STANDARD POLE SIZING - WOOD - Progress Energy

1 INSPECTION TAGS (O&M)SCREW ANCHORS (NO WRENCH)ANCHOR HOLDING STRENGTHS AND CONSTRUCTION NOTESSIDEWALK GUYMACRO UNITS FOR GUY INSTALLATIONSPOLE NUMBERS AND LABELSGUYSTRAND SPLICE INSTALLATIONGUY TENSIONS WITH POINT LOAD, MULTIPLE GUYS AND GUY STUBSGUYING - GENERAL CONSTRUCTION NOTESSTANDARD FRAMING AND BRANDING FOR DISTRIBUTION CCA POLESPOLE PROPERTIES AND STANDARD BURIAL DEPTH PILASTER AND CONCRETE POLE CONSTRUCTIONDISTRIBUTION LINE POLE ATTACHMENTSGUYING - CONSTRUCTIONSPAN GUYSDOWN GUYSPOLES - GENERALDOUBLE AND TRIPLE HELIX SQUARE SHAFT 2 - POLES, GUYS AND ANCHORSTABLE OF STRAND, GUY GRIPS AND GUY 'D HARDWARE STRAIN SPAN GUYING TABLES - SPANS 200' OR LESS - GRADE CLONG SPAN GUYING TABLES - SPANS 600' OR LESS - GRADE CMEDIUM SPAN GUYING TABLES - SPANS 400' OR LESS - GRADE CEXAMPLE GUYING PROBLEMGUYING LOAD ALLOCATIONSSHORT SPAN GUYING TABLES - SPANS 200' OR LESS - GRADE BLONG SPAN GUYING TABLES - SPANS 600' OR LESS - GRADE BMEDIUM SPAN GUYING TABLES - SPANS 400' OR LESS - GRADE POLE SIZING - POLE SIZING - POLE SIZING - CRITERIA FOR EQUIPMENT PLATFORMSMACRO UNITS FOR GUY UNITS FOR GUY OFFSET BRACKETS10/22/12 KATIGBAK OPERATIONS AND - - GENERALGUYING LEAD TO HEIGHT BRACING SETTING NEW POLES ON DEADENDS OR ANGLES OF UP TO 59 DEGREES, THE POLE'S BIRTHMARK SHOULDBE FACING THE ANCHOR.

2 ON ANGLED POLES EXCEEDING 59 DEGREES, THE BIRTHMARK SHOULD FACE THENON- STANDARD POLES WILL NEED TO BE SPECIAL ORDERED. POLE SIZING10/4/10 CECCONIELKINSGUINNPOLES - GENERALPOLE LOCATIONPOLES SHALL BE LOCATED AS SPECIFIED ON THE WORK ORDER. POLES FOR NEW LINES ALONG CITY STREETSSHOULD BE BACK OF THE SIDEWALK OR ACCORDING TO CITY/TOWN SPECIFICATIONS. IF CURBS ARE NOTALREADY ESTABLISHED, APPROPRIATE AUTHORITIES SHOULD BE CONTACTED IN ORDER TO CONDUCT A SURVEYPOLES OUTSIDE OF A TOWN'S CORPORATE LIMITS MAY NOT BE SET ON THE RIGHT-OF-WAY OF ANY PUBLIC ROADOR HIGHWAY WITHOUT THE APPROVAL OF COMPANY ENGINEERING AND THE APPROPRIATE HIGHWAY AND CONSIDERATION OF PROPERTY OWNER'S INCONVENIENCE SHOULD BE TAKEN INTO ACCOUNT INDETERMINING BOTH POLE AND GUY THAT SUPPORT THE LARGEST STRAIN AND CONDUCTOR TENSION. WHEN TENSIONS ARE EQUAL, TURN THE BIRTHMARK TOWARD EITHER ANCHOR, PREFERABLY PARALLEL TO A ROAD IF ONE ARE A LARGE ITEM OF EXPENSE ON DISTRIBUTION SYSTEMS.

3 CARE SHOULD BE TAKEN WHEN SELECTINGTHE PROPER CLASS FOR A GIVEN LOAD AND THE PROPER HEIGHT FOR A GIVEN CONDITION. USE OF DIFFERENT SIZES AND CLASSES SHOULD BE ON A CASE BY CASE BASIS. THE GUY LEAD LENGTH IS THEMAIN DETERMINING FACTOR OF POLE CLASS. TALLER POLES SHOULD BE SPECIFIED WHERE TERRAIN, JOINT-USE,ANTICIPATED EQUIPMENT AND CONDUCTORS, AND CONDUCTOR GROUND CLEARANCES SO DICTATE. HEAVIERCLASS POLES SHOULD BE SPECIFIED WHERE REASONABLY ANTICIPATED FUTURE MECHANICAL LOADS SO WOOD POLES SHOWN ON DWG. ARE STOCKED. UNUSUAL QUANTITIES, NON-STOCK, 'DAND ESTABLISH FUTURE CURB LINES. SEE DWG. FOR CLEARANCES TO TANGENT CONSTRUCTION, FACE THE BIRTHMARK IN LINE WITH THE PRIMARY CONDUCTORS AND IN THEDIRECTION OF THE SHORTER SPAN. THE POLE MANUFACTURER PLACES THE BIRTHMARK ON THE INSIDE FACE OFA WOOD POLE'S NATURAL CONCAVE SURFACE.

4 FOLLOWING THE ORIENTATION RULES ABOVE TAKES ADVANTAGEOF THE NATURAL STRENGTH CHARACTERISTICS OF THE POLE AND IMPROVES END CONSTRUCTIONBIRTHMARKANGLE TO 59 DEGREESBIRTHMARK59 DEGREEMAX. LINE ANGLEBISECT GUY LINETANGENT CONSTRUCTIONBIRTHMARKLONGER SPANSHORTERSPANBIRTHMARK60-90 DEGREELINE ANGLELONGER SPAN60-90 DEGREESLINE ANGLESHORTERSPANHOLES IN POLESHOLES IN POLES ARE NOT TO BE LOCATED LESS THAN 4 INCHES APART IN ANY SECTION UNLESS DESIGNATEDON A specification DRAWING OR APPROVED BY DISTRIBUTION - 'DPOLE, WOOD, 30', CLASS-6 POLE, WOOD, 35', CLASS-3 POLE, WOOD, 35', CLASS-5 POLE, WOOD, CLASS-1, 40', CCAPOLE, WOOD, CLASS-2, 40', CCAPOLE, WOOD, 40', CLASS-3 POLE, WOOD, 40', CLASS-4 POLE, WOOD, 40', CLASS-5 POLE, WOOD, CLASS-1, 45', CCAPOLE, WOOD, 45', CLASS-2 POLE, WOOD, CLASS-3, 45', CCAPOLE, WOOD, 45', CLASS-4 POLE, WOOD, 50', CLASS-1 POLE, WOOD, 50', CLASS-3 POLE, WOOD, CLASS-H1, 50', CCAPOLE, WOOD, CLASS-H2, 50', CCAPOLE, WOOD, 55', CLASS-1 POLE, WOOD, 55', CLASS-2 POLE, WOOD, 55'.

5 CLASS-3 POLE, WOOD, CLASS-H1, 55', CCAPOLE, WOOD, CLASS-H2, 55', CCAPOLE, WOOD, 60', CLASS-1 POLE, WOOD, 60', CLASS-2 POLE, WOOD, 60', CLASS-3 POLE, WOOD, 65', CLASS-2 POLE, WOOD, 65', CLASS-3 POLE, WOOD, 70', CLASS-1 POLE, WOOD, 75', CLASS-1 PILASTER 18'POLE, CONCRETE, PLAIN 30'TYPE 1 POLE, CONCRETE, 30' TY 3 POLE, CONCRETE, 35 FT. TYPE 1, SAME DRILLING AS 30' TYPE 1 BOLT, MACH, SQ, NUT, 5/8"X6"POLE, CONCRETE, 35' TY 3 POLE, CONCRETE, 40', TYPE-3 POLE, CONCRETE, 45', TYPE-3 POLE, CONCRETE, 50' TY CLASS IIPOLE, CONCRETE, 55' TYPE CLASS - II, DISTRIBUTIONPOLE, CONCRETE, 65', SPUN, ROUND, 14, KIP, ", TIPPOLE CNCR 15' TY 0 TENNONPOLE, CNCR 15' TY 0 TENNONWIRE, COPPER, #10, STREETLIGHT, ST LIGHT # 10 CUPOLE, CNCR, 16FT, EMBEDDEDWIRE, COPPER, #10, STREETLIGHT, ST LIGHT # 10 CUP306FP353FP355FP401FP402FP403FP404FP40 5FP451FP452FP453FP454FP501FP503FP50H1FP5 0H2FP551FP552FP553FP55H1FP55H2FP601FP602 FP603FP652FP653FP701FP751F03030603035303 0355922016575992201657600304030304040304 0592201620330304529220165757030454030501 0305039220161789922016986803055103055203 0553922016179092201617920306010306020306 03030652030653030701030751 PCC18 PILASTERFPCC30T1 FPCC30T3 FPCC35T1 FPCC35T3 FPCC40T3 FPCC45T3 FPCC50T2 FPCC55T2 FPCC6514KF328732034301034303034351152105 0343530344030344530345020345520341483415 0341501921073415519210711201918171615141 31210987654321 COMPATIBLE UNITS FOR DISTRIBUTION WOOD POLESCATALOGDESCRIPTION11111111111111111 1111111111111 QTY1111111111 PERCUNUMBERMACRO UNITQTYREQ'D2827262524232221111111111111 111110987654321 COMPATIBLE UNITS FOR DISTRIBUTION CONCRETE

6 POLESCATALOGDESCRIPTION11111111111 QTY1111211111 PERCUNUMBERMACRO UNITQTYREQ'D321 PCC15T0 TNFCOMPATIBLE UNITS FOR CONCRETE LIGHTING POLESCATALOGDESCRIPTIONPCC15T0 TNWFPCC16 OCTF111 QTY1611811 PERCUNUMBERMACRO UNITQTYREQ'D9/24 - 'DPOLE TOP EXTENSION - 54 INCH FIBERGLASSBAND OVERHEAD BRACKET TO CONCRETE OR STEEL POLEOH LABOR FOR FLAGMAN (PER HOUR)OH LABOR TO REINFORCE EXIST POLE, INCLUDES SETUP (PER POLE)CONTRACT POLE INSPECTION SETUP AND JOB BRIEF (PER POINT)OH LINE TRUCK, PPE,TOOL SETUP AND JOB BRIEF (PER POINT)POLE - FILL BIRD HOLEPOLE LABOR TO HAND DIG, INACESSIBLE (30FT AND LARGER)POLE LABOR TO HAND DIG, INACESSIBLE (LESS THAN 30FT)POLE LABOR TO HAND SET, INACESSIBLE (30FT AND LARGER)POLE LABOR TO HAND SET, INACESSIBLE (LESS THAN 30FT)POLE LABOR SETUP TRUCK TO HOLD EXISTING POLE (PER MAN HOUR)POLE LABOR TO VISUALLY INSP HARDWARE, CONNECTIONS, DECAYPOLE LABOR WHEN JETTING IS REQUIRED FOR HOLEPOLE LABOR TO INSTALL AND REMOVE POLE GUARD (PER SECTION)POLE LABOR TO REALIGN, STRAIGHTEN OR LEANPOLE LABOR TO REMOVE STEEL REINFORCEMENTPOLE LABOR TO REMOVE POLE STUBPOLE LABOR FOR HAND CHIPPING ROCK FOR HOLEPOLE LABOR TO INSTALL ROCK COLAR (ROCK NOT INCLUDED)POLE LABOR TO SAW POLE OFF PER CUTPOLE LABOR TO INSTALL AND REMOVE TEMP WOOD POLE - ANY SIZELIGHT POLE LABOR TO HAND DIG, INACESSIBLE (30FT AND LARGER)LIGHT POLE LABOR TO HAND DIG, INACESSIBLE (LESS THAN 30FT)LIGHT POLE LABOR TO HAND SET, INACESSIBLE (30FT AND LARGER)LIGHT POLE LABOR TO HAND SET, INACESSIBLE (LESS THAN 30FT)

7 LIGHT POLE LABOR TO VISUALLY INSP HARDWARE, CONNECTS, DECAYLIGHT POLE LABOR TO REALIGN, STRAIGHTEN OR LEANLIGHT POLE LABOR FOR HAND CHIPPING ROCK FOR HOLELIGHT POLE LABOR TO SAW POLE OFF PER CUTTREAT POLEUG LABOR FOR FLAGMAN (PER HOUR)BKTPTE54 FBGFOHBKTBANDINGFOHLABFLAGMANFOHLABREINF ORCEFOHLABSETUPFOHLTLABSETUPFPFILLBIRDHO LEFPLABHANDDIGLFPLABHANDDIGSFPLABHANDSET LFPLABHANDSETSFPLABHOLDPOLEFPLABINSPFPLA BJETFPLABOHGUARDFPLABREALIGNFPLABREMREIN FFPLABREMSTUBFPLABROCKCHIPFPLABROCKCOLAR FPLABSAWOFFFPLABTEMPPOLEFPLLABHANDDIGLFP LLABHANDDIGSFPLLABHANDSETLFPLLABHANDSETS FPLLABINSPFPLLABREALIGNFPLLABROCKCHIPFPL LABSAWOFFFPOLETREATFUGLABFLAGMANF1120191 817161514131210987654321 LABOR ONLY COMPATIBLE UNITS FOR POLESCATALOG-DESCRIPTION---------------- ---111111111111111111111111111111 QTY1111111111 PERCUNUMBERMACRO UNITQTYREQ' POLE SIZING - 'DCOMMON STOCKED WOOD POLES303540454565542P306FP355FP405FP454F P452F030306030355030405030454030452 HEIGHTCLASSCATALOGNUMBER503P503F03050355 2P552F030552551P551F030551 NOTES:SELF SUPPORTING POLES.

8 THE USE OF SELF SUPPORTING POLES, FOR ANGLES GREATER THAN 15 DEGREES, IS STRONGLY DISCOURAGEDDUE TO THE ASSOCIATED HIGH COSTS AND AN EXTENSIVE DESIGN PROCESS TAKING UPWARDS OF SIX ALL OTHER OPTIONS ARE EXHAUSTED AND A SELF SUPPORTING POLE IS REQUIRED, CONTACT DISTRIBUTIONSTANDARDS TO START THE DESIGN standards HAS CREATED SEVERAL QUICK REFERENCE TABLES FOR SELF SUPPORTING POLESHAVING ANGLES LESS THAN 15 DEGREES IN EFFORTS TO MINIMIZE THE DESIGN PROCESS. NOT EVERY SCENARIOWITH AN ANGLE LESS THAN 15 DEGREES FITS WITHIN THE GUIDELINES OF THESE TABLES. CONTACT1. POLE SIZING TABLES ARE INCLUDED ON APPLICABLE TANGENT DRAWINGS IN SECTION standards IN REFERENCE TO THE SELF SUPPORTING POLE POLE SIZING - 'DRECOMMENDED ALLOWABLE WEIGHT OF ALL EQUIPMENT AT VARIOUS DISTANCES FROM TOP OF POLELOADS GREATER THAN 5010 LBS (THREE 167 KVA TRANSFORMERS) REQUIRE ANALYSIS USING GREATER THAN 3000 LBS (OR THREE 75 KVA AND LARGER TRANSFORMERS) REQUIRE 10% PLUS 4 FT POLE EMBEDMENT,MOUNTED 12 FT.

9 FROM THE TOP OF POLE, USE A 45C2 POLE. EMBED POLE 10% PLUS 4 : 3-100 KVA TRANSFORMERS WEIGH (SEE DWG. ) 1369 LBS. X 3= 4107 (MEASURED TO TOP EQUIPMENT MOUNTING BOLT)IF REQUIRED POLE IS NOT AVAILABLE, SEE DWG. TO DETERMINE EQUIVALENT THIS EXAMPLE, A 55C3 WITH 10 FT. CUT OFF THE TOP WOULD BE EQUIVALENT TO A 45C2, BASED ONTHE RULE OF THUMB STATED ON DWG. USE EMBEDMENTS SHOWN ON DWG. **ALLOWABLE WEIGHTS ARE BASED ON CENTER OF LOAD BEING LOCATED A MAXIMUM OF 24" FROM FACE OF POLE. LOADS LOCATED GREATERTHAN 24" FROM FACE OF POLE REQUIRE ANALYSIS USING :THE TABLE ABOVE SHOULD BE USED FOR GRADE C CONSTRUCTION. GRADE B CONSTRUCTION REQUIRES ANALYSIS USING CLASS IS AVAILABLE, BUT MUST BE SPECIAL ORDERED. CONTACT STORES AS SOON AS YOU KNOW THIS CLASS IS REQUIRED TOENSURE POLE IS AVAILABLE AT CONSTRUCTION TIME.

10 *DO NOT EXCEED VALUES IN TABLE WITHOUT AN ANALYSIS USING POLE SIZING - ' A - ANSI DIMENSIONS FOR SOUTHERN PINE POLESCLASSMINIMUM CIRCUMFERENCEAT TOP (INCHES) CIRCUMFERENCE AT 6 FEET FROM BUTT (INCHES) OF POLE (FEET)TABLE B - TAPER FACTOR CHART FOR SOUTHERN PINE POLESCLASS30404550556065707580-H2-H1123- -4------5-------6 CIRCUMFERENCE TAPER FACTOR (INCHES PER FOOT)35 LENGTH OF POLE (FEET) TABLES ABOVE PROVIDE INFORMATION NEEDED TO DETERMINE POLE EQUIVALENCY. TO BE EQUIVALENT POLES MUST HAVE AT LEASTTHE SAME CIRCUMFERENCE AT THE GROUND LINE AND AT THE RULE CAN ONLY BE USED ON POLES LOCATED ABOVE THE BOLD LINE SHOWN IN THE TABLES POLES THAT DO NOT FOLLOW THE RULE OF THUMB, A QUICK CHECK CAN BE PERFORMED. SEE EXAMPLE CHECK THE CIRCUMFERENCE AT 6 FT. FROM THE BUTT SHOWN IN TABLE A. THE 65C1 IS ", 80C2 IS " AND THE 75C2 IS49".