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Addendum #1. RFP No Fiber Maintenance RFP 11/18/2011

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Addendum #1

RFP No. 2012-003 Fiber Maintenance RFP

11/18/2011

The following Items modify the plans and specifications and shall become part of the contract documents. Item Number 1 - Additional Information

For the 2010 calendar year MISD and the City of Mesquite had a combined 2548 Locate Notification Tickets (Clear Tickets) that did not require in the field locates. In this same timeframe MISD and the City of Mesquite had a combined 1571.5 hours of in the field locate services.

Item Number 2 - Expand Bid Form Unit Pricing Section with Unit Pricing Definitions

The attached bid form shall be completed and returned with the vendors proposal on or before the proposal due date as set in the RFP. See Attachment 1 and Attachment 1A.

Item Number 3 - Change Specification 4. Scope of Services

Change section 4 Scope of Services part B by removing reference to Emergency Restoration Plan and to read as follows:

The contractor shall perform emergency and non-emergency repairs to the owner’s underground facilities. These repairs shall be performed only after MISD or the City has given approval to repair their underground facilities. Repairs shall be performed as directed by Mesquite ISD for its facilities, City of Mesquite for its facilities. The cost for this work shall be at the rates as quoted by the proposer on their bid form.

Item Number 4 - Add Specification Section 14. Construction/Installation As-Built Drawings Add Specification Section 14 Construction/Installation As-Built Drawings to read as follows:

To provide documentation for maintenance, or for other Right of Way activities, the “as built” drawings shall be accurate (+ or -1’) horizontally and vertically locating all buried infrastructure. “As built” drawings should be submitted in Red Line format on the actual construction prints. These construction prints shall be provided by MISD or the City of Mesquite. The buried infrastructure shall be referenced at all changes in alignment (horizontal or vertical), utility crossings, culvert crossings, access points, etc. and at no more than 25’ intervals. Two full sets of complete and certified “as built” drawings shall be submitted for the entire project shall be provided along with all required test results, fifteen (15) days after the project is completed.

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Unit Pricing

RFP 2012-003 - Addendum No. 1 - Attachment No.1

Item

Description

Measurement

Unit Rate

A Place MISD or City of Mesquite 1.5" HDPE DUCT LF

B Place MISD 1.5" HDPE DUCT - Shared Labor Cost LF

C Place City of Mesquite 1.5" HDPE DUCT - Shared Labor Cost LF

D Place 2" HDPE DUCT LF

E Directional bore 1-4" HDPE at Hwy crossing LF

F Directional bore 1-6" HDPE at RR crossing LF

G Install Old Castle 28"x48" concrete MH-MISD EA

H Install Old Castle 30"x48X36" Quazite HH-Mesquite EA

I Install Old Castle 4'x4'x4' concrete manhole EA

J Install Groundbox TXDOT Type A EA

K Furnish and install Draka 144F Smode cable-MISD LF

L Furnish and install Corning 72F cable-City of Mesquite LF

M Furnish and install Corning 48F cable-Traffic LF

N Furnish and install Corning 12F cable-City of Mesquite LF

O Furnish and install Draka 12F Smode cable-MISD LF

P Building entry-Tunnel under beam into crawl space EA

Q Install 1.5" EMT conduit and boxes LF

R Install 1.25" Plenum rated innerduct in building LF

S Support 2-1.5" ducts on Bline support in crawl space LF

T Building entry core 2-2" in concrete floor EA

U Install 12F Rack Mount termination panel-MISD EA

V Install 144F Rack Mount termination panel-MISD EA

W Prep 12F cable for splicing at panel-MISD EA

X Prep 144F cable for splicing at panel-MISD EA

Y Terminate and test fiber at Panel-per fiber-MISD EA

Z Furnish and install OSP splice closure-MISD EA

AA Fusion splice and test FOC- per fiber-MISD EA

AB Curb Route Markers 3"x3" EA

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Unit Pricing Definitions

A. PLACE MISD or City of Mesquite 1.5” HDPE DUCT-Trench/Directional Bore/Hand Dig

Furnish and install 1-1.5” HDPE SDR 11with a minimum depth of 42" of cover from finished grade. This line item is inclusive of all work necessary to place this duct by any means such as directional bore, trench, hand dig, plow, etc. Backfill and restore the area to as good as or better than original condition or as required by the governing agency. This unit rate will include all traffic control, potholing, compaction tests, asphalt/concrete sawing and replacement, rock cutting, additional depth that is required, importing/exporting of material and all associated surface restoration. This item is measured from outer edge of handhole/manhole to the outer edge of the next handhole/manhole. This unit rate will include proofing and plugging conduits, entrance and receiving pits required, and all associated surface restoration. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFP and the MISD Construction Specification document. This item shall be billed in full to the appropriate owner.

B. PLACE MISD 1.5” HDPE DUCT- Shared Cost Trench/Directional Bore/Hand Dig Furnish and install 1-1.5” HDPE SDR 11with a minimum depth of 42" of cover from finished grade. This line item is inclusive of all work necessary to place this duct by any means such as directional bore, trench, hand dig, plow, etc. Backfill and restore the area to as good as or better than original condition or as required by the governing agency. This unit rate will include all traffic control, potholing, compaction tests, asphalt/concrete sawing and replacement, rock cutting, additional depth that is required, importing/exporting of material and all associated surface restoration. This item is measured from outer edge of handhole/manhole to the outer edge of the next handhole/manhole. This unit rate will include proofing and plugging conduits, entrance and receiving pits required, and all associated surface restoration. This item includes a shared labor cost between MISD and the City of Mesquite whereas 50% of labor required for directional bore, trench, hand dig, plow, etc. shall be billed to MISD and 50% of this labor shall be billed to the City of Mesquite. This item also includes materials required to complete the work in accordance with the Specifications noted in this RFP and the MISD Construction Specification document. Materials shall be separated out to the appropriate owner and billed accordingly.

C. PLACE City of Mesquite 1.5” HDPE DUCT- Shared Cost Trench/Directional Bore/Hand Dig

Furnish and install 1-1.5” HDPE SDR 11with a minimum depth of 42" of cover from finished grade. This line item is inclusive of all work necessary to place this duct by any means such as directional bore, trench, hand dig, plow, etc. Backfill and restore the area to as good as or better than original condition or as required by the governing agency. This unit rate will include all traffic control, potholing, compaction tests, asphalt/concrete sawing and replacement, rock cutting, additional depth that is required, importing/exporting of material and all associated surface restoration. This item is measured from outer edge of handhole/manhole to the outer edge of the next handhole/manhole. This unit rate will include proofing and plugging conduits, entrance and receiving pits required, and all associated surface restoration. This item includes a

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shared labor cost between MISD and the City of Mesquite whereas 50% of labor required for directional bore, trench, hand dig, plow, etc shall be billed to MISD and 50% of this labor shall be billed to the City of Mesquite. This item also includes materials required to complete the work in accordance with the Specifications noted in this RFP and the MISD Construction Specification document. Materials shall be separated out to the appropriate owner and billed accordingly.

D. PLACE 2” HDPE DUCT-Trench/Directional Bore/Hand Dig

Furnish and install additional 2” HDPE SDR 11with a minimum depth of 42" of cover from finished grade. This line item is inclusive of all additional work necessary to place this duct by any means such as directional bore, trench, hand dig, plow, etc. Backfill and restore the area to as good as or better than original condition or as required by the governing agency. This unit rate will include all traffic control, potholing, compaction tests, asphalt/concrete sawing and replacement, rock cutting, additional depth that is required, importing/exporting of material and all associated surface restoration. This item is measured from outer edge of handhole/manhole to the outer edge of the next handhole/manhole. This unit rate will include proofing and plugging conduits, entrance and receiving pits required, and all associated surface restoration. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document. E. PLACE 4” HDPE DUCT at Highway Crossing- Directional Bore

Furnish and install additional 4” HDPE SDR 11 with a minimum depth of cover from finished grade as required by the appropriate authority as to meet all applicable codes. This line item is inclusive of all additional work necessary to place this duct by directional bore. Backfill and restore the area to as good as or better than original condition or as required by the governing agency. This unit rate will include all traffic control, potholing, compaction tests, asphalt/concrete sawing and replacement, rock cutting, additional depth that is required, importing/exporting of material and all associated surface restoration. This item is measured from outer edge of handhole/manhole to the outer edge of the next handhole/manhole. This unit rate will include proofing and plugging conduits, entrance and receiving pits required, and all associated surface restoration. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document.

F. PLACE City of Mesquite 6” HDPE DUCT at Railroad Crossing- Directional Bore Furnish and install additional 6” HDPE SDR 11 with a minimum depth of cover from finished grade as directed by the appropriate authority as to meet all applicable codes. This line item is inclusive of all additional work necessary to place this duct by directional bore. Backfill and restore the area to as good as or better than original condition or as required by the governing agency. This unit rate will include all traffic control, potholing, compaction tests, asphalt/concrete sawing and replacement, rock cutting, additional depth that is required, importing/exporting of material and all associated surface restoration. This item is measured from outer edge of handhole/manhole to the outer edge of the next handhole/manhole. This unit rate will include proofing and plugging conduits, entrance and receiving pits required, and all associated surface restoration. This item includes all labor and materials required to

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complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document.

G. MANHOLE INSTALLATION- All Surfaces Paved or unpaved

Place 36”x 48” Old Castle Concrete manhole with Floor and Heavy Duty Ring and Cover(1420/1480)

This unit includes all traffic control, pot holing to verify the suitability of the location for placement, digging to the required depth and placing 6” of gravel rock bed placement, placement of manhole, proper backfill and compaction, setting to grade, termination of conduit, installing plugs on conduit, and restoration of the surface or pavement to original or better condition. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document.

The material list for a single manhole shall include but is not limited to the following; 1) FO Manhole 36” Dia X 48” with thin wall knockouts and inserts. 2) 48”Diax05 Splice Ext. Floor

3) 1420/1480 “ MISD Fiber” frames and covers, bolt down covers. 4) 18 Hole SW Bell rack.

5) 7-1/2” Cable Hook 10A36.

H. HANDHOLE INSTALLATION- All Surfaces Paved or unpaved

Place 30”x 48x36” Polymer Concrete Handhole - Quazite Part # PG3048BA36 This unit includes all traffic control, pot holing to verify the suitability of the location for

placement, digging to the required depth and placing 6” of gravel rock bed placement, placement of manhole, proper backfill and compaction, setting to grade, termination of conduit, installing plugs on conduit, and restoration of the surface or pavement to original or better condition. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document.

I. MANHOLE INSTALLATION- All Surfaces Paved or unpaved Place 4’x 4’ x 4’ Concrete manhole- Old Castle part #47925

This unit includes all traffic control, pot holing to verify the suitability of the location for placement, digging to the required depth and placing 6” of gravel rock bed placement, placement of manhole, proper backfill and compaction, setting to grade, termination of conduit, installing plugs on conduit, and restoration of the surface or pavement to original or better condition. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document.

J. GROUND BOX INSTALLATION Place TXDOT type “A” Ground Box Part # ED (3) – 03 & ED (13) - 03

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This unit includes all traffic control, pot holing to verify the suitability of the location for placement, digging to the required depth and placing 6” of gravel rock bed placement, placement of manhole, proper backfill and compaction, setting to grade, termination of conduit, installing plugs on conduit, and restoration of the surface or pavement to original or better condition. This item includes all labor and materials required to complete the work in accordance with the Specifications noted in this RFQ and the MISD Construction Specification document.

K. INSTALL 144F Single Mode Armored Fiber – Draka Comteq - MISD Part # F-ETH-1A1J-12-BB-144-B3

This unit includes furnishing 144F cable, pulling the fiber optic cable with the required 600lb. break away swivel, and required traffic control. A 100 ft slack coil will be placed in designated manholes/handholes and securely racked. Once the cable is in place, identification tags and plugging of all inner-ducts is required. This unit rate also includes cable lubricant, rollers, etc. and all work required in placing the cable in accordance to MISD specifications. Measurement is based on fiber feet. There will be NO splices in the fiber installed in the backbone except at reel ends. Final payment of this item will be paid after the fiber is spliced and tested to prove no damage has occurred during placement. One continuous cable is required unless under written directive by MISD Project Manager. All pulling wheel diameters shall be a minimum of 40 times the diameter of the cable being placed L. INSTALL 72F Single Mode Armored Fiber – Corning – City of Mesquite

Part # SEE ATTACHMENT 1

This unit includes furnishing 72F cable, pulling the fiber optic cable with the required 600lb. break away swivel, and required traffic control. A 100 ft slack coil, unless specified otherwise on the plans, will be placed in designated manholes/handholes and securely racked. Once the cable is in place, identification tags and plugging of all inner-ducts is required. This unit rate also includes cable lubricant, rollers, etc. and all work required in placing the cable in accordance to MISD specifications. Measurement is based on fiber feet. There will be NO splices in the fiber installed in the backbone except at reel ends. Final payment of this item will be paid after the fiber is spliced and tested to prove no damage has occurred during placement. One continuous cable is required unless under written directive by MISD Project Manager. All pulling wheel diameters shall be a minimum of 40 times the diameter of the cable being placed.

M. INSTALL 48F Single Mode Armored Fiber – Corning – City of Mesquite Part # SEE ATTACHMENT 1

This unit includes furnishing 48F cable, pulling the fiber optic cable with the required 600lb. break away swivel, and required traffic control. A 100 ft slack coil, unless specified otherwise on the plans, will be placed in designated manholes/handholes and securely racked. Once the cable is in place, identification tags and plugging of all inner-ducts is required. This unit rate also includes cable lubricant, rollers, etc. and all work required in placing the cable in accordance to MISD specifications. Measurement is based on fiber feet. There will be NO splices in the fiber installed in the backbone except at reel ends. Final payment of this item will be paid after the fiber is spliced and tested to prove no damage has occurred during placement. One continuous cable is required unless under written directive by MISD Project

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Manager. All pulling wheel diameters shall be a minimum of 40 times the diameter of the cable being placed.

N. INSTALL 12F Single Mode Armored Fiber- Corning – City of Mesquite Part # SEE ATTACHMENT 1

This unit includes furnishing 12F cable, pulling the fiber optic cable with the required 600lb. break away swivel, and required traffic control. A 100 ft slack coil will be placed in designated manholes/handholes and securely racked. Once the cable is in place, identification tags and plugging of all inner-ducts is required. This unit rate also includes cable lubricant, rollers, etc. and all work required in placing the cable in accordance to MISD specifications. Measurement is based on fiber feet.

O. INSTALL 12F Single Mode Armored Fiber- Draka Comteq - MISD Part # F-ETH-1A1J-12-BB-012-B3

This unit includes furnishing 12F cable, pulling the fiber optic cable with the required 600lb. break away swivel, and required traffic control. A 100 ft slack coil will be placed in designated manholes/handholes and securely racked. Once the cable is in place, identification tags and plugging of all inner-ducts is required. This unit rate also includes cable lubricant, rollers, etc. and all work required in placing the cable in accordance to MISD specifications. Measurement is based on fiber feet.

P. BUILDING ENTRY

This unit includes all labor and material necessary to place up to 1- 4” conduits into a building, excavation, core bore, link seal (or Equivalent), pipe, and any necessary grouting and plugging.

Q. EMT PLACEMENT

This unit includes all necessary work to place 1 – 1 ½” EMT in a building, parking garage and riser shafts and all associated material such as 12”x12”x 24” pull boxes, 12”x12”x36” corner turn boxes. It includes all labor and material.

R. FURNISH AND INSTALL PLENUM RATED INNERDUCT

This unit includes all necessary work to place one 1 1/4” Plenum Rated Innerduct in a building, parking garage and riser shafts and all associated material. It includes all labor and material, wall cores, placing of innerduct and plugging.

S. INSTALL DUCT IN CRAWLSPACE

This unit includes all necessary work to install 2 – 1 ½” duct in a crawlspace and all associated material such as Bline Support products and anchors. It includes all labor and material.

T. BUILDING ENTRY CORE CONCRETE FLOOR

This unit includes all labor and material necessary to core 2-2” hole in the concete floor. It includes all labor and material, excavation, seal, pipe, and any necessary grouting and plugging.

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U. FURNISH AND INSTALL 12F Fiber Termination Panel-Rack mount Draka Comteq Part# OG-BB-012-012-X-02-0003M

This unit includes all necessary materials and labor to install 12F Rack mount Term panel equipped with pre-connectorized pigtail and SC angled connectors and includes mounting hardware and labeling. MISD shall provide and install a standard EIA 19” rack at the building termination points.

V. FURNISH AND INSTALL 144F Fiber Termination Panel-Rack mount Draka Comteq Part# OG-BB-144-012-X-02-0003M

This unit includes all necessary materials and labor to install 144F Rack mount Term panel equipped with pre-connectorized pigtail and SC angled connectors and includes mounting hardware and labeling. MISD shall provide and install a standard EIA 19” rack at the building termination point.

W. PREP 12F Cable for Termination Panel-Rack mount

This unit includes all necessary materials and labor to prepare 12 fiber cable for splicing in rack mount panel. Includes fan out kit and all consumables.

X. PREP 144F Cable for Termination Panel-Rack Mount

This unit includes all necessary materials and labor to prepare 96 fiber cable for splicing in rack mount panel. Includes fan out kit and all consumables.

Y. TERMINATE and TEST Fiber-per fiber

This unit includes all necessary materials and labor to install and test SC connector including consumables. Includes end-to end electronic test results.

Z. FURNISH AND INSTALL OUTSIDE SPLICE CLOSURE TYCO ELECTRONICS Part# FOSC450-BS-2-24-1-NOV

This unit includes all necessary materials and labor to install 144 fiber splice closure. This unit shall be installed per manufactures recommendations. Unit includes 1 splice tray.

AA. FUSION SPLICE AND TEST FIBER

This unit includes all necessary materials and labor to fusion splice and test FOC-per fiber in the field. Includes end-to end electronic test results.

AB. CURB ROUTE MARKERS ACP International Part# CC-3

This unit shall include all material and labor necessary to install 3” diameter curb markers at strategic locations along the route. As a minimum these markers shall be placed at the midway point between all manholes and splice points. Writing on the markers shall be pre-approved by MISD.

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AC. CABLE ROUTE MARKERS ACP International Part# PD-6

This unit shall include all material and labor necessary to install 6 foot hdpe white post with orange top cap and custom printed black on orange decal applied at strategic locations along the route. As a minimum these markers shall be placed at the midway point between all manholes and splice points at locations where curb markers are not practical. Writing on the markers shall be pre-approved by MISD.

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RFP 2012-003 - Addendum No. 1 - Attachment No. 1A

Technical Specifications – City of Mesquite Fiber Optic Interconnect

All materials and work shall be performed per the Texas Department of Transportation

Standard Specifications for Construction and Maintenance of Highways, Streets, and

Bridges, 1994 Edition (TxDOT Standard Specifications) except as modified herein.

TS-1 Fiber Optic Cable

This work shall consist of furnishing and installing a fiber optic cable of the type, size and number of fibers specified.

General Requirements Materials and Equipment

Materials and equipment shall be the standard products of a manufacturer regularly engaged in the manufacture of the products. The fiber optic cable shall be OFS BrightWave, Corning or approved equal conforming to the following specifications. The fiber optic shall be manufactured utilizing Corning or OFS glass fiber conforming to the following specifications. All materials and equipment furnished shall be completely free from defects and poor workmanship. All fibers shall be glass and be manufactured by Corning, OFS or pre-approved equal. The cable shall be rated for gigabyte data bandwidth. All fiber shall be loose tube construction for both indoor and outdoor installation. Indoor cabling shall use plenum rated conduit to within less than 50 foot of point of termination eliminating the requirement to convert to indoor cable.

Contractor Qualifications

Trained and experienced personnel shall supervise the fiber optic cable installation. Qualified technicians shall make the cable terminations and splices. The Contractor upon request of the Engineer shall provide documentation of qualifications and experience for fiber optic equipment installations. The Engineer shall determine if the Contractor is qualified to perform this work. The Contractor shall have attended a certified fiber optic training class mandated by these specifications prior to starting work.

Codes Requirements

The fiber optic cable installation shall be in accordance with or exceed all minimal requirements of State codes, National codes, and manufacturer codes as applicable.

Miscellaneous Equipment

The Contractor shall furnish and install all necessary miscellaneous connectors and equipment to make a complete and operating installation in accordance with the plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry.

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General Considerations

The cable shall meet all requirements stated within this specification. All fibers in the cable must be usable fibers and meet required specifications.

Multi-mode Fiber

• Core diameter: 62.5 +3.0um

• Cladding diameter: 125.0 +2.0um

• Core-to-cladding offset: <3.0um

• Coating diameter 250 +15um

• Graded Index

• Attenuation uniformity: No point discontinuity shall be greater than 0.25 dB, except terminations or patch cords, at either 850nm or 1300nm. The coating shall be a layered UV cured acrylate applied by the fiber manufacturer. The coating shall be mechanically or chemically removable without damaging the fiber.

• Factory cable rating shall be 3.5 dB/KM at 850 nM and 1.0 dB/KM at 1300 nM, or less. Installed tolerance shall be less than 3.85 dB/KM at 850 nM and less than 1.1 dB/KM at 1300 nM, testing tolerance.

• All fiber cables shall be Gigabyte rated, i.e. multimode shall be 200/500 Meter for 850 and 1300 nM respectively based on a 10 dB power budget..

Single-Mode Fiber

• Typical core diameter: 8.3um

• Cladding diameter: 125 +1.0um by fiber end measurement

• Core-to-cladding offset: <1.0um

• Coating diameter: 250 +15um

• Attenuation uniformity: No point discontinuity shall be greater than 0.1 dB, except terminations or patch cords, at either 1310nm or 1550nm. The coating shall be a layered UV cured acrylate applied by the fiber manufacturer. The coating shall be mechanically or chemically removable without damaging the fiber.

• Factory cable rating shall be 0.35 dB/KM at 1310 nM and 0.25 dB/KM at 1550 nM. Installed tolerance shall be less than 0.44 dB/KM at 1310 nM and less than 0.33 dB/KM at 1550 nM, testing tolerance.

• All fiber cables shall be Gigabyte rated, i.e. single mode shall be 28 KM for 1310 nM and 40 KM for 1550 nM based on a 10 dB power budget.

• All Single mode fiber shall be rated for multi-frequency, four frequencies, equivalent to the AllWave OFS specification and shall be rated to withstand extended aging under water impregnation conditions.

Fiber Specification Parameters

All fibers in the cable shall meet the requirements of this specification. The testing tolerance attenuation specification shall be a maximum attenuation for each fiber over the entire operating temperature range of the cable when installed.

The change in attenuation at extreme operational temperatures for single-mode fibers shall not be greater than 0.20 dB/km at 1550 nm, with 80 percent of the measured values no greater than 0.10 dB/km at 1550 nm.

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Optical fibers shall be placed inside a loose buffer tube, minimum six (6) fibers per tube, normally twelve (12) fibers per tube. Actual number of fibers per tube shall be twelve fibers per tube unless specified differently on the Plans.

• Multimode only – each buffer tube shall contain 12 or 6 fibers.

• Single-mode only – each buffer tube shall contain 12 or 6 fibers. The buffer tubes will meet EIA/TIA-598, “Color coding of fiber optic cables.”

All fiber cables shall be Gigabyte rated, i.e. multimode shall be 200/500 Meter for 850 and 1300 nM respectively and 5000 Meter for 1310 and 1550 nM.

Single-mode fibers shall be placed in the first buffer tubes. Multimode fibers shall be in the remaining buffer tubes. Fiber count, tubes of fiber, shall be as specified on the plans. Fillers shall be included in the cable core to lend symmetry to the cable cross-section where needed.

The central anti-buckling member shall consist of a glass reinforced plastic rod. The purpose of the central member is to prevent buckling of the cable.

The cable shall use a completely dry cable design without the use of gels and filling compounds. Dry water blocking material shall be used around the buffer tubes as well as internal to the tubes. Water blocking gels shall not be acceptable on this project. Gel, termed “icky-pic”, shall not be acceptable for this project.

Buffer tubes shall be stranded around a central member. Acceptable techniques include the use of the reverse oscillation, or “SZ”, stranding process.

All dielectric cables (with no armoring) shall be sheathed with medium density polyethylene. The minimum nominal jacket thickness shall be 1.4 mm. Jacketing material shall be applied directly over the tensile strength members and flooding compound. Cable jacketing shall utilize the newer designs to provide maximum flexibility without loss or appreciable dB attenuation. Cable diameter shall not exceed 0.50 inch.

The jacket or sheath shall be marked with the manufacturer’s name, the words “optical cable”, the year of manufacture, number of fibers, type of fiber (SM or MM) and sequential feet or meter marks. The markings shall be repeated every one-meter or three feet. The actual length of the cable shall be within –0/+1% of the length marking. The marking shall be in a contrasting color to the cable jacket. The height of the marking shall be approximately 2.5 mm. A copy of the manufacturer fiber definition and shipping sheet identifying all tests, results and fiber indexes shall be provided to the Engineer on delivery of cable to the City or shall be included with a contractor’s listing of place(s) of installation when installed by a Contractor.

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Where ever possible, six (6) buffer tubes with twelve (12) fibers each, or subsets specified, shall be provided and designated as follows:

Buffer Tube/Fiber Tube/Fiber Color #1, 1st tube or fiber blue

#2, 2nd tube or fiber orange #3, 3rd tube or fiber green #4, 4th tube or fiber brown #5, 5th tube or fiber slate #6, 6th tube or fiber white #7, 7th tube or fiber red #8, 8th tube or fiber black #9, 9th tube or fiber yellow #10, 10th tube or fiber violet #11, 11th tube or fiber rose #12, 12th tube or fiber aqua Quality Assurance Provisions

All optical fibers shall be proof tested by the fiber manufacturer at a minimum load of 100 kpsi.

All optical fibers shall be 100% attenuation tested at the manufacturer. The attenuation of each fiber shall be provided with each cable reel. The measured attenuation shall be for both 850 and 1300 frequency for multimode and 1310 or 1550 frequency for single mode. This documentation shall be provided with each spool. The Contractor shall designate on the Plans and on this documentation the location where each spool has been installed and provide this data to the Engineer.

Cable Installed in Ducts and Conduits

A suitable cable feeder guide shall be used between the cable reel and the face of the duct and conduit to protect the cable and guide it into the duct off the reel. It shall be carefully inspected for jacket defects. If defects are noticed, the pulling operation shall be stopped immediately and the Engineer notified. Precautions shall be taken during installation to prevent the cable from being “kinked” or “crushed”. A pulling eye shall be attached to the cable and used to pull the cable through the duct and conduit system. A pulling swivel shall be used to eliminate twisting of the cable. As the cable is played off the reel into the cable feeder guide, it shall be sufficiently lubricated with a type of lubricant recommended by the cable manufacturer. Dynamometers or breakaway pulling swing shall be used to ensure that the pulling line tension does not exceed the installation tension value specified by the cable manufacturer. The mechanical stress placed on a cable during installation shall not be such that the cable is twisted or stretched. The pulling of cable shall be hand assisted at each controller cabinet. The cable shall not be crushed kinked or forced around a sharp corner. If a lubricant is used it shall be of water based type and approved by the cable manufacturer. Sufficient slack shall be left at each end of the cable to allow proper cable termination. The minimum slack amounts shall be as follows:

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• 34” or 4’ x 4’ Pull Box, or any box where cable ends – As indicated on plans, 100 foot minimum

• 24” x 14” or Type D Pull Box – As indicated on plans, 6 foot minimum

Storage of minimum slack cable in controller cabinets and additional slack at pull boxes shall be coiled. The slack coils shall be bound at a minimum of 3 points around the coil parameter and supported in their static storage positions. The binding material and installation shall not bind or kink the cable. Storage of additional slack cable adjacent to conduit risers and support poles shall be as visibly marked/tagged as “CAUTION – FIBER OPTIC CABLE”. Maximum length of cable pulling tensions shall not exceed the cable manufacturer’s recommendations.

All fiber cables shall be marked with a metallic, or preapproved identifier in the pull box adjacent to the traffic signal cabinet or hub cabinet and on the cable in the traffic signal cabinet or hub cabinet at the point of termination. The identifier, both in the cabinet and in the pull box, shall indicate the direction the cable is going, cable contents [SM or SM/MM], and the abbreviated location for the other end destination. Fiber cabling between traffic controllers and adjacent hub locations shall be outdoor rated, loose tube fiber, when not linked by a direct, continuous conduit installation.

Minimum Bend Radius

For static storage, the cable shall not be bent at any location to less than ten times the diameter of the cable outside diameter or as recommended by the manufacturer. During installation, the cable shall not be bent at any location to less than twenty times the diameter of the cable outside diameter or as recommended by the manufacturer.

Placement in Existing Conduit

Check all existing conduit shown on the plans to be used for installation of wire and cables to verify that it is clear and continuous and useable for the intended purpose. Find and repair any sections of conduit which are found to be unacceptable before the cable installation is started.

Test all existing empty conduit to be used on this project or conduits where all existing cables are to be removed (or removed and replaced) by pulling a mandrel through the conduit. Use a mandrel that has a diameter no less than 70% of the inside diameter of the conduit and a length of 2 in. Clean and/or replace all sections of existing conduits that will not allow passage of the mandrel so that the mandrel WILL pass thru the conduit to the satisfaction of the Engineer. After the mandrel test is completed successfully, clean the conduits with a rubber swab slightly larger in diameter than the conduit. Install a nylon pull line with minimum test strength of 200 lb. in the conduit for use in installing the wire and cables.

Locating Cable

Along with the fiber optic cable, one (1) #10 AWG THHN, 600 volt single conductor cable (identifier conductor), orange in color, shall be pulled with six feet (6’) slack in each pull box for use as a locating cable. The locating cable shall be connected to the grounding rod in the

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34” pull box adjacent to each controller and shall be continuous between each controller location. No separate payment will be made for the locating cable.

Fiber Cable Testing

Each section of the cable shall be tested for continuity and attenuation as a minimum. If the attenuation is found not to be within the acceptable nominal values, the Contractor shall use an optical time domain reflectometer (OTDR) to locate points of localized loss caused by bends or kinks. If this is not successful the Contractor shall replace the damaged section of cable with no additional payment. Splices will not be allowed to repair the damaged section. After all fiber cable is installed between traffic controller cabinets and fiber links between fiber distribution points (FDP) complete links, all fibers, whether terminated or non-terminated, shall be tested with an OTDR. All fibers terminated shall be tested with a power meter. The Contractor may jumper termination points at controller cabinets to minimize the number of tests and run a single OTDR test between several controller cabinets, subject to the range of the OTDR. Links between FDP’s shall be tested separately. Each OTDR trace, for documented test result submittal, shall be displayed individually and not be combined with other fiber traces as overlays. Multimode fiber shall be tested using 1300 nm and single mode fiber shall be tested at 1310 nM. The results of the OTDR test shall be provided on an electronic media (disk) and paper printout. The OTDR wave, pictorial diagram of dB loss over the length of fiber tested, shall be provided along with the measured data values. The printout shall contain the manufacturer’s fiber optic Index of Refraction to the third decimal point for the fiber provided. The Contractor shall provide the Engineer with a written report showing all the values measured compared to the calculated values for length and coupler/connector losses at the completion of these tests. Outdoor patch cords between FDP and controller units less than 151 feet do not need be OTDR tested.

Documentation provided to the Engineer shall include a written indication of every splice, termination, patch cord, etc. for cable being measured. Power meter measurement recordings shall indicate the exact measured distance [OTDR or field measurement with cross reference for oscillation multiplier] on the sheet showing the power meter readings. Any deviations between fiber readings in the same tube shall be notated for OTDR graphs as well as deviations greater than 5% on power meter readings. Rated values for acceptable installation shall be based on the following parameters:

Patch cords/Pigtails .60 MM & .15 SM dB each Unicam Terminations 1.0 dB set of 2 [In and Out]

Splices 0.08 each

1 KM = 0.3077 KF where KF is 1000 feet

Data documentation shall include for each test between cabinets or between FDP sites, the length of fiber as measured by OTDR, frequency used in test on OTDR by each fiber type, distance to each splice, termination or patch cord jumper, dB loss rating by manufacture from spool documentation, index of refraction by type of fiber in section, and the dB loss of each section as measured in the final test for each fiber. A special test shall be made on all continuous spliced fiber from start to end that includes the total dB loss measured and the OTDR plot on electronic disk. Splice points shall be identified on the trace.

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Splices

The 24 and 48 fiber cables shall be installed in continuous runs between controller cabinets and/or hubs, the 72 fiber cables shall be installed in continuous runs between future hub locations. No splices shall be allowed, unless shown on the plans or for testing. Only mechanical splices, Siecor CamLite or approved equal will be allowed, when specified, such as testing of non-terminated fibers. Splices, where specified, shall be by fusion splice and shall be installed using an automatic fusion splicer. Splices between two fibers leaving the cabinet shall be supported in splice trays installed in splice enclosures. All splices shall be protected by heat shrink tubing designed for fiber optic splicing applications. Fibers being terminated in two separate termination or splice enclosures shall be supported between enclosures by the use of buffer tubing or approved equal support material or shall be pigtail patch cords. Termination / splice enclosures shall be separated by less than 12 inches unless a conduit is installed between enclosures. All splices shall be performed by an automated splicer device that verifies the final splice termination quality. All splices shall be nominally .03 to .05 dB loss but shall be less than a 0.08 dB loss.

Measurement

This Item will be measured by the foot of fiber optic cable furnished, installed, spliced, connected, and tested.

Payment

The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid for “Fiber Optic Cable System” of the type, and number of fibers as applicable. This price is full compensation for furnishing and installing all cable; for relocating cables as required; for pulling through conduit or duct; testing; splicing; connecting; cleaning of conduit, locating cable, and for materials, equipment, labor, tools, documentation, warranty, training and incidentals.

TS-2 Conduit

Conduit shall be supplied and installed per TxDOT Standard Specification 618 and per TxDOT Standard Plan Sheet ED(1)-03 except as modified in the plans or these specifications.

All conduit shall be HDPE, with the exception of segments where portions of the run are installed above ground as indicated in the plans, in this case Rigid Metal conduit shall be utilized. Conduit types shall not be mixed for a particular run (between boxes, pole bases, cabinets or building entrances) except as noted on Standard Plan Sheet ED(1)-03.

Conduit bends and elbows shall be of adequate radius to be installed in a manner that allows the fiber optic cables to be installed without exceeding the bending and pulling requirements of the cables.

All conduits to be installed that are not indicated in the plans to have cables installed in them shall have a locating cable (as per the fiber optic cable specification) and pull rope installed in them. No separate payment will be made for these items.

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Measurement

This Item will be measured by the foot of conduit, per TxDOT Specification 618.4. Payment

The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid for “Conduit” of the type and size specified, per TxDOT Specification 618.5. No differentiation in payment will be made for installation method (e.g. trenching or boring).

TS-3 Ground Box

Type A, B, C, D and E Ground Boxes shall be supplied and installed per TxDOT Standard Specification 624 and per TxDOT Standard Plan Sheet ED(3)-03 except as modified in the plans or these specifications.

The 34” Round Ground Box and 4’ x 4’ Vault shall be manufactured by Oldcastle Precast as detailed in the plans and shall be supplied and installed per TxDOT Standard Specification 624 and per TxDOT Standard Plan Sheet ED(3)-03 except as modified in the plans or these specifications. The concrete apron may be omitted for these boxes.

The lids of the boxes shall be imprinted with “MESQUITE – FIBER OPTICS”.

A ground rods shall be installed in each box per TxDOT Standard Plan Sheet ED(3)-03 and the locate wire(s) installed with the fiber optic cable and in empty conduits shall be connected to the ground rod. No separate payment will be made for the ground rod and clamp.

Conduits shall be installed into the box in a manner that allows the cables to be installed in the conduits and coiled within the box without exceeding the bending and pulling requirements of the fiber optic cables.

Cable hooks shall be installed on each wall of the box (3 hooks in the round boxes), sufficient to coil the indicated slack cable and keep it suspended off the floor of the box. Replacement of existing boxes, where indicated, shall include removal of the existing box and installation of the new box. If removal and re-installation of existing cables in the box is required that necessitates taking a portion of a traffic signal or other equipment out of operation, 2 working days notice shall be provided to the City Engineer before any outage and the contractor shall provide appropriate traffic control, including directing of traffic by a police office, if required. Removal of the existing box, pulling and reinstalling cables, modifying existing conduits and necessary traffic control shall be subsidiary to the ground box bid item.

Measurement

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Payment

The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for the type of Ground Box indicated. This price shall be full compensation for excavation; furnishing and placing all materials, apron, backfill, and all labor, tools, equipment, transportation, and incidentals. TS-4 Splice Enclosure

TS-5 Traffic Control Notes/ADA-TAS Notes

Traffic control note: contractor shall provide traffic control plan, at least 48 hours prior to any work in a city street. Traffic control measures shall conform to part VI of the Texas Manual on Uniform Traffic Control Devices and the City of Mesquite Work Zone Traffic Control Manual. Traffic control measures shall be installed for any work activity that takes place on or adjacent to any city street or roadway. The city engineer may require the traffic control plan to be designed and sealed by an engineer licensed in the state of Texas.

Traffic control device note: contact traffic engineering division, 972-216-6215, at least 48 hours prior to work requiring the removal or relocation of traffic signs, traffic control equipment or other traffic control appurtenances.

Accessible pedestrian routes on public rights-of-way and private property shall comply with Americans with Disabilities Act accessibility guidelines (ADAAG) and Texas Accessibility Standards (TAS). Design and construction of all curb ramps on public rights-of-way shall be in accordance with Texas Department of Transportation standard detail ped-05, sheets 1 through 4. Design and construction of all sidewalks shall be in accordance with City of Mesquite standard details with passing areas having a minimum 5-foot by 5-foot size at intervals not exceeding 200 feet. Curb ramps that are part of accessible routes on private property may be constructed in accordance with TXDOT standard detail ped-05, sheets 1 through 4, or may be constructed in accordance with a design submitted and approved by the Texas Department of Licensing and Regulation.

References

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