EVN-00008-7J_Draft_Statement_of_Work_20180809.pdf

Draft SOW Moose Mitigation EVN 00008-7J Page 1 of 18

DEPARTMENT OF THE ARMY

INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF PUBLIC WORKS, UNITED STATES ARMY GARRISON

P. O. BOX 31310

FORT GREELY, ALASKA 99731

August 9, 2018

IMPFG-PW

Memorandum For:

Reference: EVN 00008-7J

Subject: Moose Mitigation

Expected Period of Performance: NTP 180 Days with Winter Exclusion

***DRAFT STATEMENT OF WORK***

1. General: The purpose of this project is to provide moose mitigation measures on the MDC.

A new forward guard booth and gate will be installed on Robin Road to prevent moose from entering the fenced in areas. Provide all materials, labor, and equipment to build a new guard booth and gate per this statement of work and the construction documents attached.

1.1. All work shall conform to the following requirements. Please refer to the most recent versions of these documents unless otherwise noted.

1.1.1. UFC 3-301-01 Structural Engineering; UFC 3-501-01 Electrical Engineering;

UFC 3-560-01 Operation And Maintenance: Electrical Safety; UFC 3-520-01 Interior Electrical Systems (Oct 2015); UFC 3-580-01 Telecommunications Interior Infrastructure Planning and Design; UFC 3-575-01 Lightning and Static Electricity Protection Systems

1.1.2. ANSI/TIA-607-C Telecommunications Bonding and Grounding (Earthing) for Customer Premises (Nov 2015); Technical Criteria for Installation Information Infrastructure Architecture (I3A) Fed 2010; ANSI/TIA/EIA-569-A Commercial Building Standard for Telecommunications Building Wiring Standards;

ANSI/TIA/EIA-568-B.1 Commercial Building Telecommunications cabling standard; ANSI/TIA/EIA-568-B.3 Optical Fiber Cabling Components Standard;

EIA/TIA-606 Administration Standard for Commercial Telecommunications Infrastructure

1.1.3. IEEE 1100 Recommended Practice for Powering and Grounding Electronic Equipment; NFPA 70 National Electric Code; NFPA 70E Standard for Electrical Safety in the Workplace; NFPA 780 Standard for the Installation of Lightning Protection Systems

1.1.4. Pavement markings and traffic signs shall comply with requirements in the Manual on Uniform Traffic Control Devices (MUTCD), the DoD Supplement to the

REPLY TO

ATTENTION OF:

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MUTCD, SDDCTEA Pamphlets 55-15 and Pamphlet 55-17 as well as applicable state, local, and OCONUS requirements.

1.1.5. All work will comply with Federal, State and Ft. Greely Environmental Regulations “which include waste management.” Follow the FGA Integrated Solid Waste Management Plan (ISWMP) for waste management.

1.2. All work shall be performed in a skillful and skilled craftsmen like manner to current applicable industry standards. Work requiring certified craftsmen shall be performed by certified personnel. Proof of certification, training or other qualifications shall be made available to the government upon request. The contractor shall pay all training and certification costs.

1.3. The contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures and organization necessary to produce an end product that complies with the specified requirements. Contractors are responsible to follow said quality control plan.

1.4. All electrical components shall be UL listed or equivalently rated. All materials used will be new and free of defects unless previously approved by DPW Contract Management. All materials will be installed to industry standards in accordance with Manufacturers’ recommendations and instructions. Installed equipment, real property and salvageable material will remain property of the government unless otherwise noted by Owner’s Representative.

1.5. Reasonable efforts shall be made to locate and protect existing utilities as part of the dig permit process. The contractor shall coordinate with the government QC/QA to schedule all excavation and obtain the required dig permit. Permission (approved dig permits) shall be obtained from the site prior to the start of any excavation and/or construction.

1.6. Storm-runoff must be considered and planned for and the Contractor shall work with the local DPW Environment Staff to ensure sediment control plan requirements are met.

1.7. Access on Robin Road must be provided for large vehicles with advance notice to COR of two weeks during construction.

2. Project Requirements: The scope of work is to build and install a new forward guard booth and gate at the location shown in drawing L-1 in order to prevent moose from entering the fenced in areas.

2.1. Site Preparation

2.1.1. Remove asphalt in the selected areas as shown in drawing C-1.

2.1.2. Remove existing organics and unwanted materials from the areas shown in drawing C-1.

2.1.3. ‘Relocate’ ditches as needed to account for widening of the roadway and the installation of a parking area. Fill in existing ditches as needed to support new pavement/ parking lot with material removed from relocated ditches. ‘Relocated’ ditches shall follow existing ditch design in regards to depths, slopes, and distances from the roadway edge.

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2.1.4. Temporary access shall be provided through the installation of a diversion road as shown on drawing C-2. The fence shall have a double swing gate installed for access to the MDC. When the fence is cut, gate installation shall be the first priority for security reasons. The gate shall have inter-locking, locking hardware capable of securing the gate with a large security level padlock. This installation shall stay in place after construction and shall be treated as a permanent installation.

2.1.4.1. The existing fence is a FE7 chain-link security fence. The gate shall adhere to FE7 chain-link security fence details. The gate shall be positioned in line with the security fencing, location to be approved by DPW/Physical Security before placement. See attached drawing STD 872-90-10 for details.

2.1.4.2. To create the diversion road: Excavate two feet of silt layer and compact to 90%. Place three 10” lifts of pit run compacted to 90%. Place and compact RAP to 95%. The government shall provide 100% of the RAP needed from pile located near AAAF. Coordinate with government COR to confirm RAP location.

2.2. Road Work

2.2.1. Widen Robin Road with a 10:1 taper on either side on the island as shown in the attached drawings in order to keep the lane width at 12 feet. Resurface disturbed areas of Robin Road with a 4” asphalt layer to match existing grades. See drawings C-3, and C-4 for details.

2.2.2. The contractor shall make a 20’ x 40’ gravel parking lot located as shown on the attached drawings. Excavate two feet of silt layer and compact to 90%. Place three 10” lifts of pit run compacted to 90%. Place and compact RAP to 95%. RAP can be sourced from pile near AAAF. Coordinate with the government COR to locate existing RAP pile near AAAF. Using power from the MDP in the booth, install two head bolt duplex outlets on two wood posts per FGA standards. The duplex outlets shall be located on the east edge of the parking area and shall be able to provide electricity for (4) vehicles. Each outlet receptacle shall be wired separately, including separate breakers. IPLCs shall not be used. See drawing C-6 for details.

2.2.3. Stabilize all areas of disturbances, side slopes, with brush berm materials and re-seed.

2.2.4. Traffic Signs shall be installed as shown on drawing C-4.

2.2.4.1. For all signs except those being mounted on the gate, install Snap-n-Safe couplers or equivalent for each of the signs. Couplers will be installed in 12” sonotube and 3000 psi concrete placed 4’ down. Square post shall be 4 lbs./ft.

with high-carbon steel, 12’ long.

2.2.4.2. Signage shall be high intensity prismatic reflective finish. Thickness shall be at least .080” or 80 mil aluminum with double brackets for high wind.

2.2.4.3. “STOP” signs shall be installed on both sides of the gate facing the respective traffic lanes. 30” x 30” hexagon, red with white lettering.

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2.2.4.4. “15 MPH” signs shall be installed on the South-bound side of Robin Road north of the intersection with Mountain View Road and on the North-bound Robin Road where the parking lot exits onto the road.

2.2.4.5. “CHECKPOINT AHEAD DIM HEADLIGHTS” signs shall be installed both directions. This sign can be collocated with the “15 MPH” sign on the South-bound side of the road and can be installed on the North-bound side of the road just north of the exit to the contractor parking lot.

2.2.4.6. “30 MPH” signs shall be installed on the North-bound side of the Robin Road when reduced speed ends, north of the intersection with Mountain View Road.

2.2.4.7. “25 MPH” signs shall be installed on the South-bound side of the Robin Road when reduced speed ends.

2.2.5. Standard transverse markings shall be painted on the road on either end of the island as shown in model drawing C-4.

2.2.6. Install standard guard rail from gate to bend in Robin Road as shown in model drawings. See details for guard rail on model drawing C-5.

2.2.7. Install two bollards near the existing communications box on the Southwest corner of the intersection of Robin Road and Mountain View Road as shown on model drawing C-7.

2.2.7.1. The contractor shall not damage any existing utilities or conduits in the installation of these bollards.

2.2.7.2. Bollards shall be placed to the northeast and northwest of the communications box. Bollards shall be placed approximately 24” from the corners of the box.

2.2.7.3. Bollard shall be constructed with 6” galvanized iron pipe.

2.2.7.4. Concrete shall be 3000 psi.

2.2.7.5. After the bollard pipe and concrete have been installed for at least 48 hours, the contractor shall place a 6” (IC 6.875”) yellow bumper post sleeve on the bollard. The sleeve shall be yellow high density polyethylene (HDPE) construction with UV inhibitors, and shall resist fading, rusting or cracking.

2.3. Forward Guard Booth

2.3.1. Construct Forward Guard Booth. The guard booth shall meet the following general requirements:

2.3.1.1. The guard booth is to be placed on a raised traffic island. Provide a minimum of 3’ of clearance between the doorways and the face of the curbing. It must also include a minimum of 1’ clearance between the face of the traffic curb and the guard booth roof.

2.3.1.2. Provide passive barriers to be of a retaining wall design and to be located as proposed. See drawings for site plan and construction details. The barriers shall span the width of the raised traffic islands, back-of-curb to back-of curb.

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2.3.1.3. The booth shall be 8’ x 12’, measured from the outside of the building’s framing.

2.3.1.4. The booth shall be constructed to meet, as a minimum, a ballistic rating of UL 752 – Level 3 (44 Mag). Ballistic fiberglass paneling equivalent to ArmorCore UL-3 (SuperSheild) Fiberglass Panel to meet this requirement for the walls. All glazing and doors shall also meet this requirement.

2.3.1.5. Provide one exterior dual GFCI outlet on each wall. Provide a minimum of one interior power outlet on each wall. See the electrical section for more details.

2.3.1.6. Inside ceiling height shall be, as a minimum, 7’-2” above finish floor.

2.3.1.7. Exterior finish shall be dark metal siding.

2.3.1.8. Provide exterior light at each ID check area (sliding window) to provide a minimum of 10 Foot-Candles of lighting. The light source selected shall have a CRI of not less than 65.

2.3.2. The booth slab foundation shall be 9” reinforced slab-on-grade, see proposed construction drawings for dimensions and reinforcement requirements.

2.3.3. Framing shall be of 2” x 6” wood construction, see proposed construction drawings for dimensions and construction requirements.

2.3.4. Install a 4” slab to extend the full width and length of the raised traffic island to provide a standing platform for guards and additional equipment. Crash barriers shall be installed as shown on the drawings, and will be the full width and length of the raised traffic island. The island shall be designed to promote proper drainage.

2.3.5. Roofing shall be a standing seam roof to match the Guard Booths located at the main entrance.

2.3.6. Booth shall have a counter oriented such that a guard is facing inbound traffic while seated or standing at the counter. Counter shall be a minimum of 32” deep.

2.4. Electrical Installation. All efforts shall be made to locate any existing utilities in the construction area. See electrical drawings for details.

2.4.1. Protect any existing utilities (electrical, communications, etc.) in the construction area from all construction activities.

2.4.2. Provide new 225-amp panel, 120/240V, 1 phase, 3 wire, with a 200A main breaker to be installed as the main distribution panel (MDP) on the interior of the new guard booth. Breakers shall be installed as needed for area lighting, building lighting, gate operator, interior & exterior receptacles, switches, heater, and any other items installed as part of this project that require isolated circuits.

2.4.3. Install a 200A Fused Safety Switch on the outside of the booth.

2.4.4. Contractor shall install a building earth electrode subsystem (grounding system) per industry standards for the MDP and the building. See NFPA 70, article 250, Section III for details. The newly installed ground shall be connected to the service ground. The building shall have a resistance-to-earth of 10 ohms or less, following

MIL-STD-188-124-B.

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2.4.5. Install a new junction box on the exterior of the guard booth and a heavy-duty in-ground pull box near the parking area as shown in the attached drawings. The junction box shall be NEMA 12 rated for cold wet environments, with ice and blowing dust. The junction box on the guard booth shall be installed on the exterior of the north wall. The pull box near the parking lot shall be installed with reasonable efforts to prevent water from entering the box, including but not limited to installing water resistant gaskets and seals. The pull box shall have a way for any water which is in the box to drain. The pull box shall be installed with positive drainage, and shall not provide a hazard to grounds keeping. All electrical conduits going to/from the guard shack under the pavement shall be routed through these boxes unless otherwise noted.

2.4.6. Route service electrical lines in conduit from point of demarcation at the electrical pole underground, through the two boxes, to the 200A Fused Safety Switch on the outside of the booth, and then to the main distribution panel in the booth.

2.4.7. Route conductors in conduit from the appropriate breakers in the MDP to the lights, head bolt heater receptacles and the gate operator. Run (2) additional 2” conduit from the junction box on the booth to the in-ground pull box near the parking area for future work.

2.4.8. Install all conduit and wiring necessary to provide required lighting, electrical outlets, equipment and switches in the guard booth.

2.4.9. Provide electric cabinet unit heater, 28 MBH min. with thermostat controls.

2.4.10. Provide LED overhead lighting, 2’ x 4’ surface mount or equivalent in guard booth.

2.4.11. Provide LED wall pack light fixture to be flush mounted in eave over slide window.

2.4.12. Provide emergency lighting to be placed over guard booth exit. All electrical conductors shall be replaced and reconnected as specified in electrical drawings. All misc. hardware, labor, etc., for these connections shall be considered and included.

All electrical connections must have flexible sections where they connect to the unit to isolate vibration unless otherwise noted in the manufacturer’s installation instructions.

2.4.13. Provide a minimum of one duplex outlet on each interior wall and one exterior weather proof outlet on the each exterior wall of the guard booth. Provide additional outlets as required to accommodate all included equipment installations.

2.4.14. Remove existing 12 strand fiber optic cable from NEMA 4 box to HH-04 (a communication hand hole north of Mountain View Road). Replace with pull cord in the innerduct the fiber has been removed from.

2.4.15. Install 4” schedule 40 PVC conduit from existing NEMA 4 box to the new guard booth location. Do not route this conduit through the electrical boxes. Four 1” mesh innerduct shall be installed in the conduit and shall be installed with pull cords. This conduit will be for communications cables only. At the guard booth, bring the conduit into the facility using a 90⁰ long radius sweep. Install a new 18”x18”x6” NEMA 12

EVN 00008-7J Page 7 of 18 rated weather tight enclosure on the North side of the guard booth. Connect the PVC to the new NEMA 12 enclosure. Install a new lockable telecomm entrance enclosure with a removable cover inside the booth under the counter big enough for a gas protected copper entrance terminal, a fiber entrance terminal, and a copper bus bar.

Install a new 2” RGS conduit to connect the NEMA enclosure to the telecomm entrance enclosure.

2.4.15.1. Install a copper bus bar in the telecom entrance enclosure. Install an exterior ground rod according to NFPA 70 standards. Ground the bus bar to the new ground rod.

2.4.15.2. Conduit for communications shall be installed a minimum of 36” below grade.

2.4.15.3. Install warning tape as detailed in I3A Section 3.5.10. All warning tape shall be polyethylene plastic tape, with a minimum width of 6 inches, IAW the APWA Uniform Color code. It shall be imprinted with the words “WARNING – TELECOMMUNICATION CABLE BELOW” at no more than 48-inch intervals.

The tape shall be manufactured with integral wires, foil backing, or other means of enabling detection by a metal detector or underground cable detector. The warning tape shall be installed at a minimum of 12 inches to 18 inches above all new conduit and shall not exceed the manufacturer’s recommended depth below grade.

2.4.15.4. Install warning signs for all communications cables installed below grade.

Buried cable warning signs or route markers shall be provided at intervals no greater than every 150 ft. or at each change in route direction, on both sides of street crossings, on pipelines, and on buried power cables. Color coded warning signs or markers shall be orange in color.

2.4.15.5. Concrete encasement shall be used under road crossings, heavy equipment crossings, parking areas or high traffic areas. The encasement shall have a minimum 3” coverage on all sides of conduit. The encasement shall be extended a minimum of 6 feet beyond the roadbed for all road crossings, etc. Prior to pouring any concrete over the duct, the installer shall obtain the approval of the Government QC/QA representative for the acceptability of the conduit placement and spacing. Concrete used to encase conduit shall be a minimum compressive strength of 3,000 PSI. The concrete shall be placed in such a manner as to ensure the concrete completely surrounds all ducts and that no air or voids are trapped in the mix. On the sections of Robin Road being repaved, concrete encased conduit shall be installed prior to the road being repaved. Roadways, walks, paved areas and other surfaces disturbed by the contractor shall be resurfaced with the same type of material and to the same thickness as the original surface. Spacers shall be used to properly support ducts that are to be concrete encased and shall be installed IAW the manufacturer’s specifications. If the manufacturer’s specifications are unknown, a spacer shall be installed every 5 ft. The preferred method for backfilling above concrete encased ducts under pavement is flowable fill, also known as slurry. See I3A Section 3.5.7.4 for more details on slurry.

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2.4.15.6. Conduit systems not encased in concrete shall be installed in layers with backfill installed around the ducts. Construction vehicles shall not be driven over direct buried (DB) conduits. The backfill shall be placed IAW commercial standards. See I3A Section 3.5.8.1 for more details on backfill placement. Prior to placing any backfill over the duct, the contractor shall obtain the approval of the government QA/QC for the acceptability of the duct placement and spacing. The backfill shall be NFS and free from large clumps.

2.4.15.7. All communications ducts requiring road crossings shall be installed below grade perpendicularly across the road. Roads shall only be closed for as long as is necessary to complete the work required to place the duct, (including tamping the backfill and resurfacing the road) and to allow the concrete to set IAW the manufacturer’s specifications.

2.4.16. All conductors installed as part of this project shall be copper wire suitable for arctic, wet locations such as XHHW. All communications cables installed outdoors or underground as part of this project shall also be rated for arctic, wet locations.

2.4.17. Cables and conduits are not compressible along their length so flexibility in that dimension must be accommodated with sufficient length, offsets or bends. Conduits shall be provided with expansion fittings where necessary to compensate for thermal expansion and contraction per industry standards for this location.

2.4.18. All AC & DC control wiring and communication cables shall be run in separate conduit, boxes, and enclosures from the power cables to minimize power circuit interference in the control/communications circuits.

2.4.19. All electrical conduit installed underground must be galvanized rigid steel conduit. All conduit installed outside must be suitable for wet environments. All conduit must be metallic. Underground conduit must be a minimum of 18” below grade.

2.4.19.1. Any new conduit installed underground as part of this project for electrical service, controls, and communications shall have the location identified by 3” warning ribbon that is placed in the trench a minimum of 12” above the underground installation and a minimum of 6” below grade unless otherwise noted.

2.4.19.2. Reasonable effort shall be made to prevent water from entering or staying in the conduit when installed in wet environments. Efforts shall include, but are not limited to sealing entrances & joints, and having measures in place for the conduit to drain if water does enter.

2.4.20. In the trenches where the new ducts/conduit (for power, and controls) run under any paved area or roadways:

2.4.20.1. Any material used for the fills shall be “NFS” (non-frost susceptible).

Existing material may be used as backfill with advance government approval if material is NFS.

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2.4.20.2. Use concrete encased duct under any paved areas or roadways. The ducts under paved areas must have a minimum of 3” concrete encasement all around.

This concrete shall be 6% air entrained, 3000 psi (minimum) structural concrete.

2.4.21. All conduits installed or modified as part of this project must be filled with a code compliant material if passing from the exterior to the interior of a heated structure.

This prevents the circulation of warm air to the colder sections, which causes condensation. All electrical conduits which connect to exterior enclosures/boxes shall be sealed to prevent airflow through the conduits.

2.4.22. Identify cables with a tag using cable ties. Cable ties and tags must be made of heavy duty, corrosion resistant material.

2.4.23. Apply "Never-Seez" or equivalent to all threaded bolts and connections.

2.4.24. Buried conduit locations shall be mapped and included in submittals. Full one-line drawings shall be made of electrical and communications connections including transfer switches, distribution panels, etc.

2.5. Provide and install area lighting. See electrical drawings for details.

2.5.1. Area lighting to be Lithonia HLF2 LED, P2, 40K MFL MVOLT (208V) or equivalent.

2.5.2. Lights to be mounted on Lithonia SSA 6” square x 20’, wall thickness 0.25”, 300 lbs. max allowable weight or equivalent pole. See pole foundation details for mounting.

2.5.3. Pole equipment mounting brackets to be selected as per the manufacturers recommendations for the proposed setup. Must be capable of carrying the weights and wind loads of the equipment to be installed on them.

2.5.4. Area lighting must at a minimum meet the 5 ft.-candles lighting requirement for access control points. Lighting to cover both lanes of travel and the length of the raised traffic island.

2.5.5. All conduits to be placed under slabs and penetrate through foundations. Provide one 1” RGS conduit run for power and two 1.5” conduits to each light pole on the island for future equipment installations. Run a single 1” RGS conduit to the light pole by the gate.

2.5.6. All exterior lights shall be installed with photocell control to allow the lights to turn on and off automatically based on the amount of ambient light. The photocells shall be installed in a manner where they can be bypassed, allowing the lights to be controllable in the booth.

2.5.7. All flood lighting shall be controllable in the booth.

2.6. New cantilever gate shall be installed on Robin Road along fence line. The existing fence is a FE7 chain-link security fence. The gate shall be positioned in line with the security fencing, location to be approved by DPW/Physical Security before placement.

2.6.1. Gates will be replaced after Diversion Road is installed. When existing gate is removed, the new gate installation will be priority #1 for security reasons.

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2.6.2. Contractor shall install one single-opening cantilever gate with High Wind Truss Bracing (90 mph winds).

2.6.2.1. See attachment UFC-703 Chain Link Cantilevered Gate Details for typical design details.

2.6.2.2. Gate posts to be minimum 4” Schedule 40 galvanized material. The bottom gate support must reach to within 5” of centerline or high point of paved surface road.

2.6.2.3. The maximum allowable distance between gateposts and gate is 5” when the gate is closed.

2.6.2.4. The gate shall be opened electronically with a gate operator. Gate operator shall use a chain drive to move the gate and shall have features to assist in cold weather operations including, but not limited to, a heater and cold weather oil.

2.6.2.5. Install the gate and the gate operator according to the manufacturer’s installation instructions.

2.6.2.6. Gate operator shall have a clutch disengagement to manually open the gate.

2.6.2.7. The gate operator shall be installed on a concrete pad unless otherwise directed by manufacturer’s installation instructions. In addition to the two conduits needed for power and controls to the gate operator, the contractor shall install two additional 1” conduits in the concrete. The additional conduits shall have 90 degree elbows two feet below grade with both ends capped.

2.6.3. The gate must be closed and electronically locked when not in use. Gates are considered locked when equipped with an electric opening or closing device that, when closed, prevents the gate from being opened by hand. Note: During power outages, the lock must ‘fail’ in the unlocked position, allowing manual operation of the gate.

2.6.4. All gate posts will be mounted in 24” diameter concrete filled holes, with a depth of 6’-0”. All gate posts shall only be filled to a maximum depth of [-0.6”]. All gate holes shall have natural soils compacted on top of the concrete by hand tamping to a 80% compaction standard, with all spoils removed or cast on the side of road way.

All gates to match standard fabric height of existing fence, incorporating 9 gage chain link mesh. Concrete shall be 3,000 PSI. Type 2.

2.6.5. The gate system shall have all roller bearings sealed.

2.6.6. Gate shall be equipped with either a “y” outrigger or a vertical arm bracket at least 18” long with at least three strands of evenly spaced, taut barb wire security.

2.6.7. Electrical service to the gate operator shall be installed underground from the

MDP.

2.6.8. Gate shall be operated remotely in the new guard booth.

2.7. Provide and install infrastructure for communications in the guard booth.

2.7.1. Procure and install necessary network equipment.

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2.7.1.1. Install a gas protected entrance terminal in the telecomm entrance enclosure for the copper cables installed as part of this project. Install a fiber entrance terminal in the same enclosure. Ground both terminals to the bus bar in the same enclosure.

2.7.1.2. Install an equipment cabinet with a removable cover in the guard shack next to the telecomm entrance enclosure. This cabinet shall be lockable and vented.

Final key control will be with the 59th NEC. This equipment cabinet shall be large enough to house a network switch, an 12 port RJ-45 patch panel for CAT6 cables and 25 pair 110 patch panel for copper entrance cable. Install (2) 2” EMT conduits between the equipment cabinet and the telecomm entrance enclosure.

2.7.1.3. Install a 12 port RJ-45 patch panel and 25 pair 110 patch panel in the equipment cabinet.

2.7.1.4. Install two flush-mount four port data/telecomm outlet above the counter.

Install 1” conduit from the equipment cabinet to each data/telecom outlet location.

Install (4) Cat-6 data cables from the RJ-45 patch panel in the equipment cabinet to each new data/telecomm outlet through the two conduits.

2.7.2. Phone Lines: Phone copper lines are available in a manhole north of Mountain View Road (HH-04). New phone lines shall be installed from the booth to HH-04.

Phone lines shall be 24 AWG 6 pair copper cable. Splice new copper cable into the existing base copper cable plant. Copper splice shall be done with 3M type splice modules in water proof slice case. The copper cable shall be terminated on a gas protected entrance terminal mounted in the equipment cabinet. Connections shall be reviewed by NEC personnel. The lines shall be installed in innerduct for the entirety of the conduit runs.

2.7.3. Network Access: Network access shall be achieved by running a 12 strand single mode fiber optic cable through the same conduit, different innerduct, as the phone lines from the booth to HH-04.

2.7.3.1. Splice the new fiber optic cable into the existing base fiber at HH-04. Splice shall be fusion type splicing method. Connections shall be reviewed by NEC personnel. Fusion Splice Attenuation shall be a max 0.10 dBm/splice.

2.7.3.2. In the guard booth, terminate the fiber optic cable to the FOPP in the telecomm entrance enclosure cabinet.

2.7.3.3. The fiber strands shall have a nominal core diameter of 8.3 microns. The cladding diameter shall be 125 microns (+/-2 microns). All cabled single-mode fibers shall have a maximum attenuation value of 0.5 dB/km, with 0.4 dB/km preferred, for high grade at 1,310 nm over the entire specified temperature range.

The connector attenuation shall be less than or equal to 0.75 dB per mated connector. Cables shall be rated for wet, arctic environments. The installed length of the fiber optic cable shall include additional amounts of cable for slack. See I3A Section 3.15.4.9 for more details on fiber optic cable slack.

2.7.4. Ground all communication cables as detailed in I3A Sections 2.6 and 3.18, and in

ANSI/TIA-607-C-2015.

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2.7.5. Use 59th Signal Battalion standards of documenting and labeling all communications cables. See I3A Section 3.15.2.1 for details on cable label schemes.

Contact Joe Labaska, 907-873-3216 for cable labeling guidance.

3. Acceptance Testing: The contractor shall perform acceptance testing on all systems to ensure conformity to the requirements listed in section 1.1 and functionality according to requirements listed in this SOW. All features and functions must be demonstrated to the NEW, DPW and Fire Department quality assurance representatives. The acceptance testing and measurements must be IAW the referenced standards and commercial best practices. At a minimum, the following systems must be acceptance tested:

3.1. Lights and lighting controls

3.2. Heater

3.3. Gate and gate controls

3.4. Fiber Optic Cable – see I3A Section 3.19.2 for details. Perform OTDR end-to-end DB loss testing on fiber cable from DCO to the new patch panel in the guard booth. Provide written results to the Telephone Plant Supervisor, Mr. Joe Labaska, 907-873-3216.

3.5. Copper Cables: Perform end to end testing on the copper cable from the DCO to the new guard booth. Testing will include:

3.5.1. Insulation Resistance

3.5.2. Foreign Voltage

3.5.3. Capacitance

3.5.4. Opens

3.5.5. Noise

3.5.6. Loop Resistance

3.5.7. Crosses

3.5.8. Shorts

3.5.9. Grounds

3.5.10. Splits

3.5.11. Transpositions

3.5.12. Shield Continuity

4. Deliverables: The contractor shall furnish 2 hard and 1 digital copy of all equipment manufacturer maintenance manuals and specification documentation. Contractor shall provide a hard copy of drawings and a digital copy in AutoCAD 2018 or newer version of the entire construction project within 60 days of completion of the project. Submit using DD Form 250. Contractor shall provide the DD Form 1354 Transfer and Acceptance document.

5. Pre-Construction Meeting: Conduct a pre-construction meeting with the 49th, MDA, NEC, and DPW representatives to review the contractor’s schedule, quality control plan, submittals, to discuss any required coordination, the sediment control plan, issues and clarifications to arrange access, and to ensure the requirements are understood. The contractor should arrange for a site visit as the government does not guarantee initial site conditions.

6. Proposed Schedule:

6.1. The construction period is 180 days with winter exclusion after issuance of NTP. The NTP will be issued 10 days after the date the contract is awarded. The construcation period includes material procurement and equipment delivery times.

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6.2. A revised detailed schedule shall be submitted at the time of the preconstruction conference for approval. The schedule shall be in the form of a progress chart of suitable scale and in sufficient detail to indicate the percentage of work scheduled for completion at any given date during the period. The schedule shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, and other events and milestones as necessary.

7. Submittals: Submittals shall be accompanied by a completed ENG Form 4025-R;

incomplete submittals will be rejected without action pending completion. When directed, or as specified, the contractor shall provide information and/or submit samples of equipment and materials that the contractor contemplates incorporating in the work. All submittals shall be at the contractor’s expense. See submittal register for a detailed list. In addition to paper copies, all closeout submittals shall be submitted in searchable digital format on a single CD or DVD. If searchable documents are not available (in the case of handwritten reports) scanned .pdf files will be acceptable. Contractor may choose to submit the digital submittal disc after the paper copies have been approved. All items on any given submittal shall be restricted to a single CSI tech section (items on any given submittal shall not be from more than one CSI tech section). Submittals are required on the following products/materials for approval:

7.1. Submittals required with proposal:

Name, supervisor and qualifications of the Contractor QC Manager.

Names and qualifications of the Contractor QC personnel.

A probable sequence of events timeline to include long lead item delivery times and total job duration.

7.2. Submittals required prior to start of construction:

Paving Plan Sediment Control Plan Dig Permit Sub-contractor personnel list (POC with phone number) Criminal Background checks and personal information via DD Form 254 (DD forms found at www.apd.army.mil) shall be submitted via channels to the Security Manager for all contractor personnel, regardless of whether they are primes or subs, no exceptions

Shop drawings Submittal Register All finish material samples and/or product data Quality Control Plan Revised construction schedule to DPW contract management within five business days after receipt of a Notice to Proceed. Schedule format shall be Microsoft Projects or equal with the start date to be the same as the Notice to Proceed date. All schedule changes will be negotiated and approved through DPW contract management.

7.3. Submittals Required Prior To Final Inspection:

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Equipment parts list and vendors Record drawings shall be maintained daily. The redlined record drawings shall be open to the Government for inspection daily during the course of the project.

Copies of redlined record drawings shall be submitted prior to final inspection for use during the final inspection.

Record drawings and/or As-Built drawings – One (1) set of hard copies and one (1) CD

(Submit using DD Form 250)

8. Pre-final and Final Inspections:

8.1. Pre-Final/Final Inspection Request Notification: The contractor shall contact the government PM/QAR to schedule a pre-final/final inspection of the project after all work has been completed, and the site has been cleaned. The government PM/QAR will meet with the contractor on site to inspect the work. A request for final payment shall not be submitted by the contractor until after this inspection has been made, any punch list items have been corrected, and the project re-inspected.

8.2. Final Inspection and Acceptance: Final inspection and acceptance shall be conducted after the pre-final inspection punch list items are completed. The CQC representative compiles the pre-final punch list immediately after the work is completed. The Government’s QA representative will sign for completion documents up to 90% (all work completed and Beneficial Occupancy taken) and the Project Manager will sign the final 100% payment documents upon receipt of acceptable As-Built Drawings and any delayed work.

9. Site Maintenance:

9.1. Temporary Storage: The contractor and the Contracting Officer’s Representative will agree on temporary storage areas in the general location of the project. Request for proposed storage area shall be submitted with the proposal documents. The contractor shall be responsible for the safety, security, and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the contractor to store materials off the installation. Storage area locations and sizes will correlate with sediment control plan requirements.

9.2. The contractor shall keep the work area free of accumulation of waste materials. All trash shall be removed from the site on a daily basis.

9.3. Contractors shall provide temporary barriers as required to close roads, to separate construction and occupied areas and take measures to mitigate noise and air pollution during construction.

9.4. Large rocks and debris exposed through construction on this project shall be removed and the area shall be contoured to match existing grade.

9.5. Areas impacted by the installer’s construction (roads, sidewalks, parking lots, etc.)

shall be kept free of waste, debris, washout, etc. The installer shall clean any mud tracks built up on roads, raking lots, etc., and or any washouts within 24 hours of occurrence or as specified by the government’s QA representative.

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9.6. All vegetated surfaces around the construction areas which are left as bare soil shall be leveled and hydroseeded. Seed mix specifications can be found in the generic seeding spec attachment.

9.7. The Government’s QA representative will provide final approval of the road & site conditions following final clean-up by the contractor. A percentage of Final-Payment may be retained if cleanup requirements are not met and/or sediment and run-off control measures are not placed, removed, and/or addressed in a timely manner.

10. Utilities: Onsite utilities are not available at this site.

11. Attachments:

11.1. L-1 Basic Layout

11.2. S-1 Structural General Notes

11.3. S-2 Foundation Site Plan

11.4. S-3 Foundation Details

11.5. S-4 Foundation Details

11.6. S-5 Wall Construction Details

11.7. S-6 Wall Framing Details

11.8. C-1 Demo Details

11.9. C-2 Site Plan

11.10. C-3 Site Plan

11.11. C-4 Traffic Control

11.12. C-5 Guard Rail Details

11.13. C-6 Parking Lot

11.14. C-7 Bollards

11.15. A-1 Guard Booth Plans and Elevations

11.16. A-2 Guard Booth Floor Plan

11.17. A-3 Guard Booth Windows and Doors

11.18. E-1 Main Power Distribution

11.19. E-2 Electrical One-Line

11.20. E-3 Booth Electric Layout Plan

11.21. E-4 Flood Lighting Detail

11.22. E-6 Communications Distribution

11.23. E-7 General Communication Cabinet Layout

11.24. E-8 Communications One Line

11.25. STD 872-90-10: FE 7/8 Chain Link Security Fence Gate Details

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11.26. UFC-703 Chain Link Cantilevered Gate Details

11.27. Generic Seeding Spec

11.28. Submittal Register

11.29. Environmental Analysis

11.30. Environmental Provisions

11.31. FGA ISWMP

GENERAL NOTES:

1. Submit with cost proposal a probable sequence of events timeline to include long lead item delivery times and TOTAL JOB DURATION.

2. A schedule will be submitted, for approval or negotiation, to DPW Contract Management within five business days after receipt of a Notice to Proceed.

3. “Schedule format shall be Microsoft Projects or equal with the start date to be same as the Notice Proceed date.”

4. All schedule changes will be negotiated and approved through DPW Contract Management.

5. A pre-construction meeting with DPW personnel will be held to review the contractor’s schedule, quality control plan, submittals and discuss any required coordination, issues and clarifications.

6. Installed equipment, real property, and salvageable material will remain property of the

Government unless otherwise noted by Owner’s Representative.

7. Materials submittals will be delivered to DPW Contract Management for approval prior to use on job.

8. All materials used will be new and free of defects unless previously approved by DPW Contract

Management. All materials will be installed to Industry Standards in accordance with Manufacturers recommendations and instructions.

9. All work will comply with General Building Requirement UFC 1-200-01. Copies of UFCs can be found at http://dod.wbdg.org. Copies of Army Regulations (AR) can be found at www.apd.army.mil.

10. All work will comply with applicable state building codes; all work will comply with Federal, State, and Ft. Greely Environmental Regulations “which include Waste Management” (see FGA ISWMP, which a copy can be obtained by DPW Environmental).

11. The contractor shall comply with all state and local occupational safety and health requirements, and requirements of EM 385-1-1 US Army Corps of Engineers Safety and Health Requirements Manual. Copies of EMs and TMs can be found at www.apd.army.mil.

12. All work shall be performed in a skillful and skilled craftsman-like manner to current applicable industry standards. Work requiring certified craftsmen shall be performed by certified personnel.

Proof of such certification, training, or other qualifications shall be made available to the Government upon request. The Contractor shall pay all training and certification costs.

13. Contractor’s responsibilities include coordination with Doyon Utilities, the local utility provider, for any utility tie-ins to include water, waste water, steam and electrical distribution.

14. All new utility work shall be constructed according to Doyon Utilities (DU) construction standards.

DU construction standards can be found on their web site which is www.doyonutilities.com. Once on their web site, click on the plans and standards tab then scroll down until you find the category you are looking for. Any payment owed DU for new work or utility work that is part of the contract is between the contractor and DU including any repairs of contractor damaged utilities.

15. The contractor shall at all times keep the work area free of accumulation of waste materials. All trash shall be removed from the site on a daily basis.

16. Contractors shall provide temporary barriers as required to separate construction and occupied areas and take measures to mitigate noise and air pollution during construction.

17. Contractor’s responsibilities include following their government approved, corporate QC plan.

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18. Final inspection date is predicated upon completion of all contractors QC punch list items.

19. All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance. Government inspections and tests do not relieve the contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any terms or condition of the specification without the Contracting Officer’s written authorization.

20. Provide a manufacturer’s standard warranty or one year warranty (whichever is greater) from time of final acceptance by the Government, unless otherwise stated in the above portion under Scope of Work (SOW).

21. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements.

22. The Contractor is responsible for proper job site postings to include the DOL publication WH- 1321 (WHs found at www.dol.gov/esa) and applicable WD found in the Task Order.

23. The Contractor is responsible to ensure that sub-contractors submit properly completed SF- 1413s (SFs found at www.apd.army.mil) and certified payrolls.

24. The Contractor is responsible for keeping their own and sub’s certified payrolls filed for each special project to include all SF 1413’s, SF 1445’s and making them available on request by KO, COTR or QAE’s.

25. Include UFCs 4-010-01, 4-01-02 and 4-022-01 (as applicable) in the project as requirements for any new construction, renovation, design and/or build. See above electronic link for UFCs.

26. Criminal background checks and personal information via DD Form 254 (DD forms found at www.apd.army.mil) shall be submitted via channels to the Security Manager for all contractor personnel, regardless of whether they’re primes or subs, no exceptions.

27. The contractor shall be required to perform mandatory training for AT-OPSEC contract requirements. That includes AT Level 1 training, iWatch training, and OPSEC training. Any questions concerning ATOPSEC shall get a hold of ATO for FGA at 907-873-5032.

Coordinate with the undersigned for any further details:

Deborah Curtis Staff Engineer/Electrical, Contractor Wolf Creek Federal Services 907-873-4695

Reviewed & Approved by:

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X Clifford S. Baker DPW Chief Engineer, GS-13