2-Attachment_1_MSAR_R1_SOO_20170920.pdf

Modular Small Arms Range Toledo Express Airport, Ohio

Ohio Air National Guard

WYTD109008

Final Statement of Objectives R1

20 September 2017

W91364-12-D-0004 Delivery Order 0001

PN 94539

MODULAR RANGE SOO

OHIO AIR NATIONAL GUARD, TOLEDO EXPRESS AIRPORT

SWANTON, OH

TOC

TOLEDO ANG MOD SM AR.DOCX B&McD No.: 94539

TABLE OF CONTENTS

01 11 00

01 80 00

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

APPENDIX E

STATEMENT OF OBJECTIVES (SOO)

ENVIRONMENTAL REQUIREMENTS AND REFERENCES

DRAWINGS

GEOTECHNICAL INFORMATION

FIRE HYDRANT FLOW TEST

PROJECT BIDDING FORM

B155 SOILS REPORT

SWANTON, OH

01 11 00 - 1 TOLEDO ANG MOD SM AR.DOCX B&McD No.: 94539

SECTION 01 11 00 – STATEMENT OF OBJECTIVES (SOO)

PART 1 - GENERAL

1.01 SCOPE:

A. This Statement of Objectives (SOO) sets forth the requirements for the fabrication and placement of a fourteen (14) lane Modular Range to equal a 25-meter shooting distance when assembled to support live fire with weapons up to (and including) 7.62 mm munitions (including 12 gauge shotguns) for qualification training/testing.

B. The system shall include:

1. The Modular Range shall be fielded to the Ohio Air National Guard (OHANG) site.

2. The Modular Range shall be a commercial product.

1.02 CONTRACT MANAGEMENT:

A. The Contracting Officer's Representative (COR) shall function as the General Contractor's primary point of contact.

B. All general requirements and terms and conditions set forth in the OH National Guard MATOC contract shall apply to this SOO.

C. The COR for this project is: Major Jeremy Ferguson 180 CES/CD

2660 South Eber Road Swanton, OH 43558 Email: jeremy.s.ferguson.mil@mail.mil

D. The Offeror shall provide a firm fixed price proposal using Attachment D for the work included in this SOO to the contracting office in a sealed envelope marked 180 FW MODULAR SMALL ARMS RANGE SUBMISSION. The Offeror's price shall be valid for 90 calendar days.

1.03 REVIEWS:

A. The Contractor shall conduct the following reviews to ensure responsiveness to the SOO:

1. Requirements Review/Preliminary Design Review (PDR). The contract requirements and the engineering/manufacturing approach shall be reviewed. Closure of the PDR shall establish and document that the Government and Contractor share a common understanding of the complete requirements.

2. Critical Design Review (CDR). The CDR shall be conducted when the final drawings are complete. The purpose of this review will be to:

a. Determine that the drawings reflect all of the system performance and engineering requirements of this SOO,

b. Assess risk areas (on a technical and schedule basis),

(1) Review acceptability of the design, performance, drawings - including schematic diagrams, and test characteristics of the solution.

c. Completion/signoff of the CDR shall document Government's acceptance of the detailed design and initiation of the manufacturing phase of the project.

1.04 SOO TECHNICAL DOCUMENTS:

A. If awarded, it is the Contractor's responsibility to further develop the design and to provide a complete and useable facility.

B. The included SOO drawings and Contractor specifications should be used as complementary documents.

C. The requirements are intended to complement one another and should not be viewed as independent requirements that exclude or contradict the design as a whole.

SWANTON, OH

SECTION 01 11 00 – STATEMENT OF OBJECTIVES (SOO): continued

01 11 00 - 2 TOLEDO ANG MOD SM AR.DOCX B&McD No.: 94539

D. The technical requirements in this SOO are the minimum standards for quality of construction and materials.

E. Specifications:

1. Provide edited Unified Facilities Guide Specifications (UFGS) that meet the requirements of the technical design criteria applicable to this project.

2. For cases where multiple UFGS sections exist, select the UFGS that designates USACE as the preparing entity.

1.05 TECHNICAL CRITERIA AND STANDARDS:

A. Design shall be in accordance with (but not limited to) the following criteria.

1. If conflicting information is encountered the most stringent criteria shall take precedence.

2. The latest editions in effect as of the date of this SOO are to be used.

3. If any editions listed elsewhere in this SOO conflict with the most current edition, then the most current edition shall take precedence.

a. ETL 11-18, Small Arms Range Design and Construction. Note: See 1.17 for requirements excluded by the Government.

b. National Fire Protection Association (NFPA):

(1) 70 - National Electrical Code (NEC).

(2) 70E - Electrical Safety in the Workplace.

c. American National Standards Institute (ANSI).

d. American Society for Testing and Materials (ASTM).

e. Federal Specification (FS) Compliance.

f. Telecommunications Industries Assoc. / Electrical Industries Assoc. (TIA/EIA).

g. Institute of Electrical and Electronics Engineers (IEEE).

h. Insulated Cable Engineers Association, Inc. (ICEA).

i. Unified Facilities Criteria (UFC):

(1) UFC 1-200-01 - DoD Building Code (General Building Requirements).

(2) UFC 3-301-01 - Structural Engineering, with Change 3.

(3) UFC 3-310-04 - Seismic Design for Buildings.

(4) UFC 3-530-01 - Interior and Exterior Lighting Systems and Controls.

(5) UFC 3-550-01 - Exterior Electrical Power Distribution.

(6) UFC 3-580-01 - Telecommunications Interior Infrastructure Planning and

Design.

(7) UFC 3-600-01 - Fire Protection Engineering for Facilities, with Change 3.

(8) UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings, with

Change 1.

(9) UFC 4-010-02 - DoD Minimum Antiterrorism Standoff Distances for Buildings.

(10) UFC 4-179-03F - Air Force Indoor Small Arms Firing Range.

(11) UFC 3-201-01 – Civil Engineering

(12) UFC 3-210-10 – Low Impact Development

j. ANG ETL 15-01 Air National Guard Design Policy (Tab D).

k. Ohio Department of Transportation Construction and Material Specification.

l. American Association of State and Highway Transportation Officials (AASHTO), A

Policy on Geometric Design of Highways and Streets.

m. EM 200-1-3, Requirements for the Preparation of Sampling and Analysis Plans.

n. EM 1110-2-1906, Engineering and Design, Laboratory Soils Testing.

o. EM 1110-1-1804, Engineering and Design, Geotechnical Investigations.

p. EM 1110-1-1005, Engineering and Design, Control and Topographic Surveying.

01 11 00 - 3

q. EM 1110-1-8156, Policies, Guidance, and Requirements for Geospatial Data and Systems.

r. Environmental Protection Agency (EPA) 841-B-09-001, Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act (EISA).

s. Federal Highway Administration (FHWA) Manual of Uniform Traffic Control Devices (MUTCD).

t. Lucas County Storm Drainage Design.

u. Maumee River Storm Water Coalition Storm Water Management Standards.

v. National Fire Protection Association (NFPA), Codes and Standards - As referenced throughout the specifications and other referenced codes, technical criteria, and standards.

w. U.S. Armed Forces Pest Management Board (AFPMB) Standard Pesticides List Available to DoD Components and Agencies.

4. In addition to the technical criteria in the above section, the design publications listed below are the sources of criteria for structural design. Criteria from these sources may be supplemented, but not supplanted, by applicable criteria contained in nationally recognized codes, standards, and specifications.

a. ICC IBC 2015 - International Building Code (IBC).

b. ASCE 7 - Minimum Design Loads for Buildings and Other Structures.

c. ACI 318 - Building Code Requirements for Structural Concrete and Commentary.

d. AISC 325 - Steel Construction Manual.

e. AWS D1.1/D1.1M - Structural Welding Code - Steel.

f. AISI S100 - North American Specification for the Design of Cold-Formed Structural

Members.

1.06 PROJECT SITE:

A. The project site is located as indicated on the drawings in Appendix A.

B. The Contractor and his employees and Subcontractors shall become familiar with and obey all applicable Federal, State, local, and Base regulations, including fire, safety, traffic, and security regulations for the OHANG.

C. The Contractor shall be required to have all appointments, certifications, or licenses required for this work.

D. The COR may request proof of such certifications or licenses at any time.

E. The Contractor is responsible to secure any required local and state permits required for the installation site.

1.07 PROJECT SITE TOPOGRAPHIC AND GEOPHYSICAL SURVEY:

A. The Contractor shall use the topographic and geophysical survey data in the preparation of their proposal provided in Appendix B.

1. Below grade utility data was obtained from best-available record drawings.

B. The topographical and geophysical survey information provided by the Government shall be verified by the Contractor during the design phase by on-site inspection and additional surveys and/or testing by the Contractor for verification of existing information.

C. Any errors or unforeseen conditions identified shall be brought to the attention of the COR immediately for resolution and direction.

D. The Contractor shall take all professionally prudent and reasonable actions to verify the accuracy of the data provided.

01 11 00 - 4

E. During design and construction, the Contractor shall be responsible for obtaining additional data necessary for the execution of this project.

F. The Contractor shall update the Government-supplied engineering surveys to include any changes that have occurred since the Government supplied survey was completed.

G. The updates shall include any changes within the site or project-related off-site utility corridors.

H. This survey update work shall be in accordance with EM 1110-1-1005.

1.08 EXISTING SITE CONDITIONS:

A. Existing Condition Information:

1. The locations of structures and underground utilities as indicated have been obtained from existing records and field surveys.

2. Underground structures and utilities may be present which are not documented or located.

B. Site Inspection:

1. The Contractor shall make the necessary site visits during the Design phase to assess existing conditions and to obtain all detailed information that is required to develop a Proposal and Design.

C. Field Verification:

1. The Contractor shall field-check all existing conditions and be thoroughly familiar with the site before any work commences.

2. Any discrepancies in the drawings shall be immediately reported to the COR before any further work commences.

3. It shall be the Contractor's responsibility to field-verify existing structures, utilities, and survey information, and to take necessary precautions during demolition and construction.

4. Contractor shall verify existence and mark locations of all utilities, including service connections to underground utilities, prior to beginning work.

5. Contractor shall contact the COR and all associated utility companies and agencies to identify the location of utilities.

6. There is no guarantee, either expressed or implied, that the locations, size, and type of material of existing underground utilities indicated are representative of those to be encountered during construction.

D. Unexpected Structure and Utility Interferences:

1. Prior to construction, the Contractor shall notify the COR of operational plans.

2. In the event an unexpected utility or structure interference or conflict is encountered during construction, the Contractor shall immediately notify the COR.

3. Any utility services or structures disturbed by the Contractor's operations shall be restored immediately at Contractor's expense to the satisfaction of the COR.

E. Existing Structure Protection:

1. The Contractor shall protect items not to be damaged during demolition and construction.

2. The Contractor shall repair or replace damaged or disturbed items to the satisfaction of the

COR.

F. Existing Site Restoration:

1. All areas disturbed by construction activities that do not include permanent site features shall be restored to their pre-existing conditions to the satisfaction of the COR.

1.09 CONTRACTOR ACCESS AND STAGING:

A. Construction Limits:

1. Contractor shall restrict all operations to areas within the construction limits unless coordinated otherwise with the COR.

01 11 00 - 5

B. Staging Area:

1. Contractor shall establish a staging and stockpile area for materials and equipment.

Location of staging shall be as illustrated on the drawings in Appendix A, is subject to change at the direction of the COR, and may change based on operational requirements of the Base. When not engaged in construction activities, all Contractor equipment shall be parked in the staging area. Contractor employee parking shall be located in the staging area.

C. Base Access:

1. All Contractor vehicles and personnel are subject to search by Base security when entering the base and may experience delays. All personnel requiring Base access shall be approved by Security Forces, all personnel must have a current and valid photo identification per Base security requirements, and all vehicles must have current and valid registration and insurance. All Contractor vehicles and personnel shall be responsible for coordinating with the Base security office in obtaining proper security clearance and badging to provide their own escorting.

D. Traffic Control:

1. Prior to construction, Contractor shall cordon off the construction work area and associated roadways by using barricades approved by the COR.

E. Haul Routes:

1. Contractor shall maintain the roads under use in a clean condition by power brooming or other methods to the satisfaction of the COR. If hauling occurs along a route across earth surfaces, with or without turf, any dust that is generated by the hauling operation shall be mitigated by watering or other approved methods to the satisfaction of the COR.

F. Emergency Access:

1. Contractor shall coordinate activities and maintain all access and haul routes in a manner that allows unobstructed emergency access to all project areas, airfield areas, and existing roadways at all times without delay to emergency and security vehicle response time. If any emergency routes require closure due to construction activities, Contractor shall notify the COR, security, local fire authority, and all other emergency services of the closure.

1.10 NOTICE OF CONSTRUCTION:

A. FAA Form 7460-1 Notice of Proposed Construction or Alteration:

1. The Contractor shall determine requirement based on the final selection of the modular units and the Contractor's intended construction methods and equipment.

2. The Contractor shall prepare and submit Form 7460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION, to the Federal Aviation Administration (FAA) for any permanent or temporary structure, including temporary construction cranes.

1.11 SECURITY AND OPERATIONAL SAFETY:

A. The Contractor shall prepare a security/safety program that includes the preparation and monitoring of site security and operational safety.

B. The plan shall be submitted within 30 calendar days after Notice to Proceed.

C. The plan shall include detailed procedures for controlling access to the project site through the use of gate guards, ID badge, entry access lists, and/or other measures as required by the Base.

1.12 SITE DEVELOPMENT:

A. Refer to the drawings provided in Appendix A for additional information regarding the project's site development scope.

1. Proposed Site Layout:

01 11 00 - 6

a. The location of the proposed facility currently consists of an undeveloped area of grass and trees.

b. The proposed facility will be generally bounded by the Base property line fence to the North, an asphalt drive along the west side of the photovoltaic field to the East, and existing asphalt drive providing access to the Logistics Complex building to the South, and the Multi-Use facility to the West.

2. Buildings and Structures:

a. Location and construction of the new facility, including associated modular structures, roads and utilities, shall be as indicated on the drawings and as specified herein.

However, the exact location may be revised slightly by the Contractor as needed to accommodate the final project layout and the actual modular facilities provided.

b. All site layout changes shall be subject to approval by the COR.

c. The Contractor shall be responsible for final site plans.

3. Antiterrorism-Force Protection:

a. The Modular Range may be considered low-occupancy, due to the building being routinely occupied by fewer than 14 DoD personnel, or with a population density less than one person per 430 gross square feet, which is the threshold for a facility to be classified as an inhabited building. If this is the result of the analysis, and if approved by the Base Antiterrorism Officer, the facilities will be exempt from the requirements of UFC 4-010- 01.

4. Pavement Removal and Replacement for Utilities:

a. Where new utilities will be installed across existing pavements using open trench method, existing pavement shall be removed and replaced to original thickness or greater, and the trench backfill shall be a material meeting the requirements appropriate for pavement subgrades.

b. New bituminous and concrete pavement shall overlap at least 12 inches over existing base course.

5. Bollards:

a. Permanent bollards shall be provided as approved by the COR to provide protection for structures and equipment from vehicular movements, including at fire hydrants, post indicator valves, and building doors and corners and other equipment.

6. Equipment Pads:

a. Concrete equipment pads shall be provided for all above grade utility structures, including but not limited to electrical, mechanical, and ventilation equipment.

b. Equipment pads serving electrical functions shall have conduit windows which shall be grouted before installation of the equipment.

c. Pads shall typically extend 12 inches beyond the equipment silhouette or footprint and shall provide both physical support for the equipment and serve a housekeeping function.

7. Landscaping:

a. Disturbed areas not requiring gravel or sidewalk pavement shall be seeded.

8. Pesticides:

a. All proposed pesticides shall be procured and applied in accordance with the Armed

Forces Pest Management Board (AFPMB) Standard Pesticides List.

1.13 BORROW AND WASTE:

A. The sources of borrow material and locations of excess and waste material shall be coordinated with the COR.

01 11 00 - 7

B. Borrow materials shall be obtained from sources outside the limits of Government controlled land and shall be the responsibility of the Contractor.

C. The Contractor shall obtain from the COR the right to procure material, shall pay all royalties and other charges involved, and shall bear all the expense of developing the source, including rights-of-way for hauling.

D. It shall be the Contractor's responsibility for the quality if they choose to use the borrow material.

Surplus excavated material not required for fill shall be disposed of by the Contractor at his own expense and responsibility outside the limits of Government controlled land.

E. The site of the borrow source shall meet all requirements for storm water runoff as required by the EPA NPDES program.

F. There shall be no permanent waste sites on Base property. Any temporary waste area shall be approved by the COR and shall be kept in an orderly condition.

G. Removal of waste that is not properly maintained is subject to the direction of the COR.

1.14 GRADING:

A. Government supplied topographic survey information has been provided to assist the Contractor in the preparation of their proposal.

B. The Contractor shall be responsible for final grading plans of the project.

C. Site grading shall be designed in accordance with UFC requirements.

D. The existing project site is relatively flat with an approximate 2% slope down from the south to the north. The areas around the facility shall be graded to provide positive drainage away from the buildings, maintaining current elevations as much as practicable. The surface runoff shall be directed to the existing and proposed drainage infrastructure.

E. Earthwork shall be balanced to the maximum extent possible without compromising the design.

1.15 STORM DRAINAGE:

A. The Contractor shall be responsible to determine the most appropriate storm drainage improvements to comply with the storm drainage requirements for the project.

B. The storm sewer system shall consist of a combination of surface drainage, drain inlets, storm drainage piping, storm water detention and infiltration facilities, and connection to the existing Base drainage system.

C. Above ground detention or retention facilities are allowed, subject to approval by the COR.

D. The final design of any required storm water detention facilities must discharge ONLY to the Base drainage system and CANNOT, under any circumstances, discharge to the north towards the Port Authority property.

E. The EISA 438 requirement is mandatory only when the project: 1) includes construction or expansion of one or more buildings as part of its scope, and 2) will disturb greater than 5,000 sf. If the project does not include a building the requirements of EISA 438 and UFC 3-210-10 are not mandatory.

1.16 UTILITIES:

A. This project will include design and construction of utility services aligned parallel and perpendicular to streets and buildings as much as possible as discussed in the following paragraphs. Refer to the drawings provided in Appendix A for additional information regarding the project's site development scope.

B. The Contractor shall design and size all new utility systems in accordance with all governing regulations and in coordination with Base Civil Engineering Office such that they are fully functional with existing systems.

01 11 00 - 8

C. All utilities shall comply with ANGETLs as well as applicable Local, State, and Federal standards.

1. Existing Utilities:

a. Government-supplied surveys and construction documents related to the location of utilities may not represent actual installed conditions.

b. Contractor shall verify actual locations of all placed utilities and shall coordinate with the Contracting Officer regarding any future planned utility installations that affect the work.

c. Coordination of all site work on the project, including utility work, is the responsibility of the Contractor.

2. Utility Interference:

a. All existing utilities, including but not limited to storm drain, electrical power, sewer, gas, water, and communication lines that are impacted during the construction of this project and not noted for removal shall remain active and in service. If this is not feasible and utility outages are required, Contractor shall complete a Utilities Outage Form or Clearance Request in accordance with Base requirements. Required forms and utility outage notices shall be coordinated with the COR. Provide a minimum of 7 days' notice to the COR prior to any required utility outage.

3. Utility Installation:

a. Utility Offset from Building:

(1) Existing and new utilities will not be allowed within 10 ft. from any façade of the modular, with exception to those required to connect to the building and unless noted otherwise, to facilitate foundation installation.

4. Pavement Crossings:

a. Pavements shall be permitted to be open cut as long as approval has been received by the COR in writing 30 calendar days prior to commencement of work.

D. Site Power:

1. In addition to the standards listed in paragraph 1.05, refer to applicable sections of the following Reference Standards:

(1) FC 4-179-03F - Air Force Indoor Small Arms Firing Range.

2. Contractor will furnish and install all medium voltage cabling, conduit, sectionalizing switch, transformer, distribution panelboard, and terminations.

3. Provide a new NEMA 4 rated sectionalizing cabinet adjacent to existing handhole 6.

Connect existing power feed in handhole 6 to sectionalizing cabinet and feed new range from sectionalizing cabinet. Provide ground fault circuit indicators. Sectionalizing cabinets must be hook-stick operable, deadfront construction conforming to the requirements of IEEE C37.20.3, Category A. Provide cabinets with 200 A loadbreak junctions and elbow-type separable loadbreak connectors, cable parking stands, and grounding lugs. Provide cable terminating equipment in conformance with IEEE 386.

4. Size, furnish, set, and install 12.47kV delta to 208Y/120V pad mounted transformer in NEMA 4 enclosure exterior to the range. Suggested location shown on drawings.

Transformer dielectric fluid shall be PCB-Free. Provide an additional 20% spare capacity.

5. Size, furnish, set, and install 208/120V, 3 phase, 4 wire service entrance rated panelboard in NEMA 4 enclosure exterior to the range. A Surge Protective device shall be provided for the main panelboard. Provide pad underneath panelboard and any required support structure.

Provide an additional 20% spare capacity. Panelboard shall be approximately 1000A.

Provide a breaker and separate power feed for each module. Cable and conduit shall be buried and terminate on a disconnect on the exterior of the module.

01 11 00 - 9

6. Service shall be underground in concrete encased ductbank. Boring under an existing roadway will be required. Secondary side of transformer and feeds to modular range shall be direct buried.

7. Medium voltage cabling shall be type MV 105, 15kV, 133% insulation level, EPR, tape shielded cable.

8. Low voltage cabling shall be type THHN-THWN. All cable shall be copper. Minimum conductor size shall be #12 AWG. Solid for No. 10 and smaller; stranded for No. 8 AWG and larger. Keep conductor splices to a minimum. All splices shall be in a junction box.

Provide adequate length of conductors within electrical enclosures and neatly train the conductors to terminal points. Circuits with conductors larger than No. 10 AWG shall be bundled together inside of enclosures.

9. Buried conduit shall be schedule 40 PVC. No more than 3 current carrying conductors shall be in 1 raceway.

10. Cable and conduit shall be sized per the National Electric Code (NEC) and derated for the underground installation.

11. Prior to energizing, check all installed feeders and building service wires and cables with insulation megohm meter to determine insulation resistance levels to assure requirements are fulfilled. Record and submit all field test data. Megger 300V cables with 500Vdc megohm meter between each conductor and ground. Megger 600V cables with 1,000Vdc megger between each conductor and ground. Also, megger between adjacent conductors. Megger cables after installation (not on cable reel) with cables disconnected at both ends.

12. Provide bollards to protect electrical equipment from damage. Locate bollards to meet NEC and manufacturer required clearance around equipment. Provide 10 ft. of clear space in front of all pad mounted equipment.

E. Site Lighting:

1. Provide exterior lighting in compliance with UFC 3-530-01.

2. Provide full cutoff, exterior, wall mounted emergency light fixtures above all exit doors in order to meet NFPA 101 required lighting levels. All light fixtures shall be dimmable LED.

Exterior lighting shall be controlled by new local photocell. In the case of total or local power loss, the light fixtures shall illuminate. All emergency fixtures shall be provided with 90 min. battery backup and self-test functionality.

3. Provide rotating red beacons above each door to the facility. Lights shall be lit when any range is in use. Lights shall be controlled in the Control Room.

F. Lightning Protection and Grounding:

1. Grounding will be in accordance with the NFPA 70 (NEC) and ANSI/EIA/TIA - 607. All feeder and branch circuits will have a "green" insulated equipment ground conductor in addition to the conduit being used as a grounding path.

2. Properly ground all external and internal electrical equipment and Range per the NEC.

3. Provide buried #4/0 bare copper ground conductor counterpoise around transformer and panelboard pad. Provide 3/4 inch by 10 ft. copper clad steel ground rods. Exothermically weld ground rod to counterpoise. Ground rods shall be installed not more than 600 ft. apart.

4. Provide buried #4/0 bare copper ground conductor counterpoise around exterior of Range.

Bury counterpoise not less than 24 inches from building foundation. Provide 3/4 inch in diameter by 10 ft. long copper clad steel ground rods. Exothermically weld ground rod to counterpoise. Ground rods shall be installed not more than 600 ft. apart.

5. Bond grounding conductor to Range building steel. Each module shall be properly grounded such that removal of one would not affect the grounding of another module.

01 11 00 - 10

6. Provide lighting protection for Range structures in accordance with UL 96A and NFPA 780.

Provide copper roof mounted air terminals sufficient to protect Range. Keep movability of the Modular Range in mind while determining air terminal layout. Bond lightning protection system down conductors to counterpoise below.

G. Communications:

1. General: Underground copper and fiber optic cabling will support the following systems:

voice, data, and lighting control.

2. A 25 pair, Category 3 cable and a 12 strand single-mode fiber optic cable will be provided from the Logistics Complex (Building 155) to the Modular Range via an existing manhole located northwest of the Logistics Complex. An existing duct will be utilized from the Logistics Complex to the existing manhole.

3. Provide new duct and cable between existing manhole and Modular Range. One 3-cell, fabric innerduct will be provided from the Logistics Complex to the Modular Range for the new cables.

4. Cables shall be underground in concrete encased ductbank except where turning up into and out of equipment.

H. Natural Gas:

1. Service shall be provided to the facility by connecting to the 2-inch underground main along the north side of the proposed site. The gas service line shall be constructed of high density polyethylene (HDPE).

I. Fire Hydrant Line:

1. Provide fire hydrants and associated fire hydrant line meeting the fire flow demand in accordance with UFC 3-600-01.

2. All water lines shall be constructed of Class 54, Ductile Iron Pipe or PVC pipe. The design and installation of the fire hydrant line shall meet the requirements of UFC 3-600-01, ETL 02-15, and NFPA 24.

J. Fire Hydrants:

1. Fire hydrants shall comply with the Air National Guard Design Policy and shall be located in accordance with applicable UFCs, NFPA 24 "Private Fire Service Mains and Their Appurtenances", ETL 02-15, and applicable American Water Works Association (AWWA) standards. Fire water mains shall have an 8-inch minimum diameter with 6-inch minimum lateral service line to each fire hydrant with isolation valves located on the system for maintenance. Service lines to fire hydrants shall be looped to the maximum extent practicable to avoid dead-end hydrant laterals.

K. Valve and Valve Boxes:

1. Valves shall be located on service line branches from utility mains and elsewhere as need on the utility distribution network to isolate certain sections and routings of utilities.

2. Valve boxes shall be provided for each new valve. Valves shall not be located in walks.

3. Valve boxes in traffic areas shall be selected to sustain anticipated loads.

L. Hydrant Flow Test:

1. The Contractor shall be responsible for acquiring a fire flow test to ensure the existing water distribution system is adequate to meet required fire and domestic flow rates. For determination and documentation of fire protection, the Contractor shall conduct and provide all fire hydrant flow tests. Flow tests shall be performed in the project site within seven (7) days of the installation of the fire hydrants.

2. Fire hydrant flow tests required for fire protection design shall be made in accordance with the procedures specified in NFPA 291. The Contractor shall coordinate with the COR prior

01 11 00 - 11 to conducting such tests. The Contractor shall submit fire hydrant flow test data with the design calculations. The Contractor shall become familiar with the existing water system prior to conducting the hydrant flow tests.

1.17 MODULAR RANGE REQUIREMENTS:

A. Intent:

1. Provide a fully functional, fully contained indoor small arms range. The modular range shall be pre-engineered and prefabricated to allow for ease of transport and installation into a fully operational fourteen (14) lane – Modular Range as required by the project requirements.

The combined range shall consist of pre-fabricated components connected together by a proven technique resulting in a 100% ballistic envelope with zero Surface Danger Zone (SDZ) in the entire range.

2. Deviations from ETL 11-18, Small Arms Range Design and Construction: The following items are changed for this project:

a. Minimum lane width is 4’.

b. 5’ clearance from outside wall to edge of outer firing lanes is not required.

c. Full clear view of the firing line and the impact area from the control booth is not required.

d. The bullet trap does not need to extend the full length of the firing line if the modular design and construction eliminates ricochet/backsplash ricochet hazards.

B. Design, Development, and Production.

1. The Contractor shall have a minimum of five (5) years of specific experience in the design, development, production, and delivery of modular, transportable Modular Ranges.

2. Although this Modular Range is modular, the Modular Range shall reflect the color characteristics of the facilities, which surround the initial site and will be approved by the

COR.

3. The facility should fit well into the surrounding environment and accommodate existing requirements as well as potential future development.

4. Quonset hut, panelized, tension fabric, and any other than modular structure designs are not acceptable.

C. Design Flexibility:

1. Modular Range shall be a pre-engineered, and pre-fabricated live fire set of components that can be assembled on site as a complete fully operational multi-lane shooting environment.

D. Testing, Delivery, and Installation Requirements:

1. Installation shall include complete operational testing of all systems, sub-systems, and components and a comprehensive training class on the operations and maintenance of the entire Modular Range to the end users before deeming the installation complete.

2. Post Construction Testing Requirements:

3. a. Provide prior to final inspection, a full testing and balancing report for all supply and exhaust equipment installed. The testing and balancing shall be accomplished by a qualified testing agent in accordance with the design criteria required in this SOO. The testing agent shall be certified by the Associated Air Balance Council, Testing, Adjusting and Balancing Bureau or other nationally recognized association or agency.

4. b. Prior to acceptance, provide an initial noise study upon completion of the final HVAC testing and balancing. The may be conducted in conjunction with the trial operations test.

The initial noise study shall be done in accordance with the following requirements:

a. i. DODI 6055.12 Hearing Conservation Program

b. ii. Air Force Manual (AFMAN) 48-155

c. iii. Occupational and Environmental Health Exposure Controls

01 11 00 - 12

d. iv. AFOSH Standard 48-20 Occupational Noise and Hearing Conservation Program E. Ballistic Protection:

1. The Modular Range shall be designed to retain full structural integrity to support all ballistic treatments, ventilation equipment, and accessories and must maintain 100% full ballistics (projectile) containment to allow for placement at a zero SDZ site. The live fire area shall maintain ballistic integrity to floors and walls, ceiling, doors, and across all joints. All joints will be connected not abutted. Containment integrity shall be coordinated with the design and installation of ventilation system, ballistic criteria, and general construction.

2. The Modular Range shall be designed and constructed to eliminate the possibility of properly directed projectiles from ricocheting back up the range toward the shooting stalls and shooters. Ballistic splatter and ricochet protection coverage shall be applied to all exposed surfaces, including the ceiling, walls, and floor behind the firing line, extending from the shooting stalls to the front of the bullet traps in the Modular Range. The Contractor shall demonstrate to the Government’s satisfaction prior to fabrication that the system meets or exceeds the protection required. The Contracting Officer shall make the final determination if the system is acceptable. The Contractor shall bear the full cost of the demonstration and final system selected with no change in cost.

3. The combined Modular Range shall provide for fourteen (14) firing lanes with a 25m firing distance. The shooting stall area is formed by a pair of evenly spaced aluminum tread plate or flat black finished stall panels that house Modular Range control systems. Shooting stalls shall have a cantilevered support barricade for strong hand/weak hand training exercises. A fold down shooting tray shall be supplied per stall, which shall allow maintenance personnel to move down-range when required. Each shooting stall sidewall shall be equipped with 3/8" abrasion resistant (AR) 500 steel plate with bullet absorbing interior packing for shooter safety. As an alternate, stall panels may be manufactured using clear ballistic materials that are equivalent in strength and ballistic resistant qualities as the specified materials. The Contractor shall demonstrate to the Government’s satisfaction prior to fabrication that the alternate system meets or exceeds the protection provided by the specified system. The Contracting Officer shall make the final determination if the system is acceptable. The Contractor shall bear the full cost of the demonstration and final system selected with no change in cost.

a. These stalls shall be installed at the 25 meter firing line.

4. The Modular Range shall be designed to protect overhead items (lights, cables, etc.) by overhead baffles consisting of 3/8" AR 500 steel baffles. Sound absorption materials shall be provided on all baffles. AR 500 3/8" armor plate shall be used throughout the entire Modular Range.

F. Ammunition to be used in the Modular Range:

1. The Modular Range shall be built to accommodate center-fire rifle munitions traveling at

3,600 fps at the muzzle and/or 3,800 ft. lbs. of kinetic energy.

2. For the purpose of this Statement of Objectives, live fire small arms/weapons are defined as handguns, riot-guns (12 gauge shotguns), center-fire rifles, and machine guns using munitions up to 7.62mm ball munitions and 5.56 ball ammunition.

G. Environmental Health & Safety:

1. Safety Standards:

a. The Modular Range shall comply with the following recognized standards. It is imperative that such standard are enforced to ensure a safe and sustainable solution for the required task of live fire training.

01 11 00 - 13

b. Safety Assurance Certificate - The Contractor shall provide evidence of ballistic containment certification via submittal of independent 3rd party test results for the ballistic armor and composites used in the production of the Modular Range.

c. Primary Design and Construction Guidance.

(1) The primary design and construction guidance for Modular Range includes

Modular Range Design Compliance with OSHA, Code of Federal Regulations (CFR) 29 CFR 1910.1025, OSHA 29 CFR 1926.62, Environmental Protection Agency (EPA) 40 CFR 50.128 and NEHC–TM6290.99-10 Rev. 1, NEHC Technical Manual, 01 May 02.

d. The Contractors approach to the design/build of the Modular Range shall adhere to clearly defined design and assessment stages.

(1) We conduct regular audits and risk assessments during design reviews to ensure that the Modular Range design meets the training requirements, and complies with the following standards:

(a) OSHA 29 CFR 1910.1025;

(b) U.S. Navy Technical Manual NEHC-TM6290.99-10.

2. Heating, Ventilation, and Air-Conditioning Systems:

a. The Modular Range shall be equipped with an adequately sized, dedicated HVAC system specifically engineered for the Modular Range.

b. The Modular Range shall have a supply air and exhaust air capability. All air shall move the full length of the Modular Range Live Fire Area and shall exhaust in front of and through the bullet traps out through the ceiling and High Efficiency Particulate Air (HEPA) filtration system. The air shall pass through a HEPA filter rack and then through an exhaust fan. All air shall be exhausted to the outside of the Modular Range after being filtered through a HEPA quality filter that removes 95 - 99.97% of all particles 0.3 microns in diameter or larger (per customers preference). Interlocks shall be installed to ensure that both supply and exhaust fans are working and balanced.

c. Adequate natural gas fired heating and air conditioned cooling shall be provided per regional temperature norms for the delivery sites.

d. The design and construction shall incorporate proven, environmentally safe provisions to ensure adequate ventilation of potentially harmful fumes. The design and placement of the HVAC equipment shall enable the operators to maintain proper air quality and properly contain and dispose of potentially toxic contaminants. The HVAC system shall supply 100% outside air that is heated and/or cooled prior to entry into the Modular Range based on outside temperatures. The HVAC system shall supply a fully thermostatically controlled environment for control of heating and cooling.

e. The HVAC system shall maintain airflow down Modular Range at 75 ft. per min.

(fpm) +/- 15 fpm. The distribution of supply air shall be uniform, diffused, and non-turbulent airflow from ceiling to floor toward the firing line and a near laminar flow down Modular Range in accordance with Navy Environmental Health Center (NEHC)-TM6290-10 Rev-1 and OPNAVINST 5100.23 indoor Modular Range requirements. The airflow for all Modular Range modules shall provide air from behind the shooter through a radial plenum. Exhaust fans shall have Variable Frequency Drives (VFD) for speed adjustment.

01 11 00 - 14

f. The HVAC system shall provide a digital HVAC Modular Range monitoring and control system to automate the control and operation of the Modular Range to reduce any turnover issues when operational personnel change positions. The system shall meet the recommendations of National Institute for Occupational Safety and Health (NIOSH) (NIOSH Document 76-130) and the NEHC (NEHC TM6290.99-10). The system shall provide easy access to filter bank for filter removal and replacement. The final filter shall be HEPA.

g. The system shall be designed to allow sufficient time between filter changes, with a minimum pressure delta (between clean and "dirty") of 2" static pressure on the HEPA filters. The supply intake shall be isolated from the exhaust outlet. The system shall be designed to provide a minimum laminar air flow of 75 fpm +/- 15 fpm in each stall and at each firing position (standing, kneeling, and prone) across the width of the Modular Range that meets the acceptance criteria provided herein, with an exhaust of 110% of the supply. All HVAC supply and exhaust fittings connected to the Modular Range shall be armored elbows made with AR500 steel plate.

3. Lead Contamination Control:

a. It is imperative that lead-containing dust is ventilated, encapsulated, and disposed of utilizing modern, safe, industry standards and methods available. The Contractor shall ensure that the bullet traps maintain a negative pressure within the deceleration zone ensuring that any airborne particulate is transported up and through the two-stage filtering process described in paragraph 1.17G above. The resulting exhausted air shall be cleansed and thus complaint to U.S. EPA standards.

4. Fire Suppression System: A minimum two fire extinguishers will be provided in the shooting area and a single extinguisher shall be provided in the control room and the bullet trap area.

5. Fire Alarm/Protection System

a. Visual strobes and mass notification will be provided in all spaces.

H. Structural Requirements

1. Structural Design Codes & References

a. The design publications listed in Section 1.05 are the sources of criteria for structural design. The latest editions as of this SOO shall apply.

2. General Design Requirements:

a. The Modular Range structural system shall be capable of resisting the design loads listed in this Section.

b. The Contractor shall be responsible for the design of the foundation system on which the Modular Range is set.

3. Design Loads & Criteria:

a. Structural loading criteria shall be developed for the facility using site and project specific criteria and the criteria and procedures indicated below.

b. The structure shall be classified as a "Risk Category II" facility in accordance with UFC 3-301-01 (Table 2-2) for the determination of snow, wind, and seismic loads.

c. Dead Loads: The dead load consists of the self-weight of the weight of the structure and building components, including the floor, walls, roof system, mechanical and electrical equipment, and any other permanent contents.

d. Floor Live Loads: The minimum floor live loads shall be determined in accordance with UFC 3-301-01 (Table D-1).

01 11 00 - 15

e. Roof Live Loads: A minimum roof live load of 20 psf shall be provided per UFC 3- 301-01 (Table D-1) to account for construction and maintenance loads.

(1) The minimum roof live load is reducible per IBC and ASCE 7, and shall be applied independent of calculated snow loads.

f. Roof Snow Loads: Roof snow load shall be determined in accordance with UFC 3-

301-01, IBC 2015, and ASCE 7.

(1) A ground snow load of 20 psf shall be used in determining roof snow loads.

(2) An importance factor of 1.0 shall be applied (Occupancy category II).

(3) Contractor's design shall account for roof slope, partial loading, unbalanced snow loads, snow drifts, sliding snow, and rain-on-snow surcharge load, as applicable.

g. Wind Loads: Wind loads for both the main wind force resisting system and for components and cladding shall be determined in accordance with UFC 3-301-01, IBC 2015, and ASCE 7. The following parameters shall apply:

(1) Basic Wind Speed, V = 115 mph (3-second gust).

(2) Wind Exposure Category: C.

h. Seismic Loads: Seismic loads shall be determined in accordance with UFC 3-301-01, UFC 3-310-04, IBC 2015, and ASCE 7, using the following parameters:

(1) Mapped Spectral Response Acceleration Parameter, Ss = 0.120.

(2) Mapped Spectral Response Acceleration Parameter, S1 = 0.054.

(3) Seismic Importance Factor, Ie = 1.0 (occupancy category II).

(4) Site Class D (to be confirmed by Contractor's geotechnical study).

I. Ballistic Containment: The Modular Range must be designed to retain full structural integrity and 100% full ballistics (projectile) containment. The Modular Range shall maintain ballistic integrity to floors and walls, walls and ceiling, and across all joints. Containment integrity shall be coordinated with the design and installation of ventilation system, ballistic criteria, and general construction.

J. Modular Range Shooting Lanes: The Modular Range design shall provide for a total of fourteen

(14) firing lanes. Each shooting lane must be equipped with minimum 3/8" abrasion resistant (AR) 500 steel plate with bullet-absorbing interior shooting stall for shooter safety with a fold down shooting tray to allow a shooter to move toward the bullet traps during tactical training events while operating the Modular Range simulation system. As an alternate, stall panels may be manufactured using a clear ballistic materials that are equivalent in strength and ballistic resistant qualities as the specified materials. The Contractor shall demonstrate to the Government’s satisfaction prior to fabrication that the alternate system meets or exceeds the protection provided by the specified system. The Contracting Officer shall make the final determination if the system is acceptable. The Contractor shall bear the full cost of the demonstration and final system selected with no change in cost.

K. Overhead Baffles.

1. All overhead items (lights, cables, etc.) shall be protected by overhead baffles consisting of minimum 3/8" AR 500 steel baffles. Sound absorption materials shall be provided on all baffles. Rubber splatter protection or acoustic attenuation tiles shall be provided on all baffles.

L. Walls, Floors, and Ceilings.

1. Walls, floors, and ceilings shall be manufactured of minimum 3/8" AR 500 steel with a

Brinell hardness rating of 500. The AR 500 steel must be independently, ballistically tested and certified as having Brinell 500 hardness. Proof of certification is required by the

01 11 00 - 16

Contractor. All over lapping plates, seams, corner joints, and penetrations shall be sealed with rain buster 900 or equal caulk.

a. Walls:

(1) Modular Range walls with the exception of the exterior of the Modular Range Control Booth and exterior of the storage area all shall be minimum 3/8" AR 500 steel. A tactical/ballistic rubber splatter protection shall extend from the bullet trap to the shooting stalls of all lanes. The shooting stalls shall be formed by sidewalls with one of the sidewalls having a cantilevered support barricade. The design and structural capabilities shall be provided to the COR at CDR. R-13 or greater insulation shall be provided and Kynar 500 or equal finish metal panels with a minimum 20-year warranty shall be used on all exterior walls.

b. Floors:

(1) Modular Range floors shall be minimum 3/8" AR 500 steel.

(a) Flooring shall be flat. A tactical ballistic rubber splatter protection shall extend from the bullet trap to the shooting stall for all lanes. Control Booth (CB) flooring, storage room flooring, vestibule flooring, and flooring between the shooting stalls and the CB wall shall be covered with rubber flooring. Flooring in the bullet trap maintenance area does not require rubber flooring. The underside of all components shall be insulated with R-19 insulation in all voids.

c. Ceilings:

(1) Modular Range ceiling height shall be no less than 7' 5" from finished floor level at the firing line. Modular Range ceilings shall be minimum 3/8" inch AR 500 steel with removable armor plate fasteners/plugs to allow for ease of applying and verifying the…