SOO_Fiber_to_Core_4_Buildings__Complete_Version.pdf

STATEMENT OF OBJECTIVES – SOO

FOR

INSTALLATION OF MANHOLE/DUCT SYSTEM AND

FIBER OPTIC CABLES TO CORE 4 BUILDINGS

AT

MORON AB, ES

Prepared By

38 ES/ENIW

4064 Hilltop Road

Tinker AFB OK 73145-2713

7 April 2014

Moron AB, MH/DS and Fiber Optic Cable Installation In Core 4 Buildings

1.0 INTRODUCTION. This Statement of Objectives (SOO) defines the requirements for the contractor to Engineer, Furnish, Install and Test (EFI&T) new Manhole/Duct System and single mode fiber optic cable (FOC) to core 4 buildings at Moron AB, Spain. The cables shall be installed in the new/existing Manhole/Duct System identified in the SOO. 12 SM FOC will be run from ITN 160 to core 4 end buildings 107, 302, 303, 310, 311, 313, 314, and 320.

2.0 REQUIREMENTS.

2.1. General Requirements. The contractor shall provide all materials, transportation, labor, management and other incidentals necessary to EFI&T the requirements as stated in this SOO. All materials provided shall be new and not refurbished.

2.2. Base Support Requirements. The contractor must identify any base support requirements (for example, laydown and storage areas) necessary to complete this project.

2.3. The contractor shall restore all disturbed grounds, pavement, concrete, etc. to the “as found” condition or better after installation. Restoration shall be subject to final inspection and approval by the Base Civil Engineer (BCE) and/or any other authority having jurisdiction (AHJ). Restoration shall be IAW guidelines set forth by the AHJ.

2.4. Project Residue. For the installation, all residues from this project shall be disposed IAW host nation and base environmental laws and regulations.

3.0 COMMODITY REQUIREMENTS: The contractor shall engineer, furnish, and install the infrastructure as defined herein.

3.1. Converged Communications Requirements. “RESERVED”

3.2. Network Requirements. “RESERVED”

3.3. Electronic Systems Requirements. “RESERVED”

3.4. Distribution Systems General Requirements. The contractor shall install the distribution system infrastructure as defined herein.

3.4.1. Any distances provided in this SOO are approximations and should NOT be used for ordering materials or determining duct nor cable lengths.

3.4.2. The Contractor shall complete and process all permits required to complete the installation {for example, the digging permit, (AF IMT 103) and Base Civil Engineer Work Request (AF IMT 332) prior to any trenching/excavating or building, manhole or handhole modification}. AF IMT 103 and AF IMT 332 {and any other required permits (as determined by base Civil Engineering or the AHJ)} shall be submitted at in accordance with (IAW) local procedures.

3.4.3. The contractor shall coordinate with base agencies to ensure appropriate markings are placed over existing base infrastructure prior to digging or directional drilling and will take precautions to protect existing infrastructure. Contractor shall be responsible for costs associated with repair of any damages caused during installation when the infrastructure is clearly marked. Contractor is responsible for maintaining all markings.

3.4.4. The Contractor shall be responsible for any required trenching and/or boring necessary to lay the duct system. Contractor is also responsible for backfilling ditch lines and compaction of fill materials with appropriate compaction tools. Directional drilling will be used for major road crossings. Otherwise, crossing of paved surfaces may be performed by pavement cuts and resurfacing with appropriate matching road material. This does not prevent the Contractor from using directional drilling if it is more cost effective. Ducts will be appropriately protected when placed under paved surfaces.

3.4.5. New Manholes/Handholes. Manholes/Handholes shall be precast and designed to telecommunications industry standards (concrete compressive strength, reinforcing, rebar spacing, etc).

Manhole/Handhole and cover shall be capable of supporting AASHTO H-20 wheel loading. Precast manholes/handholes shall have manufacturer installed wall inserts for attaching cable rack hardware and predrilled duct entry holes [sealed with knockouts (configured for splayed conduit entry in end walls)] with duct terminators to accept 4-inch I.D. schedule 40 PVC conduit.

3.4.5.1. Handholes shall have minimum interior dimension of 4’ X 4’ X 4’ and be furnished with cable racks, a sump, pulling irons, and a grounding system. Handholes shall meet the requirements of TIA- 758-A, paragraph 4.2.2., and have covers cast with “COMMUNICATIONS” displayed on the outside.

3.4.6. Cable Racks and Cable Rack Supports. Cable racks shall be installed in new manholes and handholes as required. Splices shall not be supported by the cables that enter each end of the splice case.

The splices will be supported by cable hooks under the splice case. Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and splice cases. The cable hooks shall be secured using cable rack locking clips. All cables shall be supported using racking clips, cable racks, and cable hooks.

3.4.7. Underground Conduit Systems, Trade Size 4 Ducts.

3.4.7.1. Composition. The ducts shall be corrosion resistant and 4-inch inside diameter (ID) round or metric equivalent. The ducts shall be made of EPC-40 Polyvinyl Chloride (PVC) (Schedule 40) IAW NEMA TC-2; or EPC-80-PVC (Schedule 80) IAW NEMA TC-2; or high density polyethylene (HDPE) SIDR 11. Schedule 80 PVC shall be limited to risers. The ducts shall be appropriately labeled indicating the composition material. Ducts shall have a sleeve or bell end type coupling and shall be watertight when assembled.

3.4.7.2. Installation. Installation of underground concrete encase conduits/ducts, shall be IAW RUS Bulletin 1751F-643; RUS Bulletin 1753F-151. Ducts across roads, sidewalks, parking areas, or areas to be paved, etc. shall be installed a minimum of 36" below grade. In manholes with knockouts, ducts shall start at the bottom knockout, allowing for upward expansion in the manholes. All ducts not installed a cross roads, sidewalks, parking areas, or areas to be paved, etc. shall have a minimum of 36 inches ground cover, where possible. The Contractor shall provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved. Grading of ducts shall be accomplished IAW RUS Bulletin 1751F-643.

3.4.7.3. Calculating Volume of Backfill. The volume of concrete or granular backfill will vary with trench width and the degree of irregularity of the trench surface. Volumes given for each arrangement are for the minimum trench width consistent with the specified clearances. Volumes for sand or granular backfill should include an allowance for compaction. Concrete encasement will be required at bends using PVC conduit or where surface loads are in excess.

Typical concrete-encased conduit structure

Cubic Yards of Concrete Per 30.5 m (100.0 ft) of Trench

Trade Size 4 2 Conduit wide 3 Conduit wide 4 Conduit wide

2 conduit high 2.7 3.7 4.8

3 conduit high 3.7 5.0 6.4

4 conduit high 4.6 6.4 8.1

NOTE: To convert from cubic yards to cubic meters, multiply by 0.76.

3.4.7.4. Bends and Sealing. All bends between manholes/handholes shall be a minimum 40-foot radius with the sum of bends in all directions not exceeding a total of 90 degrees. Only one 90-degree bend shall be allowed between manholes/handholes. Ducts shall enter a manhole/handhole perpendicular to the surface of the wall through which it is entering and be seated in a duct terminator or have a bell end.

Conduit bends shall be smooth and have no kinks, wrinkles, deformities, etc. that would reduce the inside diameter of the conduit. All ducts/innerducts entering manholes/handholes must be sealed. Universal duct plugs, removable putty or a foam type sealant may be used. Upon completion of conduit sections, a test mandrel 6.3 mm (¼”) to12.7 mm ( ½”) less than the inside diameter of the conduit and should be from 152 mm (6”) to 305 mm (12”) in length shall be pulled through each duct to ensure proper alignment. In addition, all ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

3.4.7.5. Pull Rope. All contractor installed vacant ducts shall be provided with a waterproof corrosion resistant pull rope for future cable installation. The pull rope shall extend into the manhole and be secured to the cable rack or pulling iron.

3.4.7.6. Utility Separation. When communications ducts cross either power duct or buried power cable, maintain a minimum separation of 3 inches of concrete or 12 inches of well-tamped earth between the two or 12 inches of well tamped earth when parallel; for pipes (e.g., gas, water, oil) maintain 6 inches when crossing or 12 inches when parallel.

3.4.7.7. Spacers. Along the length of the duct run, if the ducts are installed by trenching, spacers shall be placed at an interval of four (4) spacers per 20 feet and cable warning tape shall be buried one (1) foot below the surface and shall follow the duct route. The tape shall be a minimum of three inches wide and orange in color with the appropriate warning message.

3.4.7.8. Tracer Wire. At least one duct will have tracer wire or be otherwise locatable from the surface.

All new tracer wire installed for this project needs to have a wire nut and label installed at all wire ends, and those wire ends secured but not connected to grounds. Approximately 18 inches of the tracer wire will be exposed; free from the conduit and capped (insulated). The tracer will be secured to the manhole wall and tagged with a label so indicating it as a “Duct Tracer Wire to xxx – Do Not Remove (where xxx is the other end of the wire).” Tracer wires will not be connected to any grounding system. Tracer wire shall be pulled back from building entrances until it is underground to prevent lightning damage.

3.4.8. Entrance Conduits into Existing Manholes. When new entrance conduits/ducts or sleeves are required, the Contractor shall bore and install the necessary holes and install the ducts or sleeves, if knockout doesn’t exist. Penetration shall not be in such a location through the wall as to block use of existing ducts in the manhole. New ducts will be a minimum of 18 inches from either the manhole floor or ceiling, if practical. Ducts and openings around ducts shall be sealed to prevent moisture from entering the manholes.

3.4.9. Building Penetrations. All wall penetrations, including inside buildings, shall be restored to meet the required base fire ratings.

3.4.10. Conduit Bends or Sweeps. Where a bend or sweep is placed in PVC nonmetallic duct bank between manholes, the duct bank must be encased in concrete with a minimum compressive strength of 17,225 kilopascal (kPa) [2500 pounds per square inch (psi)].

3.4.11. Labeling. The contractor shall label all equipment and cables they install in accordance with ANSI/TIA/EIA-606-A and as directed by the base communications organization. New ducts shall be permanently labeled on the wall of each building/manhole indicating the connecting building/manhole at the other end of the duct (for example, “To MH-200”).

3.4.12. Bonding. Shield bonding connectors, bond bars, braids, ribbons, clamps, etc., shall be provided to maintain cable shield continuity at splices and at ground connections. Bonding connectors shall be provided IAW RUS Bulletin 1753F-803 (PE-33). Shields shall be grounded and continuous throughout the cable distribution system.

3.4.13. Cable Terminations. Fiber optic cables shall be terminated by being fusion spliced to pigtails with SC connectors. Intermediate cable splices should be minimized, and consist of fusion splices in a high quality re-enterable splice case. A dry type encapsulant shall be used to seal fiber splice cases.

3.4.14. Fiber Optic Cable Patch Panel. Shall be provided in wall interconnect centers and standard 19 inch equipment rack mounted versions with appropriate interface barrels to terminate fiber optic cables.

3.4.15. Equipment Cabinets. New equipment cabinet shall be installed to replace the removed cabinet/racks and to support the new cable to be installed. However, existing equipment cabinet can be re-used if appropriate. New cabinet shall be lockable. Coordinate with 496 ABS/SCX for exact rack position.

Floor mounted equipment racks shall be bolted securely to the floor using four (4) fasteners appropriate for use in concrete. Equipment rack shall be positioned and installed to allow a minimum clearance of 36 inches in the front and back and 30 inch clearance on the sides. In narrow or crowded Communication Closets, equipment racks may be mounted adjacent to a wall on one side; front and back clearance shall remain 36 inches. Wall mounted cabinets shall be secured using appropriate mounting hardware and methods suitable for anchoring cabinets to walls to support weight loads of installed hardware. Equipment racks shall be equipped with wire management panels on top and bottom of each panel. Ground all racks and cabinets IAW NFPA 70 NEC, MIL-STD 188-124B and TIA/EIA-607 requirements. Power for all communications rooms will be L6-30 and will be fed from available junction box in the room.

3.4.16. Installation. This section describes the baseline installation requirements. The sequence of installation is at the contractor’s discretion. Furnish and install the following:

• Bldg. 160 – Bldg. 302 (Reference Sketch 1):

o Install two (2) new Handhole 4’x4’x51” on locations as shown on Sketch 1 MH-Noncore

1 and MH-Noncore 2 respectively.

o Install two (2) each 4” Schedule 40 PVC ducts - concrete encased - between MH-69 and

MH-New1, MH-New2, and MH-New3. approx. 640 feet.

o Install two (2) each 4” Schedule 40 PVC ducts - concrete encased - between MH-New3, MH-Noncore 1 and MH-Noncore 2. approx. 865 feet.

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore 2 to Bldg 302. approx.

100 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 302. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install 1 each of 3x3 maxcell innerducts in one of the vacant 4” ducts from V160 to MH- Noncore 1. Transition to install four (4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore2 to Bldg 302.

o Install one 12-str FOC from ITN 160 to Bldg. 302 using one of the Maxcell and 1” innerduct.

o In Bldg. 160 install one each 96 port FOC patch panel in the existing equipment rack. In Bldg. 302, install one each 12 port FOC patch panel in the equipment rack. Terminate the 12-str to the FOC patch panel at both ends using fusion splice to pigtails with SC connectors. Coordinate with 496 ABS/SCX for exact rack position to install the FOC patch panels.

160<---> 302

12 strands SM

From TO Distance

(Ft) Splice case Patch panels

SC

Connector

ITN 160 V160 100 1-96 port PP 12

V160 MH69 50

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 2 315 MH-Noncore 2 Bldg 302 100 1 -12 port PP 12 Total 1675 1-12 ports PP 24

• Bldg. 160 – Bldg. 303 (Reference Sketch 1):

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore 2 to Bldg 303.

approx. 200 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 303. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install four (4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore2 to Bldg 303.

o Install one 12-str FOC from ITN 160 to Bldg. 303 using one of the Maxcell and 1” innerduct.

o In Bldg. 303, install one each 12 port FOC patch panel in the Comm. cabinet. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to pigtails with SC connectors. Coordinate with 496 ABS/SCX for exact rack position to install the FOC patch panel.

160<---> 303

From TO Distance (Ft) Splice case Patch panels SC Connector

ITN 160 V160 100

V160 MH69 50

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 2 315 MH-Noncore 2 Bldg 303 200 1 -12 port PP 12

Total 1775 1-12 ports PP 24

• Bldg. 160 – Bldg. 107 (Reference Sketch 1):

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore 1 to Bldg 107.

approx. 200 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 107. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install four(4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore1 to Bldg 107.

o Install one 12-str FOC from ITN 160 to Bldg. 107 using one of the Maxcell and 1” innerduct.

o In Bldg. 107, Install one each 12 port FOC patch panel in the Comm. cabinet.

Coordinate with 496 ABS/SCX for exact rack position. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to pigtails with SC connectors.

160<---> 107 12 strands SM

From TO Distance (Ft) Splice case Patch panels SC Connector

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 Bldg 107 200 1 -12 port PP 12 Total 1460 1-12 ports PP 24

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M t!1

M H

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M t!1

M t!1

M J!

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M t!2

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MH-Noncore 1

MH-Noncore 2

Sketch 1: Cable route from ITN 160 to Bldg 302, Bldg 303, and Bldg 107

• Bldg. 160 – Bldg. 320 (Reference Sketch 1 and 2):

o Install one (1) new Handhole 4’x4’x51” on locations MH-Noncore 3 as shown on Sketch

2.

o Install two (2) each 4” Schedule 40 PVC ducts - concrete encased - between MH-

Noncore 1 and MH-Noncore 3. approx. 465 feet.

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore 3 to Bldg 320. approx.

200 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 320. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install 1 each of 3x3 maxcell innerducts in one of the vacant 4” ducts from MH-Noncore 2 to MH-Noncore 3. Transition to install four (4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore3 to Bldg 320.

o Install one 12-str FOC from ITN 160 to Bldg. 320 using one of the Maxcell and 1” innerduct.

o In Bldg. 320, install one each 12 port FOC patch panel in the Comm. cabinet. This patch panel shall be installed in the existing rack. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to pigtails with SC connectors.

Coordinate with 496 ABS/SCX for exact rack position to install the FOC patch panel.

160<---> 320

From TO Distance (Ft) Splice case Patch panels SC Connector

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 3 465 MH-Noncore 3 Bldg 320 100 1 -12 port PP 12

Total 1825 1-12 ports PP 24

See Drawing Bldg 160 - 302

Sketch 2: Cable route from ITN 160 to Bldg 320

• Bldg. 160 – Bldg. 314 (Reference Sketch 1, 2 and 3)::

o Install one (1) new Handhole 4’x4’x51” on locations MH-Noncore 4 as shown on Sketch 3.

o Install two (2) each 4” Schedule 40 PVC ducts - concrete encased - between MH- Noncore 3 and MH-Noncore 4. approx. 550 feet.

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore 4 to Bldg 314. approx.

100 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 314. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install 1 each of 3x3 maxcell innerducts in one of the vacant 4” ducts from MH-Noncore 3 to MH-Noncore 4. Transition to install four (4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore4 to Bldg 314.

o Install one 12-str FOC from ITN 160 to Bldg. 314 using one of the Maxcell and 1” innerduct.

o In Bldg. 314, install one each 12 port FOC patch panel in the Comm. cabinet. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to

160<---> 314

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 3 465 MH-Noncore 3 MH-Noncore 4 550 1 -12 port PP 12

MH-Noncore Bldg 314 100

Total 2375 1-12 ports

PP 24

• Bldg. 160 – Bldg. 313:

o Install one (1) new Handhole 4’x4’x51” on locations MH-Noncore 5 as shown on Sketch 3.

o Install two (2) each 4” Schedule 40 PVC ducts - concrete encased - between MH- Noncore 4 and MH-Noncore 5. approx. 450 feet.

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore 5 to Bldg 313. approx.

100 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 313. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install 1 each of 3x3 maxcell innerducts in one of the vacant 4” ducts from MH- Noncore4 to MH-Noncore5. Transition to install four (4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore5 to Bldg 313.

o Install one 12-str FOC from ITN 160 to Bldg. 313 using one of the Maxcell and 1” innerduct.

o In Bldg. 313, Install one each 12 port FOC patch panel in the Comm. cabinet.

Coordinate with 496 ABS/SCX for exact rack position. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to pigtails with SC connectors.

o 160<---> 313

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 3 465 MH-Noncore 3 MH-Noncore 4 550 MH-Noncore 4 MH-Noncore 5 450

MH-Noncore 5 Bldg 313 100 1 -12 port PP 12 Total 2825 1-12 ports PP 24

I F

Bldg 160 - 320

Sketch 3: Cable route from ITN 160 to Bldg 314 and Bldg 313

• Bldg. 160 – Bldg. 311:

o Install one (1) new Handhole 4’x4’x51” on locations MH-Noncore 6 as shown on Sketch 4.

o Install two (2) each 4” Schedule 40 PVC ducts - concrete encased - between MH- Noncore5 and MH-Noncore6. approx. 470 feet.

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore6 to Bldg 311. approx.

100 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 311. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install 1 each of 3x3 maxcell innerducts in one of the vacant 4” ducts from MH- Noncore5 to MH-Noncore6. Transition to install four (4) each 1” innerducts in one of the vacant 4” ducts from MH Noncore6 to Bldg 311.

o Install one 12-str FOC from ITN 160 to Bldg. 311 using one of the Maxcell and 1” innerduct.

o In Bldg. 311, Install one each 12 port FOC patch panel in the Comm. cabinet. Coordinate with 496 ABS/SCX for exact rack position. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to pigtails with SC connectors.

o 160<---> 311

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 3 465 MH-Noncore 3 MH-Noncore 4 550

MH-Noncore 4 MH-Noncore 5 450 MH-Noncore 5 MH-Noncore 6 470

MH-Noncore 6 Bldg 311 100 1 -12 port PP 12 Total 3295 1-12 ports PP 24

• Bldg. 160 – Bldg. 310:

o Install two (2) each 4” Schedule 40 PVC ducts from MH-Noncore6 to Bldg 310. approx.

100 feet. Terminate the 2-4” conduits in a new NEMA 4 X enclosures mounted on the exterior wall of Bldg 310. Coordinate with 496 ABS/SCX for exact height and location where the NEMA 4X enclosure will be mounted.

o Install four (4) each 1” innerducts in one of the vacant 4” ducts from MH-Noncore6 to Bldg 310.

o Install one 12-str FOC from ITN 160 to Bldg. 310 using one of the Maxcell and 1” innerduct.

o In Bldg. 310, install one each 12 port FOC patch panel in the Comm. cabinet. Terminate the 12-str to the FOC patch panel using fusion splice to pigtails with SC connectors. In Bdlg. 160 terminate the 12-str on the 96 port FOC patch panel using fusion splice to

160<---> 310

MH-69 MH-New 1 120

MH-New 1 MH-New 2 155 MH-New 2 MH-65 30

MH-65 MH-New 3 285 MH-New 3 MH-Noncore 1 550

MH-Noncore 1 MH-Noncore 3 465 MH-Noncore 3 MH-Noncore 4 550 MH-Noncore 4 MH-Noncore 5 450

MH-Noncore 5 MH-Noncore 6 470 MH-Noncore 6 Bldg 310 100

Total 3295 1-12 ports PP 12

Bldg 160 - 314

Sketch 4: Cable route from ITN 160 to Bldg 311 and Bldg 310

4.0 MANAGEMENT.

4.1. Schedule. The contractor shall provide a complete milestone schedule that denotes major activities to include time-phased start and completion dates for this project and sub-projects associated with the installation of the components and systems. (CDRL A002)

4.2. Project Manager on Site. The contractor shall provide a full time, on-site Project Manager (PM) to oversee all facets of the infrastructure and outside cable plant tasks.

4.3. General Personnel Requirements: The Program Manager, Site POC, and respective alternate(s) shall be able to read, write, speak, and understand general English.

4.4. Quality Assurance Evaluator. The contractor shall provide quality assurance support for the entire life of the project. This support shall assist the government representative in performing random spot checks and in performing the system acceptance tests. They shall be responsible for identifying system and outside plant deficiencies and/or discrepancies throughout the life of the project and for three months from the date of final acceptance. Every two weeks, a report (soft copy) will be submitted to the government Project Manager indicating project progress/statuses and listings any deficiencies/discrepancies found and actions to correct them. (CDRL A003)

4.5. The contractor shall remain in compliance with all county and base security and safety laws, regulations, policies, and requirements. See attachment 4 for additional requirements by base CE - General Conditions.

4.6. At day’s end, the contractor shall remove all debris and surplus materials from the work place.

Equipment and materials required to complete the work effort may remain on site as long as they are organized/stored in a manner that does not cause a safety hazard.

4.7. Base Civil Engineering Work Clearance Requests. The contractor shall obtain a Base Civil Engineering Work Clearance Request, AF Form 103, prior to any trenching or digging. The contractor shall obtain an approved Base Civil Engineering Work Request, AF Form 332, prior to any facility, manhole, or hand-hole modification. The contractor shall trench, excavate, confined space entry, confined space atmospheric testing/forced air ventilation, and mark and barricade open trenches IAW OSHA standards, any local procedures, and other provisions of this contract. See attachment 4 for additional requirements by base CE - General Conditions.

4.8. Environmental Management. The contractor shall comply with the most stringent environmental country and local laws & regulations and Air Force policies, instructions, & plans. The federal Government is not exempt from compliance with environmental regulations. The installer shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Moron AB.

4.9. Integrated Product Team (IPT). The contractor shall chair an IPT meeting consisting of contractor representatives, the Contracting Officer, and representatives of the 496 ABS/SCX. The purpose of this meeting is to discuss project progress, problems being encountered, and other discussions necessary/beneficial to ensure success and timely completion of the Task Order. (CDRL A004)

4.10. The contractor shall schedule a final project walk-through of all work completed prior to close out with the government Project Manager. This should be scheduled at least 72 hours prior to the event.

5.0 DELIVERABLES.

5.1. List of Deliverables. All deliverables are subject to Government acceptance and approval. They shall meet professional standards and the requirements set forth in this Task Order. All deliverables shall be produced using recommended software tools/versions as accepted by the Government. The Contractor shall submit the following deliverables:

5.2. Cutover Plan: The Contractor shall provide a detailed cutover plan IAW CDRL A006 to delineate how the transition will be implemented. This plan should outline how the system will be placed into service and clearly specify how the newly installed systems will connect to the existing base systems

IAW CDRL A006.

5.3. Test Plan: The contractor shall provide a test plan of the installation covering all aspects of the installation and demonstrate the acceptability of the work on meeting the government requirement. The contractor shall perform all tests and document results of tests with government witnesses overseeing the Acceptance testing IAW CDRLs A005 and A006.

5.4. As-Built Drawings: The contractor shall provide as-built drawings for the installed equipment to include where and how they connect/interface with each other and existing base systems IAW CDRL A001.

5.4.1. As-Built Documentation in CVC. The Contractor shall provide as-built documentation (shape files) of all new installed MHDS components and new cable components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system. Reference SOO Attachment 3, Generic SOO Drawing Supplemental Information. The government is responsible for providing the Contractor with a copy of the installation’s most current GeoBase Common Installation Picture (CIP), and current CVC drawings of the areas of interest. The government will review the shape files in CVC and transcribe the information to the CVC system. (CDRL A001)

5.4.2. Butterfly Drawings. Butterfly and building penetration drawing information listed on the Butterfly drawing examples in Attachments 1 & 2 at the end of this document will be recorded for all new installations and submitted in an easily read electronic format such as PDF. Scanned data sheets or legible sketches are acceptable if the listed information is provided. (CDRL A001)

5.4.3. Photographs. Digital photographs of new cable in manholes/handholes and at the building penetrations shall be provided, showing which ducts are used by the installation. Photos of the fiber optic patch panels shall also be provided. The photographs shall be clearly labeled with the manhole/handhole or building, and directional orientation. (CDRL A001)

5.5. Training: “RESERVED”

CDRL Data Item Title A001 As Built A002 Work Schedule A003 Status Report A004 Meeting Minutes A005 Test Report A006 Test Plan

5.6. Testing Requirements: The Contractor shall furnish all test equipment and personnel required to conduct testing. During any testing phase, the Government reserves the right to perform any of the contractor performed inspections and tests to assure results conform to requirements. The contractor shall record all inspections and tests as they are accomplished and make all test sheets/results available for review as tests are completed. The contractor shall notify 496 ABS/SCX at least one working day prior to any testing and shall make available all testing standards and criteria used to accomplish testing. All testing shall be IAW commonly accepted industry standards for the type and length of cable being tested and the type of test being conducted. Electronic copies of the OTDR traces shall be included in the test report for optical fiber cable. The contractor is required to locate/repair any testing irregularities if caused by the installation. The contractor shall provide test reports. (CDRL A005)

5.6.1. New Optical Fiber Cable.

5.6.1.1. Pre-Installation Tests. The contractor shall test all fibers of all new fiber optic cable for discontinuities, attenuation and length of cable on the reel. It is expected that the cable(s) will be delivered defect-free from the manufacturer. 496 ABS/SCX shall be allowed to review the test reports prior to the installation of any new fiber optic cable.

5.6.1.2. Post-Installation Tests. Tests shall be accomplished to ensure the installed cable is within industry-accepted parameters for the cable type and length being tested and the test being conducted. As a minimum, the contractor shall test all fibers of all new optical fiber cables for discontinuities, attenuation and length of cable after termination. All fibers shall be defect free. Optical attenuation tests shall be accomplished at both 1310nm and 1550nm to ensure the installed cable is within industry-accepted parameters for the cable type and length being tested. The bi-directional optical power meter and light source method shall be used to perform this test. The contractor shall calculate the estimated power budget using industry-accepted parameters for the cable type, length, splices, and components (connectors, etc.) being tested. The fiber shall be tested, using an optical time domain reflectometer (OTDR), to determine the installed cable length between FODP’s. The pass/fail criterion is met when the OTDR results show no anomalies, unexpected reflections or losses and the fiber attenuation is less than the maximum allowable attenuation value as calculated. Contractor is required to locate and clear anomalies or defects if caused by the installation. Note: For fibers that end in a manhole or handhole (not spliced), only one direction (from point of origin) OTDR testing is required.

6.0 WARRANTY.

Contracting officer will identify to the Contractor all warranty requirements.

7.0 PERFORMANCE.

7.1. Period of Performance. “RESERVED”

7.2. Place of Performance. The place of performance is Moron AB, ES.

7.3. Hours of Work. The Contractor shall routinely work during normal operating hours of Moron AB.

Monday through Friday, excluding United States or host nation observed holidays. Any site work requested by the Contractor to be performed outside of normal duty hours shall be coordinated with the 496 ABS/SCX at least 3 working days in advance. The Contracting Officer shall be notified in advance if there is any cost impact for this work.

8.0 GOVERNMENT FURNISHED EQUIPMENT/INFORMATION/ACCESS/STANDARDS.

8.1. The contractor shall comply with all base installation standards. The contractor shall comply with all applicable and current government and/or commercial codes and standards to include the following:

NUMBER TITLE

ANSI/EIA-310-D Cabinets, Racks, Panels, and Associated Equipment TIA-568-B Commercial Building Telecommunications (568B-1, 568B-2, 568B-3) Cabling Standard TIA-569-B Commercial Building Standard for Telecommunications

Pathways and Spaces TIA-606-A Administration Standard for the Telecommunications

Infrastructure of Commercial Buildings TIA-758–A Customer-owned Outside Plant Telecommunication

Infrastructure Standard J-STD-607–A Commercial Building Grounding (Earthing) and

Bonding Requirements for Telecommunications BICSI TDM Manual Building Industries Consulting Services International

Telecommunications Distribution Methods (TDM) Manual

BICSI OPDRM Outside Plant Design Reference Manual

NEMA TC 2-1998 Electrical Polyvinyl Chloride (PVC) Tubing and Conduit

NFPA 70 National Electric Code OSHA CFR 29 Part 1910-268 - Telecommunications REA TE&CM 643 Form 515C Rural Electrification Administration (REA) REA TE&CM 701/PC-5A Rural Electrification Administration (REA) RUS Bulletin 1751F-640 Design of Buried Plant-Physical Consideration RUS Bulletin 1751F-641 Construction of Buried Plant RUS Bulletin 1751F-643 Underground Plant Design RUS Bulletin 1751F-644 Underground Plant Construction

RUS Telecommunications Engineering And Construction Manual (TE&CM) 451.2

Shield Continuity

RUS Bulletin 345-150 (515a) Specifications and Drawings for Construction of Direct Buried Plant

RUS Bulletin 345-152 (515d) Specifications and Drawings for Underground Cable Installation

RUS Bulletin 345-54 (PE-52) Specification for Telephone Cable Splicing Connectors RUS Bulletin 345-65 (PE-33) Specification for Shield Bonding Connectors RUS Bulletin 345-72 (PE-74) Specification for Filled Splice Closures TIA/EIA-526-7-(2002) Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant Attachment 4 Moron AB Base CE - General Conditions

The contractor shall obtain and comply with any other applicable standards not identified above that would be required to meet industry standards.

8.2. Traffic control. In the event base vehicular traffic is to be disrupted by contractor activities, the contractor shall make appropriate notifications to inform base personnel of the planned disruptions.

9.0 SECURITY.

Stated work and associated products shall be performed at the UNCLASSIFIED level. However, when access to classified areas may be required, selected personnel who install network equipment, test network equipment and cutover network equipment may be required to obtain a minimum of DoD Secret Security Clearance. Escorts may be required, as some work will be performed in secure facilities. It is the Government’s responsibility to provide escorts.

Base access procedure: Base access rules are dictated by the Spanish Base Commander as per the SOFA through he's Security Squadron. The information listed below is required to grant access to the base. If required by the base, the Contractor shall provide identification badges for their employees. All Contractor personnel shall wear these badges while on duty on the Government site. The badges shall identify the individual, company name, and be clearly and distinctly marked as Contractor and be in accordance with base regulations.

For a Spanish national to access the installation to do some work or delivery of items:

• Letter from the requesting authority including:

• Name of the company

• Reason/purpose of the visit

• Date/s of the visit

• Name of the visitor/s and DNI (Spanish ID) number, if visit is longer than one month we need photocopy of the document attached to request letter

• Responsible POC rank/name and telephone number

• Escort rank/name and telephone number, visitor must be escorted at all times to include entry/exiting the installation

• SPAF Security normally request two full working days in advance to process the request.

Once approved it is sent to Main Gate.

For a US or Third Country National contractor to access the installation to work/delivery/meetings etc.:

• The POC on this Base will need to provide the contractor with ODC package (included on attachment) for the contractor to fill up all requested fields and to acquire an insurance from any of the companies listed on document in the request package, once all done contractor need to send package back to the POC on Base and the POC will send it to ODC Madrid to:

Mr. Domingo Casal ODC Spain Personnel Clearance eucom.stuttgart.ecj5.mbx.odc-spain-clearances@mail.mil 34+ 91 549 1072

• Please be advice that for the clearance to be approved by the Spanish side of ODC Madrid they need a lead time of 21 days as a minimum, if you take the time to read the package it is self-explanatory.

• Once it is approved by the Spanish section it will be sent to the U.S. section and Mr.

Domingo Casal will send Pass and ID the approved request, we will notify the POC that the request has been approved and we will work the access through SPAF Security.

Requirement Overall Route i t - -...I ( ..._..._ I ..._ ..._

I ..._

I I

I I

I I

I I

I

V-160 MH-69

MH New1

MH New2 MH-65

MH New3

MH-63

MH-62

MH-60

MH New4

MH-57

MH-54

South Area

North Area

Attachment 1, Butterfly Drawing Example

Attachment 2

Attachment 3

Generic SOO Drawing Supplemental Information

1.0 General. The Contractor shall use GPS technology to locate and collect data on outside plant infrastructure features and communications pathways that are installed or modified as a result to the Contractor’s installation work. Outside plant features include manholes, vaults, handholes, pedestals, underground cables, terminals etc. The communications pathways include duct routes and communication pathway entry points on building exterior walls that lead to interior building entry terminals, etc. The Contractor shall convert the GPS data to an ESRI Shape file set suitable for the Government to load the file and transcribe information from the Shape file into the CVC database.

1.1 GPS Data Collection Requirement.

1.1.1 GPS Accuracy Standards. The Contractor shall use GPS to determine the horizontal position of communications outside plant infrastructure and communications pathways features in accordance with the Federal Geographic Data Committee (FGDC)-STD-007.4-2002. FGDC publications are downloadable from the website: http://www.fgdc.gov/.

1.1.2 GPS Accuracy of Feature Locations. Each outside plant infrastructure feature and communications pathway requiring geospatial coordinates shall be located to within one meter of its true ground position, in the horizontal plane, with a 95% spatial accuracy confidence level as defined in FGDC-STD-007.3-1998 (Refer to paragraph 1.2.2.for documentation requirements) . Geospatial coordinates for the location of manholes and cable vaults shall be recorded for the center of the manhole lid. Geospatial coordinates for the location of handholes and pullboxes shall be recorded for the top center of the feature. Geospatial coordinate data for the location of communication pathways lines shall be recorded at a minimum every 50 feet and coordinates for points along the pathway and at each turn or bend in a cable installation pathway must also be collected and recorded so that the coordinates for any point along the pathway will fall within the allowable accuracy.

1.1.3 GPS Data Format. The Contractor shall format the data dictionary in the GPS data loggers by using the entity naming convention, attribute fields and domain values as specified in Table A. GPS data loggers shall be set up to record and export the GPS Data Collector Setup properties listed in Table B.

1.2 Geospatial Data Requirements .

1.2.1 Shape Files. The GPS collected outside plant infrastructure features and communications pathways attribute, metadata, and location information shall be converted to, stored, and submitted in Environmental Systems Research Institute (ESRI) Shape File format. Each shape file set shall contain all the files that make up the general shape file, i.e., “.shp”, “.shx”, “.dbf”, etc. along with the specified metadata file. Each shape file set shall have a geospatial reference (.prj) file included that specifies the parameters of the spatial reference system. Also, the.dbf component of the shape file set shall contain the Table A entities, attributes, and domain values for communication features and the GPS Data Collector Setup Properties listed in Table B.

1.2.1 Metadata. For each set of outside plant infrastructure features and communications pathways data using GPS, the Contractor shall complete all metadata elements marked mandatory as defined by the FGDC–STD-001-1998. Metadata shall be formatted and stored as an XML document that is compatible with the submitted shape files.

http://www.fgdc.gov/

1.2.2 Accuracy Worksheets. Calculation worksheets showing compliance with the National Standard for Spatial Data Accuracy (NSSDA) statement at the 95% confidence level, as required by paragraph 1.1.2, shall be submitted as an Excel (.xlsx) file. Examples of the Horizontal Accuracy Statistical Worksheet are given in FGDC-STD-007.3-1998, Appendix 3-B (informative) Horizontal Accuracy Computations, Tables 1 and 2. FGDC-STD-007.3-1998. The standard can be downloaded from a FGDC website: http://www.fgdc.gov/.

1.2.3 Data Compatibility with GeoBase Common Installation Picture. Geospatial Shape file data shall overlay on the installation’s most current GeoBase Common Installation Picture (CIP) provided by the Government in Shape File Format. The collected data will incorporate the datum and the coordinate and projection system of the Moron AB CIP.

1.2.4 Quality Control. The Contractor shall utilize a topology build and clean routine and professional standards to assure the outside plant infrastructure features and communications pathways data for the submitted Shape files have:

a. no erroneous overshoots, undershoots, dangles or intersections in the line work;

b. features snapped where applicable (for example, GPS_Path_Segment snapped to GPS_Manhole

c. continuous lines, with no pseudo-nodes ( Nodes should only exist where the attributes of a line change);

d. no sliver polygons;

e. all polygons completely closed and have a single unique centroid;

f. digital representation of the common boundaries for all graphic features that is coincident, regardless of feature layer.

1.3 Submittal of Deliverables. Shape files, metadata XML files, the quality control report and the calculation worksheets validating the NSSDA accuracy statement shall be submitted on CD-ROM storage media in accordance with the SOO. Government representatives must verify that Shape files graphics and data tables can be visualized in CVC prior to project closeout.

2.0 Applicable Documents and Standards. The following documents are hereby incorporated by reference. The Contractor shall comply with these documents during the performance of the contract requirements.

FGDC-STD-001-1998 - Content Standard for Digital Geospatial Metadata FGDC-STD-007.3-1998 - Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy FGDC-STD-007.4-2002 - Geospatial Positioning Accuracy Standards Part 4: Standards for Architecture, Engineering, Construction (A/E/C) and Facilities Management The contractor shall obtain and comply with any other applicable manuals not identified above that would be required to meet industry standards.

http://www.fgdc.gov/

TABLE A

Entities, Attributes, and Domain Values for Recording Required

Communication Feature Data

(BASIC COMM PATH TEMPLATE)

A.1 Feature Attributes for Comm-Path Entities.

A.1.1 GPS_MANHOLE.

A.1.1.1 Definition. An enclosed structure (manhole, handhole and pullbox). A butterfly layout is used that shows the floor and walls flattened out so that duct openings can be drawn on the walls. This must be represented as one polygon (one row in the table). The point is used to show the center of the manhole/handhole cover.

A.1.1.2 Geometry type. Site (Point) A.1.1.3 Attributes:

Column Name

SDSFIE

Common

Name Description Data

Type Use Domain Table

NAME Identifier Name

The standard identifier name (e.g. MH-19).

Char(20) Required

MH_TYPE_D A description for the type of manhole.

Char(16 Required Recommended

D_MHTYP

MH_MAT_D Discriminator References D_COSTRM table. Used to describe the material composition of the manhole.

Char(16) Required D_COSTRM

FLOOR_ELEV Floor Elevation Dimension

The height (or depth) of the bottom of the manhole measured from grade. (inches)

Real Required

RIM_ELEV Rim Elevation Dimension

The height of the top of the rim of the manhole measured from grade.(inches)

Real Required

DISPOSTN_D Disposition Code

The status of the subject item (e.g., permanent, temporary, proposed, abandoned, etc.), from lists or entered from field inspections.

Char(16) Required D_DPOBJ

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually

be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

Real Required

A.1.2 GPS_VAULT.

A.1.2.1 Definition. An enclosed structure in a facility used for cable entrance.

A.1.2.2 Geometry type. Site (Point) A.1.2.3 Attributes:

Column Name

SDSFIE

Common

Name Description Data

Type Use Domain Table

NAME Identifier Name

The standard identifier name (I.e. V-19).

Char(20) Required

VLT_MAT_D Vault Material Code

Discriminator References D_COSTRM table. Used to describe the material composition of the vault.

Char(16) Required D_COSTRM

DISPOSTN_D Disposition Code

The status of the subject item (e.g., permanent, temporary, proposed, abandoned, etc.), from lists or entered from field inspections.

Char(16) Required D_DPOBJ

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d. in meters, +/- of where the feature may actually be. For example, if you are using GPS and it’s only accurate to 1 meter, put a 1 in this field.

A.1.3 GPS_PEDESTAL.

A.1.3.1 Definition. An aboveground, enclosed structure that provides access to buried plant and a place to house splices, terminals, etc.

A.1.3.2 Geometry type. Site (Point).

A.1.3.3 Attributes:

Column Name

SDSFIE

Common

Name Description Data

Type Use Domain Table

NAME Identifier Name

The standard identifier name (i.e.

PED-19).

Char(20) Required

TYPE_D Type Code A description for the type of pedestal.

Char(16) Required D_COPED

MODEL_NO The model number of the pedestal Char(16) Required TERMINAL_D Terminal

Existence Code

A Boolean indicating the presence of a terminal (Y/N).

Char(16) Required D_BOOLEN

BONDED_D Bonded Code A Boolean indicating whether the pedestal is bonded. (Y/N).

Char(16) Required D_BOOLEN

DISPOSTN_D Disposition Code

The status of the subject item (e.g., permanent, temporary, proposed, Char(16) Required D_DPOBJ

Column Name

SDSFIE

Common

Name Description Data

Type Use Domain Table abandoned, etc.), from lists or entered from field inspections.

MAPSRC_D Map Source Discriminator

DISCRIMINATOR - Used to indicate the source of data for the spatial position of this graphic.

Char(16) Required D_DATSRC

MAPACU Spatial Accuracy in Meters

Describes the spatial accuracy of mapsrc_d.