Atch_53-_RKMF_17-0097_VCC_SOW_Dated_29_Jul_19.pdf

RKMF 17-0097 Construct Visitor Control Center Building 697 Solicitation FA4861-19-R-A001 Nellis Air Force Base, Nevada

SCOPE OF WORK

For

RKMF 17-0097 Construct Visitor Control Center Building 697

NELLIS AIR FORCE BASE, NEVADA

OFFICE OF THE BASE CIVIL ENGINEER

12-03-2018 07-29-2019 Revision 2

SPECIFICATION INDEX

SPECIFICATIONS

SECTION DESCRIPTION DATED NO. OF

PAGES

Cover Sheet 12-03-2018 1

Specification Index 12-03-2018 1

01 11 00 Statement of Work 07-29-2019 8

APPENDICES

APPENDIX DESCRIPTION

A Project Site Plan 11-09-2018 1

B Project Floor Plan 11-14-2018 1

C Project Exterior Elevations 11-14-2018 1

D Project Electrical Scope of Work 12-03-2018 2

E Existing Site Contour Map 11-13-2018 1

F Existing Site Utilities Map 07-09-2018 1

G Existing Site Telecommunications Map 09-24-2018 1

SECTION 01 11 00

STATEMENT OF WORK

12-03-2018

07-29-2019 Revision-1

1.0 GENERAL:

1.1 SUMMARY: Contractor shall furnish all design, labor, equipment, material, manufactured articles, transportation, supervision, site investigation, and all else necessary to perform all operations in connection with successfully completing design-build project RKMF 17-0097, Construct Visitor Control Center (VCC) Building 697 as required herein, as required per attached documents and references, and using industry standards and efficient practices.

Project site is located on Nellis Air Force Base southeast of existing Visitor Center’s parking lot. VCC’s using agency is 99th Security Forces Squadron and all operations at existing VCC Building 696 and its parking lot shall continue uninterrupted throughout project construction.

Contractor shall field verify all information provided and shall be responsible for obtaining all information necessary to properly design and construct project. Design and construction shall meet requirements of Architectural Barriers Act.

1.2 DESCRIPTION OF WORK: The project consists of designing and constructing a free-standing one-story facility. Project scope includes but is not limited to: site demolition work, site work, new construction, and temporary construction. Drawings provided illustrate partial work scope, intent, functional relationships, and do not indicate all necessary construction requirements or project components. Design and construction shall meet all requirements stated in Nellis AFB Installation Facilities Standards (IFS) and its appendices unless otherwise stated in project scope of work. Facility quality is “Group 1” per Nellis IFS and Air Force Corporate Facilities Standards (AFCFS). Facility shall be designed to meet or exceed the minimum construction and life safety standards as required by national codes and United Facilities Criteria. Project shall meet requirements of UFC 1-200-02, High Performance and Sustainable Building Requirements. Facility will generally be occupied 24 hours/day and 365 days/year.

1.3 GENERAL REQUIREMENTS:

1.3.1 CIVIL & LANDSCAPE

1.3.1.1 Project location is at Nellis AFB’s main gate as shown on SOW cover. Base access restrictions are provided within the 01 11 00 Summary of Work section of the MACC document. The MACC document also includes requirements on the following civil related items: materials storage and staging areas, waste disposal, permitting, and utility interruptions and connections. Extent of project site is shown on attached site plan and this area shall be landscaped, improved, and re-graded as required. All project work is not within designated project limits, such as utility work and parking lot work. Location of temporary base perimeter fence and temporary construction site fence is conceptually shown on drawing. Access to project construction site during majority of construction work shall be from Swaab Blvd (secure side) and not VCC parking lot (unsecure side). Haul Route is from Nellis AFB Area II gate to Swaab Blvd via Ellsworth Ave. Temporary base perimeter fence shall be stable and secure chain link system, 8 ft. high, with 2 ft. high razor wire on top.

Fence shall have tan mesh fabric to block view.

1.3.1.2 VCC shall be located a minimum of 86 feet from existing parking lot, minimum of 86 feet from circular driveway, and minimum of 30 feet from Swaab Blvd. VCC shall have appropriate finish floor elevation coordinated with site drainage and grading. Grading shall be away from VCC and its associated sidewalks with paved areas sloping a minimum of 1%; earth areas a minimum of 1% to 2%; earth areas for the first 10 feet around the building 5%; and pipes, gutters, and swales a minimum of 0.5%. Contractor shall submit a grading plan with design submittal.

1.3.1.3 Existing site features shall be demolished or modified as required to execute project scope.

Modify existing site lighting and motion sensors as required to accommodate project.

Approximately 100 linear feet of base perimeter wall shall be demolished. Construct new perimeter wall as shown on drawings. Demolish Relocate large security boulders as required to install entrance sidewalk. Relocated boulders shall be partially buried and incorporated into landscape design.

1.3.1.4 Site drainage shall take into account existing drainage in the area along with drainage within project boundary. Storm water shall not pond along existing and/or relocated base perimeter fence. Overland drainage features shall consider the 100 year design event and any subsurface drainage features shall consider the 25 year event.

1.3.1.5 Provide an 8 foot wide concrete walkway from existing parking lot to the main (north) entrance door. Provide a 5 foot wide concrete walkway from south personnel door to Swaab Blvd. Provide walkways to exterior service doors and provide concrete patio as shown.

Walkways shall be ABA accessible and be coordinated with the grading and drainage design.

Grades which exceed ABA tolerances shall be accommodated with pedestrian ramps. All walkways and patios shall have 6 inch minimum PCC. Provide a concrete bollard in center of main entrance sidewalk and additional semi-buried boulders on each side as required to prevent vehicle access to VCC from parking lot. Relocate existing concrete benches at parking lot as required.

1.3.1.6 Provide required accessible parking spaces with concrete ramps and appropriate markings, signage, and clearances in existing parking lot at new VCC entry sidewalk. Existing accessible parking spaces in lot shall be converted to standard spaces.

1.3.1.7 Portion of existing base perimeter CMU wall/fence with razor wire shall be demolished and rebuild in location shown on drawings. New wall shall have same characteristics as existing wall and connection between new and existing shall be structurally sound, secure, and uniform. Top of CMU wall shall be a minimum of 8’-0” above grade not including razor wire assembly. Temporary base perimeter fence shall be provided during construction and location and design shall be approved by 99th Security Forces Squadron through Contracting Officer.

1.3.1.8 Provide water, sewer, electric, and telecommunications service to facility. Existing utilities indicated on utility map are based upon surface observations, geospatial information, and record drawing data. Point of connection noted on drawings is approximate. Existing sewer manhole is concrete, existing sewer pipe is 8 inch diameter clay, and existing water pipe is 6 inch diameter cast iron. Contractor shall field verify the existence, location, size, depth and condition of existing utilities and utilities shall be protected during construction. Existing abandoned utilities under building (if any) shall be removed or appropriately stabilized/modified prior to foundation construction. No site utilities shall run under building footprint. If necessary, existing water transfer line may run under exterior covered entry if appropriate precautions are taken. Provide fire hydrant as required per UFC 3-600-01 and

NFPA.

1.3.1.9 Project shall comply with antiterrorism/force protection requirements as outlined in UFC 4- 010-01, UFC 4-010-02, and UFC 4-022-01 (Entry Control Facilities). Unobstructed distance around facility shall be a minimum of 33 feet (10m). Facility is inhabited (not primary gathering) and will have conventional construction standoff distances. Project’s Design Basis Threat/Level of Protection is “LOW”.

1.3.1.10 Landscaping shall meet requirements stated in Nellis Installation Facilities Standards (IFS).

Any existing trees, shrubs, and irrigation that is effected by project work shall be modified or demolished as required. Provide a total of fourteen (14) California fan palm trees with a minimum height of 15 feet. Tree trunks shall be skinned. Majority of trees shall be installed along main entrance sidewalk from parking lot. Provide a total of ten (10) large size boulders, twenty (20) medium boulders, and forty (40) small boulders. Install red granite rock mulch or river rock on all non-hardscaped areas of project site. Three-quarter inch (3/4") size granite rock shall be used on flat areas and 1 1/2 inch size granite rock on sloped areas. Drainage swales and retention basins shall have 3 to 12 inch river rock. No areas of project site shall have exposed native soil. See Nellis IFS for decorative boulder, and rock mulch requirements.

1.3.1.11 Existing salt and pepper colored rock mulch on project site shall be removed and stockpiled.

Salt and pepper rock mulch may be reinstalled on portion of project site south of base perimeter fence (south and east of new VCC). Rock shall be cleaned of dirt and debris prior to reinstallation.

1.3.1.12 Provide an underground, permanent, complete, and fully automatic irrigation system for all plants. System shall be designed and circuited for hydro zones, plant size and type, and water conservation. In landscape design drawings, provide an estimation of irrigation system's annual water usage in gallons (after initial plant establishment period). Reference Nellis IFS for landscape irrigation design requirements. Irrigation system shall meet current industry standards for water conservation and system shall have automatic rain shut off and a climate controller. Controllers shall be vandal resistant and wall mounted on the interior of the facility, accessible by base maintenance personnel. The Backflow Prevention Unit (BPU) unit shall be insulated and provided with a freeze blanket cover and be located in a non-conspicuous location.

1.3.1.13 Design and construction shall be supported with appropriate geotechnical engineering.

Contractor is fully responsible for the design and construction of acceptable foundations.

Contractor shall secure the services of a competent and reputable Geotechnical Engineering consulting firm to provide the geotechnical basis of design for foundations, pavements, retaining walls, utility earthwork, grading, and any other geotechnical related items. The design parameters and material requirements shall be used for producing drawings for construction and for editing applicable Unified Facility Guide Specifications (UFGS) for earthwork, foundations, paving, and concrete features. Native soils at Nellis AFB are generally found to have moderate to severe collapse and/or swell potential, and therefore existing soils shall be removed to a minimum depth of 18 inches below the bottom of footings/slabs and pavement base materials, or deeper as determined by the Contractor's Geotechnical Engineer (assume 36” maximum depth for bidding purposes), and replaced with granular material meeting or exceeding UFGS Section 31 00 00 Earthwork "Select Granular Material" requirements (percent fines<35, LL<35, PI<12) with a maximum dimension of 2 inches and having very low expansive characteristics. Contractor shall assume that native soils alone will not qualify, but blending with imported granular material will be allowed provided that laboratory testing confirms the resulting material meets the specified requirements. Native or import materials having relatively low hydraulic conductivity and containing at least 35 percent fines are recommended for exposed (unpaved) backfill against building exterior footings/foundation walls and extending outward at least 10 feet or to the limits of footing excavations, to minimize the potential of rainfall saturating building subgrades post-construction.

1.3.2 ARCHITECTURAL & STRUCTURAL

1.3.2.1 Construct a 2,068 gross square foot minimum facility as shown on attached project drawings.

Square footage does not include roof overhangs and entrance canopy. Facility shall be of noncombustible construction as classified in the IBC. Structure shall have reinforced concrete footings and a reinforced concrete slab. Exterior walls shall be structural reinforced CMU and CMU finish shall be a combination of split-face and smooth-face with integral brown, dark brown, sandstone, and tan colors. Smooth-face CMU shall have a single vertical score to provide an 8” x 8” appearance. South and East exterior elevations will have similar appearance as North and West elevations shown in Appendix C.

1.3.2.2 Facility’s hip roof structure shall be a metal frame/truss system with metal decking. Roof shall have a 3:12 slope and roof appearance shall be as shown on exterior elevations.

Minimum soffit height shall be 10’-8” AFF. Roof material shall be flat concrete roof tiles. Roof tile appearance and characteristics shall match Boral Saxony 900 Slate “Desert Terra Cotta” product. Contractor shall provide a 20 year min. warranty on the roof assembly. Provide 10 foot long metal gutter at north entry sidewalk and at south patio. Gutter shall have open ends (no downspouts). Gutters and misc. metal roof trim and accessories shall be factory finish and color shall match Drexel Metal’s Sierra Tan. Roof eaves and soffits shall be as shown and dimensioned on elevations and have stucco finish. Stucco shall be traditional 3-coat cementitious stucco system over sheathing with “sand” finish. Finish color shall match Sierra Tan.

1.3.2.3 Exterior windows and storefront entrance assemblies shall be aluminum. Windows shall be fixed type, heavy commercial class, and grade 40 (F-HC40). Window units shall be 6’-8” wide by 6’-0” high. Windows, exterior storefronts, and exterior doors shall meet force protection and antiterrorism requirements. Aluminum windows and storefronts shall be from the same manufacturer and coordinated for appearance, stile and railing sizing, and glazing position. Exterior assemblies shall have thermal break construction. Exterior glazing shall be double pane, tinted, and of energy efficient construction. Frames shall be dark bronze anodized aluminum. Exterior hollow metal doors and frames and misc. exterior/site metal shall be painted to match Drexel Metal’s Sierra Tan.

1.3.2.4 Building envelope shall be sealed against moisture and air by a layer of continuous insulation as required by UFC 3-101-01 and UFC 1-200-02. Contractor shall comply with all air barrier design, construction, and testing requirements. Interior walls shall consist of metal stud framing and gypsum board.

1.3.2.5 Provide tan colored precast concrete window sills on exterior and provide solid surface material window sills on interior. Provide commercial grade horizontal metal window blinds at Office 103 and Lobby 101 windows.

1.3.2.6 Interior partitions shall be constructed of metal stud framing with gypsum wall board facings.

Where required to be sound attenuated or fire rated, wall construction shall extend from floor slab to roof structure above.

1.3.2.7 ROOM FINISH SCHEDULE:

Room Name Floor Wall Base Ceiling Mat. Ceiling Ht.

100 Vestibule: CGP RB ACT 9’-0” 101 Lobby: CGP RB ACT 10’-0” 102 ID Processing: CGP RB ACT 9’-0” 103 Office: CGP RB ACT 9’-0” 104 Storage: CGP RB ACT 9’-0” 105 Janitor’s Closet: CT CT GWB 8’-0” 106 Men’s Toilet: CT CT GWB 8’-0” 107 Women’s Toilet: CT CT GWB 8’-0” 108 Communications: CS RB GWB 9’-0” 109 Mechanical/Elec: CS RB N/A OTS

CGP: Concrete, Ground and Polished.

CT: Ceramic Tile.

CS: Concrete, Sealed.

RB: Resilient Rubber, 6 in. high.

ACT: Acoustic Ceiling Tile, 2 ft. x 2 ft. grid, reveal edge tile.

GWB: Gypsum Wall Board, painted finish.

OTS: Open To Structure, painted finish.

1.3.2.8 All rooms shall have painted gypsum wall board finish. Janitor’s Closet, Men’s Toilet, and Women’s Toilet shall have continuous 4’-0” high, 1 ft. x 1 ft. ceramic tile wainscot on all walls.

Wall at drinking fountain shall have 5’-0” high by 4’-0” wide, 1 ft. x 1 ft. ceramic tile wainscot.

Provide 4 in. high stained wood chair rail on all walls in Lobby 101. Lobby 101’s south wall and ID Processing 102’s north wall shall be painted an accent color. Provide drop-down GWB ceiling soffit above ID Processing counter. Prepared concrete floor slab (CGP on Finish Schedule) shall have natural gray cement and light to dark beige aggregates and the finish shall have a fine polished texture.

1.3.2.9 Provide 15’-4” long, 42 in. high countertop, 24 in. wide, with backsplash and cabinets along north wall of ID Processing 102. Cabinets shall have doors and drawers. Provide 29 in. high counter work surface, 36 in. wide, for four work stations with computers along south side of ID Processing. Provide 42 in. high transaction counter, 12 in. wide, at three of the work stations. Counter edge shall be 4 in. deep. Fourth work station shall have an accessible transaction counter. Provide a moveable photo backdrop screen at all four ID processing stations.

1.3.2.10 Provide 8’-0” long by 2’-6” wide sign-in kiosk unit in Lobby 101. Kiosk countertop shall be 42

in. high and have “waterfall” side from counter to floor on both short ends. Counter and waterfall sides shall be quartz material and each shall have 4” deep edge. Provide 7’-4” long by 1’-6” wide cabinets with lockable doors under counter. Cabinet doors are on north side of kiosk with fixed wood panels on south side. Provide two 1.5 in. diameter holes in counter for computer/power cables. Provide electrical and comm outlets inside of cabinets for computers.

1.3.2.11 Provide 8’-0” long, 36 in. high countertop, 24” wide, with backsplash and cabinets along south wall of Office 103. Provide 30 in. high upper cabinets along length of lower cabinets.

1.3.2.12 At a minimum, cabinets/casework shall be custom grade in accordance with AWI, plastic laminate or stained wood panels over plywood, per AWI custom grade standards. Interior cabinet finishes shall be plastic laminate or melamine.

1.3.2.13 Cabinet exposed fronts in Lobby and ID Processing shall be stained premium grade wood.

Cabinet exposed fronts in Office shall be plastic laminate. All countertops shall be solid surface material except for sign-in kiosk unit which shall be quartz material. Finished area below countertop at public side of four ID processing stations shall be stained premium grade wood panels with hardwood base at floor and shall have a durable and attractive appearance.

1.3.2.14 Cabinet hardware shall conform to BHMA A156.9. Cabinet hinges shall be concealed offset and spring loaded, “European” style, commercial grade and with soft closure feature. Top-mounted center drawer guides will not be permitted. Cabinet drawer guides shall be a minimum of 20 gage steel with double rollers, heavy-duty commercial type and soft closure feature.

1.3.2.15 Suspended acoustic tile ceiling system shall have 2’ x 2’ T-bar grid and tiles shall have reveal edges. Tile units shall be 7/8-inch thick (minimum), have an LR-1 Light Reflectance Coefficient of 0.75 (minimum), Sound Attenuation of CAC-38 (minimum), and a Noise Reduction Coefficient of 0.80 (minimum). Units shall be Class A, non-combustible, with a maximum flame spread rating of 25 and a maximum smoke development rating of 450 per ASTM E84. Installation of acoustical ceilings shall comply with ASTM C636.

1.3.2.16 Provide a 6’-0” by 10’-0” suspended accent “cloud” above sign-in kiosk. Bottom of cloud shall be 8’-0” above finish floor and be suspended below Lobby’s ACT system which is at 10’-0” AFF. Cloud shall be Armstrong Ceiling’s Formations product or approved equal. Exposed edge of cloud shall be 4 or 6 in. high. Cloud shall have round recessed light fixtures.

1.3.2.17 DOOR SCHEDULE:

Door Width Height Door Material Frame Material Hardware/Lock A 6’-0” 7’-0” Alum & Glass Aluminum Cipher Lock B 6’-0” 7’-0” Alum & Glass Aluminum Standard C 3’-0” 7’-0” Wood Metal Cipher Lock D 3’-0” 7’-0” Wood Metal Standard E 3’-0” 7’-0” Wood Metal Standard F 3’-0” 7’-0” Wood Metal Cipher Lock G 3’-0” 7’-0” Wood Metal Standard H 3’-0” 7’-0” Alum & Glass Aluminum Cipher Lock I 3’-0” 7’-0” Wood Metal Standard J 3’-0” 7’-0” Wood Metal Standard K 3’-0” 7’-0” Wood Metal Standard L 3’-0” 7’-0” Metal Metal Cipher Lock

M 3’-0” 7’-0” Metal Metal Standard

1.3.2.18 Metal doors and frames shall be painted and wood doors shall be stained. Provide all door hardware and locks for appropriate function and security. Door A and Door B are in a 10’-0” wide by 8’-8” high aluminum storefront unit. Door H is in a 6’-8” wide by 8’-8” high aluminum storefront unit. Provide glass transoms above aluminum/glass doors. Aluminum finish shall be anodized dark bronze color. Cipher locks shall be standalone commercial grade mechanical push button type.

1.3.2.19 Interior wood doors shall be solid core wood, custom grade, balance matched, quarter sawn or plain sliced veneer. Wood doors shall be factory or field finished with tinted polyurethane stain with low gloss sheen.

1.3.2.20 Interior finish colors and patterns shall be appropriate for facility’s use and function and shall be highly durable and low maintenance. Furniture shown on floor plan is Government Furnished, Government Installed (GFGI). Provide an appropriate 6’ x 8’ removable carpeted entrance mat in vestibule. Mat shall be placed on top of polished concrete floor slab.

1.3.2.21 Provide all toilet room accessories. Provide heavy-duty steel waste receptacles, toilet paper dispensers, paper towel dispensers, soap dispensers, grab bars, and mirrors per acceptable industry practice. Mirrors shall be min. 2’-6” wide by 3’-6” high. All toilet accessories shall be brushed stainless steel or chrome finished steel. Provide 5’-0” long by 1’-0” wide waterproof shelving in Janitor’s Closet.

1.3.2.22 Provide signage throughout interior and exterior of facility and on project site in accordance with UFC 3-120-01 (Design: Sign Standards), ABA Accessibility Standards, and Nellis AFB Installation Facilities Standard. Provide interior signage for life safety requirements. All interior doors shall have identifying signs. Install exterior-rated weatherproof room name/number signs on exterior service doors.

1.3.2.23 Provide one 3’-0” wide Air Force emblem on north wall of ID Processing 102. Emblem shall be clear anodized aluminum, dimensional, with ten individual pieces making up the emblem.

Underneath emblem, install 4 in. high dimensional aluminum letters stating “Welcome to Nellis Air Force Base”. Font shall be Helvetica Medium with finish to match emblem.

1.3.2.24 Provide exterior building identification. Install 14 in. high letters stating “VISITOR CENTER” on west elevation. Letters shall be dark bronze color anodized aluminum. Letters shall be Helvetica Medium font, dimensional, and pin mounted directly on CMU exterior wall. Install two building number signs on exterior. Signs shall be a factory painted brown metal panel, 1’-4” wide, 8” high, by 1” deep, with building number “697” stated in white. Remove existing “visitor center” letters from Building 696.

1.3.3 MECHANICAL

1.3.3.1 Provide complete HVAC and plumbing systems for facility. Provide HVAC package system with electric heating and cooling capabilities. Equipment shall be ground-mounted on concrete pad and be sized to meet cooling and heating demand of facility with maximum occupancy. HVAC equipment shall not be installed on roof. HVAC equipment and ductwork shall be screened from view and filters shall be easily accessible for maintenance.

Communications room shall have a redundant split system for cooling. Contractor shall perform an air test and balance on HVAC system. Contractor shall perform fundamental commissioning practices appropriate to the size and complexity of the system components per UFC 1-200-02.

1.3.3.2 Provide Johnson Controls BACnet field controllers/thermostats. All controllers and control points shall be pulled in and communicate with existing Network Automated Engine. The version of the Network Automated Engine shall match the current version of the existing Metasys ADX server at Nellis AFB.

1.3.3.3 Provide hot and cold water service and waste system. Hot water shall be provided by under sink electric instant-hot heaters. Provide stainless steel sink at coffee bar. Provide electronic water cooler with integral bottle filling station with filter. Provide floor drains in toilet rooms, mechanical room, and janitor’s closet which shall also have mop sink. Provide urinal in Men’s Toilet. Provide two exterior hose bibs.

1.3.4 ELECTRICAL

1.3.4.1 Reference Appendix D for Project Electrical Scope of Work.

1.3.4.2 Provide appropriate and complete interior and exterior electrical service and systems for facility. Contractor shall relocate or modify all existing on-site electrical, security, and lighting systems as required to complete project work.

1.3.4.3 Point of connection for electrical service is shown on site utilities map.

1.3.4.4 Provide LED light fixtures on interior and exterior of facility. All interior and exterior lighting shall meet requirements in Nellis-Creech Installation Facilities Standards (IFS) and its Appendix G. Provide multi-level lighting control. Interior 2’ x 4’ ceiling light fixtures shall have parabolic lens to reduce glare be recessed indirect LED type. Exterior building lighting shall be recessed in roof soffits, not wall mounted. Provide soffit lighting above exterior signage on west elevation. Provide walkway lighting per Nellis IFS.

1.3.4.5 Provide appropriate power dedicated circuits for GFGI refrigerator, microwave, copy machine, printers, vending machines, and equipment charging station. Provide power to all GFGI security and ID equipment. Provide appropriate power to telecommunications racks.

Provide a minimum of four exterior electrical outlets.

1.3.4.6 Provide lightning protection if required per AFI 32-1065, UFC 3-575-01, and NFPA 780.

1.3.5 COMMUNICATIONS

1.3.5.1 Telecommunications shall be designed and constructed per UFC 3-580-01 and Nellis AFB

Building Telecommunications Cabling System Specification Section 27 10 00, dated Jan 2017. Provide secure communications room with appropriate climate control and electrical connections to support all equipment.

1.3.5.2 Install 2x4" conduits (scheduled 80) from new VCC to HH213A (approx. 200' of trenching).

Install 2x4" conduits (scheduled 80) from HH213A to HH219B (approx. 100' of trenching).

Install (1) new 12 strand SMFO cable from new VCC into Building 625 (approx. 1800' of fiber required/included maintenance loop). Install (1) new 25 pair copper cable from new VCC to HH213A and into HH219B (approx. 350' of copper required/BTS contractor will splice copper cable within HH219B). Reference Appendix G, Existing Site Telecommunications Map for hand-hole locations.

1.3.5.3 Provide appropriate number of comm outlets in Office 103, ID Processing 102, and Lobby

101. Locate outlets where equipment will be used such at counters and above/below work surfaces. Provide fiber LC connector outlet with multimode fiber cable connection at all outlets. Provide 24 port switch: (24) 1M CAT6 patch cords.

1.3.5.4 Provide conduit, J-boxes, and wiring at each processing station for GFGI duress alarm.

1.3.5.5 Provide conduit, J-boxes, and wiring at each processing station for GFGI National Crime

Information Center (NCIC) equipment.

1.3.5.6 Provide conduit, J-boxes, and wiring for GFGI Defense Biometric Identification System

(DBIDS) terminal.

1.3.5.7 Provide electrical outlets and communications outlets in sign-in kiosk cabinets in Lobby 101.

Provide two, 1 in. diameter conduits from sign-in kiosk cabinets to a junction box in north wall of ID Processing 102.

1.3.5.8 Provide conduit, j-boxes, and wiring for interior and exterior GFGI Closed Circuit Television system. CCTV system will have eight cameras. Exterior cameras will be mounted in roof soffit.

1.3.5.9 Provide electrical outlets, j-boxes with conduit, and communications outlets at two separate locations in waiting area for GFGI wall-mounted televisions.

1.3.5.10 All systems and subsystems shall be tested and commissioned in the presence of Contracting Officer and/or their designated representative.

1.3.6 FIRE PROTECTION

1.3.6.1 Provide fire alarm/mass notification system and heat detection system in facility. Fire sprinkler system is not required. Facility Life Safety and Fire Protection System shall meet requirements of NFPA, UFC 3-600-01, and Nellis AFB Fire Protection Standards document.

Provide fire extinguisher cabinets as required. Provide monitored Knox Box, recessed in exterior wall near main entrance door.

1.3.6.2 Contractor shall install MONACO MAAP-X panel with a combination FACP, MNS, and radio transceiver that is able to send data to the Nellis Monaco D21 dispatch system via point to point messages utilizing Monaco protocol. Nellis AFB mandates the use of combination FACP and MNS. Nellis AFB has point to point Monaco messaging and all Monaco FA radio transceivers with MNS shall be able to communicate digitally with FACP without the use of interface relays. FACP shall be in conditioned space.

1.4 DESIGN LEVELS AND REQUIREMENTS: Design levels required for this project are 65%, 95%, and 100%.

1.5 PERFORMANCE PERIODS & NOTICE(S) TO PROCEED:

1.5.1 Performance period for design segment of this contract is approximately 160 140 calendar days after receipt of the Notice to Proceed. After Contractor bonding has been submitted and approved, the Contracting Officer will issue a Notice to Proceed (NTP) for the first design level. At this time, the Contractor can start design and other applicable Project work. After approval of each design level, the Contracting Officer will issue a NTP for Contractor to proceed to the next design level. The Government review time for each design submittal is included in the total performance period. When a design submittal is disapproved, the contractor shall provide necessary corrections and resubmit. The resubmittal time does not automatically extend the design period of performance. Design performance period includes:

Contractor shall have 40 calendar days from NTP issue date for submission of the

65% design.

Government shall have 15 calendar days to review 65% design.

Contractor shall have 60 40 calendar days after 65% design is approved for submission of the 95% design.

Government shall have 15 calendar days to review 95% design.

Contractor shall have 10 calendar days after 95% design is approved for submission of 100% design Check Set.

Government shall have 10 calendar days for review of 100% Check Set.

Contractor shall have 10 calendar days after Check Set is approved for submission of

100% For Construction stamped documents.

Government will review 100% For Construction documents and notify contractor of any deficiencies.

For all design submittals, Contractor shall have 10 calendar days to schedule and hold a design review meeting after receipt of design review comments if required.

Contractor shall have 14 calendar days for resubmission of any disapproved design submittal items.

1.5.2 Performance period for construction segment of this contract is 270 calendar days after receipt of the NTP. This period of performance for construction includes, but is not limited to, completion of all punch-list items, final clean-up, and review/acceptance of all deliverables (as-built drawings, O&M manuals, warranties, etc.).

END OF SECTION 01 11 00