20170303IPC to Tidwell Attachment 18.7.pdf

Book 12 of 12
IDAHO
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WOOD RIVER -KETCHUM EMERGENCY ACTION PLAN
BOOK DISTRIBUTION AS FOLLOWS
Book #1 Twin Falls Dispatch
Book #2 Boise Bench Dispatch
Book #3 Southern Division Operations Manager
Book #4 Hailey Operations Supervisor
Book #5 Hailey Warehouse I
Book #6 Twin Falls Foreman's Room
)Book #7 Transmission and Distribution Engineering
Book #8 Mobile Line Construction Supervisor
Book #9 Blaine County Operations
Book #10
Book #11
Book #12
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THIS CONTINGENCY PLAN PROVIDES FOR THE RESTORATION OF
ELECTRICAL SERVICE TO THE KETCHUM AND SUN VALLEY AREAS FOLLOWING
A FAILURE OR DAMAGE TO THE 138KV TRANSMISSION LINE.THE LINE IS
LOCATED BETWEEN IDAHO POWER'S WOODRIVER SUBSTATION NORTH OF
HAILEY,IDAHO AND THE KETCHUM SUBSTATION ON SUN VALLEY ROAD IN
SUN VALLEY,IDAHO.THE PLAN INCLUDES DETAILS ABOUT EMERGENCY
NOTIFICATION,EMERGENCY MATERIALS AND REPAIRS,AND RESTORATION
OF ELECTRICAL SERVICE.
SEVERAL ASSUMPTIONS HAVE BEEN MADE IN THIS CONTINGENCY PLAN:
»OUTAGE IS LONGER THAN A MOMENTARY INTERRUPTION
%WINTER CONDITIONS THAT INCLUDE DEEP SNOW
*WINTER TEMPERATURES
%HEAVY INFLUX OF VISITORS IN THE AREA
THIS PLAN WILL BE USED BY IDAHO POWER COMPANY IN CONJUNCTION
WITH THE EXISTING BLAINE COUNTY EMERGENCY ACTION PLAN AND
IS NOT INTENDED IN ANY WAY TO AMEND OR REPLACE THEIR
PLAN.
This plan will be reviewed annually to incorporate
any necessary update and changes.
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INTERNAL COMMUNICATIONS
LINE FAILS
I SCADA
tCUSTOMERS
BOISE BENCH
DISPATCH
y
TWIN FALLS
DISPATCH
HAILEY ON
CALL
PERSON
HAILEY
CREW
FOREMAN
TWIN FALLS
SUBSTATION
y
SO.DIVISION
OPERATIONS
MANAGER
736-3220 (W)
733-6896 (H)
420-3220 (CI
HAILEY
OPERATIONS
SUPERVISOR
HAILEY
DISTRICT
MANAGER
788-8035 (W)
788-9233 (H)
SO.DIVISION
MANAGER
788-8005 (W)
788-2340 (H)
736-3200 (W)
733-1973 (H)
T T
BOISE NOTIFICATION
1.T&D ENGINEERING
2.PUBLIC RELATIONS
3.VICE PRESIDENT DISTRIBUTION
4.LEGAL DEPARTMENT
5.IDAHO PUBLIC UTILITIES COMMISSION
6.SAFETY DEPARTMENT
388-2749
388-2461
388-2281
388-2670
334-0302
388-2532
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Initial Contact
Primary call to 788-5555 (Blaine County Sheriff
Dispatch)
Blaine County Sherrif Dispatch will call IPCo Dispatch
at Southern Division Operations Center -
800-632-0800 for verification.
734-8815 or
Call Blaine County Sheriff Dispatch -whenever we have
new or updated information.
Information Needed
Situation
Length of outage
Location of problem
Need for area restrictions
Support needed from Sheriff Department
Idaho Power contact at scene
Who do we have on life support
Major Customers
Sun Valley Co.Denzel Rowland,Mtn.Manager -
726-2135
720-0158
Wally Huffman,General Manager -
622-2041
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Woodriver-Ketchum 138Kv Line
Emergency Action Plan
Transmission Switching
Interruption to Service
TR—WDRI-KCHM 102A Power Circuit Breaker (Note:Due to line
OP —EKHN 101Z Power Circuit Switcher;Decouple,Lock and Tag
OP —KCHM 102Y Airbreak Switch;Inspect,Lock and Tag
OP —WDRI-KCHM 102C Airbreak Switch;Inspect,Lock and Tag
Inspect Open and Tag WDRI-KCHM 102D Bypass Airbreak
Inspect Open and Tag WDRI-KCHM 104D Bypass Airbreak
problem)
Give Clearance on The WDRI-KCHM 138KV Line
Restoration
NOTE:Open All Feeder Breakers at EKHN and at KCHM Substations
Release Clearance on WDRI-KCHM 138 Kv Line
Remove Tags
CL—WDRI-KCHM 102C Airbreak Switch
CL—KCHM 102Y Airbreak Switch
CL--WDRI-KCHM 102A Power Circuit Breaker
Recouple and Close EKHN 101Z Power Circuit Breaker
Woodriver-Ketchum 138Kv Line
Emergency Action Plan
Feeder Critical Information
FEEDER S.CUST W.CUST CLASS REMARKS
EKHN Oil
EKHN 012
331 329 4 Non-Critical &Res.
Fire Department8448402
KCHM Oil 675 675 1 Sewage Plant;Radio;
Fire &Police
Water Supply
City Water Supply
U.S.West Microwave
Hospital
Non-Critical &Res.
Non-Critical &'Res.
KCHM 012
KCHM 013
KCHM 014
KCHM 015
KCHM 016
KCHM 017
703 695 2
834 832 2
675 667 4
468 468 1
1394 1393 4
443 443 4
Feeder T r ip Amps
EKHN Substation
Feeder Min.Tr.Grd.Tr.
011 600 Amps
600 Amps
240 Amps
240 Amps012
KCHM Substation
Min.Tr.Feeder Grd.Tr.
011 600 Amps
600 Amps
600 Amps
800 Amps
600 Amps
600 Amps
720 Amps
240 Amps
300 Amps
240 Amps
240 Amps
240 Amps
240 Amps
240 Amps
012
013
014
015
016
017
1Woodriver-Ketchum 138Kv Line
Emergency Action Plan
Distribution Switching
EKHN Substation
EKHN Oil Feeder
Priority #4 (Non-Critical &Res.)
OP —EKHN 011A Breaker
(Note:This should have been done before energizing T131 Trans.)
329 Customers
CL —EKHN 011A Breaker
EKHN 012 Feeder
Priority #2 (Fire Department)
OP--EKHN 012A Breaker
(Note:This should have been done before energizing T131 Trans.)
840 Customers
CL—EKHN 012A Breaker
IWoodriver-Ketchum 138 Kv Line
Emergency Action Plan
Distribution Switching
KCHM Station
KCHM Oil Feeder
Priority #1 (Sewage Plant;Radio;Fire &Police)
OP—KCHM 01 1A Breaker
(Note:This should have been done before energizing T132 trans.)
668 Customers
0P--KCHM Oil T-27 Airbreak Switch
CL —KCHM 011A Breaker
(After load on feeder drops off proceed to pick up parts of feeder)
0P--KCHM Oil T-67 Airbreak Switch
CL—KCHM Oil T-27 Airbreak Switch
267 Customers
(Let load drop off)
CL—KCHM Oil T-27 Airbreak Switch
KCHM 012 Feeder
Priority #2 (Water Supply)
OP —KCHM 012A Breaker
(Note:This should have been done before energizing T131 trans.)
703 Customers
OP—KCHM 012 R-200 Recloser
OP—KCHM 012 R-300 Recloser
CL—KCHM 012A Breaker
210 Customers
437 Customers
(After load on feeder drops off proceed to pick up parts of feeder)
CL—KCHM 012 R-300 Recloser
(Let load drop off)
CL—KCHM 012 R-200 Recloser
2
KCHM 013 Feeder
Priority #2 (City Water Supply)
OP —KCHM 013 A Breaker
(Note:This should have been done before energizing T132 trans.)
835 Customers
OP--KCHM 013 T-95 Airbreak Switch
CL--KCHM 013A Breaker
638 Customers
(After load on feeder drops off proceed to pick up parts of feeder)
OP--KCHM 013 R-128 Recloser 363 Customers
(Optional:OP—KCHM 013 F-120 Fuse Disconnect)93 Customers
CL—KCHM 013 T-95 Airbreak Switch
(Let load drop off)
(Optional:CL—KCHM 013 F-120 Fuse Disconnect Switch)
CL--KCHM 013 R-128 Recloser
KCHM 014 Feeder
Priority #4 (U.S.West Microwave)
OP--KCHM 014A Breaker
(Note:This should have been done before energizing T131 trans.)
667 Customers
OP—KCHM014 T-41 Airbreak Switch 418 Customers
(After load on feeder drops off p[roceed to pick up parts of feeder)
(Optional:OP—KCHM 014 X-122 Disconnect 303 Customers)
CL—KCHM 014A Breaker
(Let load drop off)
(Optional:CL —KCHM 014 X-122 Disconnect)
OP--KCHM 014 R-123 Recloser 115 Customers
CL—KCHM 014 T-41 Airbreak Switch
(Let load drop off)
CL—KCHM 014 R-123 Recloser
3
KCHM 015 Feeder
Priority #1 (Hospital)
OP—KCHM 015A
(Note:This should have been done before energizing T132 trans.)
Breaker 468 Customers
OP--KCHM 015 UT-307 Airbreak (Meter Jet.)158 Customers
(After load on feeder drops off proceed to pick up rest of feeder)
CL--KCHM 015 UT-307 Airbreak (Meter Jet.)
KCHM 016 Feeder
Priority #4 (Non-Critical &Res.)
OP--KCHM 01 6A Breaker
(Note:This should have been done before energizing T132 trans.)
1393 Customers
OP—KCHM 016 X-88 Disconnect Switch
CL —KCHM 01 6A Breaker
761 Customers
(After load on feeder drops off proceed to pick up parts of feeder)
OP—KCHM 016 R-142 Recloser
CL—KCHM 016 X-88 Disconnect Switch
542 Customers
(Let load drop off)
CL—KCHM 016 X-88 Disconnect Switch
KCHM 017 Feeder
Priority #4 (Non-Critical &Rec.)
OP—KCHM 017A Breaker
(Note:This should have been done before energizing T131 trans)
443 Customers
(Optional:OP —KCHM 017 X-42 Disconnect Switch
CL—KCHM 017A Breaker
111 Customers)
(Let load drop off before closing if opened)
(Optional:CL—KCHM 017 X-42 Disconnect Switch)
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CREW ASSIGNMENTS:
Initial response will be by the Hailey
linecrew and troublemen.They will be
responsible for the location of the
trouble,assessment of damage and
determining the equipment and materials
required for repairs.
Secondary response will be from the Twin
Falls lincrews in support of the Hailey
crew.Additional equipment and materials
can be supplied along with the Twin Falls
crews .
A third level of response will be from the
Construction Department in Boise.These
crews will be available to supply larger
crews and heavier equipment if determined
necessary.
Also in addition to the crew availability,
Engineering assistance will be available
from
Corporate
Additional
available
warehouse .
Twin Falls and Idaho
Headquarters
materials will also be
from Idaho Power's Boise
Power 's
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TOOLS REQUIRED FOR EMERGENCY ACTION PLAN
TOOL DESCRIPTION STOCK NO.CAT NO REO.OTY.COST
$110.00GRIP-STEEL GUY STRD 681-1563 1684-5 2
GRIP-3 97 681-1508 1656-50 296 .004
GRIP-4/0 681-1507 1656-40 4 292 .00
HOIST,CHAIN 3 TON 681-1675 C309-0440 2 726 .00
8 FT.ADJUSTABLE PLATFORM 8403 797 .001
BLOCK HALF SIDE 6 INCHES 681-1711 A-6R 2 390 .00
ROPE 3/4 INCH 681-6016 300 FT 279 .00
$2,890.00TOTAL
(1)IN STOCKNOTE:BELL HOLDER WILL BE NEEDED
AVAILABLE EQUIPMENT FOR EMERGENCY REPAIRS
788-4772
720-0645
MCSTAY CONSTRUCTION
Track Hoe
Large and SmallDozers
788-4772
720-0645
KATCO INC.
Track Hoe
Dozer -Small
726-9137MULLIGANCRANE
25 Ton Crane
Denzal Roland
(Mtn.Manager)
726-2135
720-0158
SUN VALLEY COMPANY
Snow Cat
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I
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Replacement Structure
Remarks
Ruling
Span
Line
Angle
Str.
No.Station Size Class Type Anchors
Substation
Tower RS=1200
Tmax =
Wood River Sub
Lt.
488 3340 +02.8 43°35'3368#55'D N/A24
87.2'
Lt.
489 3340 +90.0 RS=600'
Tmax =
1°47'3-60'AHS AHXS27
595'
3368#
490 3346 +85 2 -65'AXS AXS22
713'
491 3353 +98 2-95'AKXS AKXS12
;
IQjW
492 3364 +03 2-90'AKXS AKXS1
297'
Lt.1-70'
493 3367 +00 17*27'2-75'ES EXS2
550'
494 3372 +50 2-60'AS AXS2
540'Page 1 of 17
Jl
WOOD POLE STRUc.URE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.Replacement Structure
RemarksNo.Station Size Class Type Anchors
495 3377 +90 2-60'AS2 AXS
610'
496 3384 +00 2-65'AS2 AXS
570'
497 3389 +70 2-60'AS2 AXS
545'
Page 2 of 17
WOOD POLE STRIKE(JRE LIST
WO:33-433-010 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR "Ibis"Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
12'06'49 2-60 1 AHXS (Installed 1994)
End 4/0,Start 397.5
6-23"
3-19"498 3395 +55 RS=41 4'RT 1-55'1 AHXS
410'TMAX=
4000lbsSTL TVS-HL
499 3400 +50 75'LD-3 STL TVS-HL
457'
STL 13'01'13 TAS-HL
500 3405 +07 Lt.75'LD-3 STL 1-23"TAS-HL
466'
STL TVS-HL
501 3409 +73 75'LD-3 STL TVS-HL
462'
STL TVS-HL
502 3414 +35 80'LD-3 STL TVS-HL
452.02
STL 4'51'41 TAS-HL
503 3418 +87.02 Lt.70'LD-3 STL TAS-HL1-23"
391.98'
TAS-HL
STL TVS-HL
504 3422 +79 75'LD-3 STL TAS-HL
391'
Page 3 of 17
WOOD POLE STh-^fURE LIST
WO:33-433-010 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR "Ibis"Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.Replacement Structure
Remarks
No.Station Size Class Type Anchors
STL TVS-HL
505 3426 +70 70'LD-3 STL TVS-HL
STL 374.96*5*12*27"TAS-HL
506 3430 +44.96 Lt.65*LD-3 STL 1-23"TAS-HL
STL 336*TVS-HL
507 3433 +91 75*LD-1 STL TVS-HL
STL 344'TVS-HL
508 3437 +25 75*LD-1 STL TVS-HL
STL 13*01'54"341 CS
509 3440 +66.24 Lt.70'STL CSLD-1 2-23"
STL 70*17'38"D2S-HP367.6*
3444 +34.80 RS=340'
Tmax =
Lt.510 75*LD-1 STL D2S-HP6-23"
STL 4000 lbs216'TVS-HL
51 OB 3446 +50 60*LD-1 STL TVS-HL
200.5*Page 4 of 17
¦V
WOOD POLE STRUCTURE LIST
WO:33-433-010 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR "Ibis"Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
RS=340'
STL Tmax =35°00'47"CS
511 3448 +50.54 4000 LBS Rt.75'LD-1 STL 3-23"CS
158.3"
STL 29°55"00"CS
512 3450 +08.87 Rt.75"LD-1 STL 3-23"CS
253.1"
STL TVS-HL
512B 3452 +62 70'LD-1 STL TVS-HL
STL 275'TVS-HL
513 3455 +37 70'LD-1 STL TVS-HL
STL 259'12°05'38"CS
Lt.514 3457 +95.99 75'LD-1 STL 2-23"CS
309'
STL TVS-HL
515 TVS-HL3461+04.99 70'LD-1 STL
300.2'
AHXS
Start 4/0 ACSR
516 BK
=509 AH
8°50'51"6-23"
3-19"
2-70'13464+04.94 BK
3460 +90 AH Rt.AHXS1-65'1
RS=1200
Tmax=1-55'
509 3463 +80 AXSAS3368#1-60'2
251.4'Page 5 of 17
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 By:TLPDate7-23-62
Str.Ruling
Span
Span
Length
Line
Angle
Str.Replacement Structure
RemarksNoStationSizeClassTypeAnchors
Rt.1-60'
510 11°58'GXS-283466+31.4 1-60'A-GKXS2 5
1168.6'
GXS-28511RS=600'
Tmax=
3478 +00 2-70"GXS2 4
755"
3368#
AXSAS2-60'512 3485 +55 2
545'
AXS3491+00 2-60'AS5132
505'
Lt.2-65'
EXS20°18'ES1-60'15143496+05 2
655'
AXSAS2-60"515 3502 +60 2
540'
AXSAS5162-65'3508 +00 2
500'
Page 6 of 17
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
517 3513 +00 2-65'2 AS AXS
630'
AXS
518 3519 +30 2-60'AS2 4
639.2"
Rt.
519 3525 +69.2 55"50'3-60'2 AHS AHXS7
510.8'
520 3530 +80 2-60'AS AXS24
550'
521 3536 +30 2-75'AKXS AKXS2
830'
522 3544 +60 RS=1200 3-60'HS2 HXS-SP10
980'Tmax =
3368#
523 3554 +40 3-60'HS2 HXS-SP10
931.2'
Page 7 of 17
u
WOOD POLE STRUCT URE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Replacement Structure
Remarks
Str.
No.Station Angle Size Class Typo Anchors
3563 +71.2 BK
3557 +06 AH524 3-55'HS HXS-SP210
424'
525 AXS-HD3561+30 2-60'AXS-HD3
1170'
526 RS=600'
Tmax=
HXS-SP3573+00 3-65'HS 102
550'
3368#
AXS5273578+50 2-65"AS2
650'
GXS-285283585+00 GXS2-65'42
617'
Rt.2-60'
43°41 AHXS5293591+17 AHS1-65'2 7
433'
AXSAS5303595+50 2-60'2 4
EQ.3598 +90.7 BK
3598 +55 AH
620.7'
Page 8 of 17
WOOD POLE STRUC i ORE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Ruling
Span
Span
Length
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
531 3601 +35 2-55'2 AS AXS
535'
532 3606 +70 2-55'AS AXS3
650'
533 3613 +20 2-60'AS AXS24
495.2"
Lt.
534 3618 +15.2 RS=1200'20"15'3-60'AHS HXS -SP27
1084.8'tmax 3368#
535 RS=600"3629 +00 2-60'GXS GXS -2824
600'Imax 3368#
536 3635 +00 2-65'AS AXS2
624.1'
Rt.2-55'
537 3641 +24.1 11'55'AHXSAHS1-60'2 7
620.9'
Page 9 of 17
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 -397.5 "IBIS"Date 7-23-62 By:TLP
Str.Span
Length
Line
Angle
Ruling
Span
Str.Replacement Structure
RemarksNo.Station Size Class Type Anchors
1-70'
538 3647 +45 1-75'AS AXS2
455'
1-65'
539 RS=600'3652 +00 1-75'AS AXS24
880.8'tmax 3368#
Lt.2-60'HXS-SP
End 4/0 ACSR,Start 397.519°47"540 3660 +80.8 RS=700'1-65'AHS2 7
719.2'tmax 3368#
541 3668 +00 AKXS -HD2-70'AKXS-HD 42
655'
542 3674 +55 2-75'AKXS-HD AKXS-HD2
720'
543 3681 +75 AKXS2-55'AKXS1
750'
544 3689 +25 2-55'AKXSAKXS43
244.4'
Page 10 of 17
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 By:TLPDate7-23-62
Str.Span
Length
Ruling
Span
Line
Angle
Replacement Structure
Remarks
Str.
No.Station Size Class Type Anchors
End 397.5,Start 4/0 ACSR
AHXS
Lt.3691 +69.4 BK
3710 +88.4 AH 52"53'545 3-70'AHS2 7RS=600"
561.6 TMAX 3368#
AXS546AS3716+50 2-60'2 4
550'
547 AXS3722+00 2-60'AS2
550'
AXS5482-60'AS3727+50 2
650'
1-65'
AXS549AS3734+00 1-70'2
642.9
Rt.
GKXS-285502°05'A-GKXS3740+42.9 2-60'2 4
632.1
1-65'
AXSAS5513746+75 1-75'2
570'
Page 11 of 17
V
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
1-60'
552 3752 +45 1-65'GXS GXS -2824RS=1200"
1270"TMAX 3368#
553 3765 +15 2-60'GKXS GKXS -2824RS=600"
375'TMAX 3368#
554 3768 +90 2-65'AS AXS2
510'
555 3774 +00 2-65'AXSAS2
500'
556 3779 +00 3-60'HS HXS-SP102
1560.9
Lt.
557 3794 +60.9 14°21"3-65'HXS-SPAHS27
344.1
558 3798 +05 HXS-SP3-70'HS2 10
972'
Page 12 of 17
A
WOOD POLE STRUC rJRE LIST
WO:3-33 JOB:Wood River •Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.Replacement Structure
RemarksNo.Station Size Class Type Anchors
559 3807 +77 3-65'HS HXS-SP210RS=600"
523"TMAX 3368#
560 3813 +00 2-70'AS-HD AXS-HD2
500'
561 3818 +00 2-70'AS AXS2
500'
562 3823 +00 2-65'AS AXS2
500'
3828 +00 BK
3829 +00 AH563 2-55'AS AXS3
475'
564 3833 +75 2-60'AS AXS3
480'
565 3838 +55 2-60'AS AXS3
484.2
Page 13 of 17
w Jl
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138/46 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.Replacement Structure
RemarksNo.Station Size Class Type Anchors
Lt.1-60'
566 3843 +39.2 26*11'2-65'2 ES EXS1
600.8'
567 3850 +00 2-70'AXS2AS
660'
568 3856 +60 2-70'AS AXS2
700'
569 3863 +60 2-55'AXSAS2
400'
570 3867 +60 2-65'AXSAS2
615*
571 3873 +75 AXS2-65'AS2
670
572 3880 +45 2-70'AS AXS2
655'
Page 14 of 17
I
WOOD POLE STRUG ,URE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :397.5 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
573 3887 +00 3-65'HS HXS -SP210RS=1200"
1400 TMAX 3368#
STR.Inside Elkhorn Sub
switch @ 25'above ground.573B 3876+15 2-80'AXS-HD1
400'
1-55'
1-65"574 3901 +00 HXS -SPHS210RS=600"
400"TMAX 3368#
1-55'
1-60'575 3905 +00 AXSAS3
400'
1-70'
576 3909 +00 AXS -HD1-75'AXS-HD3
410"
577 3913 +10 AXSAS2-60'43
358.1
Lt.
3916 +68.1 34"28'AHXS5783-60'AHS2 7
891.9
Page 15 of 17
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :#4/0 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
579 3925 +60 2-60'GKXS GKXS-2824
775'
1-65'
580 3933 +35 1-70'AKXS AKXS24
542.2
Rt.
581 3938 +77.2 44°59'3-65'AHS2 AHXS7RS=1200"
622.8 TMAX 3368#
582 3945 +00 2-70'AKXS AKXS24
1000'
583 3955 +00 3-60'HS HXS -SP210
1000'
584 3965 +00 2-65'GXS GXS -2824
1000'
585 3975 +00 2-60'AKXSAKXS2
485.9
Page 16 of 17
WOOD POLE STRUCTURE LIST
WO:3-33 JOB:Wood River -Ketchum 138 kV
Conductor :#4/0 ACSR 6/1 Date 7-23-62 By:TLP
Str.Span
Length
Ruling
Span
Line Str.Replacement Structure
RemarksNo.Station Angle Size Class Type Anchors
Rt.
586 3979 +85.9 25*28'3-60'AHS AHXS27
706.6'
Lt.1-55'
587 3986 +92.5 24°30'2-60'AHS AHXS27
1693.4
Lt.
588 4003+85.9 21*45'3-60'AHS AHXS27
180'
4005 +65.9
Sub Tower KETCHUM SUB
Page 17 of 17
Qj>kL F>L£-~*^3
LINE #^33TRANSMISSIONLINEDATA
YEAR BUILT 1962VOLTAGE138Kv.NAME King-Wood River-Ketchum
TYPE OF CONSTRUCTION Multi-pole wood STRUCTURE DRAWING NO.D-17055 10 sheets
23
PATROL MAP NUMBER 10,10-1,10-2,9-3
CONDUCTOR INFORMATION
SIZE k/O 6/1NAMEPenguin
Ihis
STRANDINGKINDACSR 26/7397*5 MCMTwosections
(See note on hack.)
CONDUCTOR FITTINGS AND INSULATORS
SPLICING SLEEVESDEADENDS
.„/06MakeReliable(4/0/Type
Alcoa .
Cat.No.Body
Steel Sleeve
Parallel Groove Clamp-Alcoa h82.2
Make Reliable (h/o)7606-LDS
Tubular Comp.
Cat.No.Body 8120.8kb
Clevis End
Jumper Term.5120.8I4-L
Tubular Comp.Alcoa
8020.8UU
14-010.3029110.302
DIE NUMBER DIE NUMBER
Steel 10 SHSteel10SHBody20AHBody20AH
SUSPENSION SHOESARMORROD
Make PLP
Cat.No.Rod 60 AAR
397-5 Clamp 1314 Alcoa
397-5 Rod 1260 Alcoa tapered
SPACERS
Make Locke
Cat.No.Conductor
Jumper
Type Preformed Type
LLS-100-S
Same
INSULATOR YOKES
Type/Size Type/Size 13"Make Locke
Cat.No.L8700
Make
Cat .No .
XSHIELDWIRE INSULATORS
Number/Size/Type 2-5/l6"HS Type 9"B 8c S
15000 #
Make Lapp
Cat.No.&Rating
Splices
10 on DE'sTypePreformedCat.No.
,14-2-013-5/16"Number Units/String 10 on angles
8 on suspension
10 on suspension
on aluminum arms .Deadends PINS
Type PreformedCat.No .
30-GDE-5/16"
Type Size
Suspension Shoes
Cat #A-1303
1
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OWNERSHIPLIST WOOD RIVER -KETCHVM 138 kVLINE
Liselotte Bodner
Box 268
Hailey,ID 83333
Str.490
Harry S.Rinker
Box 7250
Newport Beach,CS 92658-7250
Str.491
Idaho Department ofLands
Mr.Don McNarie
1215 W.State St
Boise,ID 83720-7000
Str.492,493,494,495,496,497,556,553-555
Bureau ofLand Management
Shoshone District Office
Box2B
Shoshone,ID 83352
Str.510,521,522,523,524,533,579,580
Valley Ranch,Inc.
Box 1920
Sun Valley,ID 83353
Str.511,512
Seaboard Corp.
Box 3510
Ketchum,ID 83340
Str.513,514
Heatherlands Subdivsion
Section 17,T3N.,R18E.B.M.
Lot 55
William C.&Laurie A.Miller
Box 1030
Sun Valley,ID 83353
Str.516
Lot 54
William P.Rogers
Box 727
La Jolla,CA.92038
Lot 53
Arthur L.Kleppen
3501 C St.NE
Auburn,WA.98002
Lot 52
Willis E.&Jefti M.Twiner
5028 105th Ave.
Gig Harbor,WA.98335 Str.517
Lot 48
Michael L.Thompson &Sydney Lyn Praeger
Box 2513
Ketchum,ID.83340
Lot47
William K.Sample
Box 1091
Hailey,ID.83333
Lot 13
Karen T.Smith
Box 3390
Hailey,ID.83333
Str.518
Lot 12
Kyle T.&Sharon M.Kunz
Box 1226
Sun Valley,ID.83353
Lot 11
Robert &Rebecca Dittmer
Box 1316
Sun Valley,Id.83353
Lot 3
Arnold Marz
Box 2360
Sun Valley,ID.83353
Str.519 '
Lot 10
Gary P.&Terry J.Hand
Box 4412
Ketchum,ID.83340
Lot 9
Vein O.&Pauline Thomas
Box 371
Ketchum,ID.83340
Lot 8
Reamy F.Goodwin
Box 761
Ketchum,DO.83340
Str.520
Frederick Blechman
Box 184
Sun Valley,ID 83353
Str.520
Willowood Subdivision
Section 8,T3N.,R18E.B.M.
Lot 88
Jacqueline Fanis
Box 6366
Ketchum,ID.83340
Lot 89
Steven E.&Hilarie E.Job
Box 857
Sun Valley,ID.83353
Str.525
Lot 90
Jacques F.&Michel LaLanne
Box 1597
Sun Valley,ID.83353
Lot 91
Robert M.&Claudette Meyer
Box 1965
Hailey,ID.83333
Lot 69 &67
John T.&Sandra J.Brown
Box 61
Sun Valley,ID.83353
Lot 67A
Daniel W.&Margaret M Lauck
2939 Low Oak
San Antonio,TX.78332
East Fork Subdivision #1
Section 8,T3N.,R18E.B.M.
Lot 9B Blk 2
Norman E.Liman
1416 Oriental Ave.
Bellingham,WA.98226
Str.526
Lot 9A Blk 2
John J.&Jeannie L.Hopkins
Box 882
Ketchum,ID.83340
Str.527
East Fork Subdivision #2
Section 9,T3N.,R18E.B.M.
Lots 1,2,3
Jane T.Conner
4009 South Drive
Fort Worth,TX.76109
Str.528
George Hellyer
Box 2088
Ketchum,ID 83340
Str.529,530,531,532,534.535.536.537.538.539
Rupert &Bonnie House
308 East Fork Rd.
Hailey,ID 83333
Str.540 -552
Robert Rosethal
1550 Wilson Rd
Arlington,VA 22209
Str.557,558,559,560,561
Christophe R.Dupont
Box 727
Ketchum,ID 83340
Str.562,563,564
Willow Creek Subdivision
Section 21,T4N.,R18E.B.M.
Lot 51
Stanley A.&Francine Solomon
16 Morro Bay
Corona Del Mar,CA.92625
Str.565
Lots 48,45
Davis Family Trust
George L.&Mary Lund Davis Trustees
4713 24th St.NW
Gig Harbor,WA.98335
Str.566
Lot 44
John R.Pryor
901 Elm St.
Elko,NV.89801
Str.567
Lot 37
John A.&Jane B.Munro
1769 Julie Lane
Twin Falls,ID.83301
Lot 34
Jack Caywood
Box 1408
Ketchum,ID.83340
Lot 33
John E.&Mona J.Preece
Box 6089
Sun Valley,ID.83354-6089
Str.568
Lot 32
Duane L.&Evelyn H.St.Clair
276 Ridgeline Dr.
Boise,ID.83702
Twin Creeks 11
Section 21,T4N.,R18E.B.M.
Lot 128
David &Brenda Norton
Box 838
Ketchum,ID.83340
Lot 129
Pawan K.Mehra
Box 6134
Sun Valley,ID.83354
Str.569
Lot 130
Robert L.Barton
RL2 Box 5760
Twin Falls,ID.83301
Lot 131
William P.&Diane M.Margolf
Box 6079
Ketchum,ID.83340
Str.570
Lot 132
Rocco Devito
94 Bear Mountain Rd.
Ringwood,NJ.07456
Lot 133
Pierce &Constance Milliman
3250 44th Ave.West
Seattle,WA.98111
Str.571
Elkhorn Village
Section 21,T4N.,R18E.B.M.
Lot 25
David &Sharon Murray
721 Emerald Bay
Laguna Beach,CA.92651
Lot 24
Edgar A.&Holly M.Blair
Box 1825
Sun Valley,ID.83353
Lot 23
Robert G.&Janet M.Stadshaug
11621 Holmes Point Dr.
Kirkland,WA.98034
Lot 22
Robert G.Stevens
801 Pennsylvania NW #Ph09
Washington,DC 20004
Lot 21
Camron M.Milliard
Box 51
Sun Valley,ID.83353
Lot 18A
John L.&JoAnn Cheroski
1629 Via Margarita
Palos Verdes,CA.90274
Str.572
Lot 16A
R&S Nevada
Box 689
Elko,NV.89801
Lot 7
Paul Molchan
Box 507
Bolivar,MO.65613
Lot 67
Edward L.Burton 111
2091 E.1300 S.Suite 101
Salt Lake City,UT.84108
Sub Lists
Sun Valley
Elkhorn Association,Inc.
Box 1708
Sun Valley,ID 83353
Str.574,575,576,577,578,581,582,583,584,585,586
Sun Valley Company
Box 10
Sun Valley,ID 83353
Str.586
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IDAHO POWER CO.
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WOOD RIVER SUB-KETCHUM
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BOISE,IDAHO ;.IDAHO .POWER CO.J-s ..';,.....^7 -_SCAl-E |"eOQO'
2 PRHEV/.-l APPROvicT
_/ iii
DATE JULY 1962-i •
ft~PfP4Tpw 23 ¦>-17379"r;...,.
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16-5MT.6 of 6 'I.'1 CllRFVft-:"
n
>
SCENERIO:Crossarm fails near pole.Attach a 138kV polymer post insulator
(stock no.390-1430)at the pole to carry the fallen phase.This procedure
can be used for both outside phases or all three phases.
NOTE:The safe vertical working load for the insulator is 1500 lbs.For a typical
800"span with 4/0 ACSR the insulator will deflect 1.75 inches and with
397.5 ACSR the deflection will be approximately 4.5 inches.At the safe
working load of 1500 lbs the insulator will deflect 10.25 inches.
BB
457-1450)
—-iC
1 —JC s
i(411-1875)TT
Detail B)
(457-1020)
Detail D
Detail c)
LINE 433
WOOD RIVER -KETCHUM
"QUICK FIX"
REPAIR SCHEMES
BROKEN TANGENT ARM
IDAHO POWER CO.
BOISE,IDAHO
SCALE:NONE DATE:08 DEC 1994
DR.TLP SHEET
APP.
SCEIMERIO:Poles break above x-brace or high up the pole if the structure doesn't
have an x-brace.Attach a 138kV polymer post insulators (stock no.390-1430)
at the pole to carry the fallen phases.
Temporarily deadend the shield wire at each adjacent structure.
NOTE:The safe vertical working load for the insulator is 1500 lbs.For a typical
800'span with 4/0 ACSR the insulator will deflect 1.75 inches and with
397.5 ACSR the deflection will be approximately 4.5 inches.At the safe
working load of 1500 lbs the insulator will deflect 10.25 inches.
Wi
4J SMNMT
Detail b)
457-1020)
Detail D)
Detail C)
LU
LINE 433
WOOD RIVER -KETCHUM
"QUICK FIX"
REPAIR SCHEMES
BROKEN STRUCTURE TOP
IDAHO POWER CO.
BOISE,IDAHO
DATE:08 DEC 1 994SCALE:NONE
DR.TLP SHEET
APP.
SCENERIO:Poles break below x-brace or at least 6 feet of the pole above ground
is still structural sound.Band new poles to remaining stubs as shown by
the drawing below.
6.
4^7 -37 io
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4-£~7-
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LINE 433
WOOD RIVER -KETCHUM
"QUICK FIX"
REPAIR SCHEMES
BANDED STUBS
IDAHO POWER CO.
BOISE.IDAHO
SCALE:NONE DATE:08 DEC 1994
DR.TLP SHEET
APP.
n
)
WOOD RIVER -KETCHUM POLE INVENTORY
SIZE CLASS NUMBER
55*1 3
2 15
3 5
60'H1*1
1 2
792
65'H3*1
1 1
2 54
3 2
70"H3*2
H1*4
1 2
2 28
3 1
75'H3*4
H1*6
2 9
3 1
80'H3*1
90'2 2
95'2 2
*WOOD POLE EQUIVALENT TO AN INSTALLED STEEL POLE (VALLEY CLUB GOLF COURSE)
STRUCTURE TYPE INVENTORY
TYPE NUMBER
2-POLE TANGENT
3-POLE DEADEND
2-POLE DEADEND
3-POLE RUN.ANG.
55
24
9
3
1-POLE TANGENT
1-POLE GUYD ANG.
1-POLE DEADEND
10
8
1
LONGEST TANGENT RUNS
BETWEEN DEADENDS....
NO.OF SPANS
8,11 &13
STORES GW3Jtr*t0R CDMRW^TION PAGE
ESTIMATOR:T L PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT
CUSTOMER NAME:IPCO
WR#:T-T9407004.C WO#:33 433 MEMEST.DATE:01/05/95
T
'
BIN LOCSTOCKNO.!UNITPARTDESCRIPTION
56CNDACSR#4/0-6/1 310-0354 LB 291 "•r
_5_6....CND ACSR 397.5 26/7 310-0400 ;LB 546F
N
56WIREGALV5/16 REEL 666365-0255 LBC
55WIREGALVGUY3/8EHS L8365-0350 200L
0
CN PG 3 BLT 3/0-336 56371-0428 EA 6C
i
56EA6CNPG3BLT795-795 371-0445W
0
CN WLD 5/8 ROD-#6 CU 55371-1260 EA 4..-,i ^
CLP SUSP AL .70-1.17 56A371-1425 EA 61P
R CLP SUSP AL 1.0-1.47 371-1450 EA 6 56
DE BLtD AL 0.2-0.57 372-0480 EA 6 56
I
B I DE BLTD AL 0.6-0.9 372-0482 EA 6 56
T.
VI !
I IRODARMORAL4/0 ;373-0300 EA 6 56 l
I
IIRODARMORAL39726/7 373-0375 EA 566
SI SPL CMPR AL 5/16 STR 374-1831 EA 6 56 LITI
101 SPL AUT 4/0 ACSR 374-2155 EA 9 56
TRI
SPL AUT 397.5 ACSRIEI 374-2173 EA 9 56
LI
I R I INS HRZ 138 PL MR WD
INS SUSP 10 POR 52-3
390-1430 EA 566
'I El
IQI 390-2500 EA 72 56
l#l
1 I INS SUSP 138KV WD10K 390-2540 EA 6 56
T IIIi:WO#:33 43^MEMi
.
CMI4500 -002
STORES £QMWCTft)TION PAGE
ESTIMATOR:T L PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:IPCO
WR#:T-T9407Q04 .C WO#:33 433 MEMEST.DATE:01/06/95
ACCOUNT/
REO.OTY DEL.QTY SUB-ACCT
I
BIN LOCPARTDESCRIPTIONSTOCKNO.UNIT
5612395-1075 EACLV-Y BALL 52-3
CLV Y EYE TV^TD 1/2 554EA395-1224F
N
564EA395-1225CLVEYEYHRZPOSTC_7"
i
SHKL AN 5/8X2 .75 30K 5612395-1505 EAL :
0
5510EACLVTHMBBNK395-1560C
i
5614EA395-1560CLVTHMB.BNK
EYE OVAL ..BALI 52-3
SCKT EYE HL 1 W 52-3
i
SCK_T EYE HL 15/8 52-3
POLE WOOD 65 FT CL 2
W
0
5612395-1600 EA
i
i566EA395-1626A
P
56EA6395-1627R
55410-0265 i EA 2
55410-0275 EA 2BPOLEWOOD75FTCL2
-IY
55XARMDBL28FT3X7IN411-1875 EA 2
TBR LAM ALL GRADES 55412-4000 i BF 134
IRODGRDCW5/8X8 FTS 451-0425 EA 554
rT!
BLT GALV DA 7/8X220 452-1722 EA 5 55 ¦A--
R
BLT SHDR EYE 3/4X14 452-2714 EA 3 55
BLT GALV MCH 1/2X6 452-5406 1 55REA
E
BLT GALV MCH 3/4X3_Q 452-5603 EA 554 Ji
#
BLT GALV MCH 3/4X14 452-5614 EA 4 55
I
WO#:33 433 MEM
CMI 4500 -002
stores Ewrerwfifl exMwsrmoN PAGE
ESTIMATOR:T L PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:IPCO
WR#:T-T9407004 .C WO#:33 433 MEMEST.DATE:01/05/95
ACCOUNT/
REO.QTY DEL.OTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
55BLTGALVMCH3/4X16 EA 20452-5616
i554BLTGALVMCH7/8X16 452-5716 EAF i
N
55BLTGALVMCH7/8X18 452-5718 EA 11C J
56BLTGALVMCH7/8X18 12452-5718 EAL
0
55BLTGALVMCH7/8X20 EA452-5720C !
WSHR CRVD 4X4X13/16 55EA4454-1060W
0
WSHR CRVD 4X4X15/16 55EA19454-1075 i
WSHR CRVD 4X4X15/16 56EAA454-1075 12
P
WSHR SPR 9/16 HOLE 55R454-1200 EA 1
I
WSHR SPR 13/16 HOLE 55454-1250 EA 7 J..
WSHR SPR 15/16 HOLEIB 454-1275 EA 5527
IV
WSHR SPR 15/16 HOLE 454-1275 EA 5612
I
I WSHR SQ 2X2X9/16
:i ¦
WSHR SQ 3X3X13 /16
WSHR SQ 4X4X15/16
454-1325 EA 552
L
is 454-1425 EA 3 55
IT
10 454-1525 EA 5511
IR
I:BRC X 3BY4 &13-6PS 457-1020 PR 2 55
IR BRC X 3BY5 &16-6PS 457-1220 PR 2 55 LIE
IQ BRC HD STL 138 H-FRM 457-1450 EA 2 55
I#I
CLP X-BRC 3BY4 SECN 457-1492 EA 2 55
WO#:33 433 MEM
CM I 4500 -002
STORES GWJJPWEffi fiBMMKWTION PAGE
CUSTOMER NAME:IPCO
WR#:T-T9407004.C
ESTIMATOR:T L PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTREST.DATE:01/05/95 WO#:33 433 MEM
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT
:
PART DESCRIPTION STOCK NO.UNIT BIN LOC
—
CLP X-BRC 3BY5 SECN 457-1494 EA 2 55 A
F GRIP GUY AUT 5/16 RL 457-2265 EA 4 56 L
N
GRIP GUY AUT 3/8C 457-2270 i EA_
GRIP GUY AUT 3/8 LNG 457-2271 EA
4 55
..
L 4 55
0
C GRIP GUY FMD 3/8 EHS 457-2320 EA 8 55
GURD GUY YLW 8W 457-2414 EA 8 55
0
EYE POLE PLT HD 457-2460 EA 20 55
A !P
R
;
1 -
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0 i
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WO#:33 433 MEM
CMI4500 -002
STORES !£QMf?&IBtJTION PAGE
ESTIMATOR:T L PHILLIPS
LOC .:0201 BOISE OPERATIONS CTR
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT
CUSTOMER NAME:IPCO
WR#:T-T9407004 .C EST.DATE:01/05/95 WO#:33 433 MEMWH
PART DESCRIPTION BIN LOCSTOCKNO.UNIT
T
J ***************************BIN STOCK **************
J*
JF CND CU SLD SD BR 6 330-0310 55LB17
IN iCNDCUSLDSDBR6ICLB656330-0310
l_
CND CW SLD #6 DSAIL 360-0135 55LB22
10
I.C CN PG 1 BLT 6-2/0 EA 55371-0418 8
l_|iw CN PG 1 BLT 6-2/0 371-0418 EA 14 56
10
SLV CU TAP OFST 6-6 374-2115 EA 35 55
_l_
SLV CU TAP OFST 6-6IA 374-2115 EA 6 56 L
IP
IR CLIP BONDING 3/4 IN 457-1972 EA 14 55
clip Bonding 7/8 inI 457-1973 EA 15 55
l_
IB CLIP BONDING 7/8 IN 457-1973 EA 6 56 :
IY I
NUT MF 3/4 IN 457-2850 EA 27 55
I
I IINUTMF7/8 IN 457-2855 EA 27 55
l_
IS NUT MF 7/8 IN 457-2855 EA 12 56
IT
10 NUT GALV PLAIN 1/2 457-3018 EA 2 55
l'R
IE NUT GALV PLAIN 3/4 457-3025 EA 41 55 I
55IR22NUTGALVPLAIN7/8 457-3030 EA
IE
56IQNUTGALVPLAIN7/8 6EA457-3030
r#
55I457-5020 LB 4NAILCW10D
WO#:33 433 MEM
CMI 4500 -002
STORES RMMMMTION PAGE
ESTIMATOR:T L PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:IPCO
WR#:T-T9407004 .C WO#:33 433 MEMEST.DATE:01/05/95
ACCOUNT/
REO.QTY DEL.OTYl SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
*******************gjN stock **********************
55142CLIPGRDWIRE#6 CU 457-5065 EAF
N
STAPLE F_ENCE 1 1/2 554457-5070 LBC
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RETURN LISTED ITEMS TO STORES
PAGE********;**
****************
ESTIMATOR:T L PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:IPCO
WR#:T-T9407004.C WO#:33 433 MEMEST.DATE:01/05/95¦L
SAL V ACCOUNT/
(39)SUB-ACCT
QTY QTYSTOCKNO.UNITEST.PART DESCRIPTION
REMOVE ABNREM
**SEE MISC CHG LIST*
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HJUfdHQ.SQiWS^£QMfcWfY PAGE
CUSTOMER NAME:IPCO
WR#:T-T9407004 .C EST.DATE:01/05/95 WO#:33 433 MEM
EST.AVG .COSTSTOCKNO.DESCRIPTION ESTIMATED QUANTITYUNITOFISSUE LEAD TIME
CND ACSR 397.5 26/7310-0400 LB 546 4.0
WIRE GALV 5/16 REEL365-0255 LB 4.0666
371-0428 CN PG 3 BLT 3/0-336
37 1-1260 CN_W_L_D__5 /8_RP_D_-_#6 _C U
371-1425 CLP SUSP AL .70-1.17
6 4.0EA
4EA 4.0
EA 6 12.0 L
CLP SlisP AL 1.0-1.47371-1450 EA 6 10.0
1—j-
DE BLTD AL 0.2-0.57372-0480 EA 6 15.0 1 J
372-0482 DE BLTD AL 0.6-0.9 EA 6 10.0 j
ROD ARMOR AL'4/0373-0300 EA 6 6.0
390-1430 INS HRZ 138 PLMR WD EA 6 8.0
INS SUSP 138KV WD10K390-2540 EA 6 8.0
395-1075 CLV-Y BALL 52-3 EA 12 15.0
CLV Y EYE TVJTD 1/2395-1224 EA 4 8.0
CLV EYE Y HRZ POST395-1225 EA 4 10.0
SHKL AN 5/8X2.75 30K395-1505 EA 12 4.0
CLV THMB BNK395-1560 EA 24 4.0
395-1626 SCKT EYE HL 1 W 52-3 EA 6 12.0
395-1627 SCKT EYE HL 5/8 52-3 EA 6 12.0
5.02411-1875 XARM DBL 28FT 3X7IN EA -4-
WO#:33 433 MEM
CM1 4500 -002
PAGE
CUSTOMER NAME:IPCO
WR#:T-T9407004.C WO#:33 433 MEMEST.DATE:01/05/95
EST.AVG .COST;INSCRIPTION ESTIMATED QUANTITY LEAD TIMEUNITOFISSUESTOCKNO.
4.05BLTGALVDA.7/8X22 EA452-1722
20.0452-5406 BLT GALV MCH 1/2X6
452-5716 BLT GALV MC4 7/8X16
1EA
I4.04EA
BLT GALV MCH 7/8X18 4.023EA452-5718 j—
BLT GALV MCH 7/8X20 4.0EA452-5720
I4.0WSHRSPR15/16 HOLE
.—-——p.—- [-
WSHR _SjJ__2X 2 X9/16
WSHR SQ 3X3X13/16
39EA454-1275 --1r
4.02EA454-1325
4.03EA454-1425 4—i-
I24.0457-1020 BRC X 3BY4 &13-6PS PR
2 4.0457-1220 BRC X 3BY5 &16-6PS PR
GRIP GUY AUT 5/16 RL 4 8.0457-2265 I
GRIP GUY AUT 3/8 4.0457-2270 EA 4
GRIP GUY AUT 3/8 LNG457-2271 4.0EA4
EYE POLE PLT HD457-2460 EA 20 4.0
WO#:33 433 MEM
CMI 4500 -002
M I SGD GONfWUt R S PAGE 1
CUSTOMER NAME:IPCO
WR#:T-T9407004 .C WO#:33 433 MEMEST.DATE:01/05/95
POINTESTIMATED(UANTITYUNITOFISSUEDESCRIPTIONSTOCKNO.
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03-08-22
Transmission &Distribution Advisory Information Manual
3
Our Note:These clearances are for the wire at MAXIMUM SAG (see Rule 232A,page 03-08-01).
CONTACT THE T&D DEPARTMENT TO DETERMINE THE MAXIMUM SAG CHARACTERISTICS
/OR THE PARTICULAR LINE IN QUESTION.Idaho Power design clearances are given In paren
theses,followed by the underlined NESC minimum value.Other party requirements are given in
bold type.See the previous page for the assumptions made for the clearance calculations.
to
m
B i
o
£
o
£
3
if)
7^1
Our Table 232-1 Including Additional Clearances for Transmission Voltages
Vertical Clearance of Wires Above Ground,Roadway,Rails,or Water (feet)(T)@
£
o
£
5 cvi
Si
O ¦-
Open supply conductors of the indicated line-to-line nominal voltage
Nature of Surface
Underneath (4)s °69 kV46kV 138 kV 230 kV 345 kV161kV 500 kV ?3
£tz ®"5WherewirescrossoroverhangCaution:Additional clearances may bo necessary to limit electrostatic effects
(or 230kV and above.Contact the T&D department for more information.in ®
cvi *-
a)<o£cvi
1.Track rails of railroads
a.UPRR mainline
b.Other UPRR tracks
b.Other tracks (
(3)(38.2)38.0 (38.6)38.0 (40.5)39.2 (41.0)39.6 (42.6)41.0 (45.4)43.4 (49.6)47.0
@ (35.7)30.0 (36.1)30.0 (38.0)31.2 (38.5)31.6 (40.1)33.0 (42.9)35.4 (47.1)40.0
D®f35.7)26.7 (36.1)2ZJ.138.0)29.0 (38.5)29,5 (40.1)3U (42.9)33J>(47.1)38J.
°B
o 2O£—o
C -O_®
®"o
s<
K b
vid.
2.Roads,streets,areas,
subject to truck traffic
3.Driveways,parking lots
and alleys
(22.2)HLZ (22.6)JjU (24.5)21.0 (25.0)21.5 (26.6)23.1 (29.4)25J5 (33.6)30.1
f22.2)18.7 f22.6)19.1 (24.5)21.0 (25.01 21.5 (26.6)23.1 (29.4)25.9 (33.6)30.1
LU
Z4.Other land traversed by f22.2)18.7 (22.6)19.1 (24.5)2LQ (25.0)21.5 (26.6)23.1 (29.4)25.9 (33.6)30.1
Caution:The design values listed in this table do not include allowances tor flexible insula
tors or structures,or for UNLEVEL GROUND.A ground profile survey may be necessary.
(22.2)14.7 (22.61 15.1 (24.5)TLfl (25.0)17.5 (26.61 19.1 (29.4)2L2 (33.61 26.1
3 ®S £vehicles,such as cultivated,
grazing,forest,orchard,etc (6)
5.Spaces and ways subject
o pedestrian or restricted
-raffle only:no horseback
riders,trucks,units over 8'(f)
COO"I*-O)
"O
o *-
£®
X O
Caution:Near airports and heliports,and (or any facility over 150'above
ground orwater,perform an airspace evaluation.See page 03-40-01 .
6.Water areas not suitable (22.
(22.61 17.6 f24.5)19.5 (25.0)20.0 (26.6)21.6 129.4)24.4 (33.6)28.6
for sailboattng or where sail-
boating Is prohibited ®
7.2
II
nKO7.Waters areas suitable for Our Note:The underlined NESC values below are based on unobstructed surface
area of the water,not boat size.The four categories are:(a)Less than 20 acres;
(b)20 to 200 acres;(c)Over 200 to 2000 acres;and (d)Over 2000 acres.
sailboating with the following
categories of boats
See p.03-06-13 for description.
a.Day boats
b.Cabin boats to 8.5'beam
c.Cabin boats to 8500ft
d.Cabin boats to 1 1000#
¦g cmIs
a ^(41.7)gOT (42.1)2U (44.0)23£f44.5)23.5 (46.1)25T (48.9)2T9 (53.1)32.1
(51.2)28.7 (51.6)29T (53.5)31.0 (54.0)31.5 (55.6)33.1 (58.4)35.9 (62.6)40.1
(57.2)34.7 (57.6)35.1 (59.5)3T0 (60.0)37.5 (61.61 39.1 (64.4)41.9 (68.6)46.1
(65.2)40.7 (65.6)41T (67.5)43.0 (68.0)43.5 (69.6)45.1 (72.4)47.9 (76.6)52.1
For NESC clearance add 5'to the
underlined values above (ail rows).
q
—j
a cvi
3 5
e o£6.Sailboat launching &rij Add 6'to Row 7a.,7'to Row 7b,
8'to Row 7c,and 9'to Row 7d.
Ing
areas (land or water)®
Where wires run along and within road rights-of-way,but do not overhang the roadway (see definition)S.
s9.Roads,streets,or alleys (22.2)!&Z (22.6)JfLl (24.5)2LQ (25.0)2L5 (26.6)22J.(29.4)25£(33.6)30.1 ?
EhlO.Roads In rural districts
(see Def.)with vehicle cross
traffic under the line unlikely
(22.21 16.7 (22.61 17.1 (24.5)12J2 (25.0)I&5 (26.6)21A (29.4)22£(33.6)28.1 £
2*?Our Note:The circled numbers refer to the footnotes on page 03-08-03 through -06.
&(°v..„
M8&LU
Additional Clearances
Wires &Equipment Above Ground &Water
I
:I'
—.
£
r
:i tu
o"z -2/jto //
i i32120
:t i34-r/030Ll r
29 90I i
r28lJ
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f"it !
g SO26 /¦i i!:"iUi?J.i --!¦25 C.c iit..i i¦]!224LU
h-3223
;:of22 y«*oia'X21
t-,20
Ui 19
ofO -I0uoo1300240OaJ150019001700
Conductor Tension POUNDS
Q
Li.
',°f181o61=i 3 i17~O i „MEDIUM .Loading District.
....Maximum Tension 3,366*Does NotEyceed..
40%)off Ultimate Strength.._c^-_.Cable..(8,420*)
¦<16 of<f)\&C!15
h W
r.
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?fooIO13M-VU.
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2 12
l.'O !iL!iiIO11..j.,L.
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kn,!i ;9
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IDAHO POWER.COMPANY
BOISE ...
CALC.J.J.U.
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C o n d ucto rT S pan Lengt h>"Feet
GOO lOOO!
40
:
iii»i I—-
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MEPrUM.-LOADIN.Gi DISTRICT%120
MAXIMUM TENSION WILL NOT
EXCEED 40%-OF ULTIMATE "
STREJM GTH_(8420*=LOO */«.)•"
;
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34--100
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X.ENSIOMJN .POUNDS-C/322A',1 ui-
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i ="l~j.
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Comducto n Tensrow"P Pounds
2300 o&i
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MEDlUMPoAQiNaDisTrzicT
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Conductor Span Length F eet
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a
01-500-01
Transmission Design &Construction Manual
Application.The AXS is a 69 kV or 138 kV hor
izontal configuration,H-frame,tangent structure
with an X-brace and a shield wire support It is used
where long conductor spans are possible helping to
minimize the number ofstructures needed.For heavy
loading conditions,vee braces can be installed for
additional support
Use the subassemblies shown as details in this
section for maintenance of existing 69 kV struc
tures with ll'-6"pole spacing.See page 457
1000 of the Material Standards for the required
69 kV X-brace replacement
13'-6"
A A6"Detail A )1 ?I '—B
I \i
—B
(457-1450)
5-1 0"
—iD
/s/|
W s —1 D—Cc¦KOf
O
15 (411-1875)^—
6'-0"T T
^^-(371-lxxx)
*0
C
Ji—-(Detail B)r ^
(457-1020)s
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z
c
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E
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CV1 5
§<§o v?
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§1^a§2 3 -(Detail C
c
ir
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a
UL
For hardware details and ECMS codes,see pages:
02-002-01 Grounding Information
08-100-01 Insulator String Assembly
08-300-01 Conductor Clamps
10-050-01 Vibration Dampers^1
cXs*c
si ESS1DAHO
POWER
£
U,69 &138 kV AXS Structure
01-500-02
Transmission Design &Construction Manual
1
IDetails.(See page 00-010-01 for an explanation of special drawing conventions used in the illustra
tions within this document.)
(454-1025)
(454-1225X.
(457-1971)-.
(457-2845/^
(457-3020)
IV
^MS452-55xxJ
454-1025)
Detail A )
—(Detail A-a)
X457-5065)
Detail A
Anti-Split Bolt Assembly (TASB)
Q
I
L
a324"
Qmax.
E(454-1275)o'457-5020)
(457-197$
(457-3030)
(457-2855)'
cn
(350-0135)—**=
2
o
E
2y1
-n
(454-1075)c
o
O)
;•*.1*
>
O
374-2115)E
<D
a:(See page 02-002-02
for grounding details)c
O
»
sDetailB
Upper X-Brace Mount (TXB13)
tc
"s
¦5 -«•Is
U o
I
18"min.
i a(457-5070)^t (371-1260)"§3 <D
«/»cn«/»CO
r S
2 o18"a:
10%of
pole height
+2'-0"
min.(457-3030)-
3 ¥lA
\451 -0425)""-N454-1075)(457-2855/^
(454-1 275):
=\UJ
U
19DetailD
Pole Grounding
Detail C
Lower X-Brace Mount (TXB13)
o.
°i-I
g
UJ
69 &138 kV AXS Structure
01-500-03
Transmission Oesrgn &Construction Manual
r
Sections
(452-56XX )^457-2850)
(457-1972 -(457-1450)
(454-1060 454-1250
(395-1224)371-1730)
(330-0310)o^(457-1450)
0^
f y
Section B-B
Shield Wire Attachment
Section A-A
Head Brace Mount
(THDBR136)«
C
.2
m
=i
-o
c
CO
(S
'E
o
(454-1275)3 (411-1875)03
2
JEL
(o)tfxzzz.
a(457-3030)c
2
(452-17xx).2
2
IE
ZZt§s
CM 3
O)o
11 i">^v(454-1525)(457-2855 5V
1 (457-1973)/
^7^/
(330-0310)
dj
§1
374-2115)O 2 oE
H Section D-D
Crossarm Spacer Fitting
(Supplied with Crossarm)
Section C-C
Crossarm Mount
"J-J (TA28)
SI
5
C.(.O
•a
ci IDAHO&69 &138 kV AXS Structure
01-500-04
Transmission Design &Construction Manual
Bill of Materials Bolt Schedule
Qty Per Pole Class
H2 HI 12 3StockNoQtyDescriptionStockNo.Purpose
CND CU SLD SD BR 6
CND GW SLD 6
CN WLD 5/8 ROD-*6 CU
CLP SUSP FE 0.3 -0.7
SLV CU TAP OFST 6-6
CLV Y-EYE TWTD 1/2
XARM ASSY LAM 7X3X28
ROD GRD CW 5/8 X 8 FT
BLT GALV DA 7/8X22
BLT GALV MCH 5/&X(long)
BLT GALV MCH lKX(\ong)
BLT GALV MCH 7l&X(long)
WSHR CRVD 3X3 XI 1/16
WSHR CRVD 4X4 X13/16
WSHR CRVD 4X4 X15/16
WSHR SPR 11/16 HOLE
WSHR SPR 13/16 HOLE
WSHR SPR 15/16 HOLE
WSHR SQ 4X4X15/16
BRC X 3BY4 &13-6PS
BRC HD STL H-FRAME
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
NUT MF 5/8 IN
NUTMF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 5/8
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
NAIL CW 10D
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
31b Crossarm
Crossarm
452-1722
452-1724
330-0310
360-0135
371-1260
2 2
121b 2
1 452-1726
452-5512
Crossarm
Anti-split
2 2
371-1730
374-2115
395-1224
2 2 2 2
6
Anti-split
Head brace
452-5514
452-5612
452-5614
2 22
2 2 2411-1875
451-0425
452-1722
lpr Head brace 2 22
2 Cross brace
Cross brace
Cross brace
Cross brace
452-5716
452-5718
2 2 4
2 2452-55xx
452-56xx
452-57xx
452-5720
452-5722
2 2 2
2
3454-1025
454-1060
4 ¦a
a]
2 ¦CO
CO454-1075
454-1225
454-1250
4
o2m
.£2
o
N454-1275
454-1525
457-1020
8 CO
4 o IXI1¦a
457-1450
457-1971
457-1972
1 u
<u2
o2O
=457-1973
457-2845
457-2850
4 °
2 «
s2E
457-2855
457-3020
457-3025
8 3ADDITIONALMATERIALSS rr
I ®2 STOCK NO QUAN.DESCRIPTION
2 371-1425 (SUSP.CLAMP.0.7 -1.173 V,
371-1450 SUSP.CLAMP.1.0-1.473457-3030 4
457-5020 2 lb
457-5065 80
457-5070 1 lb
373-0300 ARMOR ROD.4/0 ACSR 6/13
3373-0375 ARMOR ROD.397.5 26/73 to3(OARMORROD,5/16 EHS373-1045 2 =Si0o390-2500 INSULATOR.10'B &S24
395-1075 CLV -Y BALL 52-33
Q1
5 k
V
3%
3
(Q.
o
oS
EIDAHOLLI
69 &138 kV AXS Structure
n
*
-
).
.
s J
¦
¦>V
*
.
13'-6T AA-pY'Cdetaila)
?rr
!er B
P 3 B
457-1450
5'-1CT
-lC itiT
F
x x
¦¦¦¦!
411-1875
6'—0"
-{DETAIL b)S 171-136!
13 \£c
ti 1 1 *DETAIL/1I/Qf
LaJ
mz
£
Simmmm
w T
/-{DETAIL d)
/'>\i t 1I/\
N.
457-1020 -{detail c)
i
\I II/\
LINE 433
WOOD RIVER-KETCHUM 138K
AXS-HD
i
IDAHO POWER COMPANY
BOISE.IDAHO
)
DATE:11-06-94SCALE:NONE
DS.TIP 23A-50313SHT.22DR.JLT
01-500-02
TfwnRMwxi OMign A Conctiueoon Maul
Details.(See page 00-010-01 for an explanation ofspecial drawing conventions used in the illustra
tions within this document.)
(454-1025)
(4S4-122SK \
7 feS?^i(4S7-3020)
3-_rfh-(Detail A)Detail A
Antl-Spllt Bolt Assembly (TASB)
457-5065)24"
¦-J,max.
(454-1275)j457-5020)
n(360-0135'(457-1973)
(457-3030)^
t
SHI ¦1
452-57xx)J
1
=:
Js^ST*--®©
1111
1
((37S-1475>-,I i
!£
Kl374-2115)®ss®(457-5060 i
(See page 02-002-02
n\
i for grounding details.)
m
Detail B
Upper X-Brace Mount (TXB13)
5
c
T-
18"min.aIsissi
¦H
JT,(457-5070'(371-1260)1W!>*JKp
fa!18-I ,
?^min.NIra
iliSc^^^^^-*-(454-1075)
10%of
pole height
+Z-0"
(457-3030)^
(457-2655)^
(454-1275)
?->
c
.£«riv;
er:*
f.£^"•(451-0425)M
Ifc £1 ta
¦5DetailC
Pole Grounding
Detail C
Lower X-Brace Mount (TXB13)£
I
J
E39 IDAHO
S^PMB &
69 &138 kV AXS Structure
¦?4T-1
01-500-03
TmnauonD—<gn A CanauOBn Uwiiat
Sections
452-56x4(<57-2850)
(<57-1972
{457-14S0)
454-125o)C45*-1060)
vwy (457-1450 )
(39S-1224'371-1730")
o
rSSSSS2 ,mw
Section A-A
Head Brace Mount
(THDBR136)
Section B-B
Shield Wire Attachment
C
5
ra
«
a
"O
0(r S
e
O
(454-1275)(411-1875)©
2:
jELa
(457-3030)°
-SB/7y4H(<52-17xx)>
¦ai-iSte
-S^ksIF3^454-"^
¦777*
sm-/.
<X
1 [¦»23DCM"S O
S«o =
•>V-r
(457-2855 zza
yyy
.1 (457-1973)
/ir«
(330-0310)
II 374-21 15)°I o
C
Section D-D
Crossarm Spacer Fitting
(SupplM with Cnuarm)
Section C-C
Crossarm Mount
(TA28)
a
?
CO I
c:?
£
i y
i
69 &138 kV AXS Structure
4^:1
01-500-04
c
Bolt ScheduleiBillofMaterials
QtyPer PoieQm
H2 HI 12 3StockNoQtyDescriptionStockNo.Purpose
Crossaim
Crossann
Crossann
Anri-spiit
Anti-split
Head brace
Head brace
CNDCUSLDSDBR6
CNDCWSLD6
CN WLD 5/8 R0D-S6 CU
CLP SUSP FEOJ-0.7
SLV CU TAP OFST 6-6
CLV Y-EYE TWTD 1/2
XARM ASSY LAM 7X3X28
ROD GRDCW 5/8X8 FT
BLTGALV DA 7/8X22
BLT GALV MCH 5lSX(hng)
BLT GALV MCH 3/4X(long)
BLT GALV MCH 7ISX(long)
WSHRCRVD 3X3 XI 1/16
WSHR CRVD 4X4 XI3/16
WSHRCRVD 4X4X15/16
WSHR SPR 11/16 HOLE
WSHR SPR 13/16 HOLE
WSHR SPR 15/16 HOLE
WSHR SQ 4X4X15/16
BRC X 3BY4 8c 13-6PS
BRC HD STL H-FRAME
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
NUT MF 5/8 IN
NUT MF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 5/8
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
NAILCW10D
QJP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
452-1622
452-1624
452-1626
452-5512
452-5514
452-5612
452-5614
452-5716
452-5718
452-5720
452-5722
2 23lb330-0310
360-0135
371-1260
371-1730
374-2115
395-1224
411-1875
451-0425
452-1722
452-55xx
452-56xx
452-57xx
454-1025
454-1060
454-1075
454-1225
454-1250
454-1275
454-1525
4S7-1020
457-1450
457-1971
457-1972
457-1973
457-2845
457-2850
457-2855
457-3020
457-3025
457-3030
457-5020
457-5065
457-5070
12 lb 2
1 2 2
2 2 2 2
6 2 22 222
lpr 2 2
2
Crossbrace 2 2 42
Cross brace 2 2
Cross brace 2 2 2
Cross brace 2
4
2
4
2
2
8
4 r1
o1
52
22
c4_o
n2>
2 c
Tj
8 3 cu
i 5—00
a o
2 ADDITIONAL MATERIALS
2 STOCK NO QUAN.DESCRIPTION m
3371-1425 SUSP.CLAMP,0.7-1.174371-1450 3 SUSP.CLAMP,1.0-1.47 "83 U3—m2lbARMORROD,4/0 ACSR 6/1373-0300 3 2 m80373-0375 3 ARMOR ROD,397.5 26/7 2 O
lib 373-1045 2 ARMOR ROD,5/16 EHS E
TIMBER 4 X 8 X 28-0"412-3000 1
c
-S>
&
5 01Ic
£*>
&
69 &138 kV AXS Structure
l^-tcXWA
(
f2
457-1800.
195-1600
u
C390^250g
rr
•iC
u
d u
u
395-1551
457-4155
w
357-0200"&'
<g95-150j
DETAIL "E"
HOLD DOWN ASSEMBLY
WOOD I
HOL
STOCK NO QUAN DESCRIPTION
INS 10*B&S 10/20 KLB390-2500 24
395-1551 3 SOCKET CLEVIS
395-1600 3 BALL EYE
457-0200 3 HOLD DOWN ASSEMBLY
457-1800 3 SHACKLE HOLD DOWN SCALE:
457-4155 3 HOLD DOWN SPRING BOLT DS.TLPSHACKLEANCHOR5/BT395-1505 3
DR.JLT
06-010-03
TnwTuuon Ongn &Connrucson MbumJ
Porcelain Suspension and Deadend Insulator
Assemblies
A
rrSi
Section
Length
I*
Section Length
s 3 j
Jjtz<n
c
£
a Deadend AssemblySuspensionAssembly
=
¦oc Deadend AssemblySuspensionAssembly<0
f Line Voltage #of Insulators Section Length 1LineVoltage#ofInsulators Section Length 1
Wood Construction
46/69 kV
138 kV 10
230 kV 15
345 kV 18
Metal Construction
46/69 kV
138 kV 12
230 kV 17
345 kV 20
500 kV 27
Wood Construction
46/69 kV
.138 kV
230 kV 13
345 kV 16
Metal Construction
46/69 kV
138 kV 10
230 kV 15
345 kV 18
500 kV 25
5
<D
56.7"z 31.8"75
73.9"49.1"e 8s>102.7"
119.9"
77.8">
95.1"E
«-s
II 682"43.3"97
85.4"60.6"
1142"
131.4"
171.7'
893"
1 106.6"
146.8"S J
51
c 1 Section length includes minimum hardware.The length
may be longer ifdifferent hardware is used.
1 Section length includes minimum hardware.The length
may be longer ifdifferent hardware is used.If
UJ
¦SCO-
cr s
->£
a
Q
•a
m§9&Suspension and Deadend Insulators
n
V
)
*
-
V.
"
01-510-01
Transmission Design &Construction Manual
Application exceed the 5,900 lb design limit of the guy
assembly.Pole bands and A inch guys will be
needed if the 5,900 lb tension limit is exceeded.
If the line angle is shallow,guy strain insulators
may be required on more guys than just the
inner shieldwire guys as shown below.
The AHXS structure is a 69 kV or 138 kV hori
zontal configuration deadend structure.It is
used for turning line angles greater than 30°.
Conductor tension must be limited such that the
deadend load,with a 1:1 guy slope,does not
\
(Detail K)<^
^iw Detail A )Details")
SL1 Z5.5'3
y
C
("Detail 0^§Q Detail
c A \°it t ¦C->7^cr \(Detail J"8 (Detail E )4.5'in
CJ1 Detail H )JO
1
"S
o £
"Detail L )SI
tz
Detail F )
"~^x('DgtailG)
16'-S" 1
Pole spacing is typically 16'-6"for 69 and 138 kV lines;25'for 230 kV construction or when additional pole spac
ing is required.See IPCo drawing 23D-13380 for construction dimensions of the 230 kV structure.
16'-6"
£I
£
5a.USE THIS STRUCTURE ONLY FOR LINE ANGLES GREATER THAN 30 DEGREES.o
--d
69 &138 kV AHXS Structure
01-510-02
Transmission Design &Construeson Manual
(Details.(See page 00-010-0 1 for an explanation ofspecial drawing conventions used in the illustra
tions within this document.)
(452-57xx)
(452-57xx)
(454-1075'(454-1075)
(454.122S)(454-102S'
(452-55xx)
Ann-split bolt
^/457-3020)
^-(457-2645)
457-1971)
1 ¦'*
f S I >>«<"»13
(454-1525>
(457-1973'
(454-1525)~~~~~(454-1275)
457-3030)
"(454-1275)
457-3030)(457-1973)--
(457-2SS5 (457-2855)
T
6"*•"*¦¦—"
¦::Ms --¦*fc-(412-3000)-y i¦f :
-!*¦
330-0310)
(330-0310)(374-2115 e
o
42
«
Center Pole Outside Poles
•S
I
C
ja
457-3025)
(454-1 250)^3^3-^^^)
(454-1200)
(457-197o)—V
(457-2950'
"§®CVJtnem
II^(452-5406)
(457-2840)-^/iZ
(457)3019)1454-1325)
Crossarm Anti-split Bolt
:.
a452-2714)
6.
£
Detail A
Crossarm Mounting
(TTAHX16)
(or TTAHX25)
J CO
I ^Hanging Bolt Assembly
&
°.i*0 V
^n^lCAHO
POWER69&138 kV AHXS Structure
01-510-03
Transmission Design &Construction Manual
(V4S7-302S)
_^--(4S4-142S)
(457-2850
(454-1250)—(454-1225)
(457-1971'
(457-2845'
(4S7-3020'
T3"
452-55xx)
(454-1025)
\--I,'.
—(452-2712)
A
Detail B
Anti-split Bolt Assembly
(TASB)X(390-25xxX,°
(457-2850)
(457-1972kVy^
(454-1250)—-ig^Tvf
457-3025)
^454-1425)
(330-0310
.-li®
Xr—6-—
(452-2714)Side View 1
V
I (371-1 xxx)Detail C
Crossarm Anti-split Bolt Bonding m,i»'i
Uy
Detail D
Suspension Insulator Bolt Attachment Assy
(Hanging bolt and hardware included in TTAHX16 or TTAHX25.)
M
a>
cr
1
9
(371-0418X (395-16xx)(390-2Sxx)(372-04xx)JO
\\VI5
cn S
I-c
<0P7.u:
c
.5?O,3a$£
s
co 5
*1
Detail E
Conductor Mount Assembly
8.(>2
%69 &138 kV AHXS Structure
01-510-04
Transmission Design &Construction Manual
(i
3~3
^AT*-"
m/tf
"
V
(Detail H
y-'C
457-1220)
3 :
s®¦>
J.*A
p _-
*Vy>**"
r.V
£
(Detail G
*•:
Detail F
X-Brace Assembly
16'6"Pole Spacing (TXB16)25'Pole Spacing (TXB25)e
o
»
I
cc
(457-1973)
/0*57-3O3O)
1<n
(457-2855)5457-1220)\a
i0 U
3 CMMCTl
II S,V:-X
V -f §
2 *-(454-1 27S)-^|J
(457-2355 j
(457-3030).
LL
(330-0310'
452-57xx)
^454-1Q6o)
§.
s(374-21 15)--^C
i
Detail G
X-Brace Mounting to Outside Poles
Detail H
X-Brace Grounding Detail .2 CO
i*
U
^^IDAHO
Dbi^FOWES69&138 kV AHXS Structure
01-510-05
Transmission Design &Constructor!Manual
'374-2115)w!(371-0418'"71 1
Jfef
\.
-V •
(457-2460'
(4S7-2350>->
T
5*
395-1560)
c=@ A*
jOl ^-(457-2320)
(390-25xx (457-3025//
(457-1972)
(330-0310'
^^-(365-0350)
tpr ,
npv"'"(Sis)
#3
.7J.>¦.-
£'.V
:Kr-¦
(360-0135
c
°
¦
>
cc
1 -•M --457-2270)jo
C
*
BJ
cj !
w 5
^i
E
Detail J
Conductor Eye Assembly
Down Guy (TDG38)
Pole Eye (TPEA)
cB
In
=-5
L&J
co J
*1
a
.0 2
69 &138 kV AHXS Structure
01-510-06
Transmission Design &Construction ManuaJ
("Detail B ")(E
395-1560 )v'/fi3"
6-T ]l -'ij.,
rf :rf--=Toj
«Tv ,OV ¦{457-2320)I/3pu
?tiff
**
{371-0416}-5"
\
Tg—"tpHs o (365-0350)
See note 3.
v*
r.V
lis
c
sas
I#fc-.
457-2272 )
365-0350 )
D371-0418 OF
(390-1160,
lr
(457-2270
Detail K
Static Wire Assembly
(TSWDDE)
(TPEA)
(TDG38)
c
°
cr
3
s
Bolt Schedule
13 CVJinrn
Qty Per Pole ClassQtyPerPoleClass
1 §
2 -
Stock No.Purpose H2 HIStockNo.Purpose H2 HI 1 1 2 323
El452-5512 Anti-split
452-5514 Anti-split
452-5614 Pole Eye
452-5616 Pole Eye
452-5618 Pole Eye
452-5620 Pole Eye
452-5714 X-Brace 1
452-5716 X-Brace'
452-5718 X-Brace'
452-5718 Crossarm
--2 2 3
2 2 3 3 1
--3 3 3
3 3 3
3 3
8 12
If-452-5720 X-Brace'
452-5720 Crossarm
452-5722 X-Brace'
3 3 1
3 3 -
1 1 -
8 8 12 12 8
4 12 8 --
1
8
2
H cn
I*Double the number ofbolts for pole spacings of 25'-0".Double the number of bolts for pole spacings of25'-0".
s
a
-4
69 &138 kV AHXS Structure
01-510-07
Transmission Design &Construction ManuaJ
Stock No Qty Description
£DE BLTD AL (size)
SLV CU TAP OFST 6-6
INS GUY STR 3000 78
INS SUSP 138KV (stl/wd)^
SHKL AN 5/8X2.75 30K
CLVTHMBBNK
EYE OVAL BALL (class)
LUMBER ALL SIZES
ROD GRD CW 5/8x8 FT
BLT SHDR EYE 3/4X12
BLTGALVMCH 1/2x6
BLT GALV MCH 5/8X
BLT GALV MCH 3/4X
BLT GALV MCH 7/8X
WSHR CRVD 3X3X11/16
WSHR CRVD 4X4X13/16
WSHR CRVD 4X4X15/16
WSHR SPR 9/16 HOLE
WSHR SPR 11/16 HOLE
WSHR SPR 13/16 HOLE
WSHR SPR 15/16 HOLE
WSHR SQ 2x2x9/16
WSHR SQ 3X3X3X13/16
WSHR SQ 4X4X15/16
BRC CROSS 3X7X16-6
CLIP BONDING 1/2 IN
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
GRIP GUY AUT 3/8
GRIP 5W PL GUY ALT 3/0
GRIP GUY FMD 3/8 EHS
EYE POLE PLT HD
NUT MF 1/2 IN
NUT MF 5/8 IN
NUT MF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 1/2
NUT GALV PLAIN 5/8
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
NAIL CW 10D
CLIP GRD WIRE GALV
372-04xx
374-2115
390-1160
390-25xx
395-1505
395-1560
395-16xx
412-3000
451-0425
452-2714
452-5406
452-55xx
452-56xx
452-57xx
454-1025
454-1060
454-1075
454-1200
454-1225
454-1250
454-1275
454-1325
454-1425
454-1525
457-1220
457-1970
457-1971
457-1972
457-1973
457-2270
6
[23'457-5065)24"
4max./
6'457-5020)
3(360-0135) 10
6
3
17
1(378-1475)—
3
(457-5080)^26
(See page 02-002-02
for grounding details.)3
6
4
3
1
T;i 318"min.
3i
(457-5070'9'»
i£i (371-1260)
2N-J7•—I 3r1
T-:is-
'V:min.
3i/
10%of
pole height
+2'-0"
\?2&;
1*1.
5--:3c^^-(451-0425)°m«10m>
iS 3CE
'.-•i
IE!
10
«4SF-2372 +3]
Detail L
Pole Grounding
457-2320
457-2460
18
O 20
"8 457-2840
457-2845
457-2850
457-2855
457-3018
457-3020
457-3025
457-3030
457-5020
457-5060
1CM=Ol "¦3JHBillofMaterialssi-5 23lD
9StockNoQtyDescription
=2
330-03 10 10 lb CND CU SLD SD BR 6
360-0135 181b CND CW SLD 6
365-0350 2001b WIRE GALV GUY 3/8EHS
CNPG 1 BLT 6-2/0
CN WLD 5/8 ROD-#6 CU
CLP SUSP AL (size)
3
&
33
6>15£
371-0418 10
371-1260 3
371-lrcoc 3
3 1b
105
en ;§
^I
ADDITIONAL MATERIALS
&STOCK NO OUAN.DESCRIPTION
4?371-1360 SUSP.CLAMP,0.25 -0.653
N!SUSP,CLAMP.0.7 -1.17371-1425 3^^IDAHO INSULATOR,10"B &S390-2500 24 69 &138 kV AHXS StructureINSULATOR,138KV.SUSP.390-2540 6
395-1075 CLV -Y BALL 52-33
GRIP SW DE AUT 5/16457-2265 5
CLAMP,BOLTED DE 4/0372-0480 6
CLAMP,BOLTED DE 397 5372-0482 6
*
-
)
?
"¦
¦
'
¦¦
01-525-01
Transmission Design &Construcoon Manual
Application.are possible with small conductors provided the pole
eye assembly load limit is not exceeded.Conductor
tension must be limited to keep the transverse load
below the 5,900 pound design limit of the guy assem
bly.See page 08-100-01 for a special running angle
assembly for line angles greater than 30°.
The EXS is a 69 kV or 138 kV horizontal configura
tion,H-frame,heavy running angle strucmre with an
X-brace and a shield wire support.It is used for turn
ing line angles from 15°-30°.Line angles above 30°
See
30"30'
17 Note 3maxmax:1-V.j in ——*T -t4
Heavy Running Angles (Up to 30°)
{Detail A )r 6"
t f
T
4'-6"«
Lfic
o IIS9'-0"TOT
4'-6"=/T N Peta'l B )
Vi x See Note 1
\-o
c
/
CO
390-1160)«
E 6*-0"See Note 2 \11
3 11e —rZ
s Detail C)c Notes:
1.Design Reference.Use
the elevation ofthe bottom
boh ofthe lowest insulator
mount as a conductor ref
erence point for calculat
ing vertical clearances.
2!
2
i
GC
Detail e){457-1220)"S 457-2320)w "S
§<£
O 5
\V
ai
¦s 2.Construction Practice.
When the shield wire is
457-2270)<0 =
i "l'^Detail D)grounded at every struc
ture,the pole ground wire
may be considered "effec-
iZ
16'-6-16'-6"tively gounded".Ifthere isC
&
no distrubution under-3 build and ifthe structure is anchored with a Tubeco anchor or copper-bonded rod,the guy strain insulator is omitted as
shown in the adjacent illustration.If a galvanized anchor rod has been used,guy strain insulators,as shown on page
01-062-01 are required.Also,ifthere is distribution un derbuild,guy strain insulators may be required.
e
3.Conductor Offset.This distance is the offset distance from the center line ofthe pole due to insulator swing for conduc
tors at 60°F with no wind.co li
*|
I•J
>sHrowlj 69 &138 kV EXS Structure
01-525-02
Transmission Design &Consuucson Manual
For hardware details and ECMS Codes see pages:
02-002-01 Grounding Information
04-000-01 Anchoring
04-100-01 Anchoring
04-300-01 Anchoring
04-510-01 Down Guy Assembly
04-600-01 Down Guy Assembly
08-100-01 Insulator String Assembly
08-174-01 Shield Wire Assembly
08-300-01 Conductor Clamps
10-050-01 Vibration Dampers
11-010-01 Armor Rods
Details.(See page 00-010-01 for an explanation of special drawing conventions used in the illustra
tions within this document.)
(457-3320)
I (457-2270)(457-0320)
457-2320)
L(395-1224)/Til
365-0350)i»¦
(457-2800)
(457-0280)|;f^j (360-0135)
to.5:c
.2
a i
</>6*5 r-Tr-=
(330-0310)-
(374-21 15)
Jfe
(37^3)(457-2270'
TJ
(371-16IS)457-2320)(0,-.
•/¦<
3.
5
2
c
°
3
Detail A
Shield Wire /Head Guy Assembly (THG)
>
cc
¦§
¦3 wo51
C 03
(457-0320)s,o457-5100)«
(457-2800)83 103to
S «
5 -
:r457-3820)
B¦5
8457-3025)
£(452-5303)457-2S5o)(457-0280)
»</3
I ^Section A-A
4-Way Pole Band (TPB4)(TPBL)
e^iidaho
69 &138 kV EXS Structure
01-525-03
Transmission Design &Construcson Manual
(330-031(3 457-2460)
^<452-56xx)
^^--(395-1560)
/
-I M >4.^(457-1972
(457-2B50),o-v
TKlrff
/''\K457-302S)1 Itffi \
^''(371-0418)
(371-13xx)
457-232o)
TD
O
¦o
(371-1 3xx)o
u>
£
•1 isDetailB
Pole Eye Assembly (TPEA)8 C 457-5065)
457-5020)
24*
"8
Oi
max.
(454-1275)-c
O (360-0135)——(457-1973)
(457-3030)^
(457-2855/
<n
kJmSs
f*'-SfcTT
m
O
15 4S2-57xx)
-D
(378-1475)--..3
E
O
mmm
i 374-2115)(457-5080/;(See page 02-002-02
for grounding details.)z
c
°
->
cr Detail C
Upper X-Brace Mount (T2XB16)
t
s TOJ¦§<U:
Or
1 8"min.§=
O S i
^1-^(457-S07o//.'(371-1260)
col •:•r>1
5 |SSI
fe ^C454-1075)
lis®}—
ft:
<«18"c it
•Vi
10%of
pole height
+2-0"
min.(457-3030'452-57xx)
C I"I
»..1
•-•""*"*(451 -C42S)&(457-2855
¥y i
(454-1275'
CO J
*I
Detail E
Pole Grounding
Detail D
Lower X-Brace Mount (T2XB16)
a
am 69 &138 kV EXS Structure
01-525-04
Transmission Design &Construction Manuai
Bolt ScheduleBillofMaterials
Qty Per Pole Class
H2 Hi 1 2 3StockNoQtyDescriptionStockNo.Purpose
452-5614 Pole eye
452-5616 Pole eye
452-5618 Pole eye
452-5620 Pole eye
452-5714 Cross brace
452-5716 Cross brace
452-5718 Cross brace
452-5720 Cross brace
452-5722 Cross brace
6CNDCUSLDSDBR6
CNDCWSLD6
WIRE GALV GUY 3/8EHS
CNPG 1 BLT 6-2/0
CN WLD 5/8 ROD-#6 CU
CLP SUSP AI (size)
CLP SUSP FE (size)
SLV CU TAP OFST 6-6
MLDG GRD PSTC 1X8 FT
INS GUY STR 30000 78
INS SUSP 138KV WD10K
CLVYEYETWTD 1/2
CLVTHMB BNK
ROD GRD CW 5/8X8 FT
BLT GALV MCH 3/4X3
BLT GALV MCH 3l4X(bng)
BLT GALV MCH 7/SX(long)
WSHRCRVD 4X4X15/16
WSHRSPR 15/16 HOLE
CLIP GRD POLE BAND
BND POLE 4WAY 8-11
BRC CROSS 3X7X16-6
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
GRIP GUYAUT 3/8
GRIP GUYFMD 3/8 EHS
EYE POLE PLT HD
LINK MD POLE BND
NUT MF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
SHVPOLE BND 3/4
NAILCW10D
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
SPAPLE MLD SQ BARBED
SCREW LAG 1/2X4 IN
330-0310 4 lb
360-0135 12 lb
365-0350 100 lb
371-0418
371-1260
371-13XX
371-1615 2
374-2115 10
378-1475
390-1160 4
390-2540 3
395-1224 2
395-1560 3
451-0425 3
452-5603
452-56xx
452-57xx
454-1075
454-1275
457-0280
457-0320
457-1220
457-1972
457-1973 12
457-2270 6
457-2320
457-2460
457-2800 7
457-2850 11
457-2855 6
457-3025 3
457-3030 3
457-3820 5
457-5020 3 lb
457-5065 120
457-5070 1 lb
457-5080 12
457-5100 9
6
6
2 6 6
1 23322
13322
3 3 1 13
1 1
ADDITIONAL MATERIALS
STOCK NO DESCRIPTIONQUAN.
3 ISUSP.CLAMP,0.7 -1.17371-1425
3 371-1450 SUSP.CLAMP,1.0 -1.473
ARMOR ROD,4/0 ACSR 6/1373-0300 3
ARMOR ROD,397.5 26/7373-0375 3
ARMOR ROD,5/16 EHS373-1045 24 INSULATOR,1 38KV.SUSP.390-2540 3
t6
(3
3
52at
Z3
e
°
«
>
E6
6 1
-P CM5g>
C CO
»o
a
"S§to3tD
5 ®
2 -
il
6
"5
to
a
5
5
o CO
(
ESSIIDAHO
69 &138 kV EXS Structure
-a
)
vJ
390-2540
\]
iS53=0=t4W|z
390-1160 -Note 1-o
^372-12XXJ
See Note 1
Use the compression deadend
clamp for cable sizes 397 and
up.Use a bolted deadend
clamp for cable sizes below 397.
&Q
Q
SECTION A-A
DEADEND ATTACHMENT
DETAIL A
<454-127jp
<T54-127|>
C^7-28^
Crossarm Bolt
Assembly
V>
\
V to
457-2460
C454-1525^
<j57-197|>
<j57-3aM)
Crossarm Bolt
Assembly
I
w %
390-1160
C457^2340 UEX
365-0355
<457-2850,
NUT &BOLT <<457-302?
ASSEMBLY 457-1972
452-56«
457-2275 LINE 433
WOOD RIVER-KETCHUM
138KV
GXS-28 STRUCTURESECTIONB-B
CROSSARM MOUNT &POLE EYE ASSEMBLY
IDAHO POWER COMPANY
BOISE.IDAHO
DATE:1 1—06—ESCALE:NONE
DS.TIP 23A-503"SHT.26
DR.JLT
ft
DETAIL A 5
*_LL.^11LL_x
TTTK
IIDOWNGUYDOWNGUY
&&
c
:&&
c
1V-CT
A—^A
6'—or /
C360-0LK DETAIL B/
/
390-1160
IETAIL D
I
/\
^?aTcT^457-1020
\I«/\
13'-f
LINE 433
WOOD RIVER -KETCHUM
138KV
GXS-28 STRUCTURE
J IDAHO POWER COMPANY
BOISE,IDAHO
DATE;11-06-94SCALE:NONE
DS.TLP 23A-50313SHT.25DR.JLT
SEE DETAIL A
457—2265
C$5M2§I ©
i
^H560>
<395-181$O o
Cj57-230$>
^-<3zE2m>
DETAIL C-C
SHIELD WIRE DEADEND ATTACHMENT
LINE 433
WOOD RIVER-KETCHUM
138KV
GXS-28 STRUCTURE DETAILS
IDAHO POWER COMPANY
BOISE.IDAHO
DATE:06-01-94SCALE:NONE
DS.BTO 23A-50313SHT.24
DR.JLT
01-460-04
Transmission Oas^jn &Consirucaon Manual
(
Bolt ScheduleBillofMaterials
Qtv Per Pole Class
Stock No Qty Description StockNo.Purpose H2 HI 2 31
452-1726 Crossarm
452-1728 Crossarm
452-5512 Anti-split
452-5514 Anti-split
452-5616 Pole eye
452-5618 Pole eye
452-5714 Cross brace
452-5716 Cross brace
452-5718 Cross brace
452-5720 Cross brace
222WIRETIESDAL4
CNDCU SLD SD BR 6
CNDCW SLD6
WIRE GALV GUY 1/2EHS
CN WLD 5/8 ROD-#6 CU
DECMPRALfsizeJ
SLVCUTAPOFST6-6
MLDG GRD PSTC 1x8 FT
INS GUY STR 30000 78
INS LP VERT TIE 69FCV
SCKTCLVHL 52-3
STUD INS 3/4X14 WD
XARM ASSY 4X8X28
ROD GRD CW 5/8 X 8 FT
BLT GALV MCH SlSX(bng)
BLT GALV MCH 3/4X(long)
BLT GALV MCH 7/&X(long)
WSHR CRVD 3X3 XI 1/16
WSHR CRVD 4X4X15/16
WSHR SPR 11/16 HOLE
WSHR SPR 13/16 HOLE
WSHR SPR 15/16 HOLE
BRCX3BY4 8c 13-6 PS
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
GRIP GUY AUT 1/2
GRIP GUY FMD 1/2 EHS
EYE POLE PLTHD
NUT MF 5/8 IN
NUTMF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 5/8
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
Nail cw iod
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
STAPLE MLD SQ BARBED
311-0050 3
330-0310 3 lb
360-0135 13 lb
365-0355 350 lb
371-1260 1
372-12xx 3
374-2115 6
378-1475
390-1160 4
390-1400
395-1545
395-1853
411-1950
451-0425
452-55xx
452-56xx
452-57xx
454-1025
454-1075
454-1225
454-1250
454-1275
457-1020
457-1971
457-1972
457-1973
457-2275
457-2340
457-2460
457-2845
457-2850
457-2855
457-3020
457-3025 5
457-3030 4
457-5020 2 lb
457-5065 90
457-5070 1 lb
457-5080 8
2 2
22 2
2 2
444
4 4
22
222
2 2 2 23
3 2 2
3
1
ADDITIONAL MATERIALS2
STOCK NO |QUAN.DESCRIPTION
GUY GRIP FMD 5/16 EHS457-2300 4
POLE EYE PLT HP
THIMBLE CLEVIS
452-2460 4
395-1560
4 INSULATOR.138KV.SUSP.390-2540 6
LINK "T.VTD ANGLE 7/8395-1810 4
4 457-2265 5 GRIP SW DE AUT 5/16
/2 372-04B0 6 CLAMP,BOLTED DE 4/0
7 5372-0482 6 CLAMP.BOLTED DE 397.5
5452-5616 BOLT GALV MCH 3/4X1648 <D
2Ipr
e2°
»5 >
C4
4 1
§4 c
4
m
2
¦§4 CM2S5—CO
s <=>
8
2
B
*n
£
c
|a
1
138 kVGX-28 Structure
vy
**•
)
I
05-200-01
Transmission Design &Construction Manual
Guy Brace Assembly)
(454-1275)
(457-1973)
/^>57-2B5S)
f^\s<457-303p)
*4S3 \\fill V\Sii W
(454-1088)
(452-57xxX^
(395-1810)
(457-2272)—
3&S
(355-0350'(454-1275)
/(457-1973)
»/0{457-2855)
(454-1088)
(452-57xxX
(395-181 0)—
(395-1560)
(457-3030)
457-2320)
CO
(-c
O 457-3030)«
—
I V-*"7(457-2355',(454-135(7^5^57M)"Dc
CO
a/¦
«457-2272)e
o
s
z
Guy Brace Assembly Material ListApplicationc
°
-
>
Most new H-frame construction will utilize lam
inated crossarms which will not require braces.
In rare instances,extreme loads will require the
extra support provided by braces.If the brace is
a tension member (generally located outside the
poles),the guy brace assembly shown here is the
preferred to the wood knee and vee braces that
traditionally have been used.
The guy brace is also used as a maintenance
replacement to the outside brace on select,exist
ing lines.Consult the T&D Design Department
for assistance when replacing braces on existing
lines.Some lines,like the Midpoint-Borah #1
345 kV line #950 and the Boise Bench-Midpoint
#1 230 kV line #902,will require some modifica
tions to this approach because they have a differ
ent type ofspacer fitting.
Stock No Qty Short Descriptione
WIRE GALV GUY 3/8EHS
CLVTHMB 3/4 IN BNK
LINK TWTD ANGLE 7/8
BLT GALV MCH 7/8X6
BLT GALV MCH 7/8 X(long)
WSHRCRVD 6X6X15/16
WSHRSPR 15/16 HOLE
WSHRSQBVLD 15/16
CLIP BONDING 7/8 IN
GRIP GUY AUT 3/8 RL
GRIP GUY FMD 3/8 EHS
NUT MF 7/8 IN
NUT GALV PLAIN 7/8
41b365-0350
395-1560
395-1810
452-5706
452-57xx
454-1088
454-1275
454-1300
457-1973
457-2272
457-2320
457-2855
457-3030
CM 3
§4
^n
2
2«
1
1
§£
O E 2
E 1
2
if 1
1
1
2
3
CO «
DC 2"9 S.
8.
"V i Q»
Guy Brace Assembly
'
)
J
<T\/T\/T\
QliMi®'-
LlJ-*-|
PI J
Id,
9
b
i
CM
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-x^DETAIL'BT
b
i
Fo
DETAIL "CT
DETAIL *<?-
16'-6T16'-6"
LINE 433
WOOD RIVER-KETCHUM
138KV
HXS-SPECIAL STRUCTURE
SWUM)LES.
^mw10%OF ^tS«%
POLE HEIGHT
+2'-(f
lir
IDAHO POWER COMPANY
BOISE.IDAHO11
SCALE:NONE DATE:01-06-95
OS.TIP 23A-5031 3 £SHT.27DR.JLT J
Cj54-I2g
<g57M973>
I
457-2845
^55M>
<g7^302g 454-i02|>
DETAIL A
ANTI-SPLIT BOLT ASSEMBLY
(TASB)
<^HSE
<357—1975^
&
f o1-0 390—143Q^Ot
352^57xx>Cg^2855X
<257^3030 j54-1075>
DETAIL B
POST INSULATOR MOUNT
(TI138HP)LINE 433
WOOD RIVER -KETCHUM
138KV
HXS-SP STRUCTURE DETAILS
IDAHO POWER COMPANY
BOISE.IDAHO
SCALE:NONE DATE:01-04-95
OS.TIP 23A-50313SHT.28DR.JLT
dotTa>
dTT>DETAILSt3
C360-013^
+57-5065,
457-5020
P
!
2'-0"
I ¦fcj
ta
SEE PAGE
02-002-02
FOR GROUNDING
DETAILS
C3
+57-5070
mmm WMmmmm?//
18T LINE 433
MIN.
v,WOOD RIVER-KETCHUM
138KV
HXS-SP STRUCTURE DETAILS
i1n
10%OF
POLE HEIGHT
+2'-(T
37 1 —1 260,
451-0+25.10T
MIN.I IDAHO POWER COMPANY
BOISE.IDAHO
SCALE NONE DATE:01-06-95DETAIL'C'
POLE GROUNDING DS.TIP SHT.29 23A-50313DR.JLT
TT'H.BT
jM26Sp
<S^254fi
]
X-
&
<295510:o o
<357^2300>
)
DETAIL D-D
CONDUCTOR DEADEND ATTACHMENT
LINE 433
WOOD RIVER-KETCHUM
138KV
HXS-SP STRUCTURE DETAILS
J IDAHO POWER COMPANY
BOISE.IDAHO
DATE:01-06-95SCALE:NONE
DS.TLP 23A-50313SHT.30DR.JLT
SE DETAIL A
35M2to>CghSI
©
O -J*g=
^-<j74^2i]5>
DETAIL E-E
SHIELD WIRE DEADEND ATTACHMENT
LINE 433
WOOD RIVER-KETCHUM
138KV
HXS-SP STRUCTURE DETAILS
IDAHO POKER COMPANY
BOISE.IDAHO
SCALE:NONE DATE:06-01-94
DS.TLP 23A-50313SHT.31DR.JLT
WDWDMCM
Cdetail h
457-1 220>
:i
\\
••A
==I
1==
CDETAIL £
DETAIL T
X-BRACE ASSEMBLY
g57-197g>
/g57-3Q3Q^Cg57-285j
457-1220>
m id
454-1 275>
C330C33T0
Cg74-211I
O
DETAIL 'H'o
X-BRACE GROUNDING DETAIL
LINE 433C$52357XX>
g54-106Cp
C357-285§>^
Cg57-303g
WOOD RIVER-KETCHUM
138KV
JXS-SP STRUCTURE DETAILS
j IDAHO POWER COMPANY
BOISE.IDAHODETAIL'G'
X-BRACE MOUNTING TO OUTSIDE POLES SCALE:NONE DATE:01-05-95
DS.TLP 23A-50313SHT.32PR-JLT
STOCK #DESCRIPTIONQUAN
330-0310 10 LB.CND.CU SLD BR6
360-01 35 18 LB.CND.CW SLD #6
200 LB.WIRE GALV.GUY 3/8"EHS365-0350
CN,PG,1 BOLT #6-2/0371-0418 10
CN,PG,3 BOLT,3/0-336371-0425 3
371-0445 3 CN,PG,3 BOLT,795-795
371-1365 3 CLP,SUSP AL 0.4-0.85
DE,BOLTED 4/0372-0480 6
372-0482 6 DE,BOLTED 397.5
374-2115 SLV,CU TAP OFST 6-623
390-1160 INS,GUY STR 3000 784
390-2540 6 INS.SUSP 138KV WD
390-1430 3 INS,HORIZ POST 138KV
SHKL,AN 5/8"x2.75"30K395-1505 6
395-1560 CLV,THMB BNK14
395-1600 6 EYE,OVAL BALL 52-3
SCKT,EYE HL 5/8"W395-1627 6
LINK,TWTD ANGLE 7/8"395-1810 6
ROD,GRD CW 5/8"x8 FT451-0425 3
BLT,GALV.MCH 5/8"x12452-5512 3
BLT,GALV.MCH 3/4"x14452-5614 6
BLT,GALV.MCH 3/4"x16
BLT,GALV.MCH 7/8"x18
452-5616 4
452-5718 10
BLT,GALV.MCH 7/8"x20452-5720 4
WSHR,CRVD 3x3x11/16454-1025 6
WSHR,CRVD 4x4x15/16454-1075 10
WSHR,SPRG 11/16 HOLE454-1225 3
WSHR,SPRG 15/16 HOLE454-1275 12
457-1220 BRG,CROSS 3x7x16-62
CLIP,BONDING,5/8"457-1971 3
CLIP,BONDING,3/4"457-1972 5
CLIP,BONDING,7/8"457-1973 9
GRIP,GUY AUT3/8"457-2265 6
GRIP.SW DE GUY AUT 5/16457-2270 4
GRIP,GUY FMD 3/8"EHS457-2320 6
457-2460 10 EYE,POLE,PLT HD
NUT,MF 5/8"457-2845 3
NUT,MF 3/4"457-2850 10
NUT,MF 7/8"457-2855 12
NUT,GALV.PLAIN 5/8"457-3020 6
NUT,GALV.PLAIN 3/4"457-3025 15
NUT,GALV.PLAIN 7/8"457-3030 21
457-5020 3 LB.NAIL,CW 10D
105 CLIP GRD WIRE GALV.457-5060 LINE 433
WOOD RIVER-KETCHUM
138KV
HXS-SP MATERIAL LIST
IDAHO POWER COMPANY
BOISE.IDAHO
SCALE:NONE DATE:01-06-95
DS.TLP SHT.33 23A-5031 3 fDR.JLT
•.•
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01-053-01
Transmission Oesign &Construction Manual
Application.
The Tangent Vertical structure with a Shield
wire and polymer 'Hi-Lite'insulators or "TVS-
HI"is a 138 kV structure used in tangent con
struction where there are no angles involved and
where a shield wire is required.The TR struc
ture is the preferred structure for tangent con
struction.See page 01-040-01.The TVS struc
ture,a porcelain version of the TVS-HL struc
ture,is found on page 01-051-01.
Detail A )
"¦'Detail B )d
8'-0".2
¦d
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pm Notes:
1.Design Reference.Use the elevation of the bottom bolt
of the lowest insulator mount as a conductor reference
point for calculating vertical clearances..
2.Framing Reference.Maintain a minimum of 12'to the
crossarm mounting bolt of any distribution underbuild.
This dimension is valid for spans of 300'or less.For longer
spans,consult with engineering.
03
&5SS1DAHO
power&
138 kV TVS-HL Structure
01-053-02
Transmission Design &Construction Manual
°r3ForhardwaredetailsandECMSCodesseepages:
02-002-01 Grounding
08-200-01 Insulator Conductor Clamps
VI
£
11-010-01 Armor Rod w
Q.
a
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tions within this document)
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Shield Wire Mounting Assembly
Detail C
Pole Grounding
5
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3IDAHOLJ
138 kV TVS-HL Structure
01-053-03
Transmission Design &Construction Manual
inw
<0 Bill of Materialsa
(330-031o)(454-1275'
•s;O (457-1 973X^\452-57xx)Q.Stock No Qty Description
5
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CLP SUSP GALV (size)
SLV CUTAPOFST 6-6
INS HRZ 138 PLMR WD
CLV Y BAIL 52-3
ROD GRD CW 5/8 X 8 FT
BLT GALV MCH 5/8X(long)
BLT GALV MCH 7/8X(long)
WSHR CRVD 3X3 XI 1/16
WSHRCRVD 4X4X13/16
WSHR CRVD 4X4 X15/16
WSHRSPR 11/16 HOLE
WSHR SPR 13/16 HOLE
WSHRSPR 15/16 HOLE
BRKT SHLDWIRE 3/4X16
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
NUT MF 5/8 IN
NUTMF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 5/8
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
NAIL CW 10D
CLIP GRD WIRE #6 CU
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H2 HI 1 23StockNo.Purpose
452-5512 Anti-split
452-5514 Anti-split
452-5716 Insulator
452-5718 Insulator
452-5720 Insulator
1 1 1
1 1
4 6 6
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4 4 -7 1
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01-063-01
Transmission Oesign &Construction Manual
Application.The Tangent Angle with Shield ration,angle structure built with polymer insu
lators.The TAS is a comparable structure using
porcelain insulators.See page 01-061-01.For
new construction,the TAS-HL is preferred.
wire and polymer 'Hi-Lite®'insulators or
TAS-HL structure is used to turn small angles
between 0°-15°.It is a 138 kV,vertical configu-
Detail A )3"£S2
(Details D &E )6"T09
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2 (395-iSOs)</)
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1.Design Reference.Use the elevation
of the bottom bolt of the lowest insulator
mount as a conductor reference point for
calculating vertical clearances..
2.Framing Reference.Maintain a mini
mum of 12'to the crossarm mounting
bolt of any distribution underbuild.This
dimension is valid for spans of 300'or
less.For longer spans,consult with engi
neering.
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3 3.Construction Practice.When the
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the pole ground wire may be considered
"effectively gounded".If there is no dis-
trubution underbuild and if the structure
is anchored with a Tubeco anchor or cop
per-bonded rod,the guy strain insulator
is omitted as shown in the adjacent illus
tration.If a galvanized anchor rod has
been used,guy strain insulators,as shown
on page 01-062-01 are required.Also,if
there is distribution underbuild,guy
strain insulators maybe required.
6-0"a
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01-063-02
Transmission Oesign &Construction Manual
in
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For hardware details and ECMS Codes see pages:
02-002-01 Grounding
04-100-01 Anchoring
04-510-01 Down Guy Assembly
04-600-01 Insulating Guys
3
03
.£
08-174-01 Shield Wire Assembly
08-200-01 Conductor Clamps
11-010-01 Armor Rods
03
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tions within this document.)
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Post Insulator Mount
Detail C
Pole Grounding 1%(TI138HP)
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CTSESIDAHOiSlPCWER5
138 kV TAS-HL Structure
01-063-03
Transmission Design &Construction Manual
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SLV CU TAP OFST 6-6
INS GUY STR 30000 78
INSHRZ 138 PLMRWD
CLV Y BALL 52-3
SHKL AN (size)
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ROD GRDCW 5/8X8 FT
BLT GALV MCH 5/8X(long)
BLT GALV MCH 7/8X(long)
2 WSHR CRVD 3X3 XI 1/16
2 WSHR CRVD 4X4X15/16
WSHR CRVD 3X4X15/16
WSHR SPR 11/16 HOLE
6 WSHR SPR 15/16 HOLE
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CUP BONDING 7/8 IN
GRIP GUY AUT 3/8
GRIP GUY AUT 3/8 LNG
GRIP GUYFMD 3/8 EHS
3 EYE POLE PLT HD
NUT MF 5/8 IN
NUTMF 3/4 IN
NUT MF 7/8 IN
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2 NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
1 lb NAIL CW 10D
CLIP GRD WIRE #6 CU
1 lb STAPLE FENCE 1 1/2
330-0310
360-0135
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Qty Per Pole Class'
H2 HI 1 2 3
3 457-3020
457-3025
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in ~
o £5452-5512 Anti-split --
452-5514 Anti-split 1 1
452-5612 Pole Eye --
452-5714 Post Mnt.2 --
452-5716 Post Mnt.2 2(4)2(6)2(6)2(8)6(4)
452-5718 Post Mnt.2 4(6)6(4)4(2)6 2
452-5720 Post Mnt.2 4 2 2 --
1 1 1E
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138 kV TAS-HL Structure
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01-066-01
Transmission Design &Construcnon Manual
f
Application.The Corner with Shield wire or
CS structure is used to turn angles of up to 30°.
It is a 138 kV,vertical configuration,running
angle structure built with polymer or ball and
socket disc insulators.Conductor tension must
be limited such that the transverse load,with a
1:1 guy slope,does not exceed the 5,900 lb
design limit of the guy assembly.Line angles
above 30°are possible with small conductors,
provided the pole eye limit is not exceeded.See
page 08-100-01 for a special running angle
assembly for line angles greater than 30°.
CO
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1 v;
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1.Design Reference.Use the elevation
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mount as a conductor reference point for
calculating vertical clearances..
2.Framing Reference.Maintain a mini
mum of 12'to the crossarm mounting
bolt of any distribution underbuild.This
dimension is valid for spans of 300'or
less.For longer spans,consult with engi
neering.
3.Construction Practice.When the
shield wire is grounded at every structure,
the pole ground wire may be considered
"effectively gounded".If there is no dis-
trubution underbuild and if the structure
is anchored with a Tubeco anchor or cop
per-bonded rod,the guy strain insulator
is omitted as shown in the adjacent illus
tration.If a galvanized anchor rod has
been used,guy strain insulators,as shown
on page 01-065-01 are required.Also,if
there is distribution underbuild,guy
strain insulators may be required.
(Detail B 1 (457-2271*8
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5CTIDAHOS^FTWH?138 kV CS Structure
01-066-02
Transmission Design &Constnjcson ManuaJ
For hardware details and ECMS Codes see pages:
02-002-01 Grounding
04-100-01 Anchoring
04-600-01 Insulation Guys
04-510-01 Down Guy Assembly
b
c
08-100-01 Insulator Assembly
08-174-01 Shield Wire Assembly
08-300-01 Suspension Clamps
11-010-01 Armor Rods
C
CJ
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01-066-03
Transmission Design &Construction Manual
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371-1260 1
371-lxxx 1
374-2115 8
378-1475*1
390-1160 4
390-2540 3
395-1505 1
395-1560 4
451-0425 1
452-55xx
452-56xx
454-1025 2
454-1225
457-1971
457-1972 4
457-2270 2
457-2271
457-2320 12
457-2460 8
457-2845
457-2850 8
457-3020
457-3025
457-5020 1 lb
457-5065 40
457-5070 1 lb
457-5080*4
CNDCU SID SD BR 6
CNDCWSLD6
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CN PG 1 BLT 6-2/0
CN WLD 5/8 ROD-#6 CU
CLP SUSP FE (size)
SLV CU TAP OFST 6-6
MLDG GRD PSTC 1X8 FT
INS GUY STR 30000 78
INS SUSP 138 KV WD 10K
SHKL AN (size)
CLVTHMBBNK
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BLT GALV MCH 5/SX(long)
BLT GALV MCH 3/4X(long)
WSHR CRVD 3/3 XI 1/16
WSHR SPR 11/16 HOLE
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
GRIP GUY AUT 3/8
GRIP GUY AUT 3/8 LNG
GRIP GUYFMD 3/8 EHS
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NUT MF 3/4 IN
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STAPLE FENCE 1 1/2
STAPLE MLD SQ BARBED
452-5512 Anti-split
452-5514 And-split
452-5612 Pole Eye
452-5614 Pole Eye
452-5616 Pole Eye
452-5618 Pole Eye
452-5620 Pole Eye
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01-080-01
Transmission Design 4 Construction Manual
<
Application.The D2S-HP structure is used
to Deadend line tension in 2 directions with
Shield wire and Horizontal Post jumper sup
port.It is a 138 kV vertical configuration struc
ture built with polymer or ball and socket disc
insulators and used when there is a change in
line tension or in conductor size.This structure
is intended for use with line angles between
30°-80°.For line angles greater that 80°,see
structure D2S on page 01-075-01.
Notes:
1.Design Reference.Use the elevation of the bot
tom bolt of the lowest insulator mount as a conduc
tor reference point for calculating vertical clear
ances..
(0
a 3"-}X Detail A )13
E
6"Detail BJc
u
o
•457-2320
.See note 3 Framing Reference.Maintain a minimum of 12'
to the crossarm mounting bolt of any distribution
underbuild.This dimension is valid for spans of 300'
or less.For longer spans,consult with engineering.
(457-2265)o
E
8'-0"AE
o TYP -Detail C)
k (457-227iy
5"¦O 3.Construction Practice.When the shield wire is
grounded at every structure,the pole ground wire
may be considered "effectively gounded".If there is
no distrubution underbuild and if the structure is
anchored with a Tubeco anchor or copper-bonded
rod,the guy strain insulator is omitted as shown in
the adjacent illustration.If a galvanized anchor rod
has been used,guy strain insulators,as shown on
page 01-081-01 are required.Also,if there is distrib
ution underbuild,guy strain insulators may be
required.
03 iO)
c ro.
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inc/i
c j4".2 7.
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to distribution
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See note 2.
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Deadend in 2 Directions at Angles
between 30°-80°
C.
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01-080-02
Transmission Design &Construction Manual
in
o ?
For hardware details and ECMS Codes see pages:
02-002-01 Grounding
04-100-01 Anchoring
04-510-01 Down Guy Assembly
04-600-01 Insulating Guys
06-200-01 Pore Horizontal Post Ins
06-300-01 Polymer Horizontal Post Ins
3
</j
.£
08-150-01 InsulatorAssembly
08-170-01 Shield Wire Assembly
08-200-01 Horizontal Post Insulator Clamps
08-205-01 Polymer Clp Top Adapter
08-350-01 Conductor Deadend Clamps
3
o
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5
£
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1
Details.(See page 00-010-01 for an explanation of special drawing conventions used in the illustra
tions within this document.)
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Detail B )_c
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[457-5065)24"
454-1225
(457-197l)--
457-2345
(457-3020
max.O
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o'457-5020)
(360-01 35)00
452-55xx)
454-1 025)
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Detail A
Anti-Split Bolt Assembly
(TASB)
2
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15
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(See page 02-002-02
for grounding details)
1
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TFrn,,330-0310;18"min.
452-56xx)
(395-1560)
fe^SSC>^.-(457-2320)
(457-5070'(371-1260)(457-1972 3
2X co:¦rears t/>ifZSi
i'O 1 o£(457-2460 18"
min.10%of
pole height
+2'-0"
\457-2350
ItVN(371-0418)(457-3025)
(360-0135)
'451-0425
TXv(374-2115)
Detail C
Pole Grounding
Detail B
Pole Eye Assembly
(TPEA)s :CL
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E&SyPOWER138kVD2S-HP Structure
01-080-03
Transmission Design &Construction Manual
'0(i
3
(n (330-0310)(454-1250X
(457-1972'
=(454-1275'
(457-1973^
330-0310)
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(390-1425)
452-57xx)s
E
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co O LAPP =12"
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(457-3025)
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00 Detail E
Post Insulator Mount
(T1138HC)
Obsolete
Detail D
Post Insulator Mount
F=
0 (T1138HP)M
Preferred5o
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395-1545)
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395-0927
395-09XX,
hK Detail F
Pole Insulator Adapter
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5O-
5 138 kV D2S-HP Structure
01-080-04
Transmission Design &Construction Manual
^[
Bolt ScheduleBillofMaterials 3
=Qty Per Pole Class'Stock No.Qty Description 7nStockNo.Purpose H2 HI 2 3I o
330-0310 3 lb
360-0135 71b
365-0350 200 lb
371-0418 8
371-04xx'6
371-1260 1
372-048x 1 6
372-12xx 2 6
374-2115 20
390-1160
390-1430 3
390-2540
395-0927 3
395-09xx 3
395-lxxx'6
395-1545 2 6
395-1560 10
451-0425
452-55xx
452-56xx
452-57xx
454-1025
.454-1075
454-1225
454-1275
457-1971
457-1972
457-1973
457-22xx
457-2270
457-2271
457-2320 24
457-2460 16
457-2845
457-2850 16
457-2855 6
457-3020
457-3025
457-3030 3
457-5020 1 lb
457-5065 40
457-5070 1 lb
Alternate (Porcelain Insulator Assembly)
390-1425 3
395-0927 3
454-1060 6
CNDCUSLD SD BR 6
CND CW SLD 6
WIRE GALV GUY 3/8EHS
CN PG 1 BLT 6-2/0
CN PG 3 BLT(size)
CN WLD 5/8 ROD-#6 CU
DE BLTD AL (size)
DE CMPR AL (size)
SLV CU TAP OFST 6-6
INS GUY STR 30000 78
INS HRZ 138 PLMRWD
INS SUSP 138KV WD10K
ADPTR CLT H138KV INS
CLP LP INS (size)
SCKTEYE HL (size)
SCKTCLVHL 52-3
CLVTHMB BNK
ROD GRD CW 5/8 X 8 FT
BLT GALV MCH 5/8X(long)
BLT GALV MCH 3/4X(long)
BLT GALV MCH 7/8X(long)
WSHR CRVD 3X3X11/16
WSHR CRVD 4X4X15/16
WSHR SPR 11/16 HOLE
WSHR SPR 15/16 HOLE
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
GRIP GUY AUT 5/16 RL
GRIP GUY AUT 3/8
GRIP GUY AUT 3/8 LNG
GRIP GUY FMD 3/8 EHS
EYE POLE PLT HD
NUT MF 5/8 IN
NUT MF 3/4 IN
NUT MF 7/8 IN
NUT GALV PLAIN 5/8
NUT GALV PLAIN 3/4
NUT GALV PLAIN 7/8
NAIL CW 10D
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
Q.
452-5512 Anti-split
452-5514 Anti-split
452-5612 Pole Eye
452-5614 Pole Eye 2
452-5616 Pole Eye 2
452-5618 Pole Eye 2
452-5620 Pole Eye 2
452-5722 Post Ins.
452-5724 Post Ins.
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Ctgainbase(flat base)
or horizontal post insulator
CO
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ADPTR CLT H138KV INS
WSHR CRVD 4X4X13/16
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1 Use these items with the bolted DE clamp.
2 Use these items with the compression DE clamp.
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5,IDAHO &
138 kV D2S-HP Structure
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EMERGENCY ACTION PLAN -HEALTH AMD SAFETY CONCERNS
Prevention of hypothermia,frost nip and frost bite on the
face,hands and any exposed skin.Full face protection with
insulated gloves and mittens and extra warm "Sorrel"type
boots with gaiters for feet.Any lineman who climbs and can't
move around much on pole would require that he warm up for 30
minutes average .
Food and hot liquids from a base camp located as near job site
as possible.Hot coffee,hot water (tea,chocolate),hot
soups,high energy foods,snacks and meals,etc.
Re-warm station-vehicles-snow cats -warming hut or trailer at
base camp or job site if possible.
Sanitation
yellow or brown snow).
portable toilets with heater if possible.(No
relief crew from TFOC and/or ConstructionPersonnel
Department.Work schedule to follow DOT,CDL and Safety Manual
Rule 117,safety rest period and OSHA 1910.269.Emergency
waiver for DOT,CDL employees if needed.
Safety communication between IPCo and field personnel through
Dispatch,non IPCo employees (Sun Valley snow cat drivers?),
Blaine County Emergency Action Plan
Corporate .
Dean Johnson and
Clearances working on line and equipment .
line andEqui-potential grounding to protect personnel,
substation.Backfeed potential problems due to length of
outage and etc .
tied to length of outage with safetyCustomerrelations
concerns for employees and our customers .
Monitor job site and field personnel.Communicate any needs or
problems to manager of Division Operations,be ready to
change,assist,respond and do whatever it takes to get job
done,solve any problems and etc.