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r- <br /> ' O�Q'TSOLT9L0 <br /> DESIGN CRITERIA <br /> LOADING: LIGHT ?nx, <br /> CONDUCTOR DATA: <br /> TRANSMISSION <br /> 715.5 AA 'VIOLET" CONDUCTOR <br /> Wv = 0.672 LB/FT ® NO WIND, NO ICE <br /> Wh = 0.649 LB/FT © 8 PSF, NO ICE <br /> Hmax = 3200 LBS @ 0'F, 8 PSF, NO ICE <br /> GENERAL CONDITIONS: <br /> 1. POLE STRUCTURE REQUIREMENTS ARE IN ACCORDANCE WITH CIVIL DESIGN STANDARD DWG. 057742, ENGINEERING <br /> TRANSMISSION STANDARD S0018 AND CIVIL LIGHT DUTY STEEL POLE REQUIREMENTS DWG 066291. <br /> 2. THE POLE IS ADEQUATE FOR: <br /> 3. STEEL POLE SHALLGT AT HAVE SELF-WEATHERING5 LIGHT G WITH A SAFETY FINISH, PERFACTOR OF 1.0. <br /> PG&E. <br /> 4. POLE IS DESIGNED FOR (2) SETS OF MANUALLY OPERATED INERTIA SWITCHES, WITH MAXIMUM OPERATING VOLTAGE <br /> OF 70KV AT 1200 AMP CONTINUOUS CURRENT & 70,000AMP MOMENTARY CURRENT. A DEAD END VANG IS ALSO <br /> INCLUDED FOR A LINE TAP. <br /> 5. POLE IS INTENDED FOR DIRECT EMBEDMENT WITH A GROUND SLEEVE 3/16" THICK, 2 FT LONG, 1 FT ABOVE AND <br /> 1 FT BELOW GRADE. A BELOW COATING FROM THE TOP OF THE GROUND SLEEVE TO THE BUTT OF THE POLE OF <br /> A MINIMUM OF 12 MILS OF CORROCOTE II OR EQUIVALENT, <br /> 6, POLE SHALL BE SUPPORTED BY TWO (2) 7/16" EHS STEEL GUY WIRES TO RESTRAIN THE POLE OPPOSITE THE <br /> DIRECTION OF THE TAP. <br /> 7. FOR MULTI-PIECE POLES, FLANGE CONNECTIONS SHALL BE USED, PER PG&E. <br /> 8. DETAIL SYMBOL DEFINED: <br /> DETAIL NUMBER <br /> D DWG. 051742 <br /> N <br /> SHEET NUMBER <br /> DWG. 051742 <br /> II <br /> REFERENCES: <br /> CIVIL DESIGN STANDARD: TUBULAR STEEL POLE DWG. 051742 <br /> SPECIFICATION FOR TUBULAR STEEL POLES E.S. NO. 68 <br /> REQUIREMENTS FOR LIGHT DUTY STEEL POLES ET STANDARD NO. S0018 <br /> GROUNDING FOR STEEL TOWERS AND POLES DWG. 012566 i � <br /> SWITCH GROUNDS AND OPERATING PLATFORMS DWG. 065383 <br /> CIVIL LIGHT DUTY TUBULAR STEEL POLE REQUIREMENTS DWG. 066291 <br /> 55 EAST MONROE ST., CHICAGO ILLINOIS <br /> ANY MODIFICATION OR ADDITION TO THIS <br /> DRAWING BY ANY ORGANIZATION OTHER <br /> THAN SARGENT & LUNDYIS NOT THE <br /> RESPONSIBILITY OF SARGENT & LUNDY <br /> AREA: 5 DIVISION: STOCKTON PROJ. No. 12048-025 <br /> ACPD BY <br /> 02 08/09/10 ISSED FOR COMMENTS 30755609 RAS KJS WS/S30755609 <br /> 01 07/30/10 ISSUED FOR COMMENTS 30755609 RAS KJS WS S <br /> REV. DATE DESCRIPTION RDER NC DVN CHKD APVD ACPD <br />- I ORDER N0. 30755609 LIGHT DUTY STEEL POLE REQUIREMENTS B/M <br /> DPG. LIST <br /> SUPV. S.ROY &L CARBONA #1 SUPSDS <br /> DR.SMITH S&L SUPSD 60KV TRANSMISSION LINE SHEET B <br /> DWN. K.SMITH S&L <br /> 1 OF 5 SHEETS <br /> WN. <br /> CHKD. R.SCHMITTS&L DRAWING NUMBER REV. <br /> O.K. DEPARTMENT OF ENGINEERING p 517 0 0 2 <br /> DATE SCALE PACIFIC GAS & ELECTRIC COMPANY <br /> 07/30/101 NONE SAN FRANCISCO, CALIFORNIA <br /> MICROFILM <br /> 075170SI.DWG <br />