13-1075_Specifications.pdf

SPECIFICATIONS

FOR

INCIRLIK AIR BASE, TURKEY

RECOMMENDED FOR APPROVAL BY

CHIEF OF ENGINEERING DESIGN

CONTRACTING OFFICER

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 40 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 45 00.00 20 CONSTRUCTION QUALITY CONTROL

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 50 02.00 10 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 78 02.00 10 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 20 01.00 10 CONCRETE REINFORCEMENT

03 30 04 CONCRETE FOR MINOR STRUCTURES

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 AGGREGATE SURFACE COURSE

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 71 02.00 20 UNDERGROUND TRANSMISSION AND DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00.00 40

SUMMARY OF WORK

06/06

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project consists of providing the labor, equipment, and materials as shown on the Contract Documents.

The work includes but not limited to the following;

The intent of the project is to construct a MH/Duct system infrastructure as shown on the project drawings and a fiber optic cable (FOC) installation (as seen Sketch 1,Sketch 2 & Sketch 3 in SOO (Attachment1) below) for several facilities in Incirlik Air Base.

The aim of the project is to provide all required Electrical and Civil construction works to accomplish the work. The work items of the scope of work mainly include the followings:

Manhole(MH)/Handhole(HH)/Duct/Inner duct/FOC installation:

1. Construct / Install new Handholes (HH), approximately 800 feet apart, west of existing Pull Box (PB) 6000. Locations are indicated on the drawings.

2. Construct / Install new Handholes, approximately 800 feet apart, east of existing PB6021. Approximate locations shall be as shown on the drawings.

3. Construction and installation of 2x4" concrete encased schedule 40 conduits and 4x1" innerducts in new conduits as shown on the drawings and GRSC conduits, NEMA boxes, FODPs,FOC cables installation through existing and new MH/Duct system and cable terminations c/w associated accessories as shown in SOO (Attachment 1). See project drawings for MH/Duct system infrastructure details and SOO (Attachment1) for FOC installation details.

The contract drawings, which accompany this specification and SOO (Attachment 1) in this specification are part of the Contract Documents.

1.2 EXISTING WORK

Protect existing vegetation, structures, equipment, utilities, pavement and improvements.

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.2.1 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered udring scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.2.2 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests Utility Connection Requests Welding Permits

1.4 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO TITLE

T1 1 OF 15 TITLE SHEET / PROJECT INDEX

GC1 2 OF 15 GENERAL NOTES

C1 3 OF 15 MISCELLANEOUS DETAILS

E1 4 OF 15 NOTES AND LEGEND

E2 5 OF 15 NEW SITE PLAN

E3 6 OF 15 LOCATION PLAN-1

E4 7 OF 15 LOCATION PLANS- 2, 3, 4 & 5

E5 8 OF 15 LOCATION PLANS- 6, 7, 8 & 9

E6 9 OF 15 INNER DUCT AND FIBER OPTIC CABLE ROUTE PLAN

E7 10 OF 15 INNER DUCT AND FIBER OPTIC CABLE DIAGRAM

E8 11 OF 15 HANDHOLE AND PULLBOX PLAN AND DETAILS-1

E9 12 OF 15 HANDHOLE AND PULLBOX DETAILS-2

E11 13 OF 15 DETAILS-3

E10 14 OF 15 ENLARGED PLAN AND DETAILS-4

E12 15 OF 15 PHASING PLAN

A CD copy of contract drawings, maps, blank cost estimates, and specifications will be furnished to the Contractor without charge.

Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.5 WORK RESCHEDULING

Contractor shall allow for delays where construction activity is prohibitive. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work shall be from 07:30 a.m. to 16:30 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.5.1 WEATHER DELAYS

The performance period listed in the contract does not include expected weather delays. The expected weather delays will be added when Contruction Notice to Proceed is issued using the chart below.

Historical Average Rain Days - Incirlik AB, Turkey (1973-2003)

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec #Days GE 0.01 9 9 9 8 6 3 1 1 2 5 6 10

Prior to issuing the notice proceed, the above chart will be used to determine the historical average number of rain days during the performance period. Then the Government and Contractor will agree on the expected total days of weather delays based on the total days of expected rain and taking into account weather impact to this type of project and rain days that will occur on non-working days. When the Contruction Notice to Proceed is issued, the performance period will include the original performance period plus plus the number of work days expected to be impacted by weather.

In order for the contract to be extended for severe weather, the contractor must demonstrate that the total actual rain days during the project has exceeded the total historical average rain days for the project period which was determined prior to Construction Notice to Proceed.

1.5.2 WORK IN RESTRICTED AREAS

Contractors performing work in restricted areas will encounter temporary delays and full exclusion days due to mission requirements.

The contractor should prepare their proposals and schedules with the expectation that there will be 8.5 work days of delays for every 50 scheduled calendar days during the total contract period. The Contractor will also experience shorter work hours due to access requirements in the morning and evening.

1.6 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 GOVERNMENT FURNISHED PROPERTY: NOT USED

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. [Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.]

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.8.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE

Welding Permits Daily from Fire Department

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

1.10 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK: NOT USED

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

ATTACHMENT 1

STATEMENT OF OBJECTIVES (SOO)

1.0. INTRODUCTION.

This Statement of Objectives (SOO) defines the requirement for the Contractor to engineer, furnish, install, and test (EFI&T) a fiber optic cable and infrastructure with associated Manhole and Conduit System (MHCS) to replace the current copper infrastructure for all Air Traffic Control and Landing System (ATCALS) flight line sensors at Incirlik AB, Turkey.

2.0. SPECIFIC TASKS AND REQUIREMENTS.

2.1. General Requirements. The Contractor shall provide all equipment, tools, materials, supplies, transportation, labor, supervision, management, and other incidentals necessary to EFI&T the requirements as stated in this SOO. No material shall be provided by the Government.

2.2. Restoration. The Contractor shall restore all disturbed grounds to the “as found” condition or better after installation.

2.3. Project Residue. The Contractor shall dispose of all residues from this project off base and IAW local and base environmental laws and regulations.

2.4. Outside Plant General Requirements. Contractor personnel must coordinate with 39 CS to obtain required confined spaces training. The Contractor shall be responsible for pumping water out of manholes. Water from manholes shall be pumped into the base sewer system unless it is not available; then it may be pumped out onto the surrounding ground, as long as there is no impact to roads, driveways, or vehicle traffic. There are no known contaminants within any manholes.

2.4.1. Any distances provided in this SOO are approximations and should NOT be used for ordering materials or determining conduit lengths.

2.4.2. The Contractor shall complete and process all permits (e.g. AF Form 103, Base Civil Engineering Work Clearance Request) required for completing the installation.

2.4.3. The Contractor shall be responsible for any trenching and/or boring necessary to lay the conduit 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. Conduits will be appropriately protected when placed under paved surfaces.

2.4.4. The Contractor shall coordinate with base agencies to ensure markings are placed over existing base infrastructure prior to digging or directional drilling and will take precautions to protect existing infrastructure. Contractor will be responsible for costs associated with repair of any damages caused during installation when the infrastructure is clearly marked. The AF Form 103 (digging permit) shall be submitted through Civil Engineering 20 working days in advance of digging activities. Contractor is responsible for maintaining all markings.

2.4.5. Base Support Requirements. The Contractor shall identify in their proposal any base support requirements (for example, laydown and storage areas) necessary to complete this project.

2.4.6. New Handholes. New handholes require an American Association of State Highway and Transportation Officials (AASHTO) rating of H-20. Handholes shall have 1.2mx1.2mx1.2m minimum interior dimensions, meet the requirements of TIA/EIA-758-A, paragraph 4.2.2., and have covers cast with “COMMUNICATIONS” displayed on the outside.

2.4.7. Cable Racks and Cable Rack Supports. Cable racks shall be installed in new handholes.

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.

2.5. Underground Conduit Systems.

2.5.1. Composition. All conduits and rollpipe shall be corrosion resistant and 1.25 or 4-inch inside diameter (I.D.) round or metric equivalent. The conduits shall be made of EPC-40 Polyvinyl Chloride (PVC) (Schedule 40) IAW National Electrical Manufacturers Association (NEMA) TC-2. Schedule 80 PVC shall be limited to risers. The conduits shall be appropriately labeled indicating the composition material. Conduits shall have a bell end type coupling and shall be watertight when assembled.

2.5.2. Installation. Installation of underground conduits shall be IAW RUS Bulletin 1751F-643;

RUS Bulletin 1753F-151; and T.O 31W3-10-22. Conduits across roads, sidewalks, parking areas, or areas to be paved, etc. shall be installed a minimum of 36" below grade. In manholes with knockouts, new conduits shall be installed starting at the bottom knockout, allowing for upward expansion in the manholes. All conduits not installed across roads, sidewalks, parking areas, or areas to be paved, etc. shall have a minimum of 36 inches ground cover, where possible. Grading of conduits shall be accomplished IAW RUS Bulletin 1751F-

643. All new conduits will be concrete encased.

2.5.3. Bends and Sealing. All bends between manholes/handhole 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. Conduits shall have bell ends and enter a manhole perpendicular to the surface of the wall through which it is entering. All conduits/innerduct entering manholes must be sealed. Universal conduit plugs or removable putty sealants may be used. Upon completion of conduit sections, a test mandrel ¼” (6.4mm) smaller than the inside diameter of the conduit shall be pulled through two diagonally opposite conduits to ensure proper alignment. In addition, all conduits shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.5.4. Pull Rope. All vacant conduits (or conduits with a single innerduct) 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, etc.

2.5.6. Utility Separation. When communications conduits cross either power conduit 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.

2.5.7. Spacers and Tracer Wire. Along the length of the conduit run, if the conduits are installed by trenching, spacers shall be placed at 5-foot intervals and cable warning tape shall be buried one (1) foot below the surface and shall follow the conduit route. The tape shall be a minimum of three inches wide and orange in color with the appropriate warning message.

At least one conduit/innerducts shall have a tracer wire. All The new tracer wire will be label and left coiled up at the pull box entering building or at the last MH/HH entering building.

2.5.8. Entrance Conduits into Existing Manholes. When new entrance conduits or sleeves are required, the Contractor shall bore and install the necessary holes and install the conduits or sleeves, if there are no existing knockouts. Penetration shall not be in such a location through the wall as to block use of existing conduits in the manhole. New conduits will be a minimum of 18 inches from either the manhole floor or ceiling, if practical. The minimum bending radius for entry conduit/conduits shall be no less than 10 times the inside diameter of the conduit.

Conduits and openings around conduits shall be sealed to prevent moisture from entering the manholes.

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

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

2.5.11. Labeling. The Contractor shall label all equipment and cables they install in accordance with ANSI/TIA/EIA-606-A-2002 and as directed by the base communications organization.

New conduits shall be permanently labeled on the wall of each building/manhole indicating the connecting building/manhole at the other end of the conduit (for example, “To MH-200”).

There is a specific color for FOC at Incirlik AB, coordinate 39 CS PM for additional information.

2.5.12. Cable Terminations. Fiber optic cables shall be terminated on new fiber optic distribution panels (FODP) at each location by being fusion spliced to pigtails with SC connectors.

2.5.13. Closures for Cable Splicing in Manholes/handhole. 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. The closures shall be made of stainless steel material and have adequate strength to protect the splice and maintain cable shield electrical continuity in the below ground environment. The splice case shall be mounted, secured and supported by the cable support rack in MHs/HHs. The fiber cables have to be racked. The Government QAE inspector shall have the opportunity to inspect the inside of the splice case before closure pressure testing and encapsulation is performed.

2.5.14. Maintenance Loops. The Contractor shall provide 50 feet of cable in the maintenance loop in a coil in the first manhole/handhole, out/in and from/to a building, if practical (manhole/handhole congestion may be a consideration for placing the loop somewhere else).

At a splice, either in a manhole/handhole or in a building, provide 50 feet of cable as a maintenance loop for each cable entering/exiting a splice closure (or splice housing inside/outside a building). Maintenance loops in MH/HH shall be stored in a vertical position and shall be supported by two cable hooks. Cable hooks are to be positioned so the highest one supports the underside of the top of the coil and the bottom hook supports the underside of the bottom of the coil.

2.5.15. Handhole (HH) Number. The handhole shall be identifiable by a number which shall be stenciled (on the frame, collar, or underside of the handhole full-opening cover, etc.) in a location that shall be visible from outside the manhole/handhole. Coordinate with base 39 CS/SCOW office for HH numbering system.

2.5.16. Handhole Security. All new HH will have lockable cover. Coordinate base 39 CE for HH security specification.

3.0. O u t s i d e Plant Installation.

This section describes the general outside plant installation.

3.1. New Manhole Conduit System (MHCS) and Infrastructure: Reference sketches -2 & -3 and project no: LJYC. 13-1075, “Install Infrastructure for FOC to ATCALS Facilities” drawings for installation detail on MH/HH/PB/Conduits.

3.1.1. Install two new 4-inch conduits between existing MH6025 and MH6026 (approximately 30 feet).

3.1.2. Install two new 4-inch conduits from existing PB6000 to existing HH2607, through the proposed new HHs (6057, 6058, 6059 and 6060). Approximate distance is 3,500 feet.

3.1.3. Install two new 4-inch conduits from existing PB6021 to existing HH6042. Approximate distance 400 feet.

3.1.4. Install two new 4-inch conduits from existing MH2605 to existing ASM HH2246.

Approximate distance 350 feet.

3.1.5. At the weather sensors tower, FMQ-19 (B2182B, East) and FMQ-19 (B2182A, West), install two weatherproof NEMA boxes (one each) to support future FOC termination. (Picture in sketch-15 shows an example of a NEMA box).

3.1.6. Control Tower-B526 (5th floor, ETVS Room): Reference sketch 4. There is an existing backboard (4ftx8ft) right above a computer desk, with plenty of space available. Use the existing cable ladder and the existing cable entrance to the room to install/pull the new FOC thru. (Note: The computer desk will be relocated/removed by government personnel).

3.1.7. FMQ-19, B2182A (West): Reference sketch-5. Install one new 4-inch conduit from existing HH6040 to a new PB by FMQ-19, B2182A (West). Approximate distance 200 feet.

Install 4-inch PVC conduit from the new PB to the FMQ pad. Transition to 2-inch galvanized pipe to the NEMA box. Approximate distance 500 feet.

3.1.8. FMQ-19, B2182B (East): Reference sketch-6. Install one new 4-inch conduit from existing PB6000 to a new Pull Box (PB) by FMQ-19, B2182B (East). Approximate distance 200 feet. Install 4-inch PVC conduit from the new PB to the FMQ pad. Transition to 2-inch galvanized pipe to the NEMA box. Approximate distance 500 feet.

3.1.9. Glide Slope-05, B2181: Reference sketch 7. There are two metal pull boxes (PB) inside and outside the Glide slope shelter (B2181) where communication cables enter and exit the shelter. They are connected by a conduit like opening. The outside PB has conduits running down to a HH; located right below it in the ground. The HH is connected to existing HH6050 and has conduit space available for the new cable installation. The existing conduits that go from outside PB to the HH have space available for new FOC. Use the existing openings between the outside and inside PBs to pull the new FOC thru to inside building.

Inside the shelter, at the top right of the opposite wall from the cable entrance wall, install a new 3/4”-inch backboard (3ft x 4ft fire retardant plywood). Use Closed Blind Rivnuts (anchor type) to mount the board to the wall. Drill holes thru the inside shelter wall only to install the anchors. Use Closed Blind Rivnuts type to fasten/mount conduits and flex pipes also.

WARNING: Do not drill thru the outside wall of the shelter. Drill thru the inside wall only.

Coordinate with the 39th CS and the ATCALS offices on base for more information and further direction.

Drill a 3/4 inch hole at the top of the inside PB to pull the fiber thru. The opening will be used to pull the new FOC through. Run the fiber in a flex conduit to the backboard installed above.

3.1.10. Glide Slope-23, B2185: Reference sketch 8. There are two metal pull boxes (PB) inside and outside the Glide slope shelter (B2185) where communication cables enter and exit the shelter. They are connected by a conduit like opening. The outside PB has conduits running down to a HH; located right below it in the ground. The HH is connected to existing MH6045 and has conduit space available for the new cable installation. However, the existing conduits that go from outside PB to the HH are full. Contractor shall drill new hole in the bottom of the PB and install a new 2-inch galvanized iron pipe (GIP) from the bottom side of the PB to the HH similar to the existing ones, secure the new pipe. This new pipe will be used to run the new FOC thru. Use the existing openings between the outside and inside PBs to pull the new FOC thru to inside building.

Inside the shelter, at the top right of the opposite wall from the cable entrance wall, install a new 3/4”-inch backboard (3ft x 4ft fire retardant plywood). Use Closed Blind Rivnuts (anchor type) to mount the board to the wall. Drill holes thru the inside shelter wall only to install the anchors. Use Closed Blind Rivnuts type to fasten/mount conduits and flex pipes also.

WARNING: Do not drill thru the outside wall of the shelter. Drill thru the inside wall only.

Coordinate with the 39th CS and the ATCALS offices on base for more information and further direction.

Drill a 3/4 inch hole at the top of the inside PB to pull the fiber thru. The opening will be used to pull the new FOC through. Run the fiber in a flex conduit to the backboard installed above.

3.1.11. Localizer-05 (B2180): Reference sketch 9. There are two metal pull boxes (PB) inside and outside the Localizer shelter (B2180) where communication cables enter and exit the shelter. They are connected by a conduit like opening. The outside PB has conduits running down to a HH; located right below it in the ground. The HH is connected to existing MH2610 and has conduit space available for the new cable installation. However, the existing conduits that go from outside PB to the HH are full. Contractor shall drill new hole in the bottom of the PB and install a new 2-inch galvanized iron pipe (GIP) from the bottom side of the PB to the HH similar to the existing ones. This new pipe will be used to run the new FOC thru. Use the existing openings between the outside and inside PBs to pull the new FOC thru to inside building.

Inside the shelter, at the opposite wall from the cable entrance wall at the top right, install a new 3/4”-inch backboard (3ft x 4ft fire retardant plywood). Use Closed Blind Rivnuts (anchor type) to mount the board to the wall. Drill holes thru the inside shelter wall only to install the anchors. Use Closed Blind Rivnuts type to fasten/mount conduits and flex pipes also.

WARNING: Do not drill thru the outside wall of the shelter. Drill thru the inside wall only.

Coordinate with the 39th CS and the ATCALS offices on base for more information and further direction.

Drill a 3/4 inch hole at the top of the inside PB to pull the fiber thru. The opening will be used to pull the new FOC through. Run the fiber in a flex conduit to the backboard installed above.

3.1.12. Localizer-23 (B2179): Reference sketch 10. There are two metal pull boxes (PB) inside and outside the Localizer shelter (B2181) where communication cables enter and exit the shelter. They are connected by a conduit like opening. The outside PB has conduits running down to a HH; located right below it in the ground. The HH is connected to existing HH6056 and has conduit space available for the new cable installation. The existing conduits that go from outside PB to the HH have space available for new FOC. Use the existing openings between the outside and inside PBs to pull the new FOC thru to inside building.

Inside the shelter, at the opposite wall from the cable entrance wall at the top right, install a new 3/4”-inch backboard (3ft x 4ft fire retardant plywood). Use Closed Blind Rivnuts (anchor type) to mount the board to the wall. Drill holes thru the inside shelter wall only to install the anchors. Use Closed Blind Rivnuts type to fasten/mount conduits and flex pipes also.

WARNING: Do not drill thru the outside wall of the shelter. Drill thru the inside wall only.

Coordinate with the 39th CS (Comm Sq) and the 39th SCOA (ATCALS) offices on base for more information and further direction.

Drill a 3/4 inch hole at the top of the inside PB to pull the fiber thru. The opening will be used to pull the new FOC through. Run the fiber in a flex conduit to the backboard installed above.

3.1.13. GTAR (B682): Reference sketch 11. There are four 4-inch existing conduits from GTAR building to existing HH2012. Two of these conduits have 100 pair copper cable. Use one of these conduits to run the new FOC. First install two 1-inch innerducts, then use one of the innerduct to install the new FOC. Inside the radio room, install an equipment cabinet as indicated on the sketch. Mount the cabinet to the floor and ground the cabinet.

3.1.14. RAPCON-B526 Communication Room (Room B128): Reference sketch 12. Install a new 19-inch lockable cabinet at the location indicated on the sketch. Mount the cabinet to the floor and ground the cabinet. Use the existing new cable entrance opening to pull the new cable to inside communication room.

3.1.15. TACAN (B2550): Reference sketch 13. There is an existing 4-inch conduit on the outside wall with an existing copper cable which goes to MH2000. Install three new 1-inch innerducts inside this conduit; use one of the innerducts to install the new FOC.

3.1.16. RAPCON-B526 Equipment Room (B123): Reference sketch 14. Install a new 19-inch lockable cabinet at the location indicated on the sketch. Mount the cabinet to the floor and ground the new cabinet. Use the existing cable entrance opening to pull the new cable to inside building. Run the cable under the raised floor to the cabinet. (Note: There is an existing black Interrogator Group Cabinet. The base is to relocate this cabinet).

Note: For installation detailed on the infrastructure, such as MH/HH/PB/Conduits and NEMA box refer to Project No: LJYC. 13-1075, “Install Infrastructure for FOC to ATCALS Facilities” drawings.

3.2. Install corrugated innerduct at the following location.

3.2.1. Install four 1-inch innerducts from RAPCON (B526) to MH6007A using an existing conduit through MHs 6029, 6028, 6027, 6026, 6025, 6024, 6023 and 6022. Approximate distance 1,000 feet.

3.2.2. Install four 1-inch innerducts from MH6007A to PB6000 using an existing conduit, through PBs 6005, 6004, 6003, 6003, 6002 and 6001. Approximate distance 2,000 feet.

3.2.3. Install four 1-inch innerducts from existing PB6000 to HH2607 using a new conduit, through new HHs 6057, 6058, 6059, 6060. Approximate distance 3,600 feet.

3.2.4. Install four 1-inch innerducts from existing HH2605 to existing HH2246ASM use one of the two new 4-inch conduits. Approximate distance 500 feet.

3.2.5. Install four 1-inch innerducts from existing HH2246ASM existing HH2000 using an existing 4-inch conduits. Approximate distance 4,000 feet

3.2.6. Install one 1-inch innerduct from HH2000 to TACAN (B2550). Approximate distance 200 feet.

3.2.7. Install four 1-inch innerducts from HH2607 to MH6045 (using existing conduit), through HHs 2608, 2609, 2610, and MHs 6033, 6034, 6035, 6036, 6037, 6038, 6039, 6040, 6041, 6042, 6043, 6044 and 6045. Approximate distance 6,000 feet.

3.2.8. Install four 1-inch innerducts from MH6007A to HH6042 using an existing conduit, through PBs 6007, 6008, 6009, 6010, 6011, 6012, 6013, 6014, 6015, 6016, 6017, 6018, 6019, 6020 and 6021. Approximate distance 5,000 feet.

3.2.9. Install three 1-inch innerducts from existing HH6040 to new PB by FMQ-19, B2181A West. Approximate distance 500 feet.

3.2.10 Install three 1-inch innerducts from existing PB6000 to new PB by FMQ-19, B2181B East. Approximate distance 500 feet.

3.2.11. Install three 1-inch innerducts using an existing conduit from existing MH6044 to Glide Slope-05 (B2181). Approximate distance 500 feet.

3.2.12. Install three 1-inch innerducts using an existing conduit from existing HH6050 to Localizer-23 (B2179). Approximate distance 500 feet.

3.2.13. Install three 1-inch innerducts using one of the new conduits installed between MH6025 and MH6026 earlier.

3.3. Install Single Mode (SM), Fiber Optic Cable (FOC) according to the following table:

From To Through Number of Strands

Approx.

Distance

(ft)

RAPCON

(B526) Rm B128

**Control Tower th floor

(B526)

Existing duct between them 12-St Riser FO cable

Unknown

RAPCON

(B526) Rm B128

FMQ 19 Server Location Rm 128

Cable Ladder and above false ceiling 12-St in house cable

(see sketch 12)

Unknown

RAPCON RAPCON Equipment Under the raised floor 24-St, SM Unknown

(B526) Rm B128

Rm (B123) (see sketch 14)

RAPCON

(B526) Rm B128

MH6007A Existing MHs: 6029, 6028, 6027, 6026, 6025, 6024, 6023, 6022

60 1200

*MH6007A HH6042 PBs: 6007, 6008, 6009, 6010, 6011, 6012, 6013, 6014, 6015, 6016, 6017, 6018, 6019, 6020, 6021

18 6000

*HH6042 FMQ-19 (West), B2182A

New PB 6 300

*^ HH6042 Glide Slope-05 (B2181)

MH6043 and HH6044 6 800

*^ HH6042 Localizer-23 (B2179)

MH6043, HH6044, MH6045,

MH6046, HH6047, HH6048, MH6049

and HH6050

6 3300

* MH6007A *HH2607 PB, 6006, 6005, 6004, 6003, 6002,

6001, 6000 and new HHs: 6057, 6058, 6059 and 6060

36 3500

*PB6000 FMQ-19 (East), B2182B

36 St splice case in PB6000 6 1000

*HH2607 GATR (B682) HHs: 2606, 2605, 2604, MH2011, MH2012

(see sketch 11)

*HH2607 TACAN (B2550) HHs: 2606, 2605, HHS: 2246ASM, 2246ASMA, 2246ASMB, 2003, 2002, 6 5500

*HH2607 Localizer-05 (B2180)

HHs: 2608, 2609, 2610 6 1000

*HH2607 Glide Slope-23 (B2185)

HHs: 2608, 2609, 2610; MHs: 6033, 6034, 6035, 6036, 6037, 6038, 6039, 6040, 6041, 6042, 6043, 6044, 6045

6 6500

^ Run the two cables in the same innerduct, if possible without damaging the cables. If it is not possible, use separate innerduct.

* Splice locations.

At MH6007A: Install a 72-strand splice case and splice the following: 60-St (coming from the RAPCON) to 18-St going towards HH6040 and 36-St going towards HH2607.

At PB6000: Install a 36 -strand splice case and splice the following: 6-St going to FMQ-19, East, B2182B; and 36-St FOC, going towards new HH6057.

At HH2607: Install a 36 strand splice case and splice the following: 12-St going to GTAR, B682, 6-St going to TACAN, B2550, 6-St going to Localizer-05, B2180 and 6-St going to Glide Slope, B2185.

3.4. Installation of Fiber Optic Distribution Panel (FODP) and termination of the new FOC.

3.4.1. Control Tower-B526 (5th floor, ETVS Room): Reference sketch 4. Install a new 6 port wall mounted FODP on the existing backboard as shown on the sketch. Use the existing cable ladder (if necessary) and the existing cable entrance to the room to run/pull the new FOC thru.

3.4.2. FMQ-19, B2182A (West): Reference Sketch-5. Install a new six port FODP inside the NEMA box (installed under this project) and terminate the new FOC inside the new FODP.

3.4.3. FMQ-19, B2182B (East): Reference Sketch-6. Install a new six port FODP inside the NEMA box (installed under this project) and terminate the new FOC inside the new FODP.

3.4.4. Glide Slope-05, B2181: Reference to sketch 7. Install a new six port FODP on the new backboard installed under this project and terminate the new FOC in the new FODP.

3.4.5. Glide Slope-23, B2185: Reference sketch 8. Install a new six port FODP on the new backboard installed under this project and terminate the new FOC in the new FODP.

3.4.6. Localizer-05 (B2180): Reference sketch 9. Install a new six port FODP on the new backboard installed under this project and terminate the new FOC in the new FODP.

3.4.7. Localizer-23 (B2179): Reference sketch 10. Install a new six port FODP on the new backboard installed under this project and terminate the new FOC in the new FODP.

3.4.8. GTAR (B682): Reference sketch 11. In the radio room, install a new 12 port FODP at the top of the cabinet installed earlier. Terminate the new FOC to the new FODP.

3.4.9. RAPCON-B526 Communication Room (Room B128): Reference sketch 12. Install a new 60 port FODP at the top of the new lockable cabinet installed under this project. Terminate the new 60 strand cable (going to sensors and GTAR) to the new FODP. Install a new 24 port FODP right below the 60 port FODP installed above and terminate the new 24 strand cable going to RAPCON equipment room (B123). Install a new 12 port FODP right blow the 24 port FODP and terminate the new 12 strand cable going to Weather Station/Ops Area (Rm-112).

Install a new 12 port FODP right below the 12 port FODP and terminate the new 12 strand cable going to Control Tower, B526, 5th floor, ETVS room.

3.4.10. TACAN (B2550): Reference sketch 13. Install a new six port FODP on the existing white board and terminate the new FOC in the new FODP.

3.4.11. RAPCON-B526 Equipment Room (Room B123): Reference sketch 14. Install a 24 port FODP at the top of the new lockable cabinet installed under this project. Terminate the 24 St FOC coming from the communication room (B128) to the FODP. Run the cable below the raised floor.

3.4.12. Weather/Ops Room: Reference Sketch 16. Install a 2ftx2ft ¾ in fire retardant plywood board as indicated on the sketch. Install a new 12 strand wall mounted FODP on the board.

Terminate the 12 strand cable in the FODP.

Notes:

For infrastructure installation details, refer to Project No: LJYC. 13-1075, “Install Infrastructure for FOC to ATCALS Facilities” drawings.

All new FOC will be installed inside the innerducts (new or existing)

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.

4.2. Project Manager (PM). The Contractor shall provide a PM and alternate(s) responsible for contract performance and continuity. The Contractor shall identify the PM’s/alternate’s range of authority to act for the Contractor relating to daily contract operations. PM assigned to this project shall be electrical engineer has a minimum of five years experience on communication systems including cabling and infrastructure works

4.3. Project Site Point of Contact (POC). The Contractor shall designate a POC and alternate(s) who shall be on site during duty hours until project completion. The Site POC shall be the interface with the Government for all work site communications pertaining to contract performance. The PM and Site POC may be the same person.

4.4. Quality Assurance Evaluator. The Contractor shall provide a Quality Assurance Evaluator (QAE) for the entire life of the project. The QAE shall assist the Government representative in performing random spot checks and system acceptance tests. The QAE shall be responsible for identifying system and outside plant deficiencies and/or discrepancies throughout the life of the project. The QAE and Site POC may be the same person.

4.5. General Personnel Requirements. The PM, Site POC, and QAE, as well as their alternates, shall be able to read, write, speak, and understand English.

4.6. Contractor Identification. Contractor employees shall identify themselves as Contractor personnel by introducing themselves or being introduced as Contractor personnel and by displaying badges or other visible identification for meetings with Government personnel. In addition, Contractor personnel shall appropriately identify themselves as Contractor employees in telephone conversations and in formal and informal written correspondence.

4.7. Compliance. The Contractor shall comply with all Incirlik AB security and safety laws, regulations, policies, and requirements.

4.8. Work Area(s). 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.

4.9. Environmental Management. The Contractor and their subcontractors shall comply with the most stringent environmental Air Force policies, instructions, and plans. The federal Government is not exempt from compliance with environmental regulations. The Contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Incirlik AB.

4.9.1. Hazardous Materials, Environmental and Other Local Requirements. The Contractor shall meet with appropriate local environmental and civil engineering offices prior to the commencement of work.

4.9.2. Disposal/Reporting. The Contractor shall comply with local procedures concerning the use, disposal, or reporting of hazardous materials.

4.9.3. Hazardous Material Identification. The Contractor shall submit Material Safety Data Sheets (MSDS) IAW FAR Clause 52.457-3 for any hazardous materials (paints, solvents, cleaners, encapsulating compound, etc.) to be used in performance of the contract. The Contractor shall file the MSDS(s) with the Base Environmental Management Office (BEMO) prior to using hazardous material.

4.9.4. Environmental Assessment. The Contractor shall ensure that any required environmental assessments have been accomplished and that any problems identified have been resolved before beginning work. The Contractor shall immediately notify the Contracting Officer if an environmental assessment has not been accomplished.

5.1. Redline Drawings. The Contractor shall submit red line drawings showing the “as built” configuration within 30 calendar days of completion of work. The base communications squadron will provide baseline drawings. The Contractor shall provide three sets of in place drawings (hard and soft) in accordance with (IAW) the distribution list. Hard copies shall be red-lined markups to existing baseline drawings. Soft copies shall be in an easily read electronic format such as pdf.

5.2. Geospatial Deliverables. The Contractor shall record geospatial data for all new installed MHDS components and provide shape files compatible with the CIPS Visualization Component (CVC).

Preparatory to collecting GPS data, the Contractor shall prepare and submit accuracy worksheets.

Detailed requirements for the accuracy worksheets and geospatial data are contained in Attachments 2-3 of this SOO. The Government will review submitted shape files in CVC and transcribe the information to the CVC system.

6.0. TESTING

6.1. The Contractor shall test and inspect all systems solutions to ensure the technical adequacy and accuracy of all work, including reports and other documents required in support of that work. The Contractor shall conduct on-site testing IAW the Original Equipment Manufacturer’s installation manuals, practices and the appropriate vendor’s test procedures. The Contractor shall participate with the Government in testing the complete communications system. When any system, subsystem, component or requirement test fails to meet the requirements of the test, Government acceptance and payment will be withheld until such time as the cause of the failure is corrected to the Government’s satisfaction. After appropriate corrective action has been taken, all test including those previously completed related to the failed test and the corrective action shall be repeated and successfully completed prior to Government acceptance.

6.2. The Contractor shall furnish all test equipment and personnel to conduct required testing.

The Contractor shall document all test results in a “Test Report(s)” and submit to the Government.

The Government reserves the right to perform any of the Contractor performed inspections and tests to assure solutions conform to prescribed requirements. The Contractor shall provide on-site support during the acceptance testing. The Test Report(s) shall be provided to the Government no later than 10 days after test(s) have been completed.

6.3. In-progress Tests.

6.3.1. Excavations. All excavations shall be inspected for compliance with applicable installation and safety directives, and installation plan procedures. After material is placed, the Contractor shall inspect and document the installation prior to backfilling. In addition, the designated Government representative shall be allowed to inspect the installation prior to backfilling.

6.3.2. Splices. All splices shall be tested for cable faults and splicing errors as they are

5.0 DELIVERABLES

completed. All cable faults and/or splicing errors detected shall be corrected after the completion of each splice point test and prior to sealing the closure. The Contractor's QAE and the designated Government representative shall inspect all splices prior to sealing the closure. If, for any reason, moisture contaminates a splice, all modules and/or connectors shall be replaced and the entire splice retested.

6.3.3. Fiber Optic Tests. All strands of all fiber optic cables shall be tested in accordance with TIA 526-7-(2002) Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant, or equivalent. As a minimum, the following tests shall be performed. Both Optical Time Domain Reflectometer (OTDR) and Optical Power Meter tests will be used for all end-to-end circuits.

6.3.3.1. Optical Attenuation. End to end attenuation tests shall be conduct on all fiber optic cable strands. Tests shall be accomplished to ensure the installed cable is within the specified parameters.

6.3.3.2 Distance. Test to determine the installed cable length between optical patch panels. All strands of all fiber optic cables shall be tested.

7.0. STANDARDS

7.1. As appropriate, the installation shall comply with all commercial codes and standards to include the following:

OSHA CFR 29 Part 1910-268 - (1988) Telecommunications REA TE&CM 701/PC-5A - Rural Electrification Administration (REA) NEMA TC 2-1998 – Electrical Polyvinyl Chloride (PVC) Tubing and Conduit ANSI/EIA-310-D - Cabinets, Racks, Panels, and Associated Equipment TIA/EIA-526-7-(2002) Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant ANSI/TIA/EIA-568-B – (2001) Commercial Building Telecommunications (568B-1, 568B-2, 568B-3) Cabling Standard ANSI/TIA/EIA-569-B - (2004) Commercial Building Standard for Telecommunications Pathways and Spaces ANSI/TIA/EIA-606-A – (2002) Administration Standard for the Telecommunications Infrastructure of Commercial Buildings ANSI-J-STD-607 – A (2002) Commercial Building Grounding (Earthling) and Bonding Requirements for Telecommunications

ANSI/TIA/EIA-758 –A (2004) Customer-owned Outside Plant Telecommunication Infrastructure Standard BICSI TDM Manual - (2006, 11 th

Edition) Building

Industries Consulting Services International Telecommunications Distribution Methods (TDM) Manual 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 Telecommunications Engineering Shield Continuity and Construction Manual (TE&CM) 451.2 RUS Bulletin 345-72 (PE-74) - RUS Specification for Filled Splice Closures 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 National Electrical Manufacturers Association (NEMA) TC 2-1998 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit NFPA 70 - (2008) National Electric Code

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

Attachment 1 Sketches

Sketch-1

Sketch-2

Sketch-3

Sketch-4

Sketch-5

Sketch-6

Sketch-7

Sketch-8

Sketch-9

Sketch-10

Sketch-11

Radio Room, GTR Site (B682)

Sketch-12

Sketch-13

Sketch-14

Sketch-15

Sketch-16

ATTACHMENT 2

Attachment 2 Generic SOO GPS Supplemental Information

A1.0 General. The Contractor shall use GPS technology to locate and collect data on outside plant infrastructure features and communications pathways that are installed under this Task Order.

Outside plant features include manholes, vaults, handholes, pedestals, underground cables, terminals etc. The communications pathways include conduit 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.

A1.1 GPS Data Collection Requirements.

A1.1.1 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/.

A1.1.2 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 A1.2.2.for documentation requirements) .