These standards provide information regarding current Clark Public Utilities standards. They are designed for Clark Public Utilities approved journey line worker contractors and distributors.
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Section 100 - GeneralN New Stabdard R Redrawb Stabdard C Chabged Stabdard ~ No Chabge 100 b ENERAL ~ 100 Stabdards Committee Geberal Ibformatiob ~ 101 Stabdards Committee Purpose ~ 102 Stabdards Committee Operatibg Guidelibes ~ CON-FLOW Stabdards Chabge Request Form ~ Geberal Requiremebts DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of 100 SC100 1 2 JH 2/22/00 100 STANDARDS COMMITTEE GENERAL INFORMATIONSECTION 100 GENERAL INFORMATION 1. Purpose of Construction Standards The purpose of Clark Public Utilities Construction Standards is to promote safe, economical, and uniform practices in the design, construction, and maintenance of the Utilities' electrical systems. The Utilities' plant and efficiency are expected to benefit from the use of these standards. The Construction Standards have been incorporated into the Rapid Information On-line (RIO) Work Order Management System. RIO provides a common interface between Engineering, Accounting, Stores, and Construction. The RIO material lists are generated from coded inputs, various Accounting categories are credited, stores inventories are checked, and labor and material charges are accumulated. 2. Scope of Construction Standards The CPU Construction Standards provide information applicable to design and construction of the CPU transmission and distribution systems. CPU Standards are intended to cover the majority of typical installations. They do not cover every possible situation or "one of a kind" installations. The lack of a Standard should not pose a problem if good engineering judgment and construction practices are followed. 3. Electrical Codes All design and construction practices shall meet the provisions of the Washington State Electrical Construction Code and the National Electrical Safety Code in so far as they are applicable. Nothing in these Standards is intended to be interpreted so as to conflict with the regulations of the state of Washington or any other regulatory bodies having jurisdiction. 4. Use of Standards · Standards shall be adhered to on new construction. · Standards shall be compiled with on rebuilding or maintenance. When such practice is impractical, or not economically feasible, changes or additions to the standard practice will be permissible. · Each Department and each individual is expected to become familiar with those Standards pertaining to their work and to adhere to those Standards. It is not the intent of standardization to, in any way, impede progress in adopting new ideas in materials, methods, or designs. On the contrary, it is expected that standardization will stimulate the use of such ideas, and through a program of trial use, incorporate into our Standards those items which improve design and construction practices. DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of 100 SC100 2 2 JH 2/22/00 100 STANDARDS COMMITTEE GENERAL INFORMATION 5. Deviation from Standards When deviations from the CPU Standards are deemed necessary, the individual responsible for the deviations must provide good reasons and make the changes only with the approval of their supervisor. The Standards Engineer shall be notified of any deviations from the Standards that are expected to be repetitive. While it is desirable that Standards be adhered to as much as possible, it is also recognized that items of material and methods of assembly andconstruction become obsolete because of price changes, improvements, and developments of new materials. New and/or better methods of performing work are constantly being derived. So that the CPU Standards can be updates to take advantage of new and improved materials and methods, employees are urged to submit suggestions for improvements. Construction Standards, Request for Change form is provided at the end of this Section 100 to make it easy to submit suggestions. The form should be duplicated, completed, and submitted to the Standards Engineer. Good reasons in support of the proposed change or new Standard should be provided when submitting the suggestion. As a courtesy to the submitter, the Standards Committee will review all suggestions and provide a response to the individual originally providing the suggestion. 6. Responsibility Responsibility for adherence to Standards rests with the individual directly in charge ofthe work. Construction Standards books are the property of CPU and are to be cared for by the person to whom assigned. Updated editions will be issued periodically. 7. Cooperation All Section and Department heads, as well as employees who use the Standards in their work, are expected to give the standards program full cooperation and assistance and to help resolve problems that arise. 8. Feedback The Constructions Standards program is flexible. Users re encouraged to use the previously mentioned Construction Standards, Request for Change form to submit suggestions for improvements. Alternative methods of submitting suggestions are to contact the Standards Engineer directly or to express your ideas to a Standards Committee representative. DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of 101 SCP101 1 1 JH 2/22/00 100 STANDARDS COMMITTEE PURPOSE STANDARDS COMMITTEE PURPOSE The purpose of Standards is to provide a consistent basis for design and construction. The purpose of a Standards Committee is to provide a forum for the exchange of information between all affected departments and to provide a means of approval of utility construction and materials. It is recognized that there may be diverse opinions among experienced personnel. It is important for the smooth operation of the utility that there be a general or standard means of constructing repetitive installations. It is also important that any change to existing standards be reviewed by all affected departments to ensure that solutions for one group do not adversely impact another group. The overall efficiency and reliability of the utility should be considered before the adoption or change of any standard. The following groups should be included in a Standards Committee: 1. Operations - Responsible for the Work Practices and Installation of the Standard. 2. Engineering - Responsible for the Design to include strength, reliability, economic impact, and existing construction codes. 3. Purchasing - Responsible for costing and availability of materials. 4. Stores - Responsible for packaging and handling of materials. Stores is also the first-line contact for inspection of received material and samples of failed material. 5. Drafting - Responsible for Drawings and records of the Standards. 6. Construction Services - Responsible for communication between the utility, contractors, and customers. DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of 102 SC0G102 1 1 JH 2/22/00 100 STANDARDS COMMITTEE OPERATING GUIDELINES STANDARDS COMMITTEE OPERATING GUIDELINES 1. The Committee will consider any proposed Construction Standard presented and will determine by majority vote whether to proceed with development f the Standard. 2. The Standards Engineer will develop a proposed Standard after consulting with any affected group. 3. The proposed Standard will be reviewed by all groups before final adoption. 4. Engineering will identify a job site for evaluation of the proposed Standard. 5. The Standards Engineer will work with Purchasing to obtain any new material for the Proposed Standard. 6. The proposed Standard will be constructed and evaluated by Operations. 7. The result of the above steps will be reviewed by the Standards Engineer and presented to the Committee for adoption, rejection, or modification. 8. Drafting will develop the final Standard drawing and distribute copies as needed. 9. A Standard may be proposed by any Employee using the "Construction Standards - Request for Change Form". 10. Minutes of the Committee meeting will reflect the action taken and the philosophies behind any Standard. RESIDENTIAL, COMMERCIAL AND INDUSTRIAL NEW CONSTRUCTION PROCESSINITIAL REQUEST CONSTRUCTION SERVICES #992-8558 ASSIGN PROJECT TO CPU REPRESENTATIVE INITIAL PLAN REVIEW SITE EVALUATION PRELIMINARY SERVICE PLAN SITE PLAN TIME LINESERVICE SIZE, VOLTAGECONTACT PERSON FIELD CHECKDETERMINE CONNECTION POINT PRELIMINARY DESIGNCONSTRUCTION SPECSEASEMENTS FEES AND CHARGES CPU SYSTEM IMPROVEMENT AND RELOCATION DESIGN CONSTRUCTION OF IMPROVEMENTS OR RELOCATION DESIGN COMPLETION CONSTRUCTION BY CUSTOMER CONTRACTOR ACCEPTANCE OF PROJECT BY CPU PROJECT ENERGIZED BY CPU IDENTIFY SYSTEM IMPROVEMENTS OR RELOCATIONCOMPLETE CPU DESIGN OF IMPROVEMENTS FAX OR MAIL DESIGN TO CONTRACTOR CONSTRUCTION INSPECTION AND APPROVAL BY CPU PERMITS, EASEMENTS, L&I INSPECTIONS COMPLETEMATERIALS AND WORKMANSHIP COMPLY WITH CPUCOMPLIANCE WITH APPROVED DESIGN CONNECTION BY CPUTRANSFER OF OWNERSHIP TO CPU FEES/CHARGES PAID INSPECTION CPU TRENCH PH# 992-8558 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of FLOW CHART CON-FLOW 1 1 100 RESIDENTIAL COMMERCIAL AND INDUSTRIAL NEW CONSTRUCTION PROCESS CLARK PUBLIC UTILITIES RESIDENTIAL, COMMERCIAL AND INDUSTRIAL GENERAL REQUIREMENTS FEBRUARY 2005 · Re ferences to developer apply to individual customers, developers or developers contractor. · The developer will supply labor and material to install underground primary electrical systems · The developer will supply labor and material to install underground secondary electrical systems. CPU will provide labor and material to install overhead secondary electrical systems at the developers expense. · All facilities shall be installed with reference to final grade. Burial depths in excess of 48 inches shall be subject to CPU approval. · Only CPU approved materials and supplies may be installed by the contractor. CPU will provide lists of the approved materials and associated vendor locations. · The contractor shall guarantee the installation for a period of one year from the date of energization against defects in workmanship. · All bolts used for electrical connections shall be Stainless Steel, Grade 5, USA manufactured and shall be applied with Belleville style washers. · All street and road crossings shall be in Schedule 40 PVC electrical conduit or CPU approved polyethylene of equal strength. · All conduit sections are to be fastened with glue designed for the conduit material which is installed. · Conduit sweeps shall be minimum 24 radius for secondary conductors and minimum 36 radius for primary. · Unused or future conduits shall have locate discs installed at the ends, be plumbed above grade with 90 degree elbows that are not glued and capped with primary enclosure per CPU specification ULE Loop Enclosure. · Sufficient select backfill shall be placed to prevent crushing of conduits due to trucks or other heavy equipment. CPU may select backfill at the time of construction. · Street crossings shall be buried at a minimum depth of 42below final grade and a maximum of 48. · Conduit systems are to be continuous. Developers contractor shall contact CPU at (360) 992-8839 to open padmounted equipment to plumb conduits into equipment. CPU requires two (2) working days of notification to open padmounted equipment. Contractor to have sufficient manpower on site to plumb conduit into equipment. · Primary conduits shall be buried per CPU standard UA1 Basic Trench Requirements. · Secondary conduits shall be buried per CPU standard UA3 Secondary Trench Requirements and Diagram. · Primary and secondary cables are to be installed without splices · All primary and secondary cable shall be identified per CPU standard UID2 Underground Conductor Identification Tags. · Transformers shall be installed on foundations that are adequate to prevent movement during their first year of operation. When setup is complete backfill with a minimum of 1-1/2 yards of 1 minus crushed rock under transformer pads. 5/8 crushed rock is preferred. · Transformers and trench routes shall be oriented for minimum obstruction for future equipment operation, access and maintenance. Transformers shall be placed with the doors/door facing the access roadway. · If a transformer must be located where it is susceptible to vehicular contact, protective barriers shall be installed per CPU specification UTP9 Typical Barrier Installation To Protect Padmounted Equipment. · Transformers installed on sloping terrain shall be protected from erosion and earth movement with side hill barriers per CPU specification HB1 Hillside Barrier. · All cable shall be installed in conduit per CPU standard UC1 Conduit Requirements. · Trench routes are to follow parallel with roadways unless alternate routes have been approved by CPU. · On single residences and subdivisions, CPU will determine at the time of trench inspection the need for select backfill or conduit. SUBDIVISIONS · Developer is responsible to have an approved design firm engineer the new underground facilities to serve the development. · Transformers and pedestals shall be installed on lot lines · All street and road crossings shall be at property lines extended to the edges of the R.O.W. · Bottom of transformer pads shall be installed at an elevation of 4 above the top of the curb. MULTI FAMILY, CONDOMINIUM AND MOBILE HOME PARKS · Developer is responsible to have an approved design firm engineer the new underground facilities to serve the development. · All primary conductors shall be installed in 2 Schedule 40 PVC · All secondary conductors shall be installed in 3 schedule 40 PVC · Developer to provide and maintain services from CPU pedestals and secondary junction boxes to individual units. · Developer to permanently mark each meter socket and service panel with building and unit number with 1 x 1 phenolic tags. Felt markers are not acceptable. COMMERCIAL AND INDUSTRIAL · All primary conductors shall be in 2 or 4 Schedule 40 PVC. Project engineer shall indicate size of conduit on design. · Developer shall extend the trench to the base of the utility pole and coil sufficient cable at the base of the pole. CPU will provide and install the riser incorporating coiled cable at the developers expense. Splices are not permitted . · Developer shall install conduit system and primary ca b le into padmounted transformer, junction box or switch. CPU will terminate the primary cable at the source at the developers expense. | 02/22/00 |
Section 200 - Overhead Basic UnitsN New Standard R Redrawn Standard C Changed Standard ~ No Change 200 B ASIC U NITS 11/11/2016 C BR1 22" Multi-purpose Bracket with Clip & Insulator f or Slack Span C BR3 22" Multi-purpose Bracket with Clip for Tension S pan C BR10 1000MCM Cable Termination Mounting Bracket C CR20A Single 8' Crossarm - Flat Brace C CR21A Double 8' Crossarm - Flat Braces C CR23A Single Crossarm - Angle Brace C CR24A Double Crossarm - Angle Braces C CR26A Pre-assembled Deadend, 8' & 10', 3-Position - 3 97 AAC Max Wire C CR27B Pre-assembled Deadend, 10', 4-Position - 397 AA C Max Wire C CR28A Pre-assembled Deadend, 8' & 10', 3-Position - 7 95 AAC Max Wire C CR29B Pre-assembled Deadend, 10', 4-Position - 795 AA C Max Wire C CRA50A Single Crossarm - Alley Arm C CRA52A Double Crossarm - Alley Arm C PR1 Pole-Top Pin - Single Insulator C PR2 Pole-Top Pin - Double Insulators C PR4 Single Crossarm Pin C PR5 Single Crossarm Angle Pin C PR19 Double Crossarm Pin C PR20 Horizontal Jumper Support C PR21 Deadend with Eyebolt C PR22 Deadend with Long Eyebolt C PR23 Deadend with Extension C PR24 Deadend C PR25 Deadend with Extension N New Standard R Redrawn Standard C Changed Standard ~ No Change 200 (C ONTINUED ) B ASIC U NITS 11/11/2016 C PR40 Pole-Top Pin Single Vise-Top Insulator C PR41 Pole-Top Pin - Double Vise-Top Insulators C PR42 Single Vise-Top Insulator on Crossarm C PR43 Double Vise-Top Insulators on Crossarms C PR44 Single Angle Vise-Top Insulator on Crossarm C PR56 Single Clamp-Top Twiggy Arm 21" C PR57 Double Clamp-Top Twiggy Arm 21" C PR58 Single Clamp-Top Twiggy Arm 27" C PR59 Double Clamp-Top Twiggy Arm 27" C PR60 Single Twiggy Arm 18" N PR60V Single Twiggy Arm 18" Vise-Top Insulator C PR61 Double Twiggy Arm 18" N PR61V Double Twiggy Arm 18" Vise-Top Insulator C PR62 Single Twiggy Arm 24" N PR62V Single Twiggy Arm 24" Vise-Top Insulator C PR63 Double Twiggy Arm 24" N PR63V Double Twiggy Arm 24" Vise-Top Insulator C S1 Neutral Tangent Spool C S2 Neutral Angle Spool C S3 Heavy Neutral Angle Spool C S4,S4A Slack Neutral Conductor Deadends C S10 Neutral Deadend C S11 Neutral Double Deadend C S12 Single White Neutral Insulator on Crossarm C S13 Double White Neutral Insulators on Crossarms C S14 Single Angled White Neutral Insulator on Crossarm 4 5 3 1 2Bracket, Steel, Galv., Multi-purpose, 22" Washer, Square, Curved, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Screw, Lag, 1/2" x 4 1/2" Twist Drive, Drive Point 1 1 1 2217 1132 1392 S/N QTY. 1 1 2262 157 BR1 4 1 3 2 5 6 Adapter, Steel, Galv., Clip Angle 1 2248 6 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of BR1 BR1 1 1 TRO 7/17/96 200 BASIC UNITS 22" MULTI-PURPOSE BRACKET WITH CLIP AND INSULATOR FOR SLACK SPAN 4 12/17/04 LB AH 5 3/19/07 LB AH 6 8/25/09 CM AH 7 12/22/16 CM DK 7 Pin, Insulator, Short Shank 6" Above Arm 1 2249 8 1 8 7 PREFORMED TIES S/N 2/0 ACSR 2242 2241 #2 ACSR Insulator, Pin, C Neck, Polymer 1968 Washer, Lock, Spring, Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 16" Galv., 12,400 lbs Ultimate Tensile Rev. 7 - Changed to Polymer insulator and updated material list. ITEM NO. DESCRIPTION Adapter, Steel, Galv., Clip Angle Washer, Square, Curved, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Bracket, Steel, Galv., Multipurpose, 22" 5 4 1 3 2BR3 QTY. 2248 2217 1 3 157 2262 S/N 1392 1 2 2 1 5 2 3 4 22"BRACKET (MULTI-PURPOSE W/ CUTOUT CLIP) DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of BR3 BR3 1 1 TRO 7/17/96 200 BASIC UNITS 22" MULTI-PURPOSE BRACKET WITH CLIP FOR TENSION SPAN 3 2/23/00 HWH MA 4 12/17/04 LB AH 5 10/17/08 CM AH 6 11/11/16 KJP 7 6 1395 149 1 1 Washer, Lock, Spring, Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 16" Galv., 12,400 lbs Ultimate Tensile Washer, Flat Round Galv. 5/8" Bolt, Machine, 5/8" x 2" Galv., 12,400 lbs Ultimate Tensile 8 913 1 Nut, Eye Oval 5/8" Galv. 8 4 7 6 Rev. 6 - Corrected material list and drawing. For tension applications. Note: ITEM NO. DESCRIPTION 1 5 2 Bracket, Terminator Mount, 48", 1000 MCM Washer, Square, Curved, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Washer, Lock, Spring, Double Coil, Galv., 5/8" Screw, Lag, 1/2" x 4 1/2", Twist Drive, Drive Point Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile 1 5 4 3 2 1 2842 1392 156 2217 1132 3 1 1 1 QTY. S/N BR10 5 3 4 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of BR10 BR10 1 1 TRO 7/17/96 200 BASIC UNITS 1000MCM CABLE TERMINATION MOUNTING BRACKET 1 10/7/05 LB AH 2 2/22/16 KJP Support, Cable, 1000 MCM 6 3 2229 Rev. 2 - Changed to 48" bracket. ITEM NO. DESCRIPTION S/N 4 8 6 7 5 1 3 2Screw, Lag 1/2" x 4 1/2", Twist Drive, Drive Point Washer, Lock, Spring, Double Coil, Galv., 5/8" Brace, Crossarm 28", Galv. Stl Gain, Pole Plastic Washer, Square, Flat 5/8", 2 1/4" x 2 1/4" Bolt, Machine, 5/8" x 16", Galv., 12,400 lbs Ultimate Tensile Bolt, Carriage, 3/8" x 5", Galv., 4250 lbs Ultimate Tensile Arm, Cross (Distr.), 8' x 3 3/4" x 4 3/4" 1 12217 1132 2 205 1 1 1412 709 1 157 1 2 25 78 QTY. CR20A 7 1 9 5 3 4 2 6 8 (FLAT BRACE) DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR20A CR20 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE 8' CROSSARM FLAT BRACE 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP Rev. 4 - Updated material. 9 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 1 1392 ITEM NO. DESCRIPTION S/N 4 8 6 7 5 1 3 2Brace, Crossarm 28", Galv. Stl. Screw, Lag 1/2" x 4 1/2", Twist Drive, Drive Point Bolt, Double Arm, 5/8" x 20", Galv., 12,400 lbs Ultimate Tensile Gain, Pole Plastic Washer, Square, Flat 5/8", 2 1/4" x 2 1/4" Bolt, Carriage, 3/8" x 5", Galv., 4,250 lbs Ultimate Tensile Arm, Cross (Distr.), 8' x 3 3/4" x 4 3/4" 4 205 2 1132 3 83 10 11412 709 2 4 25 78 QTY. CR21A 4 3 5 8 1 3 3 2 6 7 Washer, Lock, Spring, Double Coil, Galv., 5/8" 2217 5 (FLAT BRACES) DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR21A CR21 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE 8' CROSSARM FLAT BRACES 2 2/23/00 HWH MA 3 3/12/02 JEH 4 9/19/05 LB AH 5 2/24/16 KJP 3 5 Rev. 5 - Updated material. ITEM NO. DESCRIPTION S/N 4 9 10 8 6 7 5 1 3 2Washer, Lock, Spring, Double Coil, Galv., 1/2" Bolt, Machine, 5/8" x 12", Galv., 12,400 lbs Ultimate Tensile Washer, Flat, Round, Galv., 1/2" Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Square, Flat 5/8", 2 1/4" x 2 1/4" Brace, Angle (60" or 72") Gain, Pole Plastic Bolt, Machine, 5/8" x 16", Galv., 12,400 lbs Ultimate Tensile Bolt, Machine, 1/2" x 7", Galv., 7800 lbs Ultimate Tensile Arm, Cross (Distr.), 3 3/4" x 4 3/4" 1 2155 2216 2 2 2217 1394 1 1412 1 1 709 203 1 157 1 2 25 143 QTY. CR23A 2 1 2 2 2216 155 1394 2217 1 1 1 1412 204 709 1 2 1157 143 26 QTY. S/N CR23B 8'Arm 10'Arm 11 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 2 1392 2 1392 5 1 8 2 4 3 10 9 7 11 6 (ANGLE BRACE) DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR23A,CR23B CR23 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE CROSSARM ANGLE BRACE 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP Rev. 4 - Updated material. ITEM NO. DESCRIPTION S/N Washer, Flat, Round, Galv., 1/2"4 1394 4 9 10 8 6 7 5 1 3 2 Bolt Machine, 5/8" x 12", Galv., 12,400 lbs Ultimate Tensile Washer, Square, Flat 5/8", 2 1/4" x 2 1/4" Washer, Lock, Spring, Double Coil, Galv., 1/2" Washer, Lock, Spring, Double Coil, Galv., 5/8" Brace, Angle (60" or 72") Gain, Pole Plastic Bolt, Double, Arm, 5/8" x 20", Galv., 12,400 lbs Ultimate Tensile Bolt, Machine, 1/2" x 7", Galv., 7800 lbs Ultimate Tensile Arm, Cross (Distr.), 3 3/4" x 4 3/4" 10 11412 155 6 4 2217 2216 2 203 3 1 83 709 2 4 25 143 QTY. CR24A 4 1394 1 10 4 6 155 1412 2216 2217 2 1 3 204 709 83 4 2143 26 QTY. S/N CR24B 8'Arm 10'Arm 3 3 6 4 8 10 1 2 8 9 (ANGLE BRACES) DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR24A,CR24B CR24 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE CROSSARM ANGLE BRACES 2 2/23/00 HWH MA 3 3/12/02 JEH 4 5/3/06 LB AH 5 2/24/16 KJP 5 7 Rev. 5 - Updated material. ITEM NO. DESCRIPTION S/N 4 1 3 2Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Washer, Lock, Spring, Double Coil, Galv., 3/4" Bolt, Machine, 3/4" x 14", Galv., 18,350 lbs Ultimate Tensile Arm, Deadend Assembly, 3-position, 397 Max 2 1392 2 2218 1 12508 174 QTY. CR26A 2 1392 2 1 1 2218 174 2680 QTY. S/N CR26B 8'Arm 10'Arm ULTIMATE DEADEND STRENGTH 8' and 10' 3-Position 7,120 lbs/position DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR26A,CR26B CR26 1 1 ELM 1/31/80 200 BASIC UNITS, PRE-ASSEMBLED DEADEND 8' AND 10', 3-POSITION 397 AAC MAX WIRE 3 3/12/02 JEH 4 10/18/07 LB AH 5 7/23/10 KJP 6 2/24/16 KJP 12" 3-5/8" 4-5/8" 3 4 1 5 1 6 2 6 5 Bolt, Machine, 3/4" x 16", Galv., 18,350 lbs Ultimate Tensile Nut, Eye Oval 3/4" 1 175 1 9141 175 1 914 Rev. 6 - Updated materials. ITEM NO. DESCRIPTION 4 1 3 2Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Washer, Lock, Spring, Double Coil, Galv., 3/4" Bolt, Machine, 3/4" x 14", Galv., 18,350 lbs Ultimate Tensile Arm, Deadend Assembly, 10', 4-position, 397 Max 2 1392 2 2 1 2218 174 2555 QTY. S/N CR27B ULTIMATE DEADEND STRENGTH 10' 4-Position 13,900 lbs/position DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR27B CR27 1 1 ELM 1/31/80 200 BASIC UNITS PRE-ASSEMBLED DEADEND, 10', 4-POSITION 397 AAC MAX WIRE 3 3/12/02 JEH 4 10/18/07 LB AH 5 7/23/10 KJP 6 2/24/16 KJP 2 3 1 4 12" 3-5/8" 1 2 3 4 2 3 4 4-5/8" Rev. 6 - Updated materials. ITEM NO. DESCRIPTION S/N 4 1 3 2Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Bolt, Machine, 3/4" x 14", Galv., 18,350 lbs Ultimate Tensile Arm, Deadend Assembly, 3-position, 336 & 795 2 1392 2 2218 1 12509 174 QTY. CR28A 2 1392 2 1 1 2218 174 2681 QTY. S/N CR28B 8'Arm 10'Arm ULTIMATE DEADEND STRENGTH 8' and 10' 3-Position 13,900 lbs/position DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR28A,CR28B CR28 1 1 LB/AH 10/18/07 200 BASIC UNITS, PRE-ASSEMBLED DEADEND 8' AND 10', 3-POSITION 795 AAC MAX WIRE 1 7/23/10 KJP 2 2/24/16 KJP 12" 3-5/8" 4-5/8" 3 4 5 1 1 6 2 6 5 Bolt, Machine, 3/4" x 16", Galv., 18,350 lbs Ultimate Tensile Nut, Eye Oval 3/4", Galv. 1 175 1 9141 175 1 914 Washer, Lock, Spring, Double Coil, Galv., 3/4" Rev. 2 - Updated materials. ITEM NO. DESCRIPTION 4 1 3 2Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Bolt, Machine, 3/4" x 14", Galv., 18,350 lbs Ultimate Tensile Arm, Deadend Assembly, 10', 4-position, 336 & 795 2 1392 2 2 1 2218 174 2668 QTY. S/N CR29B ULTIMATE DEADEND STRENGTH 10' 4-Position 13,900 lbs/position DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CR29B CR29 1 1 LB/AH 10/18/07 200 BASIC UNITS PRE-ASSEMBLED DEADEND, 10', 4-POSITION 795 AAC MAX WIRE 1 7/23/10 KJP 2 2/24/16 KJP 12" 3-5/8" 1 2 3 4 2 3 4 2 3 1 4 4-5/8" Washer, Lock, Spring, Double Coil, Galv., 3/4" Rev. 2 - Updated materials. ITEM NO. DESCRIPTION 53" 5' - 5" Gain, Pole Plastic Washer, Square, Flat, 2 1/4" x 2 1/4" x 5/8" Bolt, Machine, 5/8" x 7", Galv., 12,400 lbs Ultimate Tensile Bolt, Machine, 5/8" x 16", Galv., 12,400 lbs Ultimate Tensile Bolt, Machine, 5/8" x 12", Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Brace, Alley Arm, (6'-11" or 10'), Galv. Steel2 11412 709 1 1 157 2606 1 155 3 2217 2 1392 1 1 25 200 709 1412 2606 157 155 2217 1392 201 26 Arm, Cross (Distr.), 3-3/4" x 4-3/4" 1 1 2 1 1 1 2 3 1 3 9 7 8 6 5 4 2 1 QTY. S/NCRA50B CRA50A QTY. S/N 4 9 3 3 4 8 6 7 7 1 2 8' Arm 10' Arm 8 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CRA50A,CRA50B CRA50 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE CROSSARM ALLEY ARM 2 2/23/00 HWH MA 3 5/3/06 LB AH 4 2/24/16 KJP 5 Note: Alley arm should only be used where conditions will not allow conventional construction Rev. 4 - Updated material. 4 ITEM NO. DESCRIPTION 53" 5' - 5" Gain, Pole Plastic Washer, Square, Flat, 2 1/4" x 2 1/4" x 5/8" Bolt, Machine, 5/8" x 12", Galv., 12,400 lbs Ultimate Tensile Bolt, Machine, 5/8" x 7", Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Brace, Alley Arm, (6'-11" or 10'), Galv. Steel Arm, Cross (Distr.), 3-3/4" x 4-3/4"8 11412 709 1 155 6 2 2217 2606 2 2 25 200 709 1412 155 2606 2217 201 26 Bolt, Double Arm, 5/8" x 20", Galv., 12,400 lbs Ultimate Tensile 2 8383 2 2 1 8 2 1 6 2 CRA52A S/N 8 6 7 5 3 4 2 1 3 QTY. 2 CRA52B QTY. S/N 8 1 4 7 8 3 8' Arm 10' Arm DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of CRA52A,CRA52B CRA52 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE CROSSARM ALLEY ARM 2 2/23/00 HWH MA 3 5/3/06 LB AH 4 2/24/16 KJP 6 5 Note: Alley arm should only be used where conditions will not allow conventional construction 3 Rev. 4 - Updated material. ITEM NO. DESCRIPTION 4 5 1 3 2Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Bolt, Machine, 5/8" x 12" Galv., 12,400 lbs Ultimate Tensile Insulator, Pin, C Neck, Polymer Pin, Pole Top 2 2 1392 2217 2 1 1 155 1968 962 QTY. S/N PR1 6 Wire, Tie, AL Annealed #4 SD 10 1421 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR1,PR1TREE PR1 1 1 ELM 1/31/80 200 BASIC UNITS POLE-TOP PIN SINGLE INSULATOR 3 2/23/00 HWH MA 4 5/3/06 LB AH 5 12/22/16 CM DK PR1TREE - for tree wire - use covered tie wire 4 6 2 3 1 3012 962 155 2217 1392 2 11 2 1 2 1 1968 S/N QTY. PR1TREE Ultimate Transverse Load = 1500 lbs 5 DESCRIPTION PR1 - for bare wire - use bare tie wire Washer, Lock, Spring, Double Coil, Galv., 5/8" Rev. 5 - Eliminated porcelain insulator and added tie wire notes. 1. See Std TI4 - Conductor Tying Guide - Section 400. 2. Ultimate Transverse Load=1,500 lbs. Ultimate Longitudinal Load=1,200 lbs. Notes: ITEM NO. ITEM NO. 4 1 3 2 Pin, Pole Top 2 2217 2 2 2156 962 QTY. S/N PR2 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR2,PR2TREE PR2 1 1 ELM 1/31/80 200 BASIC UNITS POLE-TOP PIN DOUBLE INSULATORS 3 2/23/00 HWH MA 4 2/13/06 LB AH 5 12/22/16 CM DK 5 2 1 962 156 2217 2 2 2 S/N 1968 PR2TREE QTY. 2 Ultimate Transverse Load = 3000 lbs 3 4 DESCRIPTION Insulator, Pin, C Neck, Polymer 1968 PR2TREE - for tree wire - use covered tie wire PR2 - for bare wire - use bare tie wire Bolt, Machine, 5/8" x 14" Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" 20 1421 3012 22 Wire, Tie, AL Annealed #4 SD 5 Rev. 5 - Eliminated porcelain insulator and added tie wire notes. 1. See Std TI5 - Conductor Tying Guide - Section 400. 2. Ultimate Transverse Load=3,000 lbs. Ultimate Longitudinal Load=2,400 lbs. Notes: ITEM NO. 4 1 3 2DESCRIPTION Washer, Square Flat 5/8", 2 1/4" x 2 1/4" Pin, Crossarm 1 2217 1 1 1 1412 961 QTY. S/N PR4 Wire, Tie, AL Annealed #4 SD 5 10 1421 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR4,PR4TREE PR4 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE CROSSARM PIN 3 2/23/00 HWH MA 4 5/3/06 LB AH 5 12/22/16 CM DK 3 1 5 4 2 S/N QTY. 3012 1968 1412 2217 1 11 1 1 1 961 PR4TREE Ultimate Transverse Load = 1000 lbs Insulator, Pin, C Neck, Polymer 1968 PR4TREE - for tree wire - use covered tie wire PR4 - for bare wire - use bare tie wire Washer, Lock, Spring, Double Coil, Galv., 5/8" Rev. 5 - Eliminated porcelain insulator and added tie wire notes. 1. See Std TI4 - Conductor Tying Guide - Section 400. 2. Ultimate Cantilever Load=1,000 lbs. Notes: ITEM NO. 4 1 3 2DESCRIPTION Washer, Square Flat 5/8", 2 1/4" x 2 1/4" Pin, Angle, Crossarm 1 2217 1 1 1 1412 2658 QTY. S/N PR5 Wire, Tie, AL Annealed #4 SD 5 10 1421 See Std TI4 - Conductor Tying Guide - Section 400. Note: DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR5,PR5TREE PR5 1 1 LB/AH 5/03/06 200 BASIC UNITS SINGLE CROSSARM ANGLE PIN 1 12/22/16 CM DK S/N QTY. 3012 1968 1412 2217 1 11 1 1 1 2658 PR5TREE 3 4 2 1 5 2200 lbs Transverse Ultimate PR5TREE - for tree wire - use covered tie wire PR5 - for bare wire - use bare tie wire Insulator, Pin, C Neck, Polymer 1968 6 6 Bolt, Machine, 5/8" x 7" Galv., 12,400 lbs Ultimate Tensile1 2606 2606 1 Washer, Lock, Spring, Double Coil, Galv., 5/8" Rev. 1 - Eliminated porcelain insulator and added tie wire notes. ITEM NO. 4 1 3 2DESCRIPTION Washer, Square Flat, 5/8", 2 1/4" x 2 1/4" Pin, Crossarm 2 2217 2 2 2 1412 961 QTY. S/N PR19 5 Wire, Tie, AL Annealed #4 SD 20 1421 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR19,PR19TREE PR19 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE CROSSARM PIN 3 2/23/00 HWH MA 4 5/03/06 LB AH 5 12/22/16 CM DK 2 4 3 1 5 S/N QTY. 3012 1968 1412 2217 2 22 2 2 2 961 PR19TREE Ultimate Transverse Load = 2000 lbs PR19TREE - for tree wire - use covered tie wire PR19 - for bare wire - use bare tie wire Insulator, Pin, C Neck, Polymer 1968 Washer, Lock, Spring, Double Coil, Galv., 5/8" Rev. 5 - Eliminated porcelain insulator and added tie wire notes. 1. See Std TI5 - Conductor Tying Guide - Section 400. 2. Ultimate Cantilever Load=2,000 lbs. Notes: ITEM NO. 4 6 5 1 3 2DESCRIPTION Washer, Lock, Spring, Single Coil, Galv., 5/8" Bolt, Double Arm, 5/8" x 16" Galv., 12,400 lbs Ultimate Tensile Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Pin, Adapter 2 1 1 1403 81 2217 2 1 11392 959 QTY. S/N PR20 7 Wire, Tie, AL Annealed #4 SD 10 1421 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR20,PR20TREE PR20 1 1 ELM 1/31/80 200 BASIC UNITS HORIZONTAL JUMPER SUPPORT 3 2/23/00 HWH MA 4 5/3/06 LB AH 5 12/22/16 CM DK 5 1 7 3 4 2 6 3012 959 1392 2217 1403 2 11 1 2 1 81 1 S/N 1968 PR20TREE QTY. 1 Insulator, Pin, C Neck, Polymer 1968 PR20TREE - for tree wire- use covered tie wire PR20 - for bare wire- use bare tie wire Washer, Lock, Spring, Double Coil, Galv., 5/8"See Std TI4 - Section 400 - Conductor Tying Guide. Note: Rev. 5 - Eliminated porcelain insulator and added tie wire notes. ITEM NO. TOP VIEW SIDE VIEW 4 1 3 2Clamp, Strain, Distribution, #2 to 397.5 MCM Bolt, Eye, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Insulator, Susp. 15kV Clevis - Tongue, Polymer 1 302 1 1 1 108 1392 1967 QTY. S/N PR21 4 1 3 2 5 Washer, Lock, Spring, Double Coil, Galv., 5/8" 1 2217 5 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR21 PR21 1 1 ELM 1/31/80 200 BASIC UNITS DEADEND WITH EYEBOLT 2 2/23/00 HWH MA 3 5/15/06 LB AH 4 2/24/16 KJP DESCRIPTION Rev. 4 - Updated material. ITEM NO. TOP VIEW SIDE VIEW 4 1 3 2DESCRIPTION Clamp, Strain, Distribution, #2 to 397.5 MCM Bolt, Eye, 5/8" x 28", Galv., 12,400 lbs Ultimate Tensile Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Insulator, Susp. 15kV Clevis-Tongue, Polymer 1 302 1 1 1 113 1392 1967 QTY. S/N PR22 3 4 2 1 5 Washer, Lock, Spring, Double Coil, Galv., 5/8" 1 2217 5 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR22 PR22 1 1 ELM 1/31/80 200 BASIC UNITS DEADEND WITH LONG EYEBOLT 2 2/23/00 HWH MA 3 5/15/06 LB AH 4 2/24/16 KJP Rev. 4 - Updated material. ITEM NO. TOP VIEW SIDE VIEW 4 5 1 3 2Clamp, Strain, Distribution, #2 to 397.5 MCM Insulator, Guy Strain, Fiberglass, 20" Bolt, Eye, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Insulator, Susp. 15kV Clevis-Tongue, Polymer 1 1 302 2909 1 1 1 108 1392 1967 QTY. S/N PR23 6 Washer, Lock, Spring, Double Coil, Galv., 5/8" 1 2217 6 1 2 4 5 3 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR23 PR23 1 1 ELM 1/31/80 200 BASIC UNITS DEADEND WITH EXTENSION 2 2/23/00 HWH MA 3 5/15/06 LB AH 4 2/24/16 KJP DESCRIPTION Rev. 4 - Updated material. ITEM NO. 2 1Clamp, Strain, Distribution, #2 to 397.5 MCM Insulator, Susp. 15 kV Clevis-Tongue, Polymer 1 1 302 1967 QTY. S/N PR24 1 2 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR24 PR24 1 1 ELM 1/31/80 200 BASIC UNITS DEADEND 2 2/23/00 HWH MA 3 5/15/06 LB AH 4 2/14/16 KJP DESCRIPTION Rev. 4 - Updated material. ITEM NO. 3 2 1Insulator, Guy Strain, Fiberglass, 20" Clamp, Strain, Distribution, #2 to 397.5 MCM Insulator, Susp. 15 kV Clevis-Toungue, Polymer 1 2909 1 1 302 1967 QTY. S/N PR25 3 2 1 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR25 PR25 1 1 ELM 1/31/80 200 BASIC UNITS DEADEND WITH EXTENSION 2 2/23/00 HWH MA 3 5/15/06 LB AH 4 2/24/16 KJP DESCRIPTION Rev. 4 - Updated material. ITEM NO. 4 5 1 3 2Bolt, Machine, 5/8" x 12", Galv., 12,400 lbs. Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, 3" x 3" x 3/8" Thick x 13/16" Hole Insulator, Vise-Top, Polymer QTY. S/NPR40 962 1 2439 1 2 1392 2 2 155 2217 AlternatePosition 1 5 1. Ultimate transverse load = 1,500 lbs. Ultimate longitudinal load = 1,200 lbs.2. Replacement vise-top insulator bolts S/N 2888. Notes: DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR40 PR40 1 1 ELM 1/31/80 200 BASIC UNITS POLE-TOP PIN SINGLE VISE-TOP INSULATOR 3 2/23/00 HWH MA 4 3/12/02 JEH 5 5/15/06 LB AH 6 12/22/16 CM DK 2 3 Ultimate Transverse Load = 1500 lbs 4 DESCRIPTION Pin, Pole Top Installation: · 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Rev. 6 - Changed insulator to vise-top and updated material issue. ITEM NO. 4 1 3 2Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs. Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Pin, Pole Top Insulator, Vise-Top, Polymer 2 2 156 2217 2 2962 2439 QTY. S/N PR41 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR41 PR41 1 1 ELM 1/31/80 200 BASIC UNITS POLE-TOP PIN DOUBLE VISE-TOP INSULATOR 3 2/23/00 HWH MA 4 3/12/02 JEH 5 5/15/06 LB AH 6 12/22/16 CM DK DESCRIPTION 1 4 2 3 Installation:· 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Alternate Position Ultimate Transverse Load = 3000 lbs Rev. 6 - Changed insulator to vise-top and updated material issue. 1. Ultimate transverse load = 3,000 lbs. Ultimate longitudinal load = 2,400 lbs. 2. Replacement vise-top insulator bolts S/N 2888. Notes: ITEM NO. 4 1 3 2Washer, Square Flat, 5/8", 2 1/4" x 2 1/4" Washer, Lock, Spring, Double Coil, Galv., 5/8" Insulator, Vise-Top, Polymer Pin, Crossarm 1 1412 1 1 1 2217 2439 961 QTY. S/N PR42 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR42 PR42 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE VISE-TOP INSULATOR ON CROSSARM 3 2/23/00 HWH MA 4 5/15/06 LB AH 5 12/22/16 CM DK DESCRIPTION 1 4 3 2 Ultimate Transverse Load = 1500 lbs Installation:· 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Rev. 5 - Changed insulator to vise-top and updated material issue. 1. Ultimate longitudinal load = 1,000 lbs. 2. Replacement vise-top insulator bolts S/N 2888. Notes: ITEM NO. 4 1 3 2Washer, Square Flat, 5/8", 2 1/4" x 2 1/4" Washer, Lock, Spring, Double Coil, Galv., 5/8" Insulator, Vise-Top, Polymer Pin, Crossarm 2 1412 2 2 2 2217 2439 961 QTY. S/N PR43 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR43 PR43 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE VISE-TOP INSULATORS ON CROSSARMS 3 2/23/00 HWH MA 4 5/15/06 LB AH 5 12/22/16 CM DK DESCRIPTION 2 4 3 Ultimate Transverse Load = 3000 lbs Installation: · 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Rev. 5 - Changed insulators to vise-top and updated material issue. 1. Ultimate longitudinal load = 2,000 lbs. 2. Replacement vise-top insulator bolts S/N 2888. Notes: 1 ITEM NO. 5 4 3 2 1Bolt, Machine, 5/8" x 7" Galv., 12,400 lbs. Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Pin, Angle, Crossarm Insulator, Vise-Top, Polymer 1 11 2606 2217 1412 1 1 1 2439 QTY. S/N PR44 1 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR44 PR44 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE ANGLE VISE-TOP INSULATOR ON CROSSARM 3 2/23/00 HWH MA 4 5/15/06 LB AH 5 12/22/16 CM DK DESCRIPTION Washer, Square Flat 5/8", 2 1/4" x 2 1/4" 2658 2 3 4 5 Ultimate Transverse Load = 1500 lbs Installation: · 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Rev. 5 - Changed insulator to vise-top and updated material issue. 1. Ultimate transverse load = 1,500 lbs. 2. Replacement vise-top insulator bolts S/N 2888. Notes: ITEM NO. 4 6 5 1 3 2Clamp, Wire, Insulated, 336 - 795 MCM Arm, Epoxy 21" 2500 lbs Insulator, Clamp-Top 15 kV Bolt, Machine 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 1 1 1 316 40 760 2 2 2156 2217 1392 QTY. S/N PR56 2 3 1 4 5 6 21" 8" Ultimate Tension: 5000 lbs Ultimate Cantilever Strength: 2800 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR56 PR56 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE CLAMP-TOP TWIGGY ARM 21" 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP DESCRIPTION Ultimate Transverse: 2500 lbs Note: Use only when uplift needs to be considered. Rev. 4 - Updated material. ITEM NO. 4 5 1 3 2Insulator, Clamp-Top 15 kV Clamp, Wire, Insulated, 336 - 795 MCM Arm, Epoxy 21" 2500 lbs Washer, Lock Spring Double Coil, Galv., 5/8" Bolt, Machine 5/8" x 16", Galv., 12,400 lbs Ultimate Tensile 2 2 760 316 2 2 2 40 2217 157 QTY. S/N PR57 2 3 4 5 21" 21" Ultimate Tension: 5000 lbs Ultimate Cantilever Strength: 2800 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR57 PR57 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE CLAMP-TOP TWIGGY ARM 21" 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP 1 Ultimate Transverse: 2500 lbs Note: Use only when uplift needs to be considered. Rev. 4 - Updated material. ITEM NO. DESCRIPTION 4 6 5 1 3 2Clamp, Wire, Insulated, 336 - 795 MCM Arm, Epoxy 27" 2500 lbs Insulator, Clamp-Top 15 kV Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 1 1 1 316 42 760 2 2 2156 2217 1392 QTY. S/N PR58 2 3 4 5 6 27" 8" Ultimate Tension: 5000 lbs Ultimate Cantilever Strength: 2800 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR58 PR58 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE CLAMP-TOP TWIGGY ARM 27" 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/14/16 KJP 1 Ultimate Transverse: 2500 lbs Note: Use only when uplift needs to be considered. Rev. 4 - Updated material. ITEM NO. DESCRIPTION 4 5 1 3 2Insulator, Clamp-Top 15 kV Clamp, Wire, Insulated, 336 - 795 MCM Arm, Epoxy 27" 2500 lbs Washer, Lock, Spring, Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 16", Galv., 12,400 lbs Ultimate Tensile 2 2 760 316 2 2 2 42 2217 157 QTY. S/N PR59 3 2 1 4 5 27" 27" Ultimate Tension: 5000 lbs Ultimate Cantilever Strength: 2800 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR59 PR59 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE CLAMP-TOP TWIGGY ARM 27" 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP Ultimate Transverse: 2500 lbs Note: Use only when uplift needs to be considered. Rev. 4 - Updated material. ITEM NO. DESCRIPTION Wire, Tie, AL Annealed #4 SD Insulator, Pin C Neck, Polymer Arm, Epoxy 18" 2500 lbs Washer, Lock, Spring Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 16" Galv., 12,400 lbs Ultimate Tensile 4 5 3 2 1PR60 1968 1 10 1421 1 2 QTY. 2 2504 157 2217S/N 6 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 1392 2 PR60 - for bare wire - use bare tie wire PR60TREE - for tree wire - use covered tie wire Ultimate Vertical Strength: 2250 lbs Ultimate Eye Strength: 5000 lbs Ultimate Transversal Strength: 2500 lbs Ultimate Longitudinal Strength: 1900 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR60,PR60TREE PR60 1 1 2/16/01200 BASIC UNITS SINGLE TWIGGY ARM 18" 3 REDRAWN IN CAD 4 10/7/05 LB AH 5 12/22/16 CM DK 1392 2217 157 2504 3012 1968 1 11 1 2 2 2 S/N QTY. PR60TREE 8" 18" 3 5 4 6 2 1 DESCRIPTION Rev. 5 - Eliminated porcelain insulator and added tie wire notes. See Std TI4 - Conductor Tying Guide - Section 400. Note: ITEM NO. Arm, Epoxy 18" 2500 lbs 4 5 3 2 1PR60V 1 1 2 QTY. 2 2504 157 2217S/N Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 1392 2 Ultimate Vertical Strength: 2250 lbs Ultimate Eye Strength: 5000 lbs Ultimate Transversal Strength: 2500 lbs Ultimate Longitudinal Strength: 1900 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR60V PR60V 1 1 CM/DK 12/22/16 200 BASIC UNITS SINGLE TWIGGY ARM 18" VISE-TOP INSULATOR 8" 18" 3 4 2 1 Insulator, Vise-Top, Polymer 2439 Washer, Lock, Spring, Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 16" Galv., 12,400 lbs. Ultimate Tensile 5 Installation: · 1st tighten the bottom bolt until eye breaks off · 2nd tighten the top bolt until eye breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Replacement vise-top insulator bolts S/N 2888. Note: ITEM NO. DESCRIPTION Wire, Tie, AL Annealed #4 SD Insulator, Pin, C Neck, Polymer Arm, Epoxy 18" 2500 lbs Washer, Lock, Spring Double Coil, Galv., 5/8" Bolt, Double Arm, 5/8" x 18" Galv, 12,400 lbs Ultimate Tensile 4 5 3 2 1PR61 1968 2 20 1421 2 2 QTY. 4 2504 82 2217S/N Ultimate Longitudinal Strength: 1900 lbs Ultimate VerticalStrength: 2250 lbs Ultimate TransversalStrength: 2500 lbs Ultimate Eye Strength: 5000 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR61,PR61TREE PR61 1 1 2/16/01200 BASIC UNITS DOUBLE TWIGGY ARM 18" 3 REDRAWN IN CAD 4 10/7/05 LB AH 5 12/22/16 CM DK S/N QTY. 2217 82 2504 3012 1968 2 22 2 4 2 PR61TREE 18" 18" DESCRIPTION 2 3 1 6 PR61 - for bare wire - use bare tie wire PR61TREE - for tree wire - use covered tie wire Washer, Flat Round Galv., 5/8" 6 4 1395 1395 4 4 5 Rev. 5 - Eliminated porcelain insulator, added tie wire notes, and changed machine bolt to DA bolt. See Std TI4 - Conductor Tying Guide - Section 400. Note: See Detail A Detail A DA Bolt Nuts Spring Washer Round Washer ITEMNO. Arm, Epoxy 18" 2500 lbs Washer, Lock, Spring, Double Coil, Galv., 5/8" 4 5 3 2 1PR61V 2 2 2 QTY. 4 2504 82 2217S/N Ultimate Longitudinal Strength: 1900 lbs Ultimate VerticalStrength: 2250 lbs Ultimate TransversalStrength: 2500 lbs Ultimate EyeStrength: 5000 lbs DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR61V PR61V 1 1 CM/DK 12/22/16 200 BASIC UNITS DOUBLE TWIGGY ARM 18" VISE-TOP INSULATOR 18" 18" 4 2 3 Insulator, Vise-Top, Polymer 2439 Washer, Flat Round Galv., 5/8"4 1395 Bolt, Double Arm, 5/8" x 18" Galv., 12,400 lbs Ultimate Tensile 1 5 See Detail A Detail A DA Bolt Nuts Spring Washer Round Washer Installation: · 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Replacement vise-top insulator bolts S/N 2888. Note: ITEM NO. DESCRIPTION DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR62,PR62TREE PR62 1 1 LB/AH 10/7/05 200 BASIC UNITS SINGLE TWIGGY ARM 24" 1 12/22/16 CM DK Ultimate Transversal Strength: 2500 lbs 5 6 4 2 3 1 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Bolt, Machine, 5/8" x 16", Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring Double Coil, Galv., 5/8" Arm, Epoxy 24" 2500 lbs Insulator, Pin, C Neck, Polymer Wire, Tie, AL Annealed #4 SD Ultimate VerticalStrength: 2100 lbs 1392 2217 157 2605 1421 1968 1 10 1 2 2 2 S/N QTY. PR62 Ultimate Longitudinal Strength: 1850 lbs 2 1392 11 1 1 3012 1968 2605 PR62TREE 2 2 QTY. 157 2217S/N 3 5 6 4 2 1 DESCRIPTION PR62 - for bare wire - use bare tie wire PR62TREE - for tree wire - use covered tie wire Ultimate Eye Strength: 5000 lbs Rev. 1 - Eliminated porcelain insulator and added tie wire notes. See Std TI4 - Conductor Tying Guide - Section 400. Note: 24" 24" ITEM NO. DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR62V PR62V 1 1 CM/DK 12/22/16 200 BASIC UNITS SINGLE TWIGGY ARM 24" VISE-TOP INSULATOR 5 4 2 3 1 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Arm, Epoxy 24" 2500 lbs 1392 2217 157 2605 1 1 2 2 2 S/N QTY. PR62V 8" 24" 3 4 2 1 Ultimate Vertical Strength: 2100 lbs Ultimate Transversal Strength: 2500 lbs Ultimate Longitudinal Strength: 1850 lbs Insulator, Vise-Top, Polymer 2439 Washer, Lock, Spring Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 16" Galv., 12,400 lbs Ultimate Tensile 5 Ultimate Eye Strength: 5000 lbs Installation:· 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Replacement vise-top insulator bolts S/N 2888. Note: ITEM NO. DESCRIPTION DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR63,PR63TREE PR63 1 1 LB/AH 10/7/05 200 BASIC UNITS DOUBLE TWIGGY ARM 24" 1 12/22/16 CM DK Ultimate Transversal Strength: 2500 lbs 4 5 3 1 2 Bolt, Double Arm, 5/8" x 18" Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring Double Coil, Galv., 5/8" Arm, Epoxy 24" 2500 lbs Insulator, Pin C Neck, Polymer Wire, Tie, AL Annealed #4 SD Ultimate Vertical Strength: 2100 lbs S/N QTY. 2217 82 2605 1421 1968 2 20 2 4 2 PR63 Ultimate Longitudinal Strength: 1850 lbs 2 82 22 2 2 3012 1968 2605 PR63TREE QTY. 4 S/N 2217 24" 24" DESCRIPTION PR63 - for bare wire - use bare tie wire PR63TREE - for tree wire - use covered tie wire 2 3 1 6 6 Washer, Flat Round Galv., 5/8" 1395 4 4 1395 4 5 Ultimate Eye Strength: 5000 lbs Rev. 1 - Eliminated porcelain insulator, added tie wire notes, and changed machine bolt to DA bolt. See Std TI4 - Conductor Tying Guide - Section 400. Note: See Detail A Detail A DA Bolt Nuts Spring Washer Round Washer ITEMNO. DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of PR63V PR63V 1 1 CM/DK 12/22/16 200 BASIC UNITS DOUBLE TWIGGY ARM 24" VISE-TOP INSULATORS 4 3 1 2 Arm, Epoxy 24" 2500 lbs S/N QTY. 2217 82 2605 2 2 4 2 PR63V 24" 24" 4 2 3 Insulator, Vise-Top, Polymer 2439 Ultimate Vertical Strength: 2100 lbsUltimate Transversal Strength: 2500 lbs Ultimate Longitudinal Strength: 1850 lbs 5 Washer, Flat Round Galv., 5/8" 4 1395 Washer, Lock, Spring, Double Coil, Galv., 5/8" Bolt, Double Arm, 5/8" x 18" Galv., 12,400 lbs Ultimate Tensile 1 5 Ultimate Eye Strength: 5000 lbs See Detail A Detail A DA Bolt Nuts Spring Washer Round Washer Installation: · 1st tighten the bottom bolt until ring breaks off · 2nd tighten the top bolt until ring breaks off · Remove bolts with socket stick · Do not reuse bolts after rings have broken off Replacement vise-top insulator bolts S/N 2888. Note: DESCRIPTION ITEM NO. 4 1 3 2Washer, Lock, Spring Double Coil, Galv., 5/8" Bolt, Dble. Upset 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Insulator, Spool Clevis, Small, ANSI 53-2 Class 1 2217 1 1 1 1580 1392 773 QTY. S/N S1 5 Wire, Tie, AL Annealed #4 SD 10 1421 1 2 3 4 5 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S1 S1 1 1 ELM 1/31/80 200 BASIC UNITS NEUTRAL TANGENT SPOOL 3 2/23/00 HWH MA 4 8/2/05 LB AH 5 6/7/06 LB AH 6 2/24/16 KJP See Std TI4 - Conductor Tying Guide - Section 400. Note: Rev. 6 - Updated material. ITEM NO. DESCRIPTION 4 5 1 3 2Insulator, Spool Clevis, Small, ANSI 53-2 Class Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Clevis, D.E. Insulator 1340 Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile 1 1 773 2217 1 1 1 1392 335 156 QTY. S/N S2 6 Wire, Tie, AL Annealed #4 SD 1421 10 1 4 2 5 6 3 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S2 S2 1 1 ELM 1/31/80 200 BASIC UNITS NEUTRAL ANGLE SPOOL 3 2/23/00 HWH MA 4 8/2/05 LB AH 5 6/7/06 LB AH 6 2/24/16 KJP Ultimate Transverse Load = 3000 lbs DESCRIPTION Rev. 6 - Updated material. ITEM NO. 1 2Clevis, D.E. Insulator 1344 Insulator, Spool Clevis Large, ANSI 53-5 Class 1 1 336 1392 QTY. S/N S3 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S3 S3 1 1 LB/AH 1/21/08 200 BASIC UNITS HEAVY NEUTRAL ANGLE SPOOL 1 2/24/16 KJP 4 5 3 Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile 1 2217 1 1156 774 6 Wire, Tie, AL Annealed #4 SD 1421 10 6 2 3 1 5 4 Rev. 1 - Updated material. For use with 397 and 795 neutral from 6 to 15 angle. Note: ITEM NO. DESCRIPTION Washer, Lock, Spring, Single Coil 5/8" Galv. Clevis, D.E. Insulator 1340 Bolt, Double Upset, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile 4 3 Insulator, Spool Clevis, Small, ANSI 53-2 Class 2 1 S/N QTY. 1 1 1 1 1403 1580 773 335 S4A Bolt, Machine 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Curved, 3" x 3" X 3/8" Thick x 13/16" Hole Clevis, D.E. Insulator 1340 4 3 2 1 Insulator, Spool Clevis, Small, ANSI 53-2 Class QTY. S/N 1 1 1 1 156 1392 335 773 S4 5 Washer, Lock Spring, Double Coil, Galv., 5/8" 1 2217 (SPOOL & CLEVIS WITH EXISTING S1) (SPOOL & CLEVIS) 2 5 3 1 3 1 2 4 4 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S4,S4A S4 1 1 ELM 1/31/80 200 BASIC UNITS SLACK NEUTRAL CONDUCTOR DEADENDS 2 2/23/00 HWH MA 3 6/7/06 LB AH 4 5/31/12 KJP 5 2/24/16 KJP 6 Preformed Slack Span Deadend #2 ACSR 1 2241 5 Preformed Slack Span Deadend #2 ACSR1 2241 5 6 Note: Preformed deadend rated for 1,000 lbs. max tension. Note: Preformed deadend rated for 1,000 lbs. max tension. Rev. 5 - Updated material. ITEM NO. ITEM NO. DESCRIPTION DESCRIPTION S/N 4 1 3 2Clamp, Strain Distribution, #2 - 397.5 MCM Bolt, Eye, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Washer, Lock, Spring, Double Coil, Galv., 5/8" Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 1 302 1 108 2 11392 2217 QTY. S10 1 2 4 3 DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S10 S10 1 1 ELM 1/31/80 200 BASIC UNITS NEUTRAL DEADEND 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP Rev. 4 - Updated material. ITEM NO. DESCRIPTION DATE SECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S11 S11 1 1 ELM 1/31/80 200 BASIC UNITS NEUTRAL DOUBLE DEADEND 2 2/23/00 HWH MA 3 10/7/05 LB AH 4 2/24/16 KJP 2 1 Clamp, Strain, Distribution, #2 - 397.5 MCM Nut, Eye Oval 5/8" Galv. 302 913 1 1 S/N QTY. S11 2 1 S10 Rev. 4 - Updated material and drawing. DESCRIPTION ITEM NO. 1 3 2 Pin, Crossarm 1 1 12217 2656 961 QTY. S/N S12 4 Washer, Square Flat, 5/8", 2 1/4" x 2 1/4" 11412 3 2 5 1 4 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S12 S12 1 1 ELM 1/31/80 200 BASIC UNITS SINGLE WHITE NEUTRAL INSULATOR ON CROSSARM 3 2/23/00 HWH MA 4 6/7/06 LB AH 5 12/22/16 CM DK Ultimate Transverse Load = 1000 lbs Insulator, Pin, C Neck, White Polymer Washer, Lock, Spring Double Coil, Galv., 5/8" 1421 10 Wire, Tie, Bare, AL Annealed #4 SD 5 1. See Std TI4 - Section 400 - Conductor Tying Guide. 2. Ultimate Cantilever Load=1,000 lbs. Notes: Rev. 5 - Changed to white polymer insulator. ITEM NO. DESCRIPTION 4 1 3 2Washer, Square Flat, 5/8", 2 1/4" x 2 1/4" Pin, Crossarm 2 2217 2 2 2 1412 2656 961 QTY. S/N S13 3 4 2 5 1 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S13 S13 1 1 ELM 1/31/80 200 BASIC UNITS DOUBLE WHITE NEUTRAL INSULATORS ON CROSSARMS 3 2/23/00 HWH MA 4 6/7/06 LB AH 5 12/22/16 CM DK Ultimate Transverse Load = 2000 lbs Insulator, Pin, C Neck, White Polymer Washer, Lock, Spring, Double Coil, Galv., 5/8" 1. See Std TI5 Section 400 - Conductor Tying Guide. 2. Ultimate Cantilever Load=2,000 lbs. Notes: Wire, Tie, Bare, AL Annealed #4 SD 5 20 1421 Rev. 5 - Changed to white polymer insulator. ITEM NO. DESCRIPTION 1 3 2 Pin, Angle Crossarm 1 1 12217 2656 2658 QTY. S/N S14 4 Washer, Square Flat, 5/8", 2 1/4" x 2 1/4" 11412 See Std TI4 - Section 400 - Conductor Tying Guide. Note: 3 1 DATESECTION APP: R CONSTRUCTION STANDARDS DATE:ENGR REVISIONS OPS CAD FILE: PAGE: of S14 S14 1 1 LB/AH 6/7/06 200 BASIC UNITS SINGLE ANGLED WHITE NEUTRAL INSULATOR ON CROSSARM 1 12/22/16 CM DK Ultimate Transverse Load = 2000 lbs 2 5 Insulator, Pin, C Neck, White Polymer Washer, Lock, Spring Double Coil, Galv., 5/8" 6 4 Rev. 1 - Changed to white polymer insulator. 10 11421 2606 Wire, Tie, Bare, AL Annealed #4 SD Bolt, Machine, 5/8" x 7" Galv., 12,400 lbs Ultimate Tensile 5 6 ITEM NO. DESCRIPTION | 11/11/16 |
Section 310 - Overhead 1 PhaseN New Stabdard R Redrawb Stabdard C Chabged Stabdard ~ No Chabge 31b S INGLE P HASE D ISTRIBUTION U P TO 2/b ACSR 6/13/2017 C A1,-TREE 1Ø Tabgebt Pole - 0° to 5° C A2,-TREE 1Ø Abgle Pole - 6° to 30° C A4A,-TREE 1Ø 8' Crossarm - High Neutral - 0° to 5° C A5A,-TREE 1Ø 8' Double Crossarm - High Neutral - 6° to 30° C A41 1Ø Vertical Deadebd C A42 1Ø Vertical Deadebd w/ Extebsiob Libk C A47,-TREE 1Ø Vertical Double Deadebd C A48A 8' Pre-assembled Deadebd - High Neutral C A49A,-TREE 8' Pre-assembled Double Deadebd - High Neutral DATE SECTION APP: R CONSTRUCTION STANDARDS DATE: ENGR REVISIONS OPS CAD FILE: PAGE: of A1,A1TREE A1 1 2 ELM 1/31/80 310 ‘ 7 $ 1 * ( 1 7 3 2 / ( ƒ 7 2 ƒ 2/0 ACSR MAX WIRE 1 3/02 REDRAWN IN CAD 2 3/20/08 CM AH 3 6/13/17 CM DK Guy position when needed 7'-0" 6" 6" Avian Safe Rev. 3 - Eliminated porcelain pin insulator and added avian note. Maximum line angle calculated for 2,000 lbs. MWT and 250-ft ruling span. Note : 8" 3" Install split bolt 9 10 7 S1 8 11 Neutral PR1,PR1TREE DATE SECTION APP: R CONSTRUCTION STANDARDS DATE: ENGR REVISIONS OPS CAD FILE: PAGE: of A1,A1TREE A1 2 2 ELM 1/31/80 310 ‘ 7 $ 1 * ( 1 7 3 2 / ( ƒ 7 2 ƒ 2/0 ACSR MAX WIRE 1 3/02 REDRAWN IN CAD 2 3/20/08 CM AH 3 6/13/17 CM DK 6 5 3 4 2 1 QTY. S/N 10 9 7 8 DESCRIPTION S/N QTY. S/N 2 2 1392 2217 2 1 1 155 1968 962 S/N PR1 10 1421 3012 962 155 2217 1392 2 11 2 1 2 1 1968 S/N QTY. PR1TREE Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Washer, Lock, Spring, Double Coil, Galv., 5/8" Bolt, Machine, 5/8" x 12" Galv., 12,400 lbs Ultimate Tensile Insulator, Pin, C Neck, Polymer Pin, Pole Top Wire, Tie, AL Annealed #4 SD A1 A1TREE S1 S/N QTY. S1 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole Insulator, Spool Clevis, Small, ANSI 53-2 Class Bolt, Double Upset, 5/8" x 14", Galv., 12,400 lbs Ultimate Tensile Wire, Tie, AL Annealed #4 SD Washer, Lock, Spring, Double Coil, Galv., 5/8" 1 773 773 1 10 1 1 1421 1580 2217 10 1 1 1421 2217 1580 1 1392 1 1392 DESCRIPTION Rev. 3 - Eliminated porcelain pin insulator and added avian note. 11 3 5 2 1 6 4 Maximum line angle calculated for 2,000 lbs. MWT and 250-ft ruling span. Note : ITEM NO. ITEM NO. TOP VIEW DATE SECTION APP: R CONSTRUCTION STANDARDS DATE: ENGR REVISIONS OPS CAD FILE: PAGE: of A2,A2TREE A2 1 2 ELM 1/31/80 310 ‘ $ 1 * / ( 3 2 / ( ƒ 7 2 ƒ 2/0 ACSR MAX WIRE 1 3/02 REDRAWN IN CAD 2 3/20/08 CM AH 3 6/13/17 CM DK Guy position when needed 7'-0" 6" 6" Avian Safe Rev. 3 - Eliminated porcelain pin insulators and added avian note. Maximum line angle calculated for 2,000 lbs. MWT and 250-ft ruling span. Note : 8" 3" Install split bolt Neutral 5 4 3 2 1 QTY. S/N DESCRIPTION S/N QTY. S/N 2 2217 2 2 2 156 1968 962 S/N PR2 20 1421 3012 962 156 2217 2 22 2 2 2 1968 S/N QTY. PR2TREE Washer, Lock, Spring, Double Coil., Galv., 5/8" Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs. Ultimate Tensile Insulator, Pin, C Neck, Polymer Pin, Pole Top Wire, Tie, AL Annealed #4 SD A2 A2TREE S2 S/N QTY. S2 DESCRIPTION DATE SECTION APP: R CONSTRUCTION STANDARDS DATE: ENGR REVISIONS OPS CAD FILE: PAGE: of A2,A2TREE A2 2 2 ELM 1/31/80 310 ‘ $ 1 * / ( 3 2 / ( ƒ 7 2 ƒ 2/0 ACSR MAX WIRE 1 3/02 REDRAWN IN CAD 2 3/20/08 CM AH 3 6/13/17 CM DK 8 7 10 11 9 6 Washer, Curved, Square, Cast, 3" x 3" x 3/8" Thick x 13/16" Hole 8 Insulator, Spool Clevis, Small, ANSI 53-2 Class Washer, Lock, Spring, Double Coil., Galv., 5/8" Wire, Tie, AL Annealed #4 SD 11 9 10 Clevis, D.E. Insulator 1340 Bolt, Machine, 5/8" x 14", Galv., 12,400 lbs. Ultimate Tensile 7 6 1392 1 10 1 1 1421 2217 773 1 1 156 335 1 1392 10 1 1 1421 2217 773 1 1 156 335 5 1 2 4 3 S2 PR2,PR2TREE Rev. 3 - Eliminated porcelain pin insulators and added avian note. ITEM NO. ITEM NO. DATE SECTION APP: R CONSTRUCTION STANDARDS DATE: ENGR REVISIONS OPS CAD FILE: PAGE: of A4A,A4ATREE A4A 1 2 ELM 1/31/80 310 ‘ & |