Section 6-2 Intelligent Transportation Systems 2026.pdf
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CHAPTER 6: TRANSPORTATION
SECTION 2: INTELLIGENT
TRANSPORTATION SYSTEMS (ITS)
Engineering Design Standards
City of Buckeye, Arizona
January 2026
6-2 Intelligent Transportation Systems (ITS)
City of Buckeye
2026
Summary of 2026 Section 6-2 Updates
Section 6-2 is a new section to the Engineering Design Standards. Applicants are
encouraged to familiarize themselves with the document in its entirety.
6-2 Intelligent Transportation Systems (ITS)
City of Buckeye
2026
Table of Contents
6-2.000
General Information ........................................................................................... 2
6-2.001
ITS Infrastructure Requirements .............................................................................................. 2
6-2.002
Definitions and Abbreviations ................................................................................................... 3
6-2.003
Design Policy .......................................................................................................................................... 4
6-2.004
Diligence ................................................................................................................................................... 5
6-2.005
National, Regional and Local Standards ........................................................................... 5
6-2.100
ITS Infrastructure ............................................................................................... 6
6-2.101
Conduits.................................................................................................................................................... 6
6-2.102
Pull Boxes .................................................................................................................................................. 9
6-2.103
Fiber Optic Cabling ........................................................................................................................... 11
6-2.200
Plan Preparation ................................................................................................. 11
6-2.201
General Requirements ................................................................................................................... 11
6-2.202
Design Plan Requirements .......................................................................................................... 11
6-2.203
Submittal Requirements .............................................................................................................. 12
6-2.204
City of Buckeye Permit ................................................................................................................... 13
6-2.300
Materials ............................................................................................................. 13
6-2.301
Approved ITS Materials ................................................................................................................. 13
6-2.400
Testing Requirements ...................................................................................... 13
6-2.401
Power Meter Test ............................................................................................................................... 13
6-2.402
OTDR Tests .............................................................................................................................................. 14
6-2.500
As-Built Requirements ..................................................................................... 14
6-2.501
ITS As-Built Requirements ........................................................................................................... 14
Table of Tables
Table 1 - Summary Of Quantities ......................................................................................................................................... 12
6-2 Intelligent Transportation Systems (ITS)
City of Buckeye
2026
Appendices
Appendix A – Standard Details
6-2 Intelligent Transportation Systems (ITS)
City of Buckeye
2026
1
6-2 Intelligent Transportation Systems (ITS)
This section provides policy and standards establishing design criteria for constructing
Intelligent Transportation Systems (ITS) on public rights-of-way. The ITS infrastructure is
owned and operated by the City of Buckeye. This section provides guidance on infrastructure
requirements, national/regional/local standards, design requirements, plans preparation,
and material submittals. Public Works ITS infrastructure and operations will only be allowed
within the City right-of-way.
The City Engineer is required, pursuant to Chapter 23, Article 23-2, of the City Code, to develop
standards and details regarding improvements to be constructed within the city. The
standards, design criteria, and policy set forth in this section were developed and
recommended by the City Engineer pursuant to Chapter 23, Article 23-2, and adopted by the
City Council in Resolution No. 04-26 on 1/20/2026.
Implementation: The requirements of this section shall become effective in accordance with
City Code. The standards and requirements of this section shall apply to all new plans,
including plans seeking a new City Engineer’s signature or a re-approval from the City
Engineer, submitted to the City following the effective date of the City Council’s adoption of
the resolution approving the standards and requirements of this section.
Modification Authority: The City Engineer or designee may approve variances to the
requirements of this section. A Variance Process Guide and Variance Application can be
found on the City website.
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2026
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6-2
Intelligent Transportation Systems (ITS)
6-2.000 General Information
6-2.001 ITS Infrastructure Requirements
A. This section is to aid the engineer in developing an Intelligent Transportation
System (ITS) design to meet the City of Buckeye minimum standards.
B. Developers/Landowners are required to design and install ITS infrastructure
as required by the City, ITS Strategic Plan, or approved stipulations.
C. Developers/Landowners shall install, at their expense, all City ITS infrastructure
necessary within the limits of their developments.
D. ITS elements shall be used to support advanced traffic management and
communication, these elements include:
1.
Closed-Circuit Television (CCTV) Cameras
2.
Communications System, interconnecting devices to the Traffic
Management Center (TMC)
3.
Detection Systems
4.
Dynamic Message Signs (DMS), if required
5.
Traffic Signal Intersections
6.
Node buildings located in Fire Stations or other facilities
7.
License Plate Readers
E. In the two largest metropolitan areas of the state, ADOT facilitates the sharing
of information between ADOT and local agencies by promoting regional
connectivity. The ADOT FMS and local jurisdictions ITS systems share
agreements, which are established through ADOT’s Joint Project Agreement
Section in the form of a Joint Project Agreement (JPA) or Intergovernmental
Agreement (IGA). Additional network documents are available at the
respective websites of the Maricopa Association of Governments and Pima
Association of Governments.
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6-2.002 Definitions and Abbreviations
•
AASHTO – The American Association of State Highway and Transportation
Officials
•
ADOT – Arizona Department of Transportation
•
APL – Approved Products List
•
A.R.S. – Arizona Revised Statutes
•
ASTM – American Society for Testing and Materials
•
AWG – American Wire Gauge
•
CCTV – Closed Circuit Television Camera
•
COB – City of Buckeye
•
City – City of Buckeye
•
City Engineer – The City of Buckeye City Engineer or Designee
•
City Traffic Engineer – The City of Buckeye City Traffic Engineer of Designee
•
Developer – Shall also be interpreted to mean Landowner; including
development
companies
authorized
to
act
on
behalf
of
the
Developer/Landowner.
•
Development – Shall have the same meaning as defined in the City
Development Code.
•
DMS – Dynamic Message Sign
•
EDS – Engineering Design Standards
•
Engineer – An engineer registered professionally in the State of Arizona to do
engineering within the purview of their practice area.
•
ES – Ethernet Switch
•
GIS – Geographic Information System
•
HDPE – High Density Polyethylene
•
IP – Internet Protocol
•
ITS – Intelligent Transportation System
•
Landowner – Shall also be interpreted to mean Developer; including
development
companies
authorized
to
act
on
behalf
of
the
Developer/Landowner
6-2 Intelligent Transportation Systems (ITS)
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•
MAG – Maricopa Association of Governments
•
MCDOT – Maricopa County Department of Transportation
•
MUTCD – Manual on Uniform Traffic Control Devices, adopted by the State of
Arizona, http://mutcd.fhwa.dot.gov, most recent edition.
•
NEC – National Electric Code
•
NTCIP – National Transportation Communications for ITS Protocol
•
Plan(s) – Design drawings that are 100 percent complete and sealed by a
Engineer.
•
PS&E – Plans, Specifications, and Estimate
•
PUE – Public Utility Easement
•
PVC – Polyvinyl Chloride
•
ROW – Rights-of-Way
•
SMFO – Single-Mode Fiber Optic
•
THW – Thermoplastic, Heat and Water-Resistant Nylon-coated
•
TMC – Traffic Management Center
•
7-way Multi-duct – An HDPE colored conduit, as identified on the plans, with 7
smaller HDPE colored conduits within the larger conduit.
6-2.003 Design Policy
A. Developers/Landowners shall comply with the City’s requirements for ITS
infrastructure within the City of Buckeye limits.
B. All construction documents shall be prepared by a registered Professional
Civil or Electrical Engineer licensed and practicing in the State of Arizona
pursuant to the provisions of A.R.S. §32-101; §§32-121-131; §§32-141-152. Each
sheet of the plans shall include the appropriate professional State of Arizona
seal, signature, and date.
C. The ITS infrastructure design shall be reviewed and approved by the City.
D. Developers shall install, at their expense, all ITS improvements along their
property frontage or provide fiber optic communications connection to any
traffic signals and other ITS devices installed for their development to the
City’s System. The developer shall also connect to existing ITS systems directly
adjacent to their property frontage.
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E. Install ITS infrastructure along all expressways, parkways, arterials, and
section line roads.
F. Install ITS infrastructure to support the City of Buckeye ITS Strategic Plan
G. Install ITS infrastructure to support the City of Buckeye Signal Development
Map.
H. All network equipment for Traffic Signals and Police shall coordinate with the
City’s IT Department, and the Traffic Management Center for configuration
and testing.
6-2.004 Diligence
A. Developers/Landowners and City CIP projects shall verify the requirements for
ITS infrastructure as well as roadway and paving improvements that are
required to provide service to a site. Available resources that may provide this
information:
1.
Utilize the City’s website at www.buckeyeaz.gov.
2.
Obtain as-builts through a public records request.
3.
Contact the City Traffic Engineer to confirm the need for any required
conditions.
4.
ITS projects are recommended to have pre-design conference/meeting.
6-2.005 National, Regional and Local Standards
A. The following is a list of national, regional, and local resources (the latest
editions unless otherwise stated) are referenced and used for the design of
roadway infrastructure within the City of Buckeye
1.
Manual on Uniform Traffic Control Devices (MUTCD) – U.S. Department
of Transportation (USDOT), adopted by the State of Arizona
2.
Arizona Supplement to the MUTCD – ADOT
3.
Traffic Control Design Guidelines – ADOT
4.
Uniform Standard Specifications for Public Works Construction – MAG
5.
Uniform Standard Details for Public Works Construction – MAG
6.
Roadside Design Guidelines for clear zones – AASHTO
7.
American Society for Testing and Materials – ASTM
8.
National Electric Code – NEC
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9.
Underwriters Laboratories – UL
10. American National Standards Institute – ANSI
11.
Telecommunications Industry Association – TIA
12. Electronics Industry Alliance – EIA
6-2.100 ITS Infrastructure
6-2.101
Conduits
A. Conduit Materials and Construction Methods:
1.
All underground trunk line ITS conduit shall be 7-way multi-duct.
a. The colors of the exterior duct shall be red or orange.
b. The micro-duct colors shall be grey, blue, brown, green, orange, red
and white, with blue as the center micro-duct.
c. The micro-ducts shall not be spliced between the red and orange
exterior conduits unless approved by the City Engineer.
d. City ITS fiber shall be installed in the blue (center) micro-duct in the
orange conduit.
e. All 7-way conduits shall have a tracer wire installed in the conduit,
integral to the micro ducts. The armored conduit can use the armor
for a trace wire if approved factory splice kits are installed.
2.
All underground ITS conduits between the ITS splice vault and the signal
controller cabinet or pull box shall be UL listed and schedule 40 PVC.
3.
All 7-way multi-ducts for ITS shall be installed via open trenched, plowed,
or directional drilled, per COB Standard Detail 62102.
4.
ITS conduit shall be installed at a nominal 36” below finished grade with a
minimum depth of 24”. Clean native compacted backfill to complete the
full depth cover. Wheel rolling the open trench is not acceptable
compaction.
5.
Mid-block conduit shall not be spliced without prior approval of the
design engineer. When splices are approved, the contractor shall follow
the Duraline splice kit requirements for the 7-way non-armored conduit,
if not located in a #9 pull box. All splices shall not introduce bends or
moments in the conduit runs. Splices are to be flat and straight.
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6.
All unused micro-ducts shall be continuous through the box. If fiber is
installed, the micro-duct used shall be sealed to eliminate water and dirt
intrusion. All micro-ducts shall be spliced in the #9 box to provide a
continuous path through the box.
7.
All conduit and micro-ducts installed for future fiber deployment shall be
capped with Micro end caps at the end of the conduit runs, to prevent
infiltration of dirt and water.
8.
In locations where new conduit is installed and connected to existing
conduit, All micro ducts shall be tested from the second to last pull box of
the existing conduit, through the new conduit segment. This ensures
airtight connections of the splices, and the integrity of all micro ducts.
B. Conduit Installation for Fiber Cable:
1.
The designer is responsible for designing a conduit system that will
facilitate fiber-optic cable installation either air-blowing (jetting) the
cable into the micro-duct or pulling the cable into conduit. Jetting fiber is
the preferred method of installation. Note: Jetting fiber may require an
air-conditioned compressor to reduce heat from friction depending on
distance and relative ambient temperature.
a. For loose tube lateral fiber installations (12 strand) from splice closure
to cabinets, pulling method may be used in conduits 2” and larger. The
exerted force on the cable will not exceed 600 pounds of pulling
tension during installation. Cable pulling programs that calculate
pulling tension, or previous design or construction experience, are
necessary to meet this requirement. Note: Pulling fiber in 18/14 micro
ducts is not a suggested method of installation.
b. Cable air-blown (jetted) into micro-duct shall be installed per the
micro-fiber manufacturer’s recommendations and the conduit
supplier.
C. Fiber Optic Conduit Deflection:
1.
Conduit deflection should not deviate more than one inch horizontally
and/or vertically per 12 inches of running length of conduit (1:12).
2.
Long conduit sweeps (48” radius for 45 degree sweeps and 36” radius for
90-degree sweeps) should only be used when entering a pull box for
lateral fiber connections. The ADOT #9 pull box does not require sweeps
to be installed. The entry shall remain straight from the trench to the pull
box entry point.
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3.
The conduit design should strive to stringently adhere to this requirement
to reduce the pulling tension or inhibit the air-blowing process required
during cable installation.
4.
Where complex sites leave no other option, such as into or out of
structures requiring near 90-degree turns, lateral fiber conduits shall
have a minimum radius of 36 inches.
5.
The smallest degree of bends possible should be utilized to minimize
cable installation challenges.
6.
For arterial or collector road crossings, pull boxes may be required on both
sides of the road.
D. Conduit Traceability and Detection:
1.
The design of fiber optic conduit and cable must strive to avoid both
potential damage to the conduit system and damage to the cable.
2.
Loss of communication is a critical issue with regards to the City. The
designer shall ensure that communications remain intact during
construction until new fiber is installed, terminated and tested.
3.
Include continuous THW wire #12 AWG with 2500 lb mule tape for conduit
that 1” or greater.
a. Tracer wire is included within the 7-way micro-duct conduit. The
designer shall call out the correct part number of the 18/14 7-way
conduit that includes a tracer wire between the micro-ducts.
E. Conduit Configuration:
1.
The ITS conduits shall be stacked in a 2 high by 1 wide configuration, as
shown in the COB Standard Detail 62102. The orange armored conduit
shall be on top of the red conduit.
2.
Two 7-way micro ducts per the ITS standard details shall be installed on
the north or west side of the road. When directed by the City, micro ducts
will be required to be installed on the south or east side of a road. See COB
Standard Detail 62101.
3.
In situations where an existing traffic signal controller is located on any
corner but the northwest corner of the intersection, a 2” conduit shall be
provided from the No. 9 pull box to the pull box directly connected to the
traffic signal controller.
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F. Trenchless Conduit Installation Methods:
1.
Trenchless conduit installations are required for conduit installations
under any existing pavements, railroads, graphic slopes, and areas
specifically called out on the project plans by the designer in order to
minimize damage to existing roadway or landscaped surface features or
to accommodate grade differentials.
2.
Horizontal and vertical clearances to all utilities and obstructions shall be
adhered to when installing conduit via trenching installation, per the
utilities company’s requirements.
3.
All new conduit shall be recorded for latitude/longitude within one foot,
every 100’ of the conduit run. If the conduit deviates above 24” under a
special condition or the running line of the trench deviates by 2’, based on
the engineers approval, the XYZ coordinates must be recorded from the
beginning to the end of the deviation.
4.
When conduit is installed in rural areas with no curb, gutter and or
sidewalk, the designer shall call for four foot (4’) nylon fiber markers to be
installed every 500’ along the trench line. The marker shall include “Buried
fiber, contact the City of Buckeye before digging”
5.
All ADOT #9 pull boxes that are designed for fiber must have a nylon
marker installed on the side where conduit will not enter, and not block
punch-outs for future conduit installations.
6-2.102 Pull Boxes
A. ITS (ADOT) #9 and #9B pull boxes are used in ground as installation and
access points for fiber optic and other cabling. There may be an occasion
where an ADOT split #9 could be installed when introducing a new customer
or cable provider into the Buckeye ITS (orange) or General Government (red)
conduit. Prior city approval is required for a split #9 installation.
B. Pull boxes shall be spaced approximately every ½-mile, per COB Standard
Detail 62101. Conduit installed for future splice installations shall terminate in
a #8 pull box with all conduit ends caped to eliminate water, rock or mud
infiltration.
C. Pull boxes should be designed to avoid exposing any sides or the lid of the pull
box that might be a hazard to traffic. Pull box lids should open away from
traffic on the downstream side, parallel to the road.
6-2 Intelligent Transportation Systems (ITS)
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D. Pull boxes are not to be installed within the roadway, within any paved area,
or future widened roadway footprint unless each location is compliant with
additional load and lid requirements and the location is approved by the City
Engineer.
E. Pull boxes shall be moved out of the proposed paving or unapproved areas
by the owner (project) installing the improvement that is in conflict to these
specifications.
F. Pull boxes should not be positioned in locations where drainage swales exist.
G. All ITS pull box locations shall be field verified by the designer to avoid any
visible conflicts.
H. Designers are required to field check each new proposed pull box location to
ensure that it is not in pavement, on a slope, in a drainage swale or area that
otherwise may collect standing water, a hazard to traffic or pedestrians, or in
a location where it would likely be in the path of vehicle traffic.
I.
All street, alley and side road crossings must adhere to the 36” depth limit for
conduit installation.
J. Where necessary to avoid hazardous conditions, the pull box spacing may be
reduced and the number of pull boxes required increased.
K. Delineators shall be used to mark new pull box locations.
L. All ITS pull box lids shall be labeled “COB ITS”.
M. The City utilizes two types, or sizes, of pull boxes: the No. 8 pull box and the No.
9 pull box. No. 9 pull boxes shall be installed for all main trunk line installations.
No. 8 boxes shall be utilized for lateral fiber installations, with the No. 9 box as
the splice point, and the No. 8 as the temporary end point. A split No. 9 pull
box may be used for mid-block entry points with the approval of the City.
N. ITS conduit is required to run from concurrent ITS pull boxes unspliced.
Additional splices are only allowed with prior approval of the City.
O. No. 8 pull boxes shall conform to COB Standard Detail 62108.
P. No. 9 pull boxes shall conform to COB Standard Details 62107-1 and 62107-2.
Q. Fiber optic cabling splice closures shall be installed in No. 9 pull boxes only,
per COB Standard Details 62105-1, 62105-2, 62106, and 62122. Fiber optic
splicing may only occur in No. 9 pull boxes.
1.
100 feet of fiber optic cable coiling (slack) should be installed in each No.
9 pull box for each line (50 feet entering and 50 feet exiting).
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R. 50 feet of fiber optic cabling (slack) shall be installed in each No. 8 pull box
for future splice closures and No. 9 pull box installations.
S. Conduit breakouts at locations with multiple pull boxes shall conform to the
Traffic Signal and ITS standard details.
T. See COB Standard Details 62101 and 62103 for break out of ITS pull box and
conduit at an intersection.
6-2.103 Fiber Optic Cabling
A. A 288-fiber count single mode 200-micron fiber optic cable shall be installed
for all ITS improvements, installed in the center blue micro duct. A 288-fiber
count single mode fiber can be installed on Collectors or Arterials when
approved by the City.
B. Fiber optic cabling break outs to traffic signal controller cabinets shall consist
of a 12-strand loose tube fiber with an APL list termination and standard
connectors in the cabinet. All unused SC connectors shall have dust caps
installed.
6-2.200 Plan Preparation
6-2.201 General Requirements
A. All plans shall comply with COB EDS Section 1-1 – Engineering Submittal
Requirements, General Construction Notes, and Standard Sheets for
Infrastructure Plan Submittals.
6-2.202 Design Plan Requirements
A. All plans shall be neat and legible.
B. All ITS plans shall be drawn to scale.
1.
Horizontal scale shall not be smaller than 1 inch = 40 feet on plan views.
2.
Plan views shall not be more than double stacked.
C. A Summary of Quantities is required on the cover sheet. The minimum items
to be listed are shown in Table 1.
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Table 1 - Summary Of Quantities
Description
Unit
Quantity
ITS Trench
Linear foot (LF)
ITS Bore
Linear foot (LF)
Pull Box
Each (EA)
Pavement Replacement or Sealing
(As needed)
Square Yard (SY)
D. An ITS legend shall be included in the plan set. ITS plan symbols and legend
shall comply with ADOT ITS Requirements.
E. The ITS design shall comply with COB Standard Details 62101 through 62122.
References to COB Standard Details shall be included in the construction
notes as appropriate.
F. Provide details of any items not covered by these standards.
G. Splice Details – Engineer shall design splice details for connections to traffic
signal controller cabinets and to existing City fiber optic cables.
H. Locate and identify all existing and/or proposed improvements, above and
below ground. Include all utilities.
I.
Locate existing vegetation (trees, etc.) that may conflict with any proposed
conduit or equipment locations.
J. Locate all ITS pull boxes, signal cabinets, and pull boxes by station and offset
dimension.
K. All ITS infrastructure shall be located within public ROW or roadway easement.
ITS infrastructure shall not be placed in the PUE.
L. A conduit bore profile shall be prepared by the contractor for each trenchless
conduit installation location and shall be approved by the City prior to
installation.
M. Proposed conduit depth, all utilities, crossing clearance dimensions, and
minimum clearances shall be shown on the bore profile.
6-2.203 Submittal Requirements
A. Plan Review Submittals:
1.
ITS infrastructure shall be shown on their respective plan sets.
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B. In addition to PDF copies of the plans, the following items are required to
accompany the plans submitted for signature to the City:
1.
AutoCAD file of the base map for the area of the plans seeking approval
including all property lines, ROW, PUE’s, easements etc.
2.
AutoCAD files showing ITS features, topographic features, monuments,
etc.
3.
All the information shall be shown on a single map, not cut sheets like the
plans and located on reasonable layers in AutoCAD.
6-2.204 City of Buckeye Permit
A. The Developer/Landowner shall secure a permit from the City for constructing
all ITS infrastructure on the approved ITS plans.
6-2.300 Materials
6-2.301 Approved ITS Materials
A. All materials must comply with ITS infrastructure standards and be confirmed
against the Approved Products list available on the City of Buckeye’s website
6-2.400 Testing Requirements
6-2.401 Power Meter Test
A. The contractor shall conduct Power Meter Tests for each fiber to measure
installed fiber cable attenuation, demonstrate connectivity, and correct
splicing. The contractor shall perform Power Meter Tests on each fiber strand
terminated with connectors utilized in circuits, in accordance with Method A.3
of TIA/EIA-526-7 – “Measurement of Optical Power Loss of Installed Single-
mode Fiber Cable Plant” and submit test results for each fiber to the Engineer.
B. The contractor shall submit proof calibration of the power meter equipment
dated less than a year to using on this project.
C. Power meter tests shall be conducted after all cable has been installed, all
splices have been made, all fiber optic pigtails have been installed, and all
break-outs have been installed. Testing shall be conducted at the cable ends
in one direction for all fiber strands using 1310 nm wave length. The testing
shall include a COB test summary spreadsheet.
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6-2.402 OTDR Tests
A. The contractor shall conduct bi-directional tests using an OTDR in
accordance with EIA/TIA-455-8 for each fiber. The contractor shall
demonstrate that the attenuation for each fiber, splice, and connector,
individually and as a whole, comply with the requirements of the project
Special Provisions. The contractor shall test each fiber at 1310 nm and 1550 nm
using a launch cable of a length recommended by the OTDR manufacturer.
The contractor shall submit OTDR traces for approval, and clearly annotate
the location of each splice and identify the measured loss. The contractor
shall submit proof calibration of the OTDR meter equipment dated less than
a year to using on the project.
B. The contractor shall test all fibers in all splice enclosures the contractor works
in, whether existing or new, including dark fibers. Each splice between two new
fibers shall introduce less than 0.10 dB attenuation. For splices between one
new and one existing, or reconnection of two existing fibers, the maximum
allowable attenuation shall be 0.3 dB.
C. The contractor shall identify unacceptable losses and make corrective
actions at no additional cost to the City. Failed splices shall be remade and
re-tested for compliance. The contractor shall replace cable in its entirety
that is not compliant with these standards, at no additional cost to the City.
D. Following completion of all testing, and approval by the City, the contractor
shall compile and submit organized test notebooks reflecting the post-
installation tests, in electronic form (PDF) on a CD to the Engineer. Each
notebook must include a fiber test summary sheet that, at a minimum, lists
the parameters specified in the COB test forms.
E. The contractor shall submit an electronic copy of the actual OTDR traces, and
any software applications required for the City to view the files.
6-2.500 As-Built Requirements
6-2.501 ITS As-Built Requirements
A. All ITS As-Built plans shall comply with COB EDS Section 1-2 – As-Built
Requirements.
[End of Section]
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Appendix A – Standard Details
62101
Typical ITS Pull Box and Conduit Locations
62102
ITS Trench
62103
No. 9 Pull Box Locations
62105-1
No. 9 Pull Box Wiring and Splicing Detail (1 of 2)
62105-2
No. 9 Pull Box Wiring and Splicing Detail (2 of 2)
62106
No. 9 Pull Box Fiber Optic Splice Procedure
62107-1
No. 9 Pull Box (1 of 2)
62107-2
No. 9 Pull Box (2 of 2)
62108
No. 8 Pull Box
62122
No. 9 Pull Box Wiring and Splicing Diagram
TYPICAL ITS PULL BOX AND
CONDUIT LOCATIONS
DETAIL NO:
REVISED:
62101
12-17-25
1. THE CUMULATIVE SUM OF BENDS BETWEEN PULL BOXES SHALL
NOT BE GREATER THAN 270o FOR EACH REDUNDANT RUN.
2. STANDARD IS TO LOCATE ITS CONDUIT UNDERNEATH
EXISTING/FUTURE SIDEWALK.
3. STANDARD IS TO INSTALL ITS INFRASTRUCTURE ON THE NORTH
OR WEST SIDE OF THE ROADWAY. ITS INFRASTRUCTURE TO BE
INSTALLED ON THE SOUTH OR EAST SIDE OF THE ROADWAY
WHEN DIRECTED BY THE CITY.
GENERAL NOTES:
CROSSING STREET WITH SIGNAL
INSTALL 1 NO. 9 PULL BOX ON CORNER
OF EACH SIGNALIZED INTERSECTION.
MAXIMUM SPACING BETWEEN NO. 9
PULL BOXES = 1/2 MILE
ARTERIAL STREET, PARKWAY, OR
OTHERWISE IDENTIFIED ON PLAN
SEE NOTE 2
(2) 7-WAY MICRODUCTS
SEE ITS TRENCH DETAIL IN
COB DET 62102 (TYP)
SIGNALIZED
INTERSECTION. SEE
COB DET 64210
CROSSING ARTERIAL
CITY OF BUCKEYE
MUP/SIDEWALK (TYP)
INSTALL 1 NO. 9 PULL BOX ON
CORNER (SEE COB DET 62107)
VARIABLE
50' (TYP)
NORTH
NOT TO SCALE
SEE NOTE 2
(2) 7-WAY MICRODUCTS
SEE ITS TRENCH DETAIL IN
COB DET 62102 (TYP)
INSTALL 1 NO. 9 PULL BOX ON
CORNER (SEE COB DET 62107)
INSTALL 1 NO. 9 PULL BOX ON CORNER
OF EACH SIGNALIZED INTERSECTION.
MAXIMUM SPACING BETWEEN NO. 9
PULL BOXES = 1/2 MILE
NORTH
OR
STANDARD ALIGNMENT
SEE NOTE 3
ALTERNATIVE ALIGNMENT
SEE NOTE 3
ITS TRENCH
DETAIL NO:
REVISED:
62102
12-17-25
1. WIDTH OF TRENCH SHALL BE PER 7-WAY MICRODUCT MANUFACTURER
INSTALLATION REQUIREMENTS.
2. ALL LONGITUDINAL TRENCH CUTS WITHIN 2' OF EXISTING PAVEMENT
SHALL BE BACKFILL 100% WITH ABC AND COMPACTED TO 95%. LAST
TWO FEET SHALL BE COMPACTED TO 100%.
3. ALL TRENCHING IN UNPAVED STREETS CAN USE NATIVE BACKFILL.
THIS ALSO INCLUDES STREETS THAT WILL BE COMPLETELY
RECONSTRUCTED.
4. TRENCH COMPACTION SHALL MEET BACKFILL TYPE 1, PER MAG
SPECIFICATIONS TABLE 601.
5. TRENCHES IN EXISTING ROADS SHALL BE PER MAG STD DET 200
"T-TOP".
6. 4 MIL NON DETECTABLE PLASTIC WARNING TAPE SHALL BE PLACED 12"
TO 16" BELOW FINISHED SUBGRADE. THIS SHALL BE FIBER OPTIC
SPECIFIC AND SHALL BE PERMANENTLY IMPRINTED EVERY 36" WITH
"CAUTION BURIED FIBER OPTIC LINE BELOW".
GENERAL NOTES:
SEE NOTE 6
24" - 36"
SEE NOTE 1
NOT TO SCALE
TYPE A - IN PAVEMENT
TYPE B - OUTSIDE OF PAVEMENT
MIN
SEE NOTES 1, 2, AND 5
(1) 7-WAY MICRODUCT, ORANGE
WITH ARMORED SHEATH
(1) 7-WAY MICRODUCT, RED
SEE NOTE 6
SEE NOTE 1
MIN
(1) 7-WAY MICRODUCT, ORANGE
WITH ARMORED SHEATH
(1) 7-WAY MICRODUCT, RED
24" - 36"
7-WAY NON-ARMORED MICRO-DUCT 18mm/14mm
7-WAY ARMORED MICRO-DUCT 18mm/14mm
0.070"±0.010"
ORANGE HDPE
OVERSHEATH
RIP CORD (x2)
(OPTIONAL)
STEEL ARMOR
Ø2.54"
0.110"±0.010"
ORANGE HDPE
OVERSHEATH
DURA-LINE DRAWING #: ADDD 2253
DURA-LINE DRAWING #: ADDD 2177
Ø2.27"
0.070"±0.010"
RED HDPE
OVERSHEATH
20 AWG INSULATED
COPPER WIRE
RIP CORD (x2)
(OPTIONAL)
NO. 9 PULL BOX LOCATIONS
DETAIL NO:
REVISED:
62103
12-17-25
1. DETAIL IS AN EXAGGERATED SCHEMATIC TO ILLUSTRATE THE CONDUITS AND
NO. 9 PULL BOX AT THE INTERSECTION.
2. SEE CITY OF BUCKEYE TRAFFIC SIGNAL MANUAL AND STANDARDS FOR SIGNAL
CONDUIT, PULL BOX, AND CONTROLLER/CABINET REQUIREMENTS.
GENERAL NOTES:
MAJOR INTERSECTION
(2) 7-WAY MICRODUCTS
(2) 7-WAY MICRODUCTS
MAJOR INTERSECTION WITH
SLIP RIGHT TURN LANE
(2) 7-WAY MICRODUCTS
(2) 7-WAY MICRODUCTS
(1) 2" CONDUIT
(2) 7-WAY MICRODUCTS
ROW
(2) 7-WAY MICRODUCTS
NO. 9 PULL BOX PER
COB DET 62107
NO. 9 PULL BOX PER
COB DET 62107
(2) 7-WAY MICRODUCTS
ROW
(1) 2" CONDUIT
(2) 7-WAY MICRODUCTS
NORTH
NOT TO SCALE
NORTH
OR
NO. 9 PULL BOX
WIRING AND SPLICING DETAIL (1 OF 2)
REVISED:
12-20-25
TO TRAFFIC
SIGNAL
CABINET
1. NO. 9 PULL BOXES SHALL BE PER COB STD. DET. 62107.
2. THE HDPE WITH 7-WAY MICRO-DUCT SHEATH SHALL COVER THE MICRO-DUCTS 6 INCHES INSIDE THE PULL BOXES AS SHOWN.
3. HINGES FOR THE NEW TRAFFIC SIGNAL PULL BOX COVER AND PULL BOX COVER SHALL BE POSITIONED ALONG THE SIDE
FURTHEST FROM THE ITS PULL BOX SO THE NEW PULL BOX COVERS OPEN AWAY FROM THE ITS PULL BOX AND DO NOT RESTRICT
THE ITS PULL BOX FROM BEING USED AT THE SAME TIME.
4. HINGES FOR THE ITS PULL BOX COVER SHALL BE POSITIONED TOWARDS THE RIGHT-OF-WAY LINE SO THE PULL BOX COVER DOES
NOT BLOCK THE VIEW OF THE ROADWAY WHEN INSIDE.
5. IF NO SPLICE CLOSURE EXISTS WITHIN THE PULL BOX, HEAT SHRINK END CAPS SHALL BE USED TO PROTECT FIBER.
6. THE TRUNK LINE CABLE SHALL HAVE 100' OF NOMINAL SLACK (50' ENTRY/50' EXIT).
7. TRAFFIC SIGNAL CONDUIT, AND BRANCH CABLE SHALL BE INSTALLED ONLY AT SIGNALIZED INTERSECTIONS.
SEE ITS TRENCH
DETAIL IN COB
STD. DET. 62102
SEE ITS TRENCH
DETAIL IN COB
STD. DET. 62102
NEW HDPE WITH ARMORED
7-WAY MICRO-DUCT (ORANGE)
NEW SMFO BRANCH CABLE
(AS REQUIRED; SEE NOTE 7)
6" (TYP.)
SPLICE CLOSURE
NO. 9 ITS PULL BOX
NEW CONDUIT PER PLANS
(AS REQUIRED; SEE NOTE 7)
NEW SMFO TRUNK
LINE CABLE
NEW HDPE WITH
NON-ARMORED 7-WAY
MICRO-DUCT (RED)
SIX REMAINING
MICRO-DUCTS
WITH COUPLERS
TOP VIEW
DETAIL NO:
62105-1
GENERAL NOTES:
NO. 9 PULL BOX
WIRING AND SPLICING DETAIL (2 OF 2)
DETAIL NO:
REVISED:
62105-2
12-19-25
1. BACKFILL WITH CLASS "B" CONCRETE AGGREGATE DESIGNATED
SIZE NO. 57 AGGREGATE BELOW PULL BOX. BACKFILL AROUND
SIDES OF PULL BOX WITH BACKFILL MATERIAL AND THOROUGHLY
COMPACT AT 95% MAX. DENSITY.
2. CONTRACTOR SHALL COORDINATE WITH CITY STAFF FOR SPLICE
CLOSURE PLACEMENT AND ATTACHMENT WITHIN PULL BOX.
3. INSTALL 3" PVC CONDUIT SLEEVE IN PULL BOX TERM-A-DUCT
EXTENDING 2 FEET FROM PULL BOX TO PREVENT DIRT AND
WATER FROM ENTERING PULL BOX.
4. ALL UNUSED MICRODUCTS SHALL BE CONTINUED THROUGH THE
PULLBOX. CITY FIBER WILL RESIDE IN THE BLUE MICRODUCT.
5. GROUND WIRE IS TIED TO THE LUG ON THE METAL LID.
GENERAL NOTES:
NOT TO SCALE
SIDE VIEW
MATERIAL LIST
ITEM
DESCRIPTION
WARNING TAPE (AS REQUIRED)
NO. 9 PULL BOX
CLASS "B" CONC. AGG. DESIGNATED SIZE NO. 57
SINGLE MODE FIBER OPTIC CABLE (SMFO)
#8 GREEN BOND (AS REQUIRED)
FIBER OPTIC SPLICE CLOSURE (TOTAL OF 2, LOCATED ON OPPOSITE WALLS)
CONDUIT PER PLANS
#12 LOCATOR WIRE (THW) WITH 25 FEET OF SLACK TIED TO LOCATOR WIRE IN MICRODUCT
RACK & HOOK (EACH WALL TYP)
SINGLE MODE FIBER OPTIC BRANCH CABLE (AS REQUIRED)
100' NOMINAL SLACK (50' ENTRY/50' EXIT)
1
10
4
9
2
1
7
6
8
11
3
5
7
36" TYP
SEE NOTE 3
18" MIN
11
SEE NOTE 1
SEE NOTE 1
12" - 16" TYP
6"
MIN
1
2
3
4
5
6
7
8
9
10
11
SEE NOTE 5
8' COPPER ROD
12
12
SEE NOTE 4
NO. 9 PULL BOX
FIBER OPTIC SPLICE PROCEDURE
DETAIL NO:
REVISED:
62106
12-17-25
1. TRACER WIRES TO BE ATTACHED TO EACH OTHER.
2. PROVIDE 50 FEET (NOMINAL) OF SLACK FOR EACH ENTERING FIBER
OPTIC CABLE AND 10 FEET OF SLACK ON ANY ENTERING
CONDUCTORS. NON-TRADITIONAL SPLICE LOCATIONS MAY REQUIRE
ADDITIONAL SLACK.
3. COMMUNICATION CABLES SHALL BE TAGGED WITH CABLE
IDENTIFICATION. CONTACT CITY STAFF FOR REQUIREMENTS.
4. FIBER SLACK COILED AND MOUNTED TO RACK OFF OF GROUND.
5. PULL BOXES ARE NOT ALLOWED IN SIDEWALKS, RAMPS OR DRAINAGE
AREAS.
6. SEE ADDITIONAL NO. 9 PULL BOX DETAILS FOR PROFILE VIEW
REQUIREMENTS.
7. DIMENSIONS ARE NOMINAL AND CONSIDERED THE MINIMUM.
VARIANCES FOR LARGER DIMENSIONS PER APPROVAL FROM THE
CITY.
8. SEE APPROVED MATERIALS LIST FOR PULL BOXES, LIDS, CONDUITS,
AND FITTINGS.
9. ALL CONDUITS SHALL BE SEALED WITH A WATERPROOF DUCT PLUG.
10.PULL BOX LID SHALL BE 1 INCH ABOVE UNFINISHED GRADE. PULL BOX
SHALL HAVE A MINIMUM OF 1 FOOT CONCRETE COLLAR POURED
AROUND THEM WHERE THEY ARE NOT LOCATED BEHIND CURB OR
SIDEWALK.
GENERAL NOTES:
NOT TO SCALE
FIBER OPTIC SPLICE PROCEDURE
SEE NOTES 3 & 4
SPLICE CLOSURE
(MOUNTED ON RACK)
TRUNKLINE FIBER
OPTIC CABLE
FIBER OPTIC
BRANCH TO
CABINET
STEP 3
TRUNKLINE
FIBER OPTIC
CABLE
TRUNKLINE
FIBER OPTIC
CABLE
TRUNKLINE
FIBER OPTIC
CABLE
FIBER OPTIC
BRANCH TO
CABINET
STEP 2
SPLICE
CLOSURE
CABLES ARE TO
BE COILED AND
PLACED INSIDE
THE PULL BOX
FIBER BRANCH CABLE TO ENTER SPLICE
CLOSURE. CABLES ARE TO BE CUT TO THE
SAME LENGTH AND SPLICED. CLOSURE SHALL
BE SEALED WITH A WATERPROOF DUCT PLUG.
STEP 1
TRUNKLINE FIBER
OPTIC CABLE
FIBER OPTIC
BRANCH TO
CABINET
TRUNKLINE FIBER
OPTIC CABLE
TO SPLICE
CLOSURE
PLACE CABLE STRAPS TO
SECURE CABLES
50' NOMINAL SLACK FOR
EACH FIBER OPTIC CABLE
ENTERING PULL BOX
TOP VIEW
TOP VIEW
TOP VIEW
NO. 9 PULL BOX (1 OF 2)
DETAIL NO:
REVISED:
62107-1
12-17-25
NOT TO SCALE
PLAN VIEW WITH COVER
PENTA HEAD LOCK
DOWN BOLT
PADLOCK
COVER PLATE
RECESSED
LIFTING HANDLE
31A62 180° TORSION ASSIST
FRAME AND COVER
"COB ITS" IN 2" LETTERING
(4) PULLING IRONS
8" DIA.
SUMP HOLE
(2) 2.5" DIA.
GROUND ROD
KNOCKOUTS
PLAN VIEW
4'-0"
4'-0"
2'-0"
7"
6"
3'-6"
4'-0"
3'-8"
1'-11"
6"
6"
2'-5"
5"
5"
5"
9"
9"
6"
6"
SECTION VIEW
(8) P4000 UNISTRUT
(24")
(2 EACH SIDE)
(24) 3" SCHEDULE 40
TERM-A-DUCTS, 2 STEP
DESIGN FOR 3.35" DIA.
AND 3.5" DIA. PVC PIPE (6
PER SIDE/4 SIDES)
3'-6"
4'-0"
5"
2'-5"
1'-11"
3'-8"
6"
4'-2"
5"
1'-6"
5"
5"
6"
4"
6"
5"
4"
6"
END VIEW
NO. 9 PULL BOX (2 OF 2)
DETAIL NO:
REVISED:
62107-2
12-19-25
1. BACKFILL WITH CLASS "B" CONCRETE AGGREGATE DESIGNATED SIZE
NO. 57 AGGREGATE BELOW PULL BOX. BACKFILL AROUND SIDES OF
PULL BOX WITH SELECT EXCAVATED MATERIAL AND THOROUGHLY
COMPACT AT 95% MAX. DENSITY.
2. CONDUIT FROM THE TYPICAL TRENCH SECTION SHALL NOT DEFLECT
BY MORE THAN 1"/12" FROM THE ALIGNMENT PRECEDING OR
FOLLOWING THE PULL BOX.
3. TOP OF CONDUITS SHALL BE LOCATED AT 24" - 36" BELOW EXISTING
GROUND. CONDUITS AT PULL BOXES SHALL DEFLECT NO MORE THAN
1"/12" TO ENTER PULL BOX. CONDUITS SHALL BE FLUSH WITH INSIDE
OF PULL BOX.
4. ALL NEW PULL BOXES SHALL BE FURNISHED WITH RACKS AND HOOKS
INSTALLED.
5. PLUG EACH UNUSED CONDUIT END WITH APPROVED, WATERPROOF
DUCT PLUG.
6. "COB ITS" SHALL BE THE TITLE EMBOSSED ON THE LID.
7. PULL BOX LID SHALL BE 1" ABOVE FINISHED GRADE IN UNPAVED
AREAS. SEE APPROVED MATERIALS LIST FOR PULL BOXES, LIDS,
CONDUITS, AND FITTINGS.
8. LID SHALL OPEN 180 DEGREES WITH A TORSION BAR LIFT ASSIST.
9. LID SHALL BE DIAMOND PLATE AND HAVE GALVANIZED FINISH.
10.BOX SHALL BE ORIENTED SO THAT LID OPENS AWAY FROM ANY
ROADWAY LANE.
11.COVER HARDWARE SHALL BE CADMIUM PLATED.
12.RECESSED PADLOCK MAY BE LOCATED ON EITHER SIDE OR ON THE
OPENING SIDE OF THE COVER.
13.PULLING IRONS SHALL BE Ø3/4" COLD ROLLED GALVANIZED STEEL.
14.WEIGHT: COVER = 1075#, VAULT 3250# - 4250#, TOTAL 4325# - 5325#.
15.NON-SHRINK GROUT SHALL BE USED AROUND CONDUITS
PENETRATING THE PULL BOX.
16. ALL BOX JOINTS SHALL BE SEALED USING CONSEAL CS-101 BUTYL
RUBBER ROPE.
17.GROUT OR SEAL SHALL BE USED AROUND CONDUITS PENETRATING
THE PULL BOX.
18.ONE - 5/8" X 8' COPPER-CLAD GROUND ROD (10 MILS MINIMUM) SHALL
BE INSTALLED INTO ONE OF THE GROUND ROD KNOCK-OUTS IN THE
BOTTOM OF THE PULL BOX.
GENERAL NOTES:
NOT TO SCALE
RACKING PACKAGE DETAIL
PLAN SYMBOL
EXISTING
NEW
8 - 18 HOLE RACK
16 - 0.5" SPRING NUTS AND BOLT
16 - 7.5" STRAIGHT HOOKS
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c = 4500 PSI
2. REBAR ASTM A-615 GRADE 60
3. MESH: ASTM A-185 GRADE 65
4. DESIGN: ACI-318-99 BUILDING CODE AND ASTM C-857 "MINIMUM
STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST
CONCRETE LOADING STRUCTURES"
5. LOADS: HS20 WHEEL LOADING IN OFF-STREET LOCATIONS WHERE
NOT SUBJECTED TO HIGH DENSITY TRAFFIC
80 PSF LATERAL LIVE LOAD SURCHARGE - UP TO 8'-0" DEPTH
SOIL: 40 PCF LATERAL SOIL PRESSURE ABOVE WATER TABLE
80 PCF LATERAL SOIL PRESSURE BELOW WATER TABLE
120 PCF SOIL DENSITY
6. SOIL COVER: 0' TO 5' (MAX.)
STRUCTURAL NOTES:
NO. 8 PULL BOX
DETAIL NO:
REVISED:
62108
12-17-25
XXXXXX
1. ONE - 5/8" X 8' COPPER-CLAD GROUND ROD (10 MILS MIN)
SHALL BE INSTALLED IN ONE CORNER OF PULL BOX.
2. THE TITLE EMBOSSED ON THE LID SHALL BE AS FOLLOWS:
·
"COB ITS"
2" LETTERING TO BE
APPROVED BY THE CITY
ENGINEER. LID SHALL BE
LABELED AS SPECIFIED IN
GENERAL NOTE 2.
PLAN SYMBOL
NEW
EXISTING
NO. 8 ITS PULL BOX
(ITS)
(ITS)
2X Ø0.625" THRU HOLE
W/ Ø1.25" X 0.5"
DP C'BORE
SKID RESISTANT
SURFACE MS-86
0.375"-16 UNC X 4 LG
S.S. HEX HEAD BOLT
2 PLACES
Ø0.375" S.S.
FLAT WASHER
2 PLACES
0.5" X 4 PULL SLOT
W/ Ø0.25" CENTER PIN
2 PLAN
7.5" LG CABLE
RACK HOOKS (4 PLACES)
2 EACH SIDE WALL
0.375"-16 UNC
SELF-ALIGNING,
REPLACEABLE S.S. EZ-NUT
2 PLACES
36 CABLE RACK
4 PLACES-2 EACH SIDE WALL
0.5"-13 UNC
LIFTING BOLT
4 PLACES
16X 1.75" KNOCKOUT FOR 1.25"
TERMINATOR
(8 EACH SIDE DIRECTLY
ACROSS FROM EACH OTHER)
1.25"
BELL END
16 PLACES
(8 EACH END
DIRECTLY ACROSS
FROM EACH OTHER)
GENERAL NOTES:
NO. 9 PULL BOX WIRING AND
SPLICING DIAGRAM
DETAIL NO:
REVISED:
62122
12-17-25
NEW SPLICE CLOSURE
NEW SPLICE
(TYP.)
TRAFFIC SIGNAL CABLE SPLICE DETAIL
BL
GR
BR
SL
WH
RD
BK
YL
VI
BL (FIBERS 1 TO 24)
GR (FIBERS 49 TO 72)
BR (FIBERS 73 TO 96)
SL (FIBERS 97 TO 120)
WH (FIBERS 121 TO 144)
RD (FIBERS 145 TO 168)
BK (FIBERS 169 TO 192)
YL (FIBERS 193 TO 216)
VI (FIBERS 217 TO 240)
288 SMFO TRUNK LINE CABLE
BL (25)
OR (26)
GR (27)
BR (28)
SL (29)
WH (30)
RD (31)
BK (32)
YL (33)
VI (34)
RS (35)
AQ (36)
BL (37)
OR (38)
GR (39)
BR (40)
SL (41)
WH (42)
RD (43)
BK (44)
YL (45)
VI (46)
RS (47)
AQ (48)
288 SMFO TRUNK LINE CABLE
BL (FIBERS 1 TO 24)
BL
OR
OR
BL (25)
OR (26)
GR (27)
BR (28)
SL (29)
WH (30)
RD (31)
BK (32)
YL (33)
VI (34)
RS (35)
AQ (36)
BL (37)
OR (38)
GR (39)
BR (40)
SL (41)
WH (42)
RD (43)
BK (44)
YL (45)
VI (46)
RS (47)
AQ (48)
OR
OR
ETHERNET
SWITCH
TRAFFIC SIGNAL
CABINET
1 2 3 4 5 6
FIBER OPTIC PATCH CABLES
12 SMFO PRETERMINATED
BINDER GROUP 1
BINDER GROUP 2
7 8 910 1112
RS
AQ
RS (FIBERS 241 TO 264)
AQ (FIBERS 265 TO 288)
GR
BR
SL
WH
RD
BK
YL
VI
GR (FIBERS 49 TO 72)
BR (FIBERS 73 TO 96)
SL (FIBERS 97 TO 120)
WH (FIBERS 121 TO 144)
RD (FIBERS 145 TO 168)
BK (FIBERS 169 TO 192)
YL (FIBERS 193 TO 216)
VI (FIBERS 217 TO 240)
RS
AQ
RS (FIBERS 241 TO 264)
AQ (FIBERS 265 TO 288)