These standards provide information regarding current Clark Public Utilities standards. They are designed for Clark Public Utilities approved journey line worker contractors and distributors.
Section Description | Last Revision Date |
---|---|
Section 100 - General | 02/11/25 |
Section 200 - Overhead Basic Units | 02/11/25 |
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 ‘ & |