34.5KV OVERHEAD THREE PHASE TRUNK LINE TYPICAL SINGLE CIRCUIT STRUCTURE DETAILS
NSH DRAWN BY: CJL DATE: 5/16/11
TYPICAL DOUBLE X-ARM W/ BRACE DETAIL
TYPICAL SINGLE X-ARM W/ BRACE DETAIL
TYPICAL SUSPENSION OFFSET BRACKET DETAIL
TYPICAL DEAD END INSULATOR DETAIL
TYPICAL SINGLE X-ARM DETAIL
2'
TYPICAL NEUTRAL ANGLED DEAD END DETAIL
TYPICAL NEUTRAL INLINE DEAD END DETAIL
TYPICAL NEUTRAL SUSPENSION OFFSET BRACKET DETAIL
TYPICAL NEUTRAL/FIBER SUSPENSION DETAIL
TYPICAL NEUTRAL DEAD END DETAIL
BACKFILL SEE NOTE
SEE NOTE
UNDISTURBED EARTH
SOLID ROCK
5' MIN
12 'M
IN
LOOSE SOIL
TYPICAL DOUBLE GUY ATTACHMENT DETAIL
TYPICAL SINGLE GUY ATTACHMENT DETAIL
TYPICAL LOG ANCHOR DETAIL
TYPICAL ROCK ANCHOR DETAIL
TYPICAL DUAL DOUBLE GUY ATTACHMENT DETAIL
NOTE: EYE OF ANCHOR ROD SHALL BE 6" TO 18" ABOVE GROUND. ROD SHALL BE ALIGNED TOWARD ATTACHMENT POINT ON STRUCTURE.
NOTE: EYE OF ANCHOR ROD SHALL BE 6" TO 18" ABOVE GROUND. ROD SHALL BE ALIGNED TOWARD ATTACHMENT POINT ON STRUCTURE.
NOTE: ANCHORING MAY BE ACHIEVED BY USE OF ROCK ANCHORS OR OTHER SUITABLE METHOD. CONTRACTOR SHALL DETERMINE EXISTING SUBSURFACE CONDITIONS AT EACH ANCHOR LOCATION, DETERMINE APPROPRIATE ANCHOR METHOD, AND SHALL SUBMIT ANCHOR DESIGN AND DETAILS TO ENGINEER FOR APPROVAL PRIOR TO START OF CONSTRUCTION.
NEUTRAL
36" MAX.
STAPLES SPACED 12" FOR FIRST 8 FEET
6" MINIMUM
PRJ.# - DWG.#:
3'-0" MINIMUM
KINGDOM COMMUNITY WIND TYPICAL POLE GROUNDING DETAIL