 SIGNAGE

Provide signage in accordance with the Camp Pendleton BEAP.

Provide a bronze plaque for the facility to comply with the Camp Pendleton Requirements.

Provide LEED signage.

Provide pool warning signage.

G204006 FOUNTAINS & POOLS Provide a 30m by 50m pool. Provide pool improvements to comply with Federation Internationale de Natation (FINA), the world governing body for five aquatic sports, standards. Provide depth levels to comply with FINA standards and standards applicable to a pool with a 10m high diving tower. Provide extremely durable pool plaster, tile lane markers, and concrete pool edging. Provide pool floor drains in accordance with the International Building Code and the Virginia Graeme Baker Pool and Spa Safety Act. Provide 316-type stainless steel ladders at each corner of the pool.

Provide pool drains and drain lines, pool deck drains, pool heaters/boilers, circulation pump, pool filters, a chlorinator, and all associated equipment, piping, plumbing, electrical and appurtenances. Provide a display panel, mounted on the wall outside of pool equipment room, indicating status of filtration and chemical treatment, and provide associated electrical and appurtenances.

The engineer responsible for design and the contractor responsible for construction, of the pool, must have relevant experience in this type of construction in the past 10 years.



Solar water heating equipment mounted on poolside shade structures is a desirable item. If solar heating equipment is provided, it shall be connected to the pool circulation system, and shall be complete and operational. Shade structures supporting solar heating equipment shall be hot dipped galvanized structural steel and shall match the architecture of the training tank and bathhouse.

The pool water shall be heated and delivered at the temperature specified in section D20 to the training tank. Provide pool boilers to comply with the CPR. A summary of requirements is listed below; if conflicts exist between these requirements and the CPR, the CPR governs.

Pool boilers shall be mounted on a 100mm (4”) thick concrete housekeeping pad.

Provide sump pump in pit where pool main circulation pump/motor is located. Provide a non-corrosive pot and stainless steel basket with see-through lid pump strainer. Provide new suction valves next to strainer.

Provide warranty tags on each newly installed equipment/product. Furnish with each warranty the name, address, and telephone number of the guarantor’s representative nearest to the location where the equipment and appliances are installed. The guarantor’s representative, upon request of the station representative, shall honor the warranty during the warranty period and shall provide services prescribed by the terms of the warranty.

Provide submittals to the California Department of Public Health for training tank approval. Provide all work and coordination required for approval and permits.

G204090 OTHER SITE IMPROVEMENTS

Provide below-grade pool observation windows on the 50m length walls of the pool. Provide below-grade rooms to view the observation windows. Provide stairs for access to the room. Provide at-grade guardrails around the perimeter of the rooms for fall-protection. Provide floor drains and drain lines for the rooms. Provide the windows at the deep end. When locating the elevation of the bottom of the observation rooms, ensure that the floor drain can properly drain to the nearest sewer connection. The engineer responsible for design and the contractor responsible for construction, of the observation windows and rooms, must have relevant experience in this type of construction in the past 10 years. See Chapter 2 for additional requirements.

Provide a diving tower 10m in height. Diving tower shall be hot dipped galvanized structural steel. Tower shall have three levels at 5m, 7.5m, and 10m, and each level shall have smooth, non-slip concrete decking. Stairs shall have guardrails and shall be slip-resistant. Layout shall be designed to meet user needs.

Provide exterior eye-wash station on the pool deck.

Provide dumpster pad and enclosure, for a minimum of 2 dumpsters, to comply with BEAP Standard Detail, 8.9 L-2, or similar. Do not provide gate on dumpster enclosure.

See Chapter 2 for additional requirements.

G2050 LANDSCAPING Provide complete landscaping consisting of groundcover, trees, shrubs, and inorganic mulches as required to provide a quality, cost-effective, functional and visually appealing landscape program that will enhance the development, while complying with all applicable anti-terrorism, force protection and physical security requirements. The landscape shall be designed to reinforce the facility entry and



provide wayfinding. Proposed landscape shall compliment adjacent existing landscapes.

All landscape elements shall be extremely durable and low maintenance. Plant material must be chosen from the Camp Pendleton Approved Plant List and should respond to site conditions and specific microclimates with an overarching drought tolerant, largely native theme. Site and landscape design should integrate with the site storm water drainage plan and take advantage of passive water harvesting. Landscape design must comply with the Camp Pendleton BEAP. Review trees to be removed with Government Landscape Architect. The landscape design shall be designed by a licensed landscape architect. The landscape architect shall be involved in the early stages of the site design.

Limit-of-work for landscape improvements shall be determined by existing boundaries, such as but not limited to pavement edges and fences where possible. Landscape limit-of-work shall be approved by the Government Landscape Architect. All site areas disturbed due to construction shall receive landscape improvements. All graded and disturbed land impacted by development of this facility is to receive landscape per the Camp Pendleton BEAP requirements and be irrigated with permanent subsurface irrigation. Temporary non-irrigated hydroseed shall not be accepted.

Provide a minimum of four (4) different groupings of inorganic mulches throughout project site. The proposed inorganic mulches will vary in color and size. Contractor will provide samples of the inorganic mulch during the design phase of the project and prior to completion of the construction documents for Government review and approval

Guarantee all landscaping for a period of one year after final acceptance of the project. Provide a one year establishment and maintenance period.

G205001 FINE GRADING AND SOIL PREPARATION Provide 4 inches (102mm) of topsoil for all grass areas and other pervious areas disturbed by Contractor operations.

G205002 EROSION CONTROL MEASURES Prevent erosion from occurring by providing erosion control measures as required by city, state and federal requirements. The contractor shall prepare an Erosion Control Plan.

G205003 TOPSOIL AND PLANTING BEDS See G205005 Plantings.

G205004 SEEDING SPRIGGING AND SODDING Areas outside of the designated landscape limit-of-work shall be hydro-seeded with an approved erosion control seed mix.

G205005 PLANTINGS Preserve existing trees to the greatest extent possible. Plant material shall comply with Camp Pendleton BEAP.



G205007 IRRIGATION SYSTEMS Provide a water conserving, highly efficient automatic, below-grade irrigation system to irrigate all landscaped areas with plantings. Do not irrigate inorganic mulches. Irrigation system shall provide 100 percent head to head coverage with matched precipitation rate nozzles. Trees shall be irrigated separately. All sprinkler nozzles shall be installed on pop-up bodies. Provide an irrigation system that complies with the Camp Pendleton BEAP. Consult with PWD for preferred irrigation equipment standards. Provide an irrigation system that uses potable water. Do not utilize drip irrigation on this project. Irrigation system shall be valved per exposure and plant ET requirements. Camp Pendleton is aligning itself with the SW Regional Central Computerized Irrigation System to better provide for Base-wide water-efficiency. Irrigation controller shall be compatible with SW Regional central irrigation control system. Irrigation system shall be metered at the irrigation backflow assembly. Provide annual estimated landscape water requirements (budget) with design submittals. Provide landscape irrigation audit prior to start of landscape establishment/maintenance period.

--End of Section--



6. ENGINEERING SYSTEMS REQUIREMENTS G30 SITE CIVIL/MECHANICAL UTILITIES

SYSTEM DESCRIPTION The site civil/mechanical utility systems include water supply systems, sanitary sewer systems, storm drainage systems, gas distribution systems and associated appurtenances which are more than 5 feet (1.5 meters) outside the building.

The site mechanical utility system consists of all piping and appurtenances for natural gas including all accessories and devices as necessary and required for a complete and usable system up to 5 feet (1.5 meters) outside buildings.

GENERAL SYSTEM REQUIREMENTS Develop the site to provide water, fire protection, sanitary sewer, storm drainage, and gas distribution services that meet the requirements of each applicable regulatory agency that governs and issues permits for the construction and operation of these systems.

Provide each system complete and ready for operation.

Physically verify the location of existing above and below ground utilities prior to starting work.

Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work. The contractor shall complete the "Permits Record of Decision" (PROD) form with the first design submittal package. A blank PROD form can be obtained at the NAVFAC Design-Build website at the following link ://ndbm.wbdg.org/system/html/6/. Contractor shall determine correct permit fees and pay said fees. Copies of all permits, permit applications, and the completed PROD form shall be forwarded to the Government's Civil/Mechanical Reviewer.

Minimize the impact of construction activity on facility operations and neighboring facilities.

Preliminary utility connection points are indicated on the drawings in Part 6 of this RFP. Obtain final approvals from the Government's Civil/Mechanical Reviewer and the Contracting Officer for all utility connection points associated with this work.

Coordinate with the local utility providers and pay any fees or charges required to connect to their utility.

Refer to Site Analysis and Building Requirements Sections for additional site civil/mechanical utilities information.

Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria of PTS Section G30 and the manufacturer's recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "shall".

After installation of the equipment and systems, provide individual training courses for two Government personnel for each of the items listed below, covering items contained in the Operations and Maintenance manuals. Provide one copy of the Operations and Maintenance manuals for each two course attendees. Provide one DVD disc of the training courses to be used as refresher courses and to train additional personnel. Training shall be conducted by the same factory trained engineer that supervised the installation of the system. Training shall include classroom discussion as well as




hands on maintenance, replacement of typical components and repair type maintenance training for parts typically replaced or repaired in the field. Submit training plan 30 calendar days prior to training sessions. Training plan shall include scheduling, content, outline, and training material handouts.

G3010 WATER SUPPLY

The new water system is an extension of the existing water system. The existing water system serving the project site is owned by the federal government, operated and maintained by Base Facilities Maintenance Department (FMD). Provide the new water system and connections to the existing water system in accordance with UFC 3-200-10N, Civil Engineering; the Camp Pendleton’s Requirements (CPR); American Water Works Association (AWWA) standards; and the state waterworks' regulations; whichever is more stringent.

Notify the utility provider of the additional demand generated by the proposed facility. Provide a copy of all correspondence with the utility provider to the Government’s Civil/Mechanical Reviewer.

Provide a meter and reduced pressure principal backflow preventer (RP), in compliance with Base standards, for potable domestic and industrial connections, and a double check valve detector assembly (DCDA) for fire suppression service line connections.

The new water system shall be designed such that water consumption for each facility is monitored from one meter.

All water used for construction shall be metered and accounted for by Base.

G301002 POTABLE WATER DISTRIBUTION Refer to the CPR on acceptable water pipe materials. Provide exterior corrosion protection on metallic pipe lines. Provide both tracer wire and metallic tape for underground piping.

A water meter and reduced pressure principal backflow preventer must be located at all water lateral connections to Base-owned water mains. Provide type of meter and remote reading as required by the utility provider.

Provide aboveground backflow preventer and locate as close to the water main as possible and provide protection by cage or protection posts.

After installation of the water line, clean and disinfect new water supply section in accordance with AWWA C-651-99.

G301004 FIRE PROTECTION WATER DISTRIBUTION Provide fire protection water distribution in accordance with UFC 3-600-01, Fire Protection Engineering for Facilities, California Fire Code, and Base Fire Department requirements. See Section D40 for additional Fire Protection Requirements.

Provide fire protection water distribution with a single connection to a looped or gridded public water distribution system, capable of providing concurrent domestic and fire flow demands to the facility. The fire suppression service line shall be separate from the potable domestic water service line.

Provide fire hydrants that are directly connected to the water distribution mains and not directly connected to the building fire or domestic service laterals.



G3020 SANITARY SEWER The new sanitary sewer system is an extension of the existing sanitary sewer collection system. The existing sanitary sewer collection system serving the project site is owned by the federal government, operated and maintained by Base Facilities Maintenance Department (FMD). Provide the new sanitary sewer system and connections to the existing sanitary sewer collection system in accordance with UFC 3-200-10N, Civil Engineering; UFC 3-240-04A, Wastewater Collection; UFC 3-240-06A, Wastewater Collection and Pumping; the CPR; and the state sewerage regulations.

Notify the utility provider of the additional wastewater flow generated by the proposed facility. Provide a copy of all correspondence with the utility provider to the Government Civil Reviewer.

In identifying a suitable point of connection, provide consideration of the capacity of the existing collection system.

G302001 SANITARY SEWER PIPING

Gravity sewer lines shall be PVC and force mains shall be HDPE with fused joints. Comply with the CPR on sewer pipe materials. Provide both tracer wire and metallic tape for underground piping.

G302002 SANITARY SEWER MANHOLES & CLEANOUTS Manholes shall be required at locations indicated in CPR section 221316. Provide precast concrete manholes only. All manhole interiors to be coal-tar epoxy coated and have 36 inch diameter manhole access. Manhole base shall be per local or regional agency approved standards. The use of ladder rungs in manholes is prohibited. Make lateral tie-ins to sewer mains at existing manholes. Install a two-way cleanout 5 feet (1.5m) from the building for each lateral. Install cleanouts at all changes in direction. Maximum spacing for cleanouts shall be 100 feet (30.5m).

G3030 STORM DRAIN

The new storm drain system is an extension of the existing storm drain system. The existing storm drain system serving the project site is owned by the federal government, operated and maintained by Base Facilities Maintenance Department (FMD). Provide the new storm drain system and connections to the existing storm drain system in accordance with UFC 3-200-10N, Civil Engineering; UFC 3-210-10, Low Impact Development; the CPR; the state stormwater management laws and regulations; and the Energy Independence and Security Act (EISA), Section 438.

Prepare a project-specific drainage report (hydrology & hydraulics) and a water quality technical report, both stamped and signed by a licensed civil engineer. The reports shall demonstrate the project’s compliance with all applicable codes, regulations and standards. Confirm that the existing outfall has adequate capacity to receive the additional stormwater flow generated by the project.

G303001 STORM DRAIN PIPING

Refer to the CPR on acceptable storm drain pipe materials.



G303002 STORM DRAIN STRUCTURES A manhole or storm drain structure shall be placed in locations identified for manholes in CPR section 221316. Install structure appropriate for location. Provide precast concrete storm drain structures only. Provide storm drain structures for traffic loading indicated in G20 SITE IMPROVEMENTS.

G303006 EROSION & SEDIMENT CONTROL MEASURES

Permanent erosion & sediment control measures will be required. Provide measures to meet requirements of the NPDES permit.

G303007 STORMWATER MANAGEMENT An infiltration trench will not be allowed under a paved area.

Low-maintenance stormwater management is desired.

The contractor may utilize the existing underground stormwater detention facility for stormwater management to meet or exceed the stormwater requirements. Contractor to field verify capacity, operation and functionality of the existing underground stormwater detention facility for appropriate use, to meet and/or exceed all stormwater requirements. The contractor shall provide appropriate supporting calculation and supporting evidence for appropriate use of the existing underground stormwater detention facility, within the respective project-specific drainage and water quality technical reports. Additional stormwater treatment devices may be necessary to comply with all stormwater requirements. To the fullest extent possible, all aboveground stormwater facilities should be incorporated into project site landscaping.

G3060 FUEL DISTRIBUTION

G306006 GAS DISTRIBUTION PIPING NATURAL GAS Provide polyethylene (PE) natural gas piping system.

G306090 OTHER FUEL DISTRIBUTION Provide warning and identification tape for underground utilities.




6. ENGINEERING SYSTEMS REQUIREMENTS G40 SITE ELECTRICAL UTILITIES

SYSTEM DESCRIPTION Provide all new connections to local utilities for new P-1008 Combat Training Tank & Instruction Facility consisting of but not limited to pole riser and cables, pad mount transformers, underground ductbanks and manhole or handhole systems, and underground service entrance wiring. Provide a manual transfer switch (rated for 100% facility load) with an exterior connection for a portable emergency generator hook-up.

The site electrical utility system consists of all power and telecommunications and fiber optic cabling from the existing distribution system point of connection including all connections, accessories and devices as necessary and required for a complete and usable system. This section covers installations up to within 5 feet (1.5 meters) of new (or existing) building location.

All installed equipment shall be tested in accordance with the latest edition of NETA (InterNational Electrical Testing Association) ATS (Acceptance Testing Specifications) by a NETA member engineering and testing firm.


GENERAL SYSTEM REQUIREMENTS Provide an Electrical System complete in place, tested and approved, as specified throughout this RFP, as needed for a complete, usable and proper installation. All equipment shall be installed per the criteria of PTS Section G40 and the manufacturer’s recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "shall".

Provide schedule 40 PVC as the minimum conduit thickness for all underground duct banks. All primary cabling shall be concrete encased with a minimum compressive strength of 3000 psi.

All overhead and underground electrical utilities shall be constructed in accordance with San Diego Gas and Electric (SDG&E) standards.

As a minimum, electrical requirements shall comply with the latest edition of UFC 3-501-01, Electrical Engineering and NFPA 70 (NEC) 2011.

G4010 ELECTRICAL DISTRIBUTION Provide connection to the existing 12kV three-phase, three-wire, 60 Hertz electrical power system. Proposed point of connection shall be form an existing pole (52C2L16 or 52C2L17) located across the street from the project site on Basilone Road. Existing pole shall extend across the street overhead to a new pole to be used as a pole riser with fuse cutout for new facility. A new underground ductbank shall be provided from a new pole riser to the new Pad Mount Transformer at project site.



The available fault current at the point of connection shall be assumed to be an infinite bus.

As a minimum, sections G4010 to G401009 shall be as specified per the latest edition of UFC 3-550-01, Exterior Electrical Power Distribution.

Coordinate with Camp Pendleton Public Works (Mr. Joe Shields, 760-725-5086 or e-mail [email protected]) for verifications on locations and requirements.

G401002 TRANSFORMERS Provide a 12kV primary , three-phase, delta-wye, 4-wire with ground, pad mounted transformer, with concrete pad to feed all facility loads.

Provide the following features:

1. Dead-Front Design.

2. Copper windings.

3. High Voltage Taps: 2-2.5% above and below normal.

4. Base, cabinets and tanks of all transformers must be corrosion resistant and fabricated of stainless steel.

Enclosure/cabinets/base for the outdoor pad mounted transformers shall be in accordance with Camp Pendleton Base Requirements. All wet type transformers and switches shall have less flammable liquids in reference with NFPA 70 and FM P7825.

Paint entire transformer assembly with Munsell 7GY3.29/1.5 green.

Provide spare fuses for each of the three phases.

G401004 OVERHEAD ELECTRIC CONDUCTORS Provide new three phase overhead fused cut-outs on new pole from intercepting existing pole (52C2L16 or 52C2L17) from overhead distribution systems on Basilone Road. All distribution equipment shall be rated 27kV for additional coastal protection.

Provide spare fuses for all three phases.

G401005 TOWERS, POLES, CROSSARMS AND INSULATORS Provide existing pole (52C2L16 or 52C2L17) with 10’ (3,048 mm) cross arms and insulators matching existing near-by poles for intercepting 12kV system. Crossarms shall be designed to support the weight of new insulators and shall be of bonded construction. New wood pole type and class shall be 45’ (13,716 mm), match existing near-by poles, and meet SDG&E standards as a minimum but no less than Class-3 with 10’ (3,048 mm) crossarms of bonded construction and fuse cutouts. Guy wires shall be provided for both new and existing poles for stabilizing pole against new overhead electric conductors. All distribution equipment shall be rated 27kV for additional coastal protection.



Assignment of new pole number shall be coordinated with base Public Works Department.

G401006 UNDERGROUND ELECTRIC CONDUCTORS Provide medium voltage primary and 600 volt secondary underground electrical power distribution systems to meet the connection requirements as indicated in paragraph G40 “General System Requirements” and G4010 "Electrical Distribution". All primary side cables shall be rated for 15kV system. All 15kV underground cables shall be shield jacketed type with outer PVC jacket. Provide underground service cables (Type USE) and associated concrete encased conduit from service entrance equipment to outdoor power system connection.

All power underground raceway systems shall be in a ductbank system per G401007.

G401007 DUCTBANKS, MANHOLES, HANDHOLES AND RACEWAYS Provide a system of concrete encased ductbanks, manholes, and handholes for all underground power wiring. Spares (50% minimum) shall be provided for each ductbank with pull-rope and cap.

Ductbanks shall be concrete encased with a minimum compressive strength of 3000 psi, 24-inches (609.6 mm) below grade with schedule 40 PVC conduits. Conduits shall be sized accordingly but no smaller then 4-inch (101.6 mm).

Manholes shall be provided with ground rods, ground wire, bell ends, non-metallic cable arms or rack, and cable tie-downs. Covers shall be bolt down; spring assisted and stamped “LV Electrical” or “HV Electrical” (LV – Low Voltage, HV – High Voltage). Manhole covers shall be H20 rated and set 2-inches (50.8 mm) above finish grade sloped away from cover.

Handholes shall be provided with ground rods, ground wire, bell ends, non-metallic cable arms or rack, and cable tie-downs. Covers shall be bolt down; spring assisted and stamped “LV Electrical” or “HV Electrical” (LV – Low Voltage, HV – High Voltage). Handhole covers shall be H20 rated and set 2-inches (50.8 mm) above finish grade sloped away from cover.

Provide a manhole for the primary side of pad-mount transformer with spare conduits to accommodate for loop feed design (handholes are not acceptable be used for medium voltage cable systems).

G401008 GROUNDING SYSTEMS Provide a complete grounding system for the electrical power distribution system. Pad mount transformer shall be connected with facilities ground grid. Ground grid shall be attached to rebar for both horizontal directions in the concrete slab. Provide more ground rods as necessary to attain a maximum resistance-to-ground as specified per the latest edition of UFC 3-550-01 and meet the requirements as indicated in D509002.

G401009 METERING Provide a separate Kilowatt Demand Meter for each Pad Mounted Transformer. All utilities shall be metered for local and remote read capability. System installed must be fully compatible and offers seamless integration with current base system.



Provide new pad-mounted transformers with a secured wireless communication energy meter reading capability to be read by a portable radio frequency (RF) handheld meter. Where practical, locate wireless energy meter device to be within range of normal base utility vehicular access route. Wireless energy metering system must be fully compatible and offers seamless integration with current base system Itron Sentinel digital meters.

Provide secondary switchboard with a separate digital circuit monitor/analyzer. Equipment shall have capabilities to connect to the Energy Management System (EMS).

Electric meters shall be per Utility Base Requirements. See the latest Camp Pendleton Base Requirements for additional information. Meter shall be installed and programmed per IAW Camp Pendleton requirements and as specified per the latest edition of UFC 3-550-01.

G401011 EQUIPMENT REQUIREMENTS FOR COASTAL AND HIGH HUMIDITY AREAS

Provide exterior equipment designed to meet or exceed geographical coastal requirements and high humidity areas.

G4020 SITE LIGHTING Provide site lighting for exterior area, landscape, and vehicle drop off area including underground distribution, handholes, grounding, poles, fixtures and controls as required for a complete and usable system.

Direct buried cables shall not be permitted.

Provide inline fuses for all phase circuits at light bases or handholes near light bases without access boxes for safety, security and circuit reliability.

As a minimum, sections G4020 to G402007 shall comply with the latest edition of UFC 3-530-01, Design Interior and Exterior Lighting and Controls.

G402001 EXTERIOR LIGHTING FIXTURES AND CONTROLS Provide Area, Landscape and Truck Unloading Lighting for facility.

Provide full cut-off lighting fixtures complete with energy efficient lamps.

Provide an automatic lighting control system for exterior lighting fixtures utilizing lighting contactors, timed switches and photocell switches enabling light operation to turn “ON” at dusk and “OFF” at down. An additional override Hand-Off-Auto switch shall be provided for maintenance purposes.

Provide pedestrian lighting (such as lighted bollards). Coordinate locations with landscape architect and irrigation sprinkler spray.

Provide electrical engineering design services for site and power requirements of new irrigation controllers and for communication hubs for computer-controlled irrigation. Coordinate with landscape architect.



Lighting systems shall be integrated with Energy Management System (EMS).

Exterior lighting shall be solar powered.

G402004 LIGHTING POLES Provide powder coated steel poles and mount on 30” high concrete base sized per local soil conditions for site and parking lot lighting per Camp Pendleton Requirements.

G402005 UNDERGROUND ELECTRIC CONDUCTORS Provide a complete underground distribution system, with insulated copper conductors including ground in conduit, for all site lighting systems.

G402006 DUCTBANKS, MANHOLES AND HANDHOLES Provide a system of concrete encased ductbanks, manholes, and handholes for all underground power wiring. Spares (50% minimum) shall be provided for each ductbank with pull-rope and cap.


Manholes shall be provided with ground rods, ground wire, bell ends, non-metallic cable arms or rack, and cable tie-downs. Covers shall be bolt down; spring assisted and stamped “Lighting”. Manhole covers shall be H20 rated and set 2-inches (50.8 mm) above finish grade sloped away from cover.

Handholes shall be provided with ground rods, ground wire, bell ends, non-metallic cable arms or rack, and cable tie-downs. Covers shall be bolt down; spring assisted and stamped “Lighting”. Handhole covers shall be H20 rated and set 2-inches (50.8 mm) above finish grade sloped away from cover.

G402007 GROUNDING SYSTEMS Provide a complete grounding system for all site lighting systems.

G4030 SITE COMMUNICATION AND SECURITY Provide a site communication and security system in conformance of UFC 3-580-10, Navy and Marine Corps Intranet (NMCI) Standard Construction Practices, Information System (IS), and Engineering Technical Letter (ETL) 02-12: communications and Information System Criteria including, but not limited to, Voice and Data Telecommunications Systems, and Cable Television (CATV) Systems, including all conduit and wiring, underground structures, termination equipment, and structures, and grounding systems as required for a complete and usable system. Refer to telecommunications UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design for requirements.

As a minimum, sections G4030 to G403009 shall be as specified per the latest edition of UFC 3-580-01.



G403001 TELECOMMUNICATIONS SYSTEMS The communication system shall tie into Navy’s existing backbone for Camp Pendleton.

Ductbank system heron shall be underground and include ductbanks, manholes, and handholes.

Proposed ductbank point of connection shall be form manhole 5152-27 across the street from the project site on Basilone Road and extended to new Combat Training Tank & Instruction Facility‘s telecommunications room consisting of a minimum of four 4-inch (101.6 mm) conduits (additional conduits shall be provided for spares) with a new manhole located just outside of new facility.

Proposed telecommunications cable point of connection for Combat Training Tank & Instruction Facility‘s telecommunications system shall be extended to the project site from Remote Switch building 52410.

Coordinate with Camp Pendleton Public Works and provide a minimum quantity of 224 pairs of 24 AWG, PE-89 copper cable in one 4-inch (101.6 mm) conduit and 12 strands (installed in Maxcell innerduct) of water protected outdoor rated single mode loose tube fiber optic PE-90 cables in a second 4-inch (101.6 mm) conduit between Remote Switch building 52410 and Combat Training Tank & Instruction Facility‘s telecommunications room.

Routing shall be a combination of existing and new ductbank system from Remote Switch building 52410.

Provide all connections and terminations for copper pairs and fiber optic cables at Remote Switch building 51410 and Combat Training Tank & Instruction Facility‘s telecommunications room for a complete and working system.

Any existing telecommunications systems within P-1008 Combat Training Tank & Instruction Facility‘s project boundaries shall be maintained or rerouted as necessary. Camp Pendleton Public Works shall be notified no less than five working days for any temporary disconnection of any telecommunications. See P-1008 Utility Exhibit drawings for local utility references and locations in Part 6.

For additional information see Part 3 – Chapter 3 for Base Communications Utilities and Part 6 for Government Provided Supplemental Information.

Coordinate with Camp Pendleton Public Works (Mr. Paul Lane, 760-763-5263 or e-mail [email protected]) for locations and requirements with the nearest telephone and fiber-optic point of connection.

G403002 CABLE TV SYSTEMS (CATV) Proposed point of connection for P-1008 Combat Training Tank & Instruction Facility shall be extended to project site from an existing or new overhead pole located on Basilone Road. Existing pole may be used as a reasonable pathway to project site and may be used as a pole riser if General Order 95 is met. If poles do not meet requirements, coordinate with Camp Pendleton Public Works and Cox Communications for alternative solutions for a reasonable pathway. From pole riser, provide a new underground ductbank and handhole system, with two 2-inch (50.8 mm) PVC conduits



per Cox Communications standards with pull strings and caps (to prevent dirt and debris from entering conduit when not used) to designated room of new facility. Coordinate with Camp Pendleton Public Works and Cox Business Services for service agreement determining service cable previsions and installation. Routing shall be from the overhead point of connection through new ductbank and handhole system to designated room of new facility.

Refer to Part 6 of RFP for point of connection.

Coordinate with Rey Castro at (949) 5465-2466 or e-mail at [email protected] from Cox Communications for installation requirements and services.

G403003 CABLES AND WIRING Cables and wiring for site telecommunications and security systems shall be as indicated in their respective categories.

G403004 DUCTBANKS, MANHOLES AND HANDHOLES Provide a system of concrete encased ductbanks, manholes, and handholes for all underground power wiring. Spares (50% minimum) shall be provided for each ductbank with pull-rope and cap.


Manholes shall be provided with ground rods, ground wire, bell ends, non-metallic cable arms or rack, and cable tie-downs. Covers shall be bolt down; spring assisted and stamped “Telecommunications”. Manhole covers shall be H20 rated and set 2-inches (50.8 mm) above finish grade sloped away from cover.

Handholes shall be provided with ground rods, ground wire, bell ends, non-metallic cable arms or rack, and cable tie-downs. Covers shall be bolt down; spring assisted and stamped “Telecommunications”. Handhole covers shall be H20 rated and set 2-inches (50.8 mm) above finish grade sloped away from cover.

G403006 TV CAMERAS AND MONITORS Provide a system of cable supporting structures, including empty conduits with pull strings, junction boxes, outlet boxes, outlet connectors, and cover plates for exterior TV and security camera system.

Provide camera outlets in the following locations: Exterior of building and pool area.

Quantity of cameras shall be based of providing full overage of exterior of building and all angles of pool area.

G403007 ELECTRONIC SECURITY SYSTEMS (ESS) Provide exterior ESS consisting of CCTV including all conduit and wiring, underground structures, termination equipment, as required for a complete and usable system.



ESS shall be a standalone system and not require reporting to PMO but shall be monitored and controlled at P1008 BEQ duty station.

Routing to P1008 BEQ duty station shall be underground ductbank.

G403009 GROUNDING SYSTEMS Provide a complete grounding system for all site electrical and communications.


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