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Utility Design Criteria for

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Title: Utility Design Criteria for


1
Utility Design Criteria for
Highway Relocation Projects
Florida Utilities Coordinating Committee
Educational Workshop Nov. 5th, 2003
2
Overhead Electric Distribution Facilities
3
Design Criteria
  • What are the requirements of the utility to
    design a relocation project ?
  • What are some of the problems associated with
    utility design ?
  • What are the steps in designing a utility
    relocation ?
  • What factors effect the utility relocation design
    time ?
  • What is required for the final design to be
    completed ?

4
What are the requirements of the utility to
design a relocation project ?
  • Limits of any right-of-way acquisitions
  • Proposed roadway geometry
  • Existing as well as future site conditions
  • All major elements of the construction
  • Bridges or overpasses
  • Drainage structures
  • MSE or Noise walls
  • Signal poles
  • Roadway lighting poles
  • Overhead signs

5
What are some of the problems associated with
utility design ?
  • Design a relocation that meets all the standard
    construction practices of that utility
  • Design a relocation that minimizes the impact to
    the right-of-way (uses as little r/w as possible)
  • Design a facility that can be maintained during
    the roadway construction activities
  • Design for obstructions adjacent to the
    right-of-way
  • Design a facility that meets all NESC clearance
    and safety requirements
  • Design so that the utility and the roadway can be
    constructed within the OSHA code requirements

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What are the steps in designing a utility
relocation ?
  • Determine future load growth requirements
  • Access possible alternate routes or realignment
    within the existing right-of-way
  • Determine requirements of existing or proposed
    joint pole users
  • Determine all permitting requirements associated
    with the possible design alternatives
  • Evaluate the the cost to benefit ratios of the
    possible design alternatives
  • Evaluate future maintenance requirements of the
    possible design alternatives

21
What factors effect the utility relocation design
time ?
  • The complexity of the roadway improvement project
  • The number and size of the utilities sharing the
    right-of-way
  • The permitting requirements of the utility
    relocation design
  • Changes in roadway design after the utility
    design process has begun
  • Addition or change in drainage, lighting,
    signalization or signing plans

22
What is required for the final design to be
completed ?
  • Final roadway plans including all structure and
    drainage plan sheets
  • Final signalization, signing and lighting plans
  • All right-of-way acquisition that effects the
    utility relocation completed
  • Final approval for the utility construction from
    all required permitting agencies
  • Proposed alignments of all other utilities within
    the right-of-way
  • Final MOT and construction phasing plans
  • Final requirements of all joint pole users

23
Proposed cantilever sign structure
Existing 12,470 volt overhead primary
24
Closest energized conductor of overhead line
OSHA required clearance for sign construction and
maintenance 10 0 - 50,000 volts
NESC minimum clearance 6 0 - 750
volts 8 750 - 22,000 volts
Proposed Cantilever sign
25
Existing overhead 12,470 volt lines To be
removed To remain
Proposed
Existing traffic signal span wires attached to
power poles
26
Proposed Mast arm traffic signals
27
Existing proposed 12,470 volt lines signal
span wires with proposed mast arm traffic signals
Design Change Increase pole height on proposed
line to provide NESC and OSHA clearances Old
poles to remain until removal of signal span wires
Result Maximum clear working height for drill
shaft and signal pole installation 30 Or
contractor and his equipment certified for work
on high voltage
28
Proposed highway lighting poles
29
Existing proposed 12,470 volt lines signal
span wires with proposed mast arm traffic signal
poles proposed highway lighting poles
No change in proposed design required
Contractor and equipment must maintain 10
clearance from 12,470 volt lines during light
pole installation or be certified for high
voltage work
30
Existing Intersection Looking North
31
Existing Intersection Looking West
32
Existing 12,470 volt overhead double circuit
primary line located at R/W line to remain in
place
Two existing 230kv transmission steel tower lines
to remain in place
Proposed bridge structure over Cross Bayou Canal
33
Vertical clearances also required from 230kv
transmission lines
12,470 volt line
12,470 volt line
10
10
Clearance required from 12,470 volt line for
bridge structure construction equipment
25
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Distance from face of pole to face of structure
34
Existing Cross Bayou Canal, South Side of R/W
Looking West
35
Existing Transmission Crossing R/W at Cross Bayou
Canal, Looking NW
36
Temporary Overhead Lines to Clear Bridge
Construction Phase I MOT
37
10
Proper clearance from existing E/W 12,470 volt
line to allow construction of signal pole
38
Proper vertical clearance from 120 N/S 120 volt
line for signal pole maintenance
2
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Improper horizontal clearance from N/S 12, 470
volt line for signal pole installation
39
Multi-story structures adjacent to R/W
40
Existing billboard adjacent to R/W
Relocated 12,470 volt primary line
41
Bonded grounded conductors
Underground dip to provide NESC OSHA clearances
42
Improper clearance for sign maintenance
Sign meats all horizontal requirements as it is
but can not be maintained on the N/W face of the
sign due to 12,470 volt lines
43
12,470 volt line
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Does this meet code ?
44
Yes
12
45
Relocated pole line
R/W
Trees at or near the right-of-way line
46
Additional Facilities Required Due to Offset in
R/W Line
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