01.00-00A - Progress Energy Inc DEF X DEC DEM MECHANICAL LOADING REQUIREMENTS AND CLEARANCES...
Transcript of 01.00-00A - Progress Energy Inc DEF X DEC DEM MECHANICAL LOADING REQUIREMENTS AND CLEARANCES...
3/31/16
KATIGBAK BURLISON ADCOCK
SECTION 1 - OVERHEAD GENERAL
TABLE OF CONTENTS
INTRODUCTION 01.01-100
0
1
APPR.REVISED BY CK'D
2
3
01.01 GENERAL
01.00-00A
DEFDEP
X
DEMDEC
MECHANICAL LOADING REQUIREMENTS AND CLEARANCES 01.01-102A
MECHANICAL LOADING REQUIREMENTS AND CLEARANCES 01.01-102B
COMBINED ICE AND WIND DISTRICT LOADING 01.01-112
FLORIDA EXTREME WIND REGIONS 01.01-114
KENTUCKY, OHIO, INDIANA AND CAROLINAS EXTREME WIND REGIONS 01.01-116
NORTH AND SOUTH CAROLINA, INDIANA/OHIO/KENTUCKY
EXTREME ICE AND CONCURRENT WIND REGION 01.01-120
POLEFOREMAN 01.02-100
01.02 POLEFOREMAN
POLEFOREMAN - OUTPUT EXAMPLE 01.02-102A
POLEFOREMAN - OUTPUT EXAMPLE 01.02-102B
GIS SYMBOLS OVERHEAD AND UNDERGROUND 01.03-102A
01.03 SYMBOLOGY
GIS SYMBOLS OVERHEAD AND UNDERGROUND 01.03-102B
SERVICE TO MINES 01.05-100
01.05 SPECIAL APPLICATIONS
REQUESTS FOR MARKER BALLS ON OVERHEAD DISTRIBUTION FACILITIES 01.05-102
REQUIREMENTS FOR CRANES AND OTHER EQUIPMENT WORKING
NEAR OR UNDER DISTRIBUTION LINES 01.05-104
STANDING ORDERS 01.06-100
01.06 STANDING ORDERS
DEFECTIVE TAG 01.05-106
GIS DEVICE DESCRIPTIONS 01.03-100A
GIS DEVICE DESCRIPTIONS 01.03-100B
REVISED BY CK'D APPR.
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WHITE WHITE ADCOCK
INTRODUCTION
01.01-100
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DEMDEC
X X X
WELCOME TO THE NEW DUKE ENERGY STANDARDS MANUAL. THIS MANUAL IS BEING
INTRODUCED IN SECTIONS IN AN EFFORT TO MANAGE THE AMOUNT OF MATERIAL
(MANUAL SHEETS) BEING DELIVERED AND IMPLEMENTED IN THE FIELD AT ONE TIME.
THIS IS A MULTI-YEAR PROCESS WHICH BEGAN IN 2015 AND WILL CONTINUE
THROUGH 2016 AND 2017.
THESE STANDARDS SPECIFY HOW THE DUKE ENERGY DISTRIBUTION SYSTEM IS TO
BE CONSTRUCTED IN EACH DUKE ENERGY JURISDICTION. THESE STANDARDS SHALL
BE USED ON ALL NEW CONSTRUCTION. THIS INCLUDES RELOCATION PROJECTS,
RECONDUCTORING PROJECTS, AND OTHER TARGETED IMPROVEMENT PROJECTS.
WHERE FEASIBLE AND PRACTICAL, THESE STANDARDS SHOULD ALSO BE USED ON
EXISTING FACILITIES WHEN INSTALLING NEW EQUIPMENT OR REPLACING EXISTING
EQUIPMENT. GOOD ENGINEERING AND ECONOMIC JUDGMENT MUST BE APPLIED.
LOCAL DESIGN ENGINEERING SHALL INDICATE THE SCOPE AND EXTENT OF WORK TO
BE COMPLETED ON EACH WORK REQUEST. IF ASSISTANCE IS NEEDED BEYOND LOCAL
ENGINEERING AND DESIGN, PLEASE CONTACT DISTRIBUTION STANDARDS.
CONSTRUCTION QUALITY AUDIT SCORES WILL BE BASED ON REASONABLE
APPLICATION OF THE STANDARDS SHOWN IN THIS MANUAL.
FOR STANDARDS RELATED NEEDS NOT YET COVERED IN THE ENTERPRISE WIDE
STANDARDS MANUALS, INDIVIDUALS SHOULD DEFAULT TO THEIR LEGACY MANUALS.
REVISED BY CK'D APPR.
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BURLISON WHITE ADCOCK
MECHANICAL LOADING
REQUIREMENTS AND CLEARANCES
01.01-102A
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DEMDEC
X X X
THE NATIONAL ELECTRIC SAFETY CODE (NESC) MANDATES THE BASIC STRENGTHS AND CLEARANCES REQUIRED
FOR DISTRIBUTION LINES. DUKE ENERGY CONSTRUCTION SPECIFICATIONS ARE DESIGNED TO MEET THE
REQUIREMENTS OF THE NESC WHEN FOLLOWED AS SPECIFIED. DEVIATION FROM THESE SPECIFICATIONS MUST
BE EVALUATED BY QUALIFIED PERSONNEL TO ENSURE THE DEVIATION DOES NOT CREATE A NESC VIOLATION.
THE NESC DEFINES THE GRADE OF CONSTRUCTION THAT SHALL BE USED. GRADE C IS REQUIRED FOR MOST
DUKE ENERGY DISTRIBUTION LINES. UNLESS SPECIFICALLY NOTED, THESE DUKE ENERGY CONSTRUCTION
SPECIFICATIONS MEET THE REQUIREMENTS OF GRADE C. GRADE B IS REQUIRED IN SPECIAL LOCATIONS AS
DEFINED BY THE NESC LIKE RAILROAD CROSSINGS, LIMITED ACCESS HIGHWAY CROSSINGS, AND NAVIGABLE
WATERWAY CROSSINGS. WHEN GRADE B LINES ARE REQUIRED, POLEFOREMAN SHOULD BE USED TO ANALYZE
THE STRENGTH OF POLES, CROSSARMS, BRACKETS, INSULATORS, GUYS AND ANCHORS FOR COMPLIANCE.
THE NESC DEFINES THE LOADING REQUIREMENTS THAT SHALL BE MET BY DISTRIBUTION LINES AND STRUCTURES.
GRADE OF CONSTRUCTION
LOADING DISTRICTS
DUKE ENERGY SERVICE TERRITORY IN THE US LIES IN THREE COMBINED ICE AND WIND LOADING DISTRICTS.
1. FLORIDA LIES IN THE LIGHT LOADING DISTRICT. STRUCTURE, STRUCTURE MEMBERS AND LINES MUST
POSSESS SUFFICIENT STRENGTH TO WITHSTAND A 9 LB/FT (APPROXIMATELY 60 MPH) WIND AT 30° F.
2. THE CAROLINAS, KENTUCKY AND OHIO AREAS OF DUKE ENERGY LIE IN THE MEDIUM LOADING DISTRICT.
STRUCTURE, STRUCTURE MEMBERS AND LINES MUST POSSESS SUFFICENT STRENGTH TO WITHSTAND A
4 LB/FT (APPROXIMATELY 40 MPH) WIND AT 15°F WITH THE LINES COVERED WITH 1/4" RADIAL
THICKNESS OF ICE.
3. INDIANA LIES IN THE HEAVY LOADING DISTRICT. STRUCTURE, STRUCTURE MEMBERS AND LINES MUST
POSSESS SUFFICIENT STRENGTH TO WITHSTAND A 4 LB/FT (APPROXIMATELY 40 MPH) WIND AT 0°F
WITH THE LINES COVERED WITH 1/2" RADIAL THICKNESS OF ICE.
IN ADDITION, THE NESC DEFINES LOAD FACTORS THAT MUST BE APPLIED TO THE RATED STRENGTH OF
STRUCTURES, STRUCTURE MEMBERS AND LINES WHEN DETERMINING THEIR ABILITY TO SUPPORT THE LOADING
AT THESE ZONE CONDITIONS.
2
2
2
SEE MAP ON DWG. 01.01-112.
COMBINED ICE AND WIND DISTRICT LOADING
REVISED BY CK'D APPR.
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MECHANICAL LOADING
REQUIREMENTS AND CLEARANCES
01.01-102B
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IF A STRUCTURE, WIRES OR ANY SUPPORTED FACILITY EXCEEDS 60 FT. ABOVE GROUND, THEN THE STRUCTURE
AND SUPPORTS MUST BE DESIGNED TO MEET THE REQUIREMENTS OF EXTREME WIND LOADING. THIS IS IN
ADDITION TO THE REQUIREMENTS OF COMBINED ICE AND WIND DISTRICT LOADING. THE EXTREME WIND MAPS
POLEFOREMAN PROGRAM IS THE COMPANY'S STANDARD FOR STRUCTURE DESIGN TO ENSURE COMPLIANCE WITH
THIS RULE.
IN ADDITION TO THE 60 FT. RULE, THERE MAY BE TIMES WHEN EXTREME WIND LOADING REQUIREMENTS WILL BE
APPLIED TO ALL STRUCTURES OF A CIRCUIT OR AREA REGARDLESS OF HEIGHT. PQR&I SHALL IDENTIFY CIRCUIT
OR LOCATIONS WHERE EXTREME WIND LOADING SHALL BE APPLIED IN ADDITION TO THE 60 FT. RULE.
IF A STRUCTURE, WIRES OR ANY SUPPORTED FACILITY EXCEEDS 60 FT. ABOVE GROUND, THEN THE STRUCTURE
AND SUPPORTS MUST BE DESIGNED TO MEET THE REQUIREMENTS OF EXTREME ICE AND CONCURRENT WIND
LOADING. THIS IS IN ADDITION TO THE REQUIREMENTS OF COMBINED ICE AND WIND DISTRICT LOADING. THE
TO BE USED FOR THIS DETERMINATION. THE POLEFOREMAN PROGRAM IS THE COMPANY'S STANDARD FOR
STRUCTURE DESIGN TO ENSURE COMPLIANCE WITH THIS RULE.
EXTREME WIND CONDITIONS
EXTREME ICE AND CONCURRENT WIND LOADING
ON DWGS. 01.01-114 AND 01.01-116 SHOW THE WIND SPEED TO BE USED FOR THIS DETERMINATION. THE
EXTREME ICE AND CONCURRENT WIND MAP ON DWG. 01.01-120 SHOWS THE ICE AND CONCURRENT WIND SPEED
01.01-112
3/31/16
BURLISON WHITE ADCOCK
COMBINED ICE AND WIND
DISTRICT LOADING
REVISED CK'DBY APPR.
1
0
3
2
DEF
X
DEP
X
DEM
X
DEC
X
LIGHT
LOADING
ZONE
HEAVY
LOADING
ZONE
MEDIUM
LOADING
ZONE
3/31/16
BURLISON WHITE ADCOCK
FLORIDA EXTREME WIND REGIONS
REVISED CK'DBY APPR.
1
0
3
2
1
0
0
1
1
0
1
2
0
130
1
4
0
1
5
0
1
0
0
1
1
0
1
2
0
1
3
0
140
150
UTILIZE 120 MPH IN THE POLEFOREMAN PROGRAM)
UTILIZE THE HIGHER VALUE. (EXAMPLE: IF THE LOCATION LIES BETWEEN THE 110 AND 120 CONTOUR LINES,
DETERMINE IF A PARTICULAR LINE MUST BE DESIGNED TO MEET EXTREME WIND LOADING. THESE VALUES ARE
33 FT ABOVE GROUND. THESE ARE THE VALUES TO BE USED TO DETERMINE COMPLIANCE WITH THE EXTREME
1. THIS MAP SHOWS THE VALUES OF NOMINAL DESIGN 3-SECOND GUST WIND SPEEDS IN MILES PER HOUR AT
NOTES:
WIND LOADING REQUIREMENTS OF THE NESC RULE 250C. SEE DWGS. 01.01-102A AND 01.01-102B TO
TO BE USED IN THE POLEFOREMAN PROGRAM AS DEFINED BY DWG. 01.02-100. WHEN BETWEEN CONTOUR LINES,
01.01-114
DEF
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XXX
OR SUPPORTED FACILITIES (WIRE) EXCEED 60 FT
ABOVE GROUND LEVEL.
USE THIS MAP IF ANY PORTION OF THE STRUCTURE
3/31/16
BURLISON WHITE ADCOCK
KENTUCKY, OHIO, INDIANA AND CAROLINAS
EXTREME WIND REGIONS
REVISED CK'DBY APPR.
1
0
3
2
NOTES:
9
0
100
110
1
2
0
1
3
0
9
0
1
0
0
1
1
0
1
2
0
1
3
0
IN THE POLEFOREMAN PROGRAM)
HIGHER VALUE. (EXAMPLE: IF THE LOCATION LIES BETWEEN THE 110 AND 120 CONTOUR LINES, UTILIZE 120 MPH
DETERMINE IF A PARTICULAR LINE MUST BE DESIGNED TO MEET EXTREME WIND LOADING. THESE VALUES ARE
33 FT ABOVE GROUND. THESE ARE THE VALUES TO BE USED TO DETERMINE COMPLIANCE WITH THE EXTREME
1. THIS MAP SHOWS THE VALUES OF NOMINAL DESIGN 3-SECOND GUST WIND SPEEDS IN MILES PER HOUR AT
WIND LOADING REQUIREMENTS OF THE NESC RULE 250C. SEE DWGS. 01.01-102A AND 01.01-102B TO
TO BE USED IN THE PROGRAM AS DEFINED BY DWG. 01.02-100. WHEN BETWEEN CONTOUR LINES, UTILIZE THE
01.01-116
DEFDEP
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DEMDEC
XX X
USE THIS MAP IF ANY PORTION OF THE STRUCTURE OR SUPPORTED FACILITIES (WIRE)
EXCEED 60 FT ABOVE GROUND LEVEL.
ALL AREAS IN KENTUCKY,
OHIO AND INDIANA
SHOULD USE 90 MPH
3/31/16
BURLISON WHITE ADCOCK
NORTH AND SOUTH CAROLINA,
INDIANA/OHIO/KENTUCKY
EXTREME ICE AND CONCURRENT WIND REGION
REVISED CK'DBY APPR.
1
0
3
2
01.01-120
DEFDEP
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DEMDEC
XX X
WITH CONCURRENT 3-SECOND GUST SPEEDS: CONTIGUOUS 48 STATES
50 YEAR MEAN RECURRENCE INTERVAL UNIFORM ICE THICKNESS DUE TO FREEZING RAIN
USE THIS MAP IF ANY PORTION OF THE STRUCTURE OR SUPPORTED FACILITIES (WIRE)
EXCEED 60 FT ABOVE GROUND LEVEL.
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BURLISON WHITE ADCOCK
POLEFOREMAN
REVISED CK'DBY APPR.
1
0
3
2
COMPLIANCE WITH THE STRENGTH REQUIREMENTS OF SECTION 26 OF THE NESC.
IT THEN COMPARES THE LOADS TO THE ANSI STANDARD CAPABILITIES OF THE POLES AND GUYS TO ASSURE
LOADING ON THE POLE AND GUYS BASED ON THE LOADING REQUIREMENTS OF SECTION 25 OF THE NESC.
ATTACHMENTS. THE PROGRAM UTILIZES THIS INFORMATION AND ACCURATELY CALCULATES THE MECHANICAL
PROVIDE SPAN LENGTHS, GUY LEADS, EQUIPMENT CHARACTERISTICS, AND ANY ADDITIONAL CONDUCTORS OR
A BASIC SPECIFICATION WITH THE RELATIVE CONDUCTOR AND GUY LOCATIONS PRESET. THE USER MUST
DEPARTMENT HAS CREATED AND MAINTAINS TEMPLATES FOR USE IN THE PROGRAM. A TEMPLATE REPRESENTS
DUKE ENERGY HAS ADOPTED THIS PROGRAM AS ITS STANDARD TOOL FOR THIS PURPOSE. THE STANDARDS
ASSURE COMPLIANCE WITH A COMPANY'S STANDARDS AND THE NATIONAL ELECTRICAL SAFETY CODE (NESC).
CLASSING POLES, CALCULATING GUY WIRE TENSIONS AND PERFORMING JOINT USE ANALYSIS TO HELP
POLEFOREMAN IS A COMPUTER PROGRAM WRITTEN BY POWER LINE TECHNOLOGY INC. ITS FUNCTION IS
POLEFOREMAN
CAN BE USED TO VALIDATE COMPLIANCE WITH THE NESC.
DWGS. 01.02-102A AND 01.02-102B ARE AN EXAMPLE OF THE OUTPUT FROM POLEFOREMAN. THE INFORMATION
01.02-100
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BURLISON WHITE ADCOCK
POLEFOREMAN -
OUTPUT EXAMPLE
REVISED CK'DBY APPR.
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0
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01.02-102A
DEF
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DEP
X
DEMDEC
XX
PoleForeman - Pole Loading Analysis Report
License: Duke Energy Version 5.8.10
POLE LOADING DATA
Pole Loading NESC Edition: 2012 Rule 250B Loading: Wind (psf): 4 Ice (in): 0.25
Horizontal: 37% (250B)
Construction: Grade C (Crossing)
Loading District: Medium
Vertical: 32% (k=0.70)
POLES
0
Pole #
1
2
3
40
Length (ft)
40
40
40
6
Depth (ft)
6
6
6
0
Elevation (ft)
0
0
0
POLE LINE TOPOLOGY
0°
180°
90°270°
2 1
3
Pole: 40/5 Wood
3/31/16
BURLISON WHITE ADCOCK
POLEFOREMAN -
OUTPUT EXAMPLE
REVISED CK'DBY APPR.
1
0
3
2
01.02-102B
DEF
X
DEP
X
DEMDEC
XX
PoleForeman - Pole Loading Analysis Report
License: Duke Energy
GUY STRAND DATA
INSULATORS
5"
Attach
16"
16"
43"
8%
Loading
8%
8%
20%
0°
Angle
0°
0°
0°
1
Anchor
1
3/8" EHS
Strand
3/8" EHS
59"
Attach
90"
18"
Length
18"
180°
Direction
180°
6,935
Tension
3,527
13,860
Strength
13,860
50%
Loading
25%
53"
53"
96"
20%
20%
6%
0°
0°
0°
Primary Dead End
Primary Dead End
Primary Dead End
Post
Post
Post
Insulator
Spool Tangent
ARM/BRACKET DATA
5"
Attach
16"
53"
10%
Vert Loading
22%
1%
18%
Horz Loading
9%
12%
10FT FG DE Arm
Single 8FT
Post Top
Arm/Bracket
SPANS
200
Ruling Span (ft)
200
200
44
Offset (in)
0
-44
6
Attach A (in)
-8
6
556.5 AAC 3000 LBS (Legacy)
556.5 AAC 3000 LBS (Legacy)
556.5 AAC 3000 LBS (Legacy)
Primary
Span: 1 Span Length (ft): 200 Direction: 90°
Circuit: 1
6
Attach B (in)
-8
6
2567
Tension
2567
2567
200 -1 96
1/0 AAAC (7)
Neutral
96 1167
150
Ruling Span (ft)
150
150
0
Offset (in)
44
-44
43
Attach A (in)
53
53
1/0 AAAC(7)
1/0 AAAC(7)
1/0 AAAC(7)
Primary
Span: 3 Span Length (ft): 150 Direction: 0°
Circuit: 1
43
Attach B (in)
53
53
1000
Tension
1000
1000
150 0 96
1/0 AAAC (7)
Neutral
96 1000
200
Ruling Span (ft)
200
200
44
Offset (in)
0
-44
6
Attach A (in)
-8
6
556.5 AAC 3000 LBS (Legacy)
556.5 AAC 3000 LBS (Legacy)
556.5 AAC 3000 LBS (Legacy)
Primary
Span: 2 Span Length (ft): 200 Direction:270°
Circuit: 1
6
Attach B (in)
-8
6
2567
Tension
2567
2567
200 -1 96
1/0 AAAC (7)
Neutral
96 1167
ANCHOR DATA
1
Anchor
None
Rod
None
Anchor
None
Soil
10,460
Tension
0
Rod Strength
0
Anchor Strength
REVISED BY CK'D APPR.
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BURLISON WHITE ADCOCK
1234567
45 1234567
25-A
1234567 CL33-1
1234567
L70
600 1234567
328
SIZE
1234567
OPEN
1234567
600
80/
-1A
-1ABC
FOR POLES, TRANSFORMERS, PRIMARY METERS AND CAPACITORS THE EQUIPMENT ID NUMBER HAS SEVEN (7)
NUMERICAL DIGITS. ADDITIONAL TEXT DESCRIBES THE POLE HEIGHT, TRANSFORMER SIZE AND PHASE, ETC.
FOR OH FUSES, RECLOSERS, SECTIONALIZERS AND STREET LIGHTS THE EQUIPMENT ID NUMBER HAS
SEVEN (7) NUMERICAL DIGITS. ADDITIONAL TEXT DESCRIBES THE FUSE SIZE, RECLOSER TYPE/SIZE,
SL CLASS AND "POSITION" NUMBER.
TAG POLE WITH EQUIPMENT ID NUMBER
NOTES:
POLE TRANSFORMER
EQUIPMENT ID
NUMBER
POLE HEIGHT
TRANSFORMER
SIZE
PHASE
EQUIPMENT ID
NUMBER
OH FUSE STREET LIGHTRECLOSER
FOR 300/600 AMP SWITCHES, AND REGULATORS THE EQUIPMENT ID NUMBER HAS SEVEN (7) NUMERICAL DIGITS.
NOTES:
NOTES:
TAG POLE WITH EQUIPMENT ID NUMBER INCLUDING ALPHA DESIGNATOR
TAG POSITION NUMBER AS DIRECTED BY ENGINEERING
TAG POLE WITH EQUIPMENT ID NUMBER
SWITCH (OPEN) SWITCH (CLOSED)REGULATOR
POSITION
PHASE
EQUIPMENT ID
NUMBER
FUSE SIZE PHASE CLASS PHASE POSITION
NUMBER
EQUIPMENT ID
NUMBER
TYPE SIZE
SIZE EQUIPMENT ID
NUMBER
STATUS
(OPEN ONLY)
ID NUMBER
EQUIPMENT
SIZE
NUMBER
EQUIPMENT ID
GIS DEVICE DESCRIPTIONS
01.03-100A
DEF
X
DEPDEMDEC
REVISED BY CK'D APPR.
1
2
3
03/31/16
BURLISON WHITE ADCOCK
795 MCM AL ABC W123 #2 AL C W123
1/0-3-SN #6-2-SL
(BAY OR WAY)
1ABC
OPEN
POSITION
PHASE
STATUS
(OPEN ONLY)
80
4A 4C
80
4B
80
80
3C
80
3B
3A
80
2ABC
FUSE SIZE
POSITION
(BAY OR WAY)
PHASE
J1234567
PME9
I R
I R
PRIMARY PRIMARY
SECONDARY SECONDARY
FOR OH & UG PRIMARY WIRE AND CABLE, THERE IS TEXT DESCRIBING THE WIRE/CABLE SIZE, MATERIAL TYPE,
PHASE, FEEDER ID AND INSTALL (I) OR REMOVE (R) STATUS. SOME OF THIS TEXT IS OPTIONAL AND WILL NOT
BE SHOWN IN ALL CASES.
FOR OH AND UG SECONDARY CABLE, THERE IS TEXT DESCRIBING THE CABLE SIZE, NUMBER OF CONDUCTORS,
WHETHER IT IS SECONDARY NEUTRAL (SN), SERVICE (S) OR STREET LIGHT (SL) CABLE AND INSTALL (I) OR
REMOVE (R) STATUS.
SWITCHGEAR
INCLUDING ALPHA DESIGNATOR AND POSITION NUMBERS
TAG CABINET WITH EQUIPMENT ID NUMBER
INSTALL
DESIGNATOR
MATERIAL
FEEDER ID
SIZE PHASE
REMOVE
DESIGNATOR
MATERIAL FEEDER ID
SIZE PHASE
OPERATIONS CENTER
ALPHA DESIGNATOR
EQUIPMENT ID
NUMBER
SWITCHGEAR
TYPE
NOTES:
INSTALL
DESIGNATOR NUMBER OF CONDUCTORS
SIZE
TYPE
DESIGNATOR
REMOVE
NUMBER OF CONDUCTORS
SIZE
TYPE
NOTES:
EQUIPMENT ID NUMBER FORMAT FOR SWITCHGEAR
GIS DEVICE DESCRIPTIONS
01.03-100B
DEF
X
DEPDEMDEC
0
3
2
1
APPR.REVISED BY CK'D
ARRESTER
BREAKER
CAPACITOR
DOWN GUY
ELBOWS
OPEN
CLOSED
JO
%
,FAULT INDICATOR
0GENERATOR
3
<INTERRUPTER (VFI'S)
POLES
UPS
NON-DUKE ENERGY
WOOD
JOINT USE (WOOD)
CONCRETE
JOINT USE (CONCRETE)
TRANSM WITH
ATTACHMENT
TRANSM WITHOUT
ATTACHMENT
PUSH BRACE
STUB
(
PHASE CONNECTOR %
MIDSPAN TAP
OPEN POINT n
PRIMARY
CONDUCTOR
NODES
CABLE MARKER i
%
OPEN 7CLOSED 7
FUSE
PRIMARY
UPRIMARY METER
DOPEN
CLOSED
SWITCH
PRIMARY
ARECLOSER
OPEN
CLOSED
v
s
REGULATOR
R
SECONDARY
CONDUCTOR
NODES
SPLICE
CABLE MARKER
OPEN POINT
%
n
i
OPEN
CLOSED
SWITCH
SECONDARY D?$OPEN
CLOSED
SECTIONALIZER
%SIREN (AT NUCLEAR PLANTS)
YSTEP TRANSFORMER
STREETS,
AREA LIGHTS
DECORATIVE
STRUCTURES
MANHOLE
PAD
PEDESTAL
VAULT
BOX
ENCLOSURE
HANDHOLE
PLATFORM
STREETS,
AREA LIGHTS
BANK 0
SWITCHGEAR
GIS SYMBOLS
OVERHEAD AND UNDERGROUND
F
3/21/16
BURLISON WHITE ADCOCK
B
01.03-102A
DEF
X
DEP
X
DEMDEC
3/31/16BURLISON WHITE ADCOCK
GIS SYMBOLS
OVERHEAD AND UNDERGROUND0
3
2
1
APPR.REVISED BY CK'D
TRANSFORMERS,
_
OVERHEAD
'A' PHASE
'B' PHASE
'C' PHASE
OPEN BANK
CLOSED BANK
_
_
b
a
TRANSFORMERS,
_
UNDERGROUND
'A' PHASE
'B' PHASE
'C' PHASE
OPEN BANK
CLOSED BANK
_
_
b
a
W/ PAD
VACCUUM
2 WAY
3 WAY
4 WAY
_TRANSFORMERS, UNDERGROUND
W/ PAD
SWITCH
*
*
WILL HAVE VOLTAGE AND PHASE TEXT INFO
*
(
MEDIUM VOLTAGE
LOW VOLTAGE
SENSING
DEVICES
(
01.03-102B
DEF
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DEP
X
DEMDEC
3/31/16
BURLISON WHITE ADCOCK
SERVICE TO MINES
PROCESSING
SITE
PROPOSED
SERVICE
TRANSFORMER
PROPOSED
SERVICE
4.16/2.5kV
ACTIVE MINING AREA
200 HP PUMP
480/277
SCALE HOUSE & SHOP
480V
TRANSFORMER
DUKE ENERGY FACILITIES CAN BE
INSTALLED IN THIS AREA IF NOT
DESIGNATED BY THE CUSTOMER
"ACTIVE MINING AREA" DEFINED BY THE
ETC.). DUKE ENERGY SHALL NOT BE
CUSTOMER (DREDGING, DIGGING, BLASTING,
4.16/2.5kV
SERVICE
ROAD
AS "ACTIVE MINING AREA."
INSTALLED IN THIS AREA.
OVERVIEW: SERVICE INSTALLATIONS TO CUSTOMERS
WHERE STRIP-MINING ACTIVITIES OCCUR (PHOSPHATE
MINES, SAND PITS, ROCK QUARRIES, ETC.) REQUIRE
CONFORMITY WITH FEDERAL AND STATE MINE HEALTH
AND SAFETY ADMINISTRATION (MSHA) REGULATIONS
RATHER THAN NESC REGULATIONS. OVERHEAD AND
UNDERGROUND DISTRIBUTION FACILITIES LOCATED IN
ACTIVE MINING AREAS MUST CONFORM TO THE
NATIONAL ELECTRICAL CODE (NEC) AND MUST MEET
CERTAIN INSPECTION CRITERIA. PERSONS OPERATING
AND MAINTAINING FACILITIES IN ACTIVE MINING AREAS
MUST ALSO BE CERTIFIED.
POLICY: DUKE ENERGY DISTRIBUTION CONSTRUCTION
SPECIFICATIONS ARE DESIGNED TO CONFORM TO THE
NATIONAL ELECTRICAL SAFETY CODE (NESC), NOT THE
NEC. THEREFORE, ALL SERVICE EXTENSIONS TO SERVE
NEW CUSTOMERS OR EXTENSIONS TO EXISTING
CUSTOMERS MUST REMAIN OUTSIDE ACTIVE MINING
AREAS. INDIVIDUAL MINE OWNERS DETERMINE THE
BOUNDARIES OF AN "ACTIVE MINE", BUT GENERALLY
INCLUDE AREAS WHERE BLASTING, DREDGING, AND/OR
DIGGING OCCUR. MINE OWNERS SHALL PROVIDE A
PLAN SIGNED BY THE MINE OWNER DEPICTING
"ACTIVE MINING AREAS" AND DESIGNATING THOSE
AREAS NOT COVERED BY MSHA WHERE DUKE ENERGY
FACILITIES CAN BE PLACED. EXISTING CUSTOMER
INSTALLATIONS WILL BE ADDRESSED WHEN THE
CUSTOMER REQUESTS MODIFICATIONS TO EXISTING
FACILITIES.
THE LOCAL MINE OWNER MAY REQUIRE SITE
SPECIFIC HAZARD AWARENESS TRAINING
PRIOR TO ANY DUKE ENERGY CONSTRUCTION
OR MAINTENANCE ACTIVITY BEING
PERFORMED ON MINE PROPERTY. THIS
TRAINING, IF REQUIRED BY THE LOCAL
MINE OWNER, SHOULD BE INCLUDED IN
THE PRE-JOB BRIEFING.
0
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APPR.REVISED BY CK'D
01.05-100
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DEMDEC
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REQUESTS FOR MARKER BALLS ON
OVERHEAD DISTRIBUTION FACILITIES
NON-FAA AIRSTRIP
BE INSTALLED AT LEAST 15 FEET AWAY FROM THE DISTRIBUTION LINE.
15'
MIN.
DUKE ENERGY
POLE LINE
0
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APPR.REVISED BY CK'D
FROM TIME TO TIME, DUKE ENERGY IS REQUESTED TO PUT "MARKER BALLS" ON DUKE ENERGY OVERHEAD
DISTRIBUTION FACILITIES TO MAKE THEM MORE VISIBLE. MARKER BALL REQUESTS ARE USUALLY ASSOCIATED
WITH NON-FAA CONTROLLED AIRSTRIPS OR WITH SITES WHERE HEAVY EQUIPMENT CROSSES UNDER EXISTING
OVERHEAD LINES.
AIRSTRIP AND CONSTRUCTION SITE OPERATIONS CAN PRESENT A HAZARD TO THE DISTRIBUTION LINES
AND TO THE OPERATORS OF AIRCRAFT AND CONSTRUCTION EQUIPMENT.
THE FOLLOWING PROCEDURES ADDRESS STEPS THAT ARE TO BE TAKEN TO ENSURE THE PROTECTION OF
OUR DISTRIBUTION FACILITIES AND THE SAFETY OF OTHERS WHEN A CUSTOMER REQUESTS US TO INSTALL
MARKER BALLS ARE NOT FAVORED AND THE BEST SOLUTION IS ALWAYS TO RELOCATE OR PLACE THE
FACILITIES UNDERGROUND.
REQUESTS: WHEN MEMBERS OF THE PUBLIC REQUEST MARKER BALLS, WE WILL REVIEW THE SPECIFICS OF
THE REQUEST AND, AS INDICATED, OFFER THE FOLLOWING OPTIONS:
1. MOVE THE LINES AT REQUESTER'S COST.
2. BURY THE LINES AT REQUESTER'S COST.
3. REQUESTER MAY PLACE POLES AND STATIC LINE WITH MARKER BALLS OUTSIDE THE CLEARANCE AREA
UNDER OWNERSHIP OF THE REQUESTER AND AT REQUESTER'S COST.
4. LICENSE THE REQUESTER TO HAVE MARKER BALLS PLACED AND MAINTAINED ON OUR FACILITIES AT
THEIR EXPENSE. LEGAL WILL PROVIDE THE CONTRACT TO LICENSE THE REQUESTER. THE LICENSE WILL
TO THE LICENSEE. THE REQUESTER WILL PURCHASE MARKER BALLS FROM APPROVED DUKE ENERGY
MANUFACTURERS. DUKE ENERGY DESIGNER WILL CONTACT LOCAL STANDARDS' REPRESENTATIVE TO GET
CURRENT APPROVED MANUFACTURERS AND MANUFACTURER'S PART NUMBER. DUKE ENERGY RESOURCES
WILL INSTALL REQUESTER PURCHASED MARKER BALLS ON OUR FACILITIES AT THE REQUESTER'S COST.
KNOWN DANGERS: WITH DISTRIBUTION CONFLICTS, THE APPROACH WILL BE TO CONTACT OPERATORS AND
REQUEST THAT THEY CEASE OPERATIONS THAT ARE IN CONFLICT WITH OUR LINES OR PAY TO UNDERTAKE
ONE OF THE FOUR OPTIONS ABOVE.
EXISTING MARKER BALLS: IN PLACES WHERE WE HAVE EXISTING MARKER BALLS ON OUR FACILITIES THAT
HAVE NOT BEEN PLACED AT THE DIRECTION OF A REGULATORY AGENCY, A REVIEW WILL BE MADE AND
ACTION TAKEN.
MARKER BALLS.
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01.05-102
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DEMDEC
INCLUDE PROTECTION FOR THE COMPANY BY WAY OF THE BROADEST POSSIBLE INDEMNITY OBLIGATION
CUSTOMER-INSTALLED POLES AND GUY WIRE WITH MARKER BALLS. MUST
XX
3/31/16
BURLISON WHITE ADCOCK
REQUIREMENTS FOR CRANES AND
OTHER EQUIPMENT WORKING NEAR OR
UNDER DISTRIBUTION LINES
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APPR.REVISED BY CK'D
A. CONSTRUCTION EQUIPMENT TRAVERSING UNDER OVERHEAD LINES
1. DETERMINE THE HEIGHT OF THE EQUIPMENT THAT WILL BE TRAVERSING UNDER THE OVERHEAD FACILITIES.
ENSURE THAT COMPANY FACILITIES MEET NESC CLEARANCES ABOVE THE EQUIPMENT. IF THE CLEARANCE IS
ADEQUATE, INFORM THE EQUIPMENT OWNER/OPERATOR THAT THE CLEARANCE IS ADEQUATE.
2. IF CLEARANCE ABOVE THE EQUIPMENT IS INADEQUATE TO MEET THE NESC, REQUEST THAT THE ACTIVITY
UNDER THE POWER LINES CEASE UNTIL THE CONFLICT IS RESOLVED.
PROVIDE CUSTOMER WITH THE COST TO RAISE/RELOCATE/CONVERT (TO UNDERGROUND) THE FACILITIES TO
ELIMINATE THE CONFLICT. IF THE CUSTOMER AGREES TO PAY, CONFLICT IS RESOLVED.
3. IF NONE OF THE ACTIONS ABOVE ARE ACCEPTABLE TO THE CUSTOMER/EQUIPMENT OWNER/OPERATOR AND/OR
NO RESPONSE HAS BEEN RECEIVED IN 30 DAYS, CONTACT THE LEGAL DEPARTMENT FOR ADVICE AND
ASSISTANCE.
NOTE: NESC TABLE 232-1, FOOTNOTE 25 STATES THAT WHEN DESIGNING LINES FOR OVERSIZED VEHICLES,
THE REQUIRED CLEARANCE SHALL BE INCREASED BY THE KNOWN HEIGHT OF THE VEHICLE, LESS 14 FEET.
FOR EXAMPLE: IF THE LINE CLEARANCE REQUIREMENT IS 21 FEET AND THE VEHICLE IS 16 FEET HIGH, THEN
THE LINE CLEARANCE MUST BE INCREASED BY 2 FEET (16-14=2 FEET) FOR A TOTAL CLEARANCE OF 23 FEET
(21+2=23 FEET).
B. CRANE AND OTHER EQUIPMENT WORKING IN CLOSE PROXIMITY TO OVERHEAD LINES
THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 29 CFR PART 1926 CRANES AND DERRICKS IN
CONSTRUCTION, REQUIRES CRANES (INCLUDES RIGGING, LOAD, ETC) AND OTHER EQUIPMENT TO STAY OUTSIDE
A 20 FOOT ZONE FROM ELECTRIC POWER LINES UNLESS ONE OF THE FOLLOWING THREE OPTIONS ARE SELECTED.
OPTION 1. DE-ENERGIZE AND GROUND: IF THE LINE CAN BE SAFELY DE-ENERGIZED AND GROUNDED WITHOUT
UNDUE HARDSHIP ON CUSTOMERS, OUR CREWS ARE AUTHORIZED TO DE-ENERGIZE THE LINE AND PROVIDE
GROUNDS IN THE VICINITY OF THE WORK AREA. THE REQUESTOR MUST PAY THE COST OF PERFORMING THIS
SERVICE BEFORE WORK COMMENCES.
OPTION 2. MAINTAIN 20 FOOT CLEARANCE: IF ANY OF THE EQUIPMENT BEING OPERATED (LOAD LINE, LOAD, ETC)
HAS POTENTIAL OF ENTERING THE 20 FOOT ZONE, MEASURES SPECIFIED IN OSHA 1926.1408 (b) MUST BE
IMPLEMENTED TO ENSURE NOTHING ENTERS THE 20 FOOT ZONE.
OPTION 3. TABLE "A" CLEARANCE: TABLE "A" CLEARANCES PERMIT OPERATION WITHIN THE 20 FOOT ZONE BUT
NO CLOSER THAN 10 FOOT TO LINES BELOW 50 KV. IF ANY OF THE EQUIPMENT BEING OPERATED (LOAD LINE,
LOAD, ETC) HAS POTENTIAL OF ENTERING THE 10 FOOT ZONE, MEASURES SPECIFIED IN OSHA 1926.1408 (b)
MUST BE IMPLEMENTED TO ENSURE NOTHING ENTERS THE 10 FOOT ZONE.
PART (b) OF OSHA 1926.1408 HAS SEVERAL REQUIREMENTS THAT MUST BE MET. THESE REQUIREMENTS ARE
DESIGNED TO PREVENT ANY PORTION OF THE EQUIPMENT BEING OPERATED FROM ENTERING THE CLEARANCE
ZONE SELECTED.
IF THE COMPANY IS REQUESTED TO PROVIDE THE OPERATING VOLTAGE OF THE DISTRIBUTION LINE BY A FIRM
PLANNING TO DO WORK NEAR THE LINE, OSHA REQUIRES THIS INFORMATION BE PROVIDED WITHIN TWO
WORKING DAYS.
COMPANY PERSONNEL MUST NOT ATTEMPT TO EXPLAIN PART (B) OF OSHA 1926.1408 TO A REQUESTOR, OR ACT
AS SPOTTER FOR THE REQUESTOR DURING CRANE OR OTHER EQUIPMENT OPERATIONS.
FOR INFORMATION ONLY:
01.05-104
DEF
X
DEP
X
DEMDEC
XX
REVISED BY CK'D APPR.
1
2
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03/31/16
BURLISON WHITE ADCOCK
DEFECTIVE TAG
REMOVE THEM FROM THE SYSTEM BEFORE POWER QUALITY AND SYSTEM RELIABILITY IS ADVERSELY AFFECTED.
ACCURATE REPORTING ENABLES DISTRIBUTION STANDARDS TO IDENTIFY POOR PERFORMING PRODUCTS, AND
MANUFACTURER FOR EVALUATION.
MATERIAL FAILURE IS REQUIRED IT WILL BE PERFORMED BY THE STANDARDS ENGINEER OR SENT BACK TO THE
AND DISPOSITIONED BY THE APPROPRIATE DISTRIBUTION STANDARDS ENGINEER. IF ANALYSIS OF THE
UPON RECEIPT OF THE MATERIAL, A DEFECTIVE/FAILED MATERIAL REPORT (FORM 2480) WILL BE COMPLETED
IS COLLECTED AT A CENTRAL LOCATION AT EACH OPERATIONS CENTER, FOR SHIPMENT BACK TO THE GENERAL
WHEN REPORTING A DEFECTIVE/FAILED MATERIAL, COMPLETE A DEFECTIVE/FAILED MATERIAL TAG
DEFECTIVE/FAILED MATERIAL REPORT SYSTEM
DEFECTIVE/FAILED
YES NO
DO YOU WANT A RESPONSE REPORT ON
YES NO
CLAIM INVOLVED ?
REASON FOR RETURN
OTHER-EXPLAIN
BROKEN/DEFECTIVE WHEN RECEIVED
FAILED IN SERVICE
MATERIAL TAG
THIS ITEM
WAREHOUSE IN WILDWOOD.
(ITEM # 9220099314 SEE FIGURES BELOW), AND ATTACH IT TO THE FAILED MATERIAL. THE TAGGED MATERIAL
TAG#
REGION:
LOCATION:
PREPARED BY
(NAME)
DIS/GIS #
PHONE #
CATALOG #
DATE
DO NOT REMOVE THIS TAG
ATTENTION
Fill out tag completely
Attach to material
Notify appropriate standards
personnel if urgent
or Distribution Standards
Send material to Material Recovery
for review
pole/pad ID number and "CLAIM" on
If tagging a transformer, write the
the unit with a black waterproof marker
TF Serial #
COMMENTS:
01.05-106
DEF
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REVISED BY CK'D APPR.
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BURLISON WHITE ADCOCK
STANDING ORDERS
01.06-100
DEFDEP
X
DEMDEC
IF A JOB REQUIRES A CREW TO BE SET UP AT A POLE AND IT IS POSSIBLE FOR THAT CREW TO COMPLETE ANY OF
THESE TASKS, THEN THESE TASKS SHALL BE DESIGNED, CHARGED AND COMPLETED IN CONJUNCTION WITH THE
OTHER WORK TO BE DONE. THIS REQUIREMENT IS FOR NORMAL, DAY-TO-DAY WORK ONLY. IT DOES NOT INCLUDE
OUTAGE RESPONSE WHEN UNASSIGNED OUTAGE ORDERS ARE ON QUEUE.
1. RETROFIT OVERHEAD TRANSFORMERS TO CURRENT STANDARDS.
2. STRIP POLE AND CROSS ARM GROUNDS TO THE NEUTRAL LEVEL UNLESS REQUIRED FOR EQUIPMENT
GROUNDING.
3. INSTALL GUY INSULATORS ON PRIMARY GUYS ONLY PER SPECIFICATIONS.
4. BOND ALL DUKE ENERGY DISTRIBUTION PRIMARY, SECONDARY AND SERVICE GUYS TO SYSTEM NEUTRAL PER
5. REPLACE ANY OF THE FOLLOWING FOUND:
A. DETERIORATED FUSE BARRELS INCLUDING FUZZY, TAPED, ETC.
B. LAPP 27 KV 1970-1974 POST INSULATORS AND MCGRAW EDISON 1973-1974 POST INSULATORS.
6. ELIMINATE BURIED ANCHOR ROD EYES (BURIED PREFORMS OR GUY WIRES).
THE DESIGNER AND/OR THE CREW WORKING A JOB RECOGNIZE AN ITEM THAT HAS ALREADY FAILED AND FIX OR
REPLACE IT. EXAMPLES INCLUDE BROKEN INSULATORS, CUT GUY WIRES, BLOWN ARRESTERS, ROTTEN POLES,
OVERGROWN VEGETATION, MISSING POLE GROUNDS AND NEUTRALS.
NOTE: STANDING ORDERS DO NOT INCLUDE ITEMS THAT HAVE ALREADY FAILED. NEVERTHELESS, IT IS EXPECTED
7. REMOVE ARRESTERS ON NORMALLY CLOSED SWITCH POINTS AND STRIP POLE GROUNDS TO THE NEUTRAL LEVEL.
SPECIFICATIONS (NOTE: COASTAL AREAS HAVE DIFFERENT SPECIFICATIONS ).
C. 9KV LIGHTNING ARRESTERS.