gis symbols overhead and underground 01.03-102a gis

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

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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

CABLE/JOINT USE TRANSFERS 01.04-100

01.04 TRANSFERS

DEFECTIVE TAG 01.05-106

NEUSE AND TAR RIVER BUFFER ZONE OVERHEAD CONSTRUCTION RULES 01.05-108

REVISED BY CK'D APPR.

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WHITE WHITE ADCOCK

INTRODUCTION

01.01-100

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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.


1

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03/31/16

BURLISON WHITE ADCOCK

MECHANICAL LOADING

REQUIREMENTS AND CLEARANCES

01.01-102A

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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


1

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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


COMBINED ICE AND WIND

DISTRICT LOADING

REVISED CK'DBY APPR.

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3

2

DEF

X

DEP

X

DEM

X

DEC

X

LIGHT

LOADING

ZONE

HEAVY

LOADING

ZONE

MEDIUM

LOADING

ZONE

3/31/16


FLORIDA EXTREME WIND REGIONS


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

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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


KENTUCKY, OHIO, INDIANA AND CAROLINAS

EXTREME WIND REGIONS


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

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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


NORTH AND SOUTH CAROLINA,

INDIANA/OHIO/KENTUCKY

EXTREME ICE AND CONCURRENT WIND REGION


1

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01.01-120

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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.

3/31/16


POLEFOREMAN


1

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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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POLEFOREMAN -

OUTPUT EXAMPLE


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01.02-102A

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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


POLEFOREMAN -

OUTPUT EXAMPLE


1

0

3

2

01.02-102B

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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)



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




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

0

3

2

1


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


B

01.03-102A

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3/31/16BURLISON WHITE ADCOCK

GIS SYMBOLS

OVERHEAD AND UNDERGROUND0

3

2

1


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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GENERAL INFORMATION

STANDARD PROCEDURES BULLETIN

WILL BREAK EASILY. GENERALLY, IF THERE IS NOT ENOUGH SLACK TO FORM A DRIP LOOP, THE DROP IS TOO TIGHT OR TOO SHORT.

1. DO NOT SAG DROPS TOO TIGHT. THE TERMINALS OF CATV AND TELEPHONE EQUIPMENT CANNOT WITHSTAND MUCH TENSION AND

CABLE HANDLING TECHNIQUES - SERVICE DROPS

BY A LASHING WIRE GRIP BEFORE LOOSENING THE LASHING WIRE CLAMP.

ELECTRICAL TAPE FOR THE PURPOSE OF SECURING THE LASHING WIRE. THE LASHING WIRE IS UNDER TENSION, SO IT MUST BE

4. USE THE LASHING WIRE CATCH-OFF TOOL WHEN HANDLING LASHING WIRE. MOST TELEPHONE COMPANIES PROHIBIT THE USE OF

LEAD SHEATH IS EASILY PUNCTURED.

3. AVOID ALL LEAD-SHEATHED CABLES. (USUALLY BELONG TO TELEPHONE COMPANY) THESE CABLES ARE PRESSURIZED, AND THE

OVER TIME, A SMALL DENT OR FRACTURE WILL CAUSE THE HIGH FREQUENCY TV SIGNAL TO DEGRADE DRASTICALLY.

2. AVOID KINKING AND DENTING OF CATV COAX. THESE CABLES ARE EASILY DAMAGED. THE ALUMINUM SHEATH BECOMES BRITTLE

CABLE.

ON A BOLT OR THE LINE TRUCK BUCKET. A ROPE SLING SHOULD BE USED TO RAISE AND LOWER THE MESSENGER AND MAINLINE

1. CATV AND TELCO MAINLINE CABLES SHOULD BE HANDLED BY THE STRAND ONLY. DO NOT ALLOW THE CABLE TO REST DIRECTLY

CABLE HANDLING TECHNIQUES - MAINLINE CABLES

BONDING AND GUYING:

AND TELEPHONE COMPANIES DO NOT SPLICE THEIR SERVICE DROPS.

SERVICE DROPS ARE ALSO TRANSFERABLE. CARE MUST BE TAKEN TO ENSURE THE DROPS ARE NOT PULLED TOO TIGHT. MOST CATV

SERVICE DROPS:

MAINLINE CABLE:

0

3

2

1

APPR.CK'DBYREVISED

2. DRIP LOOPS MUST BE FORMED AT THE TAKE-OFF POLE AND AT LIFT POLES.

3/31/16BURLISON WHITE ADCOCK

CABLE/JOINT USE TRANSFERS

TRANSFER OF ALL CATV AND TELCO FACILITIES IS ALLOWED WHEN DUKE ENERGY AND SPECIFIC CATV AND TELEPHONE COMPANIES

HAVE SIGNED A TRANSFER AGREEMENT. THIS AGREEMENT ALLOWS DUKE ENERGY TO TRANSFER ALL POLE ATTACHMENTS IN THE

FOLLOWING CATEGORIES: TANGENT (STRAIGHT-LINE) CONSTRUCTION, SMALL ANGLES (DUKE ENERGY WILL NOT REMOVE OR INSTALL

ANCHORS), AND DEAD-END CONSTRUCTION. ADDITIONALLY, DUKE ENERGY CAN ATTACH FOREIGN FACILITIES TO NEW POLES SET IN

AN EXISTING LINE. THESE FACILITIES USUALLY CONSIST OF A 1/4" STRANDED MESSENGER WITH ONE OR MORE COAXIAL OR COPPER

STRANDED CABLES LASHED TO THE STRAND, THE BOLTS AND CLAMPS SECURING THE CABLES TO THE POLE, AND A BONDING

ALL EXISTING FOREIGN BONDING GROUNDS WILL BE TRANSFERRED. DUKE ENERGY WILL FURNISH THE #6 BC TO INSTALL A BONDING

GROUND ON FOREIGN CABLES WHEN A NEW IN-LINE POLE IS SET. MANY CATV COMPANIES INSTALL AUXILIARY GROUNDING

CONDUCTORS FOR THEIR POWER SUPPLIES. THESE "NON-TYPICAL" GROUNDING CONDUCTORS WILL NOT BE TRANSFERRED. FOREIGN

SPAN GUYS AND DOWN GUYS WILL BE TRANSFERRED AS NECESSARY. DUKE ENERGY WILL NOT RELOCATE ANCHORS. THE TRANSFER

SHOULD NOT BE ATTEMPTED IF THE NEW POLE LOCATION WOULD REQUIRE THE ANCHOR TO BE RELOCATED. DO NOT SPLICE DOWN

GUYS. INSTALL NEW GUY STRAND WHEN NECESSARY.

EXISTING TRANSFER AGREEMENTS

ALL CATV COMPANIES

TELEPHONE COMPANIES

FRONTIER

FARMERS

WINDSTREAM CONCORD

SANDHILL

NORTH STATE

CITY OF RALEIGH

NO TRANSFER AGREEMENTS

NCDOT AND SCDOT

TELEPHONE COMPANIES

HORRY

AT&T

CENTURYLINK

STAR

BARNARDSVILLE

RANDOLPH

WINDSTREAM ALLTEL

JOINT USE CLEARANCES

1. CLEARANCES IN SECTION 10.07 SHOULD BE FOLLOWED WHEN MAKING JOINT USE TRANSFERS.

01.04-100

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ATTACHMENT IF PRESENT.

3/31/16


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

3

2

1


01.05-100

DEF

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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

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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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INCLUDE PROTECTION FOR THE COMPANY BY WAY OF THE BROADEST POSSIBLE INDEMNITY OBLIGATION

CUSTOMER-INSTALLED POLES AND GUY WIRE WITH MARKER BALLS. MUST

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3/31/16


REQUIREMENTS FOR CRANES AND

OTHER EQUIPMENT WORKING NEAR OR

UNDER DISTRIBUTION LINES

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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

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1

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03/31/16


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

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150 FT.

STREAM BED

STREAM BED

ZONE 1

ZONE 1

ZONE 2

ZONE 2

20 FT.

30 FT.

20 FT.

30 FT.

R

IP

A

R

IA

N

B

U

F

F

E

R

1

0

F

T

. B

U

F

F

E

R

1

0

F

T

. B

U

F

F

E

R

1

0

F

T

. B

U

F

F

E

R

1

0

F

T

. B

U

F

F

E

R

BEST MANAGEMENT PRACTICES (BMPS)

ALL OF THESE BMPs FOR OVERHEAD UTILITY LINES MUST BE USED. IF ALL OF THESE BMPs ARE NOT USED, THEN THE OVERHEAD

UTILITY LINE SHALL REQUIRE A NO PRACTICAL ALTERNATIVES EVALUATION BY THE DIVISION.

2. A MINIMUM ZONE OF 10 FEET WIDE IMMEDIATELY ADJACENT TO THE WATER BODY SHALL BE MANAGED SUCH THAT ONLY

VEGETATION THAT POSES A HAZARD OR HAS THE POTENTIAL TO GROW TALL ENOUGH TO INTERFERE WITH THE LINE IS REMOVED.

3. WOODY VEGETATION SHALL BE CLEARED BY HAND. NO LAND GRUBBING OR GRADING IS ALLOWED.

4. VEGETATIVE ROOT SYSTEMS SHALL BE LEFT INTACT TO MAINTAIN THE INTEGRITY OF THE SOIL. STUMPS SHALL REMAIN, WHERE

TREES ARE CUT.

5. RIP RAP SHALL NOT BE USED UNLESS IT IS NECESSARY TO STABILIZE A TOWER.

6. NO FERTILIZER SHALL BE USED OTHER THAN A ONE-TIME APPLICATION TO REESTABLISH VEGETATION.

7. CONSTRUCTION ACTIVITIES SHALL MINIMIZE THE REMOVAL OF WOODY VEGETATION, THE EXTENT OF THE DISTURBED AREA, AND

THE TIME IN WHICH AREAS REMAIN IN A DISTURBED STATE.

8. ACTIVE MEASURES SHALL BE TAKEN AFTER CONSTRUCTION AND DURING ROUTINE MAINTENANCE TO ENSURE DIFFUSE FLOW OF

STORM WATER THROUGH THE BUFFER.

9. IN WETLANDS, MATS SHALL BE UTILIZED TO MINIMIZE SOIL DISTURBANCE.

OVERHEAD LINE/ROW LOCATION

A. PERPENDICULAR LINE/ROW CROSSING GREATER THAN 150 FEET IN WIDTH.

REQUIREMENT(S): PLANS MUST BE SUBMITTED TO THE NORTH CAROLINA DIVISION OF WATER QUALITY (CONTACT YOUR

ENVIRONMENTAL COORDINATOR FOR ASSISTANCE-60 DAYS MAY BE REQUIRED FOR AN APPROVAL). PLANS

SHOULD AS A MINIMUM SPECIFY THE BEST MANAGEMENT PRACTICES (BMP) PLANS NOTED BELOW.

B. PERPENDICULAR LINES/ROW CROSSINGS EQUAL TO 150 FEET OR LESS IN WIDTH CROSSING ZONE 1. (PERPENDICULAR MEANS

75° TO 105° ANGLE TO THE STREAM.)

REQUIREMENT(S): ALL OF THE BEST MANAGEMENT PRACTICES (BMPs) SHOWN BELOW IN NOTE 1 MUST BE USED IN ZONE 1.

C. LINES/ROW LOCATED IN ZONE 1 (SUCH AS LINES PARALLELING THE STREAM OR NON PERPENDICULAR CROSSING).

REQUIREMENT(S): ALL OF THE BEST MANAGEMENT PRACTICES (BMPs) SHOWN BELOW IN NOTE 1 MUST BE USED IN ZONE 1.

POLES CANNOT BE LOCATED WITHIN 10 FEET OF THE WATER BODY AS STATED IN NOTE 2.

D. LINES/ROW LOCATED ONLY IN ZONE 2 (SUCH AS LINES PARALLELING THE STREAM).

REQUIREMENT(S): NONE

1. POLES OR TOWERS SHALL NOT BE INSTALLED WITHIN 10 FEET OF A BODY OF WATER UNLESS THE NORTH CAROLINA DIVISION OF

WATER QUALITY COMPLETES A NO PRACTICAL ALTERNATIVES EVALUATION.

FOR UNDERGROUND CONSTRUCTION RULES, SEE UNDERGROUND CONSTRUCTION

OVERHEAD LINES

NOTE: WORK ORDERS WRITTEN TO PERFORM WORK IN THE NEUSE AND TAR RIVER BASINS MUST BE IDENTIFIED

AS SUCH.

3/31/16


NEUSE AND TAR RIVER BUFFER ZONE

OVERHEAD CONSTRUCTION RULES0

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AND POLES (SEE

NOTE 1)

01.05-108

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SPECIFICATIONS.


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03/21/16


STANDING ORDERS

01.06-100

DEFDEP

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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 ALL PRIMARY AND OPEN WIRE SECONDARY GUYS.

4. BOND ALL PRIMARY GUYS TO SYSTEM NEUTRAL.

5. REPLACE ANY OF THE FOLLOWING FOUND:

A. OBSOLETE LOADBREAK CUTOUTS (LINK BREAK)

B. LOADBREAK (ARC-CHUTE) CUTOUTS IN BAD CONDITION

C. DETERIORATED FUSE BARRELS INCLUDING FUZZY, TAPED, ETC.

D. LAPP (1970-1974) 27 KV POST INSULATORS AND MCGRAW EDISON (1973-1974) POST INSULATORS.

E. COOPER RISER POLE ARRESTERS VINTAGES EARLY 1990’S (THESE HAVE BLUE LETTERING ON THE

F. 16” BROWN FIBERGLASS OFFSET BRACKETS (REPLACE TO CURRENT STANDARDS)

A. INSTALL CUTOUTS ON CSP

B. WEATHERPROOF RISERS

C. ANIMAL PROTECTION

D. REPLACE PORCELAIN ARRESTERS WITH POLYMER

6. ELIMINATE BURIED ANCHOR ROD EYES (BURIED PREFORMS OR GUY WIRES).

BOTTOM)

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

E. REPLACE POLE GROUND IF MISSING

F. PLACE CSP HANDLE IN OVERLOAD POSITION

gis symbols overhead and underground 01.03-102a gis

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