20240912IPC to Staff 116 - Attachment Exhibit B Station Design Construction Issue_Structural WO 27530769 (3).pdf

Page 1 of 3
Internal Use Only
Station Design Construction Issue
Date: 10/10/23
Type of Issue: Structural Station: WBUT
Project Title: Update station & remove wooden structure
Work Order: 27530769 Budget ID: WBUT210001
Project Leader: Lim, Young Contracted Construction Administrators:
Design Engineer: Hodges, Hunter Mindy Chambers: 388-2033
Station Designer: McCamish, Randy Inspectors:
Apparatus Area Leader: Southern-Greg Habel Heath Schab: 388-2020
SP Area Leader: Southern - Michael Wilcox
Comm Area Leader: Southern - Adam Mattson
System Protection Engineer: N/A
Apparatus Engineer: N/A
Comm. Engineer: N/A
Order of Contents
Checked contents are included in the package.
Document Transmittal………………………………………………....List of Documents included in Package
Design Summary …...……..……………………Additional Information, Instructions, Etc from Project Team
BOM/MR……………………………………….……………………...…… Bill of Material/Material Request
Design List (s)……………..…………………….……………………………..….. SCADA, Cable, SER/DFR
Removal Inventory List………………………….……………………………………. List of Items Removed
Nameplate Engraving List.………………………..…………….…………….Equipment Specification Labels
Manufacturer Information………………………….………….…..…Drawings, User Guides, References, Etc
MFT…………………………………………………………….….….…….Material Fabrication Transmittal
CCR ………………………………………………….………….….………………Customer Change Request
Station Construction Drawings ...……………..….…. Specific Drawings Showing Work to be Accomplished
Change to Switching Diagram
> 138KV
< 138KV
Construction Drawing Issue Package
Construction Crew Copies:
 All “Original” documents stamped “Station Construction Issue” in red ink needs to be updated by
foremen/crew with construction/as-built changes in green after job completion. Return to Idaho Power
Company, TDEC Scheduler – CHQ -3. This includes drawings, cable lists, bills of material, removal lists,
document transmittal, and miscellaneous documents bearing “Station Construction Issue”. All design
documents need to be signed by the construction Foreman.
 Documents stamped in red ink “Station Copy” (control jobs only) also require changes entered in green by
foreman/crew. These are to be filed at the station.
Please note: Record Issue copy only has a date stamp in red ink. It supersedes the station Construction Issue
copy.
BID ONLY - NOT FOR CONSTRUCTION
91DAHO POWER
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An IDACO RP Company
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Page 2 of 3
Internal Use Only
Station Design & Engineering Construction Issue
(Continued)
Documents in package
11286001-4.DWG 03 WILSON BUTTE STATION GENERAL LOCATION PLAN GENERAL LOCATION
11286001RM-
5.DWG 03 WILSON BUTTE STATION GENERAL LOCATION PLAN GENERAL LOCATION
11371001-4.DWG 68 WILSON BUTTE STATION FOUNDATION PLAN
11371001RM.DWG 68 WILSON BUTTE STATION FOUNDATION PLAN
11373001-2.dwg 62 WILSON BUTTE STATION FENCE PLAN
11373001RM.dwg 62 WILSON BUTTE STATION FENCE PLAN
11375001-4.DWG 72 WILSON BUTTE STATION 15KV STRUCTURE ELEVATIONS & SECTIONS
11375001RM.DWG 72 WILSON BUTTE STATION 15KV STRUCTURE ELEVATIONS & SECTIONS
11375002-3.DWG 72 WILSON BUTTE STATION 15KV STRUCTURE ELEVATIONS & SECTIONS
11375002RM.DWG 72 WILSON BUTTE STATION 15KV STRUCTURE ELEVATIONS & SECTIONS
12573001-3.DWG 64 WILSON BUTTE STATION GROUNDING PLAN
12573001RM.DWG 64 WILSON BUTTE STATION GROUNDING PLAN
12574001-4.DWG 66 WILSON BUTTE STATION CABLE & CONDUIT PLAN
12574001RM.DWG 66 WILSON BUTTE STATION CABLE & CONDUIT PLAN
75147001-1-1.dwg 60 WILSON BUTTE STATION 46KV YARD PLAN
78919001-1.dwg 00 WILSON BUTTE STATION NOT IDENTIFIED
78995001-1.dwg 70 WILSON BUTTE STATION FOUNDATION DETAIL
78996002-1.dwg 74 WILSON BUTTE STATION STRUCTURAL DETAIL
79002001-1.dwg 60 WILSON BUTTE STATION SPCC YARD PLAN
79104001-1.dwg 74 WILSON BUTTE STATION STRUCTURAL DETAIL
79162001-1.dwg 71 WILSON BUTTE STATION SURFACE TRENCH DETAIL
79163001-1.dwg 73 WILSON BUTTE STATION FENCE DETAIL
79176001-1.dwg 72 WILSON BUTTE STATION ELEVATIONS & SECTIONS
79177001-1.dwg 72 WILSON BUTTE STATION ELEVATIONS & SECTIONS
79181001-1.dwg 73 WILSON BUTTE STATION FENCE DETAIL
79182001-1.dwg 70 WILSON BUTTE STATION DEADEND FOUNDATION DETAIL
79184001-1.dwg 70 WILSON BUTTE STATION FOUNDATION DETAIL
79185001-1.dwg 72 WILSON BUTTE STATION ELEVATIONS & SECTIONS
BID ONLY - NOT FOR CONSTRUCTION
Page 3 of 3
Internal Use Only
79186001-1.dwg 74 WILSON BUTTE STATION STRUCTURAL DETAIL
79348001-1.dwg 74 WILSON BUTTE STATION STRUCTURAL DETAIL
79350001-1.dwg 74 WILSON BUTTE STATION STRUCTURAL DETAIL
79351001-1.dwg 74 WILSON BUTTE STATION STRUCTURAL DETAIL
79365001-2.dwg 73 WILSON BUTTE STATION FENCE DETAIL
79368001-1.dwg 67 WILSON BUTTE STATION BOM & DETAILS
79382001-1.dwg 72 WILSON BUTTE STATION ELEVATIONS & SECTIONS
SUMMARY (3)
BOM (12)
ENGRAVING REQUEST (1)
MFT (2)
BID ONLY - NOT FOR CONSTRUCTION
Station Engineering and Design Summary STRUCTURAL
Page 1

STRUCTURAL DESIGN SUMMARY
2023-08-14

Project Name: WBUT Rebuild/Upgrade Station
Budget ID: WBUT210001
Work Order: 27530769
Project Leader: Young Lim
Structural Engineer: Hunter Hodges
Structural Designer: Randy McCamish

General Project Overview/Description of Structural Work:

Wooden 4-pole structure is old, in poor condition, and will be removed. 46kV air breaks on top of wood
structure are old and difficult to operate. New 69kV air breaks will be installed outside the station on the
transmission line. New dead end will support steel 051F fused disconnects. T051 will be replaced with new
14MVA transformer. 051L will be replaced with new Alduti. Local service fused disconnect 011F and
transformer T011 will be replaced.
 Remove transmission line switches 051T and 052T from the wood structure in station and replace them
outside the station – Transmission will install the new switches on the 46kV transmission structures
outside the station.
 Remove 4-pole wood structure, insulators, arrestors, and wire.
 Remove existing transformer T051 including any associated conduit and cable, remove fused disconnect
051F and ground switch 051M.
 Coordinate with IPC Station Mobile Apparatus crew for transformer removal.
 Remove low side air break 051L and CTs from steel distribution structure (CTs contain PCBs and will
require special considerations for disposal).
 Remove local service transformers and fuses (011F and T011).
 Remove SCADA RTU antenna, DART SCADA RTU, and wooden poles supporting these items.
 Transmission will install a new transmission pole with a buck arm outside station to make transition into
the station. Fix phasing coming into the station to 3-2-1 from west to east. Transmission will supply
conductor to the dead end including attachment hardware (clamp, clevis, insulator) with enough extra
wire to reach 051F.
 Install new steel station standard dead end structure on new drilled pier cast-in-place foundations.
 Install new 051F fused disconnect on dead-end structure.
 Install new LED light(s) on dead-end structure.
 Install new 14MVA T051 transformer on new precast foundation.
 Coordinate with IPC Station Mobile Apparatus crew for transformer placement.
BID ONLY - NOT FOR CONSTRUCTION
~111vm;o~· .,--------
An IDACORP com® panv
Station Engineering and Design Summary STRUCTURAL
Page 2

 One new 15-35kV bus support structure on new drilled pier cast-in-place concrete foundation.
Contractor may opt to use precast foundation Catalog ID 60028 in lieu of drilled pier.
 One new low side disconnect 051L (35kV S&C Alduti-Rupter) on support structure on new drilled pier
cast-in-place foundation. Contractor may opt to use precast foundation Catalog ID 60028 in lieu of
drilled pier. (1) LTC PT and (3) bus PTs will be placed on this same structure.
 Where the new 2” bus lands on the existing ‘ZE’ structure, an L-shaped bracket made of 6” channel is
provided to support the outer (2) bus phases. The vertical leg of this bracket will be bolted to (2)
existing angles using holes from previous insulator channel bases. The horizontal leg of this bracket will
be supported off an existing angle on the top of the structure using a new threaded rod with leveling
nuts on the existing angle and new channel bracket to achieve proper bus height. It is recommended to
field-drill all holes in the new bracket after establishing the top of bracket elevation based on bus height.
 Install new fused disconnect 011F, 25kVA single phase local service transformer T011, and 200A local
service disconnect with 150A fuses in same bay of existing ‘ZE’ structure.
 Install new AC load center, manual transfer switch, and backup local service disconnect on a new
structure adjacent to the AMI transformer and SNC/IPU/COMM boxes. Structure will be supported on
new drilled pier cast-in-place foundations. Contractor may opt to use precast foundation Catalog ID
60388 in lieu of drilled piers.
 Install new light pole on new precast foundation.
 Install (3) sections of surface trench to facilitate cable install and maintenance.
 Upgrade T012 AMI transformer to 225kVA on existing precast foundation. Reuse existing CRU and
OMU. Replace 012F 25K fuse links with 40K fuse links.
 Move gate away from road to improve safety. Install new 30’ gate with snow gate and concrete apron.
New 30’ gate will have 20’+10’ panels with the 10’ panel on the east to avoid swinging under bus.
 Move fence on west side of yard toward the east (further away from property line) and install new
7/16” copperweld ground wire 3’ outside fence. Utilize standard fence detail that has curb in-line with
fence. Curb height is taller than standard to minimize surface drainage into yard from neighboring
areas.
 Install new concrete curb outside of existing fence on south, east, and north side of yard to minimize
surface drainage into yard from neighboring areas.
 New drainage ditch will be installed by ERP group around station perimeter outside of fence. Finish
grade needs to be raised in the vicinity of the gate.

Coordinated actions between Structural/Control Work:

Install conduits as directed by the structural cable/conduit plan and the control cable/conduit sketch.

Coordinated actions associated with Transmission or Distribution Line installation:

See section above for transmission.
Distribution will replace overhead feeder getaways and poles outside the station.

Out of Scope Items:

None.
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Station Engineering and Design Summary STRUCTURAL
Page 3

Other Miscellaneous / Issues / Coordination / Etc.:

None.

SPCC Plan:

This station is not required to maintain an SPCC Plan.

BID
ONLY
-
NOT
FOR
CONSTRUCTION
CAT ITEMS
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
B&F
01 0000003797 6.00 B&F SUPPORT(S), BUS, ALUM (1/0-400 AA), (1/0-336 ACSR) TO 3"
B.C., BOLTED
HOMAC 01/15/202401700471ASBD-40-3
02 0000003738 6.00 B&F TERMINAL, ALUM, (1/0-400 AA), (1/0-336 ACSR) TO 4H PAD,
BOLTED
HOMAC 01/15/202401700471A7M-40-4N
03 0000003728 9.00 B&F TERMINAL, ALUM, 2" SPS TO 4H PAD, BOLTEDBURNDY 01/15/202401700471NA18A-4N
04 0000003788 3.00 B&F CONNECTOR, TEE, ALUM 2" SPS PIPE RUN TO 2" SPS PIPE
TAP, BOLTED
BURNDY 01/15/202401700471NNT18A18A
05 0000003453 100.00 B&F CONDUCTOR, ALUM, 4/0 AWG AAAC 7-STR ALLIANCE PER
SPEC CND-BARE-AL
GENERCABLE 01/15/202401700471ALLIANCE
06 0000004759 2.00 B&F INSULATOR, STATION POST, 3" B.C., 15KV, TR-205,
PORCELAIN
LAPPINSUL 01/15/202401700471315205-70
07 0000003559 40.00 B&F CONDUCTOR, CU, 1/2" SPS BUS TUBULAR, SCH 40, 110
ALLOY, 20' STICKS
GENERCABLE 01/15/202401700471BY DESCRIPTION
08 0000004473 1.00 B&F CAP, ENTRANCE, ALUM, 2", CLAMP TYPE, F/RIGID CONDUITBRIDGEPORT 01/15/2024017004711256
11 0000031877 1.00 B&F CONNECTOR, LIQUIDTIGHT, 3", STRAIGHT, INSULATED, METAL
CONDUIT FITTINGS
APPLETON 01/15/202401700471STB-300
18 0000003952 12.00 B&F BELL, CORONA, ALUM, 2" SPS, DRIVE FIT, BOLTED, END CAPSBURNDY 01/15/202401700471LB18A
19 0000004751 6.00 B&F INSULATOR, STATION POST, 3" B.C., 69KV, 350KV BIL,
PORCELAIN
LAPPINSUL 01/15/202401700471315216-70
20 0000003488 180.00 B&F CONDUCTOR, ALUM, 2" SPS BUS TUBULAR, SCH 40, 6063-T6
ALLOY, 20' LENGTH
AFLTELEC 01/15/202401700471200S40YT6B
21 0000003733 6.00 B&F TERMINAL, ALUM, (1/0-400 AA), (1/0-336 ACSR) TO 2H PAD,
BOLTED
HOMAC 01/15/202401700471A7M-40-2N
22 0000050948 3.00 B&F TERMINAL, ALUM, TWO (1/0-400 AA) (1/0-336 ACSR) TO 3",
4H PAD, BOLTED
HOMAC 01/15/202401700471A7MM1-40-4N
23 0000003776 3.00 B&F CONNECTOR, TEE, ALUM 2" SPS PIPE RUN TO (250-1000AA)
(300-795 ACSR) CABLE TAP BOLTED
HOMAC 01/15/202401700471A6MT-J-100
24 0000003457 20.00 B&F CONDUCTOR, ALUM, ACSR 397.5 26/7 IBIS NON-SPECULAR
PER SPEC CND-BARE-AL
GENERCABLE 01/15/202401700471270965
25 0000003737 3.00 B&F TERMINAL, ALUM, (250-1000 AA), (300-795 ACSR) TO 4H
PAD, BOLTED
HOMAC 01/15/202401700471A7M-100-4N
29 0000003711 4.00 B&F TERMINAL, CU, 1/2" SPS PIPE TO 2H PAD, BOLTEDBURNDY 01/15/202401700471NA13-2N
30 0000003712 1.00 B&F TERMINAL, CU, (4-600 KCMIL, 0.232" - 0.893") TO 2H PAD,
BOLTED
HOMAC 01/15/2024017004717ME-60-2N
31 0000004442 6.00 B&F CONDUIT, IMC, 2", GALV STEEL, 10', THREADED W/1 COUPLER
ATTACHED
ALLIEDSTL 01/15/2024017004712" IMC
32 0000003520 10.00 B&F CONDUCTOR, CU, BARE 500 KCMIL 37-STR SOFT DRAWN CU
CND , LENGTH VARIES
ANIXWIRCAB 01/15/2024017004711B-50037
33 0000003909 1.00 B&F TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1H PADBURNDY 01/15/202401700471YA26-L
34 0000003805 9.00 B&F SUPPORT(S), BUS, ALUM 2" SPS TO 3" B.C., BOLTEDBURNDY 01/15/202401700471UHG18A-3
35 0000004752 6.00 B&F INSULATOR, STATION POST, 3" B.C., 35KV, TR-210,
PORCELAIN
LAPPINSUL 01/15/202401700471315210-70
36 0000003833 7.00 B&F CONNECTOR, TEE, ALUM 2" SPS PIPE RUN TO 2H PAD,
BOLTED
HOMAC 01/15/202401700471ABNT-J-2N
37 0000059405 3.00 B&F CONNECTOR, CU, TIN-PLATED, TRANSITION PLATE, 2-HOLE, 2"
X 3"
HOMAC 01/15/202401700471GB-9557-2
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
B&F
38 0000003782 4.00 B&F CONNECTOR, TEE, CU 1/2" SPS PIPE RUN TO 1/2" SPS PIPE
TAP BOLTED
BURNDY 01/15/202401700471NT1313
39 0000003733 7.00 B&F TERMINAL, ALUM, (1/0-400 AA), (1/0-336 ACSR) TO 2H PAD,
BOLTED
HOMAC 01/15/202401712237A7M-40-2N
40 0000004143 1.00 B&F STUD, GROUND, 5/8" HEX BRASS 1/2"-13 UNC THREADSTETONMACHI 01/15/202401712237TM-114-1
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
BUS PT
01 0000003452 30.00 BUS PT CONDUCTOR, ALUM, 2/0 AWG AAAC 7-STR ANAHEIM PER
SPEC CND-BARE-AL
ALCAN 01/15/202401712242BY DESCRIPTION
02 0000004442 20.00 BUS PT CONDUIT, IMC, 2", GALV STEEL, 10', THREADED W/1 COUPLER
ATTACHED
ALLIEDSTL 01/15/2024017122422" IMC
03 0000004467 3.00 BUS PT PLUG, GALV, 1", RECESSED, THREADED, PLG SERIESCROUSE 01/15/202401712242PLG3
04 0000004586 1.00 BUS PT HUB, CONDUIT, 2", RIGID, SCREWTITE/RAINTIGHT, ZINC
PLATED
BRIDGEPORT 01/15/202401712242156DC
05 0000004590 1.00 BUS PT LOCKNUT, RIGID, 3" LOCKNUT, F/CONDUITBRIDGEPORT 01/15/202401712242108-S
06 0000005386 10.00 BUS PT CONDUIT, PVC, 2", SCH 40, 10', GRAY W/ 1 BELLED ENDCANTEX 01/15/202401712242A52CA12
07 0000005490 1.00 BUS PT BUSHING, PROTECTIVE, 3", PLASTIC, INSULATING,
F/THREADED RIGID/IMC CONDUIT
BRIDGEPORT 01/15/202401712242328
08 0000005501 1.00 BUS PT ADAPTER, PVC, SCH 40, 3", MALE, TERMINAL ADAPTERS,
F/NONMETALLIC CONDUIT, GRAY
CANTEX 01/15/2024017122425140110
09 0000022518 10.00 BUS PT CONDUIT, FLEXIBLE, 1", 100FT/BX, LIQUIDTIGHT OR SEALTITE,
GRAY
ANACONDA 01/15/20240171224234231
10 0000022552 6.00 BUS PT CONNECTOR, LIQUIDTIGHT, 1", STRAIGHT, INSULATED
FLEXIBLE METAL CONDUIT FITTINGS
THOMABETTS 01/15/2024017122425334
11 0000022734 3.00 BUS PT BUSHING, REDUCING, 2" X 1", STEEL, F/RIGID CONDUIT OR
IMC, THREADED, FLUSH TYPE
BRIDGEPORT 01/15/2024017122421173
12 0000056423 1.00 BUS PT CONDULET, TYPE T, 2", IRON ALLOY BODY W/GASKET, &
COVER, F/RIGID/IMC CONDUIT
CROUSE 01/15/202401712242T67 CG
13 0000057593 1.00 BUS PT MODULE, AUXILIARY, PT JUNCTION BOX, 3PH, 1-TERT, DWG#
21D-71877, XV3
IPCOESHOP 01/15/20240171224272-XV3
14 0000005794 10.00 BUS PT CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"H X 1-5/8"W,
#12, 10', METAL FRAMING
COOPBLINE 01/15/202401712242B22SHGALV120
15 0000014462 4.00 BUS PT NUT, HEX, 5/16", USS-NC, GRADE 5, ZINC PLATEDFASTENAL 01/15/20240171224236104
16 0000014675 4.00 BUS PT WASHER, FLAT, 5/16", USS, ZINC PLATEDFASTENAL 01/15/2024017122421133006
17 0000019248 4.00 BUS PT CAPSCREW, STEEL, 5/16"-18 X 1-1/4", USS-NC, GRADE 5,
ZINC PLATED
FASTENAL 01/15/20240171224213057
18 0000019263 20.00 BUS PT CAPSCREW, STEEL, 3/8"-16 X 1", USS-NC, GRADE 5, ZINC
PLATED
FASTENAL 01/15/202401712242110120344
19 0000028078 5.00 BUS PT CLAMP, STRUT, 2", 1-NUT, 1-BOLT, & 2-STRAPS, STEEL,
F/RIGID OR PIPE
ALLIEDTUBE 01/15/202401712242PS 1100-2
20 0000029780 10.00 BUS PT CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"W X 13/16"H,
#14, 10', METAL FRAMING
COOPBLINE 01/15/202401712242B54SHGALV120
21 0000046832 4.00 BUS PT NUT, SPRING, STRUT, 5/16", 5/16 THICKNESSSUPERSTRUT 01/15/202401712242A-100-5/16
22 0000055348 2.00 BUS PT BOLT, ANCHOR, HOLLO-BOLT, HEX, 1/2" X 2-3/8",
W/EXPANSION SLEEVE, F/STRUCTURAL STEEL
LINDAINTER 01/15/202401712242LHBM12#1
23 0000003853 8.00 BUS PT CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO
4/0 STR BRONZE BODY, S.S. BOLT
HUBBPOWSYS 01/15/202401712242GC-209
24 0000003867 4.00 BUS PT CONNECTOR, SPLIT BOLT, CU, F/2/0 STRANDED CONDUCTORBLACKBURN 01/15/2024017122422B20
25 0000003909 1.00 BUS PT TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1H PADBURNDY 01/15/202401712242YA26-L
26 0000003944 2.00 BUS PT TERMINAL, CABLE, TO LUG OFFSET 1/8" BY 1" W/ 2H, NEMA
SPACING
ERICO 01/15/202401712242B102CEOL
27 0000028809 30.00 BUS PT CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61'
COIL P/MATL 6-202
ANIXWIRCAB 01/15/2024017122421B-20219-IPCO1 COILS
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
C&C
01 0000005386 10.00 C&C CONDUIT, PVC, 2", SCH 40, 10', GRAY W/ 1 BELLED ENDCANTEX 01/15/202401712247A52CA12
02 0000005388 80.00 C&C CONDUIT, PVC, 4", SCH 40, 10', GRAY W/ 1 BELLED ENDCANTEX 01/15/202401712247A52EA12
03 0000038155 32.00 C&C BEND, PVC, 2", SCH 40, 90 DEG, 18" RADIUS, GRAY W/1
BELLED END
CARLON 01/15/202401712247UA9CJB
04 0000005433 16.00 C&C BEND, PVC, 3", SCH 40, 90 DEG, 24" RADIUS, GRAY W/1
BELLED END
CANTEX 01/15/2024017122475233837
05 0000005441 2.00 C&C BEND, PVC, 4", SCH 40, 90 DEG, 36" RADIUS, GRAY W/1
BELLED END
CANTEX 01/15/2024017122475233842
06 0000005419 9.00 C&C BEND, PVC, 2", SCH 40, 45 DEG, 36" RADIUS, GRAY W/1
BELLED END
CANTEX 01/15/2024017122475233778
07 0000005420 6.00 C&C BEND, PVC, 3", SCH 40, 45 DEG, 36" RADIUS, GRAY W/1
BELLED END
CANTEX 01/15/2024017122475233779
08 0000005421 2.00 C&C BEND, PVC, 4", SCH 40, 45 DEG, 36" RADIUS, GRAY W/1
BELLED END
CANTEX 01/15/2024017122475233777
09 0000004442 20.00 C&C CONDUIT, IMC, 2", GALV STEEL, 10', THREADED W/1 COUPLER
ATTACHED
ALLIEDSTL 01/15/2024017122472" IMC
10 0000004586 1.00 C&C HUB, CONDUIT, 2", RIGID, SCREWTITE/RAINTIGHT, ZINC
PLATED
BRIDGEPORT 01/15/202401712247156DC
11 0000005387 270.00 C&C CONDUIT, PVC, 3", SCH 40, 10', GRAY W/ 1 BELLED ENDCANTEX 01/15/202401712247A52DA12
12 0000005500 7.00 C&C ADAPTER, PVC, SCH 40, 2", MALE, TERMINAL ADAPTERS,
F/NONMETALLIC CONDUIT, GRAY
CANTEX 01/15/2024017122435140108
13 0000005489 7.00 C&C BUSHING, PROTECTIVE, 2", PLASTIC, INSULATING,
F/THREADED RIGID/IMC CONDUIT
BRIDGEPORT 01/15/202401712243326
14 0000004589 7.00 C&C LOCKNUT, RIGID, 2", STEEL, F/CONDUITBRIDGEPORT 01/15/202401712243106-S
15 0000005501 7.00 C&C ADAPTER, PVC, SCH 40, 3", MALE, TERMINAL ADAPTERS,
F/NONMETALLIC CONDUIT, GRAY
CANTEX 01/15/2024017122435140110
16 0000004590 7.00 C&C LOCKNUT, RIGID, 3" LOCKNUT, F/CONDUITBRIDGEPORT 01/15/202401712243108-S
17 0000005490 7.00 C&C BUSHING, PROTECTIVE, 3", PLASTIC, INSULATING,
F/THREADED RIGID/IMC CONDUIT
BRIDGEPORT 01/15/202401712243328
18 0000005495 1.00 C&C ADAPTER, PVC, SCH 40, 2" FEMALE ADAPTER CND FITTING
W/ 11-1/2" TPI & REMOVE PRINTING
RACEWAYS 01/15/202401712243S80-2EXTFA
19 0000005496 2.00 C&C ADAPTER, PVC, SCH 40, 3" FEMALE ADAPTER CND FITTING
W/8" TPI & REMOVE PRINTING
RACEWAYS 01/15/202401712243S80-3EXTFA
20 0000022555 6.00 C&C CONNECTOR, LIQUIDTIGHT, 2", STRAIGHT, INSULATED
FLEXIBLE METAL CONDUIT FITTINGS
THOMABETTS 01/15/2024017122435337
21 0000031877 4.00 C&C CONNECTOR, LIQUIDTIGHT, 3", STRAIGHT, INSULATED, METAL
CONDUIT FITTINGS
APPLETON 01/15/202401712243STB-300
22 0000027225 12.00 C&C CONDUIT, FLEXIBLE, 2", GRAY, 50FT/BX, LIQUIDTIGHT OR
SEALTITE
ALFLEX 01/15/202401712243U200000501
23 0000031863 10.00 C&C CONDUIT, FLEXIBLE, 3", LIQUIDTIGHT, GRAY, 25'/BOXANACONDA 01/15/20240171224334281
24 0000032002 2.00 C&C CONDULET, TYPE LB, 3", F/PVC, CANTEXCANTEX 01/15/2024017122435133670
25 0000005502 3.00 C&C ADAPTER, PVC, SCH 40, 4", MALE, TERMINAL ADAPTERS,
F/NONMETALLIC CONDUIT, GRAY
CANTEX 01/15/2024017122435140112
26 0000005491 3.00 C&C BUSHING, PROTECTIVE, 4", PLASTIC, INSULATING,
F/THREADED RIGID/IMC CONDUIT
BRIDGEPORT 01/15/202401712243330
27 0000004591 3.00 C&C LOCKNUT, RIGID, 4", STEEL, F/CONDUITBRIDGEPORT 01/15/202401712243110-S
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
DEL
01 0000058324 2.00 DEL LUMINAIRE, LED, FLOOD LIGHT, EVOLVE, 70W, 9300LM,
4000K, 120-277V
GECO 01/15/202401700902EFM1010BB77740NAK2DKBZ
02 0000038731 2.00 DEL SWITCH, TOGGLE, DPDT 3A AT 125VAC LT DUTY METAL BAT
HANDLE SILVER SOLDER TYPE CONTACT
GCTHORSEN 01/15/20240170090235-132
03 0000056405 2.00 DEL CONDULET, TYPE LB, 2", IRON ALLOY BODY W/GASKET, &
COVER, F/RIGID/IMC CONDUIT
CROUSE 01/15/202401700902LB67 CG
04 0000033255 2.00 DEL PLUG, PLASTIC, PROTECTIVE PUSH-IN F/2" PIPECROUSE 01/15/202401700902PPC-200
05 0000002274 2.00 DEL BOX, JUNCTION, 8"W X 8"H X 4"D, WP, SCREW COVER, 3R
NEMA, GRAY, 4 KNOCKOUTS
COOPBLINE 01/15/202401700902884 RTSC
06 0000019232 36.00 DEL CAPSCREW, STEEL, 1/4"-20 X 1", USS-NC, GRADE 5, ZINC
PLATED
FASTENAL 01/15/202401700902110120304
07 0000016496 16.00 DEL NUT, SPRING, STRUT, 1/4", 1/4" THICKNESSCOOPBLINE 01/15/202401700902N224-1/4PLTD
08 0000029780 20.00 DEL CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"W X 13/16"H,
#14, 10', METAL FRAMING
COOPBLINE 01/15/202401700902B54SHGALV120
10 0000005794 20.00 DEL CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"H X 1-5/8"W,
#12, 10', METAL FRAMING
COOPBLINE 01/15/202401700902B22SHGALV120
11 0000025540 40.00 DEL CONDUIT, IMC, 1", GALV STEEL, 10', THREADED, W/ 1
COUPLER ATTACHED
ALLIEDSTL 01/15/2024017009021" IMC
12 0000004583 2.00 DEL HUB, CONDUIT, 1", RIGID, SCREWTITE/RAINTIGHT, ZINC
PLATED
BRIDGEPORT 01/15/202401700902153DC
13 0000056202 10.00 DEL CLAMP, STRUT, 1", 1-NUT, 1-BOLT, & 2-STRAPS, STEEL,
F/RIGID OR PIPE
COOPBLINE 01/15/202401700902B2010 ZN
14 0000003763 2.00 DEL CONNECTOR, STRAIGHT, 1/2" STRAIGHT CGB .375-.500 DIA
MALE CORD GRIP
CROUSE 01/15/202401700902CGB194
15 0000005386 1.00 DEL CONDUIT, PVC, 2", SCH 40, 10', GRAY W/ 1 BELLED ENDCANTEX 01/15/202401700902A52CA12
16 0000022555 6.00 DEL CONNECTOR, LIQUIDTIGHT, 2", STRAIGHT, INSULATED
FLEXIBLE METAL CONDUIT FITTINGS
THOMABETTS 01/15/2024017009025337
17 0000005495 3.00 DEL ADAPTER, PVC, SCH 40, 2" FEMALE ADAPTER CND FITTING
W/ 11-1/2" TPI & REMOVE PRINTING
RACEWAYS 01/15/202401700902S80-2EXTFA
18 0000027225 15.00 DEL CONDUIT, FLEXIBLE, 2", GRAY, 50FT/BX, LIQUIDTIGHT OR
SEALTITE
ALFLEX 01/15/202401700902U200000501
19 0000003909 2.00 DEL TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1H PADBURNDY 01/15/202401700902YA26-L
20 0000003944 4.00 DEL TERMINAL, CABLE, TO LUG OFFSET 1/8" BY 1" W/ 2H, NEMA
SPACING
ERICO 01/15/202401700902B102CEOL
21 0000028809 20.00 DEL CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61'
COIL P/MATL 6-202
ANIXWIRCAB 01/15/2024017009021B-20219-IPCO1 COILS
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
EQP
01 0000048964 1.00 EQP T012XFMR, PML, 225KVA, 12470/7200 277/480, 3PH, % Z 1.8, AMIABB 01/15/202401673807BY DESCRIPTION
02 0000044899 6.00 EQP T012FUSE, L.V., RK1, 300A, 600VAC/300VDC, CURRENT LIMITINGBUSS 01/15/202401673807LPS-RK-300SP
03 0000001677 3.00 EQP 051FFUSE, POWER, SWITCH MOUNT 200A 69KV VERT OFFSET
SMD-1A
S&C 01/15/202401673807192056
04 0000006179 6.00 EQP 051FFUSE, SMD, TYPE 1A, 150E, 69KV, VERY SLOW SPEEDS&C 01/15/202401673807566150
05 0000001543 4.00 EQP LTC PT & BUS PTSXFMR, VOLTAGE, OUTDOOR 15KV 7200:120 PRI:SEC 0.3%
ACC AT Y BURDEN
ARTECUSA 01/15/202401673807757320009-H
06 0000013714 1.00 EQP 051LSWITCH, 3P, 34.5KV, 1200A, ALDUTI-RUPTER, OUT, PRI,
VERTICAL BREAK, INTEGER STYLE
S&C 01/15/202401673807135914R2
07 0000001675 1.00 EQP 011FFUSE, POWER, SWITCH MOUNT 200A 15KV VERT OFFSET
SMD-20
S&C 01/15/202401673807192222R2-E
08 0000027213 2.00 EQP 011FFUSE, SMU, TYPE 20, 8K, 15KV, K SPEEDS&C 01/15/202401673807702008
09 0000001204 1.00 EQP T011XFMR, CN1, 25KVA, 12470GRDY/7200, 120/240, PER SPEC
XFMR-1PH-OH
COOPER 01/15/202401673807BY DESCRIPTION
10 0000055140 3.00 EQP TRENCHTRENCH, POLYMER, CABLE SYSTEM, 2016 H-20, HIGH
DENSITY POLYMER CONCRETE WITH NO DIVIDER
OLDCENCSOL 01/15/2024017004612016 H-20
11 0000049134 6.00 EQP FUSE, SMU, TYPE 20, 40K, 15KV, K SPEEDS&C 01/15/202401700461702040
12 0000055261 4.00 EQP FUSE, L.V., RK1, 150A, 250VAC/125VDC, CURRENT LIMITINGBUSS 01/15/202401700461LPN-RK-150SP
13 0000046238 2.00 EQP SWITCH, SAFETY, HVY DUTY, FUSIBLE, 3W, 2P, 240VAC,
200A, NEMA 3R
GECO 01/15/202401700461TH3224R
14 0000047934 1.00 EQP SWITCH, TRANSFER, DBL-THROW, NO-FUSE, 4W, 3P,
240VAC, 200A, NEMA 3R
GECO 01/15/202401700461TC10424R
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
FND
01 0000056013 8.00 FND BOLT, ANCHOR, GALV 1" X 66", 7" THREAD, HEX HEAD,
STRAIGHT
PORTBOLMAN 01/15/20240170046217530
02 0000055979 8.00 FND BOLT, THREADED, 3/4" X 12", THREADED STEEL ROD
ANCHOR, F/CONCRETE, HILTI HAS-E
HILTI 01/15/202401700462385434
03 0000059973 1.00 FND PAD, CONCRETE, PRECAST, 96" X 144" X 36"D,
TRANSFORMER FOUNDATION, WT 43,265 LBS
IDAHPRECON 01/15/20240170046220-20050370
04 0000059812 1.00 FND FOUNDATION, SUPPORT, PRECAST CONCRETE, LIGHT POLE
BASE, 24"DIA X 6'H, W/ 3/4" BOLTS
IDAHPRECON 01/15/20240170046220-20030365
05 0000054700 8.00 FND ADHESIVE, ANCHORING, HYBRID, 500ML, INJECTABLE
MORTAR F/CONCRETE, HILTI HIT-HY 200-A
HILTI 01/15/2024017004622022792
06 0000014457 16.00 FND NUT, HEX, 3/4", GRADE 5, ZINC PLATEDFASTENAL 01/15/2024017004621136316
07 0000014664 16.00 FND WASHER, FLAT, 3/4", USS, ZINC PLATEDFASTENAL 01/15/20240170046233018BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
GND
01 0000003678 4.00 GND CARTRIDGE, SHOT, WELDING CHARGE #90ERICO 01/15/202401700453#90
02 0000042928 30.00 GND CONDUCTOR, CU, #6 SOLID, 6" CENTER, GROUND MAT W/2/0
STR CBL WELDED, 4'X100'
HUBBPOWSYS 01/15/202401700453GM-410066C2/0
03 0000044063 450.00 GND CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND,
1250' REELS
ANIXWIRCAB 01/15/2024017004531B-20219R-IPCO
05 0000004692 2.00 GND BRAID, COPPER, 3/4", TINNED, F/ GROUNDING STATION GATESANIXWIRCAB 01/15/2024017004531FB-0075
06 0000004120 2.00 GND CONNECTOR, GROUND, 2" TO #4-2/0, TYPE GAR, CLAMPBURNDY 01/15/202401700453GAR1826
07 0000004122 2.00 GND CONNECTOR, GROUND, 3-1/2" TO #4-2/0, ROD, TYPE GAR,
CLAMP
BURNDY 01/15/202401700453GAR2126
08 0000004118 2.00 GND CONNECTOR, GROUND, 1-1/4" TO #4-2/0, TYPE GAR, CLAMPBURNDY 01/15/202401700453GAR1626
09 0000003661 6.00 GND CONDUCTOR, CU, CW #4A CMP BARE TYPE A EHS 30%
CONDUCTIVITY
COPPERWELD 01/15/202401700453BY DESCRIPTION
10 0000028806 20.00 GND CONDUCTOR, CU, BARE #6 SOLID SOFT DRAWN CU CND 500'
COIL P/MATL 6-202
ANIXWIRCAB 01/15/2024017004531A-0601-IPCO
11 0000014661 4.00 GND WASHER, FLAT, 1/2", USS, ZINC PLATEDFASTENAL 01/15/2024017004531133012
12 0000005095 4.00 GND BOLT, MACHINE, 1/2" X 4", GALV W/SQ HEAD & ONE SQ NUT
MACHINE BOLT
ALLIEBOLPRO 01/15/20240170045310037
13 0000003795 4.00 GND CONNECTOR, CU, GROUND 2/0-250 CABLE TO FLAT BARBURNDY 01/15/202401700453GB29
14 0000003663 400.00 GND CONDUCTOR, CU, CCS #7 BARE 7/16" 7-STR DEAD SOFT
ANNEALED 40% CONDUCTIVITY
ANIXWIRCAB 01/15/2024017004531B-0707CW-IPCO
15 0000028811 20.00 GND CONDUCTOR, CU, BARE 250 KCMIL 37-STR SOFT DRAWN CU
CND 650' REEL P/MATL 6-202
ANIXWIRCAB 01/15/2024017004531B-25037-IPCO
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
LTC
01 0000003619 10.00 LTC CONDUCTOR, CU, 1/C, 2/0, 19-STR, USE-2, RHH, RHW-2,
600V, 90C, 88' COILS
ANIXTBROS 01/15/2024017004573LS-2021
02 0000058208 1.00 LTC HUB, MOUNTING, 1", THREADED, BOLT-ONEATON 01/15/202401700457DS100H1
03 0000004467 1.00 LTC PLUG, GALV, 1", RECESSED, THREADED, PLG SERIESCROUSE 01/15/202401700457PLG3
04 0000004589 1.00 LTC LOCKNUT, RIGID, 2", STEEL, F/CONDUITBRIDGEPORT 01/15/202401700457106-S
05 0000005386 10.00 LTC CONDUIT, PVC, 2", SCH 40, 10', GRAY W/ 1 BELLED ENDCANTEX 01/15/202401700457A52CA12
06 0000005489 1.00 LTC BUSHING, PROTECTIVE, 2", PLASTIC, INSULATING,
F/THREADED RIGID/IMC CONDUIT
BRIDGEPORT 01/15/202401700457326
07 0000005500 1.00 LTC ADAPTER, PVC, SCH 40, 2", MALE, TERMINAL ADAPTERS,
F/NONMETALLIC CONDUIT, GRAY
CANTEX 01/15/2024017004575140108
08 0000022518 10.00 LTC CONDUIT, FLEXIBLE, 1", 100FT/BX, LIQUIDTIGHT OR SEALTITE,
GRAY
ANACONDA 01/15/20240170045734231
09 0000025540 10.00 LTC CONDUIT, IMC, 1", GALV STEEL, 10', THREADED, W/ 1
COUPLER ATTACHED
ALLIEDSTL 01/15/2024017004571" IMC
10 0000022552 1.00 LTC CONNECTOR, LIQUIDTIGHT, 1", STRAIGHT, INSULATED
FLEXIBLE METAL CONDUIT FITTINGS
THOMABETTS 01/15/2024017004575334
11 0000022558 1.00 LTC CONNECTOR, LIQUIDTIGHT, 1", 90 DEG, INSULATED FLEXIBLE
METAL CONDUIT FITTINGS
THOMABETTS 01/15/2024017004575354
12 0000043966 1.00 LTC PANELBOARD, LOADCENTER, TYPE BR, 125A MAIN LUG,
4-CIRCUIT, NEMA 3R ENCLOSURE
EATON 01/15/202401700457BR24L125RP
13 0000043967 1.00 LTC BREAKER, CIRCUIT, 1P, 10A , 120V/240V, #14-4 WIRE, BR
TYPE CIRCUIT BREAKER
CUTLER 01/15/202401700457BR110
14 0000043968 1.00 LTC BAR, GROUND, 5-CIRCUIT, F/TYPE BR LOADCENTERCUTLER 01/15/202401700457GBK5
15 0000005794 10.00 LTC CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"H X 1-5/8"W,
#12, 10', METAL FRAMING
COOPBLINE 01/15/202401700457B22SHGALV120
16 0000014675 8.00 LTC WASHER, FLAT, 5/16", USS, ZINC PLATEDFASTENAL 01/15/2024017004571133006
17 0000019248 8.00 LTC CAPSCREW, STEEL, 5/16"-18 X 1-1/4", USS-NC, GRADE 5,
ZINC PLATED
FASTENAL 01/15/20240170045713057
18 0000019263 20.00 LTC CAPSCREW, STEEL, 3/8"-16 X 1", USS-NC, GRADE 5, ZINC
PLATED
FASTENAL 01/15/202401700457110120344
19 0000029780 10.00 LTC CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"W X 13/16"H,
#14, 10', METAL FRAMING
COOPBLINE 01/15/202401700457B54SHGALV120
20 0000046832 8.00 LTC NUT, SPRING, STRUT, 5/16", 5/16 THICKNESSSUPERSTRUT 01/15/202401700457A-100-5/16
21 0000056202 5.00 LTC CLAMP, STRUT, 1", 1-NUT, 1-BOLT, & 2-STRAPS, STEEL,
F/RIGID OR PIPE
COOPBLINE 01/15/202401700457B2010 ZN
22 0000003853 5.00 LTC CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO
4/0 STR BRONZE BODY, S.S. BOLT
HUBBPOWSYS 01/15/202401700457GC-209
23 0000003867 2.00 LTC CONNECTOR, SPLIT BOLT, CU, F/2/0 STRANDED CONDUCTORBLACKBURN 01/15/2024017004572B20
24 0000003909 1.00 LTC TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1H PADBURNDY 01/15/202401700457YA26-L
25 0000003944 2.00 LTC TERMINAL, CABLE, TO LUG OFFSET 1/8" BY 1" W/ 2H, NEMA
SPACING
ERICO 01/15/202401700457B102CEOL
26 0000028809 30.00 LTC CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61'
COIL P/MATL 6-202
ANIXWIRCAB 01/15/2024017004571B-20219-IPCO1 COILS
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
MISC
04 0000049593 2.00 MISC SIGN, WARNING, 12"X18", WARNING HAZARDOUS VOLTAGE,
BLACK & ORANGE ON WHITE BKGRD
DESIGNER 01/15/202401700453DD-49593-1218-IPC
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
SWT
01 0000032488 2.00 SWT BOLT, U, 5/16" X 3", SS, W/HEX NUTS, F/2-1/2" PIPEMCMASTER 01/15/2024017122518896T131
02 0000004553 1.00 SWT COVER, OUTLET, WEATHERPROOF RECEPTACLE W/FACE DIA.
1.68"-1.72", /FS & FD BOXES
HUBBWIRDEV 01/15/202401712251HBL7424WO
03 0000002034 1.00 SWT SWITCH, TOGGLE, WALL, 30A, 120-277VAC, 2P, BROWN
HANDLE
HUBBWIRDEV 01/15/202401712251HBL3032
04 0000014739 1.00 SWT BOX, OUTLET, METAL, 1-GANG, 3/4" KNOCKOUT,
WEATHERPROOF, W/3 KNOCKOUTS
PASSSEYMO 01/15/202401712251WPB33
05 0000002274 1.00 SWT BOX, JUNCTION, 8"W X 8"H X 4"D, WP, SCREW COVER, 3R
NEMA, GRAY, 4 KNOCKOUTS
COOPBLINE 01/15/202401712251884 RTSC
06 0000004091 1.00 SWT PAD, GROUND, 72-GP02, F/ SWITCHBOARD, SEE B-47844IPCOFAB 01/15/20240171225172-GP02
07 0000002391 1.00 SWT RAIL, DIN, 1/2"D, F/ SNAP-IN RELAY & AUX EQUIP MTG PR5, 2
METERS(EA)=6FT
ENTRELEC 01/15/2024017122511SNA178529R0400
08 0000002207 6.00 SWT TERMINAL, BLOCK, M4/6 22-12 AWG ENTRELEC 6MM GRAY
BODY DIN RAIL MNT, W/AL2 TEST INSERT
ENTRELEC 01/15/2024017122511SNA115217R1400
09 0000002209 1.00 SWT TERMINAL, BLOCK, END SECTION FEM6 2.8MM PLASTIC
GRAY, F/ M4/6 & M6/8 TERMINAL BLOCKS
ABB 01/15/2024017122511183681600
10 0000002211 2.00 SWT TERMINAL, BLOCK, END STOP PLASTIC 10MM UNIVERSAL
GRAY
ABB 01/15/2024017122511SNK900001R0000
11 0000005500 2.00 SWT ADAPTER, PVC, SCH 40, 2", MALE, TERMINAL ADAPTERS,
F/NONMETALLIC CONDUIT, GRAY
CANTEX 01/15/2024017122515140108
12 0000004589 2.00 SWT LOCKNUT, RIGID, 2", STEEL, F/CONDUITBRIDGEPORT 01/15/202401712251106-S
13 0000005489 2.00 SWT BUSHING, PROTECTIVE, 2", PLASTIC, INSULATING,
F/THREADED RIGID/IMC CONDUIT
BRIDGEPORT 01/15/202401712251326
14 0000016496 4.00 SWT NUT, SPRING, STRUT, 1/4", 1/4" THICKNESSCOOPBLINE 01/15/202401712251N224-1/4PLTD
15 0000003909 1.00 SWT TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1H PADBURNDY 01/15/202401712251YA26-L
16 0000028809 20.00 SWT CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61'
COIL P/MATL 6-202
ANIXWIRCAB 01/15/2024017122511B-20219-IPCO1 COILS
17 0000029780 10.00 SWT CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"W X 13/16"H,
#14, 10', METAL FRAMING
COOPBLINE 01/15/202401712251B54SHGALV120
BID
ONLY
-
NOT
FOR
CONSTRUCTION
Item Cat Id QTY Filter MFT PART MANUF.CATALOG_DESC MR Need Date Notes
YLP
01 0000058324 2.00 YLP LUMINAIRE, LED, FLOOD LIGHT, EVOLVE, 70W, 9300LM,
4000K, 120-277V
GECO 01/15/202401712252EFM1010BB77740NAK2DKBZ
02 0000059812 1.00 YLP FOUNDATION, SUPPORT, PRECAST CONCRETE, LIGHT POLE
BASE, 24"DIA X 6'H, W/ 3/4" BOLTS
IDAHPRECON 01/15/20240171225220-20030365
03 0000005432 1.00 YLP BEND, PVC, 2", SCH 40, 90 DEG, 24" RADIUS, GRAY W/1
BELLED END
CANTEX 01/15/2024017122525133924
04 0000060225 1.00 YLP REDUCER, PVC, 1-1/2" X 2", SCH 40, SWEDGE, MALE TO
MALE
CARLON 01/15/202401712252E952JH
05 0000003909 4.00 YLP TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1H PADBURNDY 01/15/202401712252YA26-L
06 0000028809 20.00 YLP CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61'
COIL P/MATL 6-202
ANIXWIRCAB 01/15/2024017122521B-20219-IPCO1 COILS
07 0000058327 1.00 YLP BRACKET, MOUNTING, FLOODLIGHT, STEEL BULLHORN, 36",
FITS POLES W/ 2-3/8" OD
GECO 01/15/202401712252FBSB2B2TTPP
08 0000060527 1.00 YLP POLE, STEEL, 25', F/LED FLOOD LIGHT SUBSTATIONIPCOFAB 01/15/20240171225221D-78830
09 0000044932 2.00 YLP CONNECTOR, GROUND, #6 SOLID CU, .162" TO #11 REBAR
1.375"
BURNDY 01/15/202401712252GAR164C
10 0000016748 2.00 YLP CONNECTOR, GROUND, #6 SOLID CU .162" TO #14 REBAR
1.75"
BURNDY 01/15/202401712252GAR174C
11 0000003944 4.00 YLP TERMINAL, CABLE, TO LUG OFFSET 1/8" BY 1" W/ 2H, NEMA
SPACING
ERICO 01/15/202401712252B102CEOL
12 0000003677 4.00 YLP CARTRIDGE, SHOT, WELDING CHARGE #65ERICO 01/15/202401712252#65
13 0000003853 5.00 YLP CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO
4/0 STR BRONZE BODY, S.S. BOLT
HUBBPOWSYS 01/15/202401712252GC-209
14 0000003945 2.00 YLP TERMINAL, CABLE, TO LUG OFFEST 1/4 X 1" W/ 2H & NEMA
SPACING
ERICO 01/15/202401712252B102EEOL
15 0000003682 60.00 YLP CARTRIDGE, SHOT, WELDING CHARGE #200ERICO 01/15/202401712252#200
16 0000003867 2.00 YLP CONNECTOR, SPLIT BOLT, CU, F/2/0 STRANDED CONDUCTORBLACKBURN 01/15/2024017122522B20
BID
ONLY
-
NOT
FOR
CONSTRUCTION

Internal Use Only
STRUCTURAL NAMEPLATE ENGRAVING REQUEST
NEED DATE: CLICK OR TAP TO ENTER A DATE.
STATION: WBUT WO: 27530769 DESIGNER: MCCAMISH MR: 01713190

STR NAMEPLATES
SIZE QTY FIRST LINE SIZE QTY FIRST LINE
G - VERTICAL 1.75" x 6.375" 1 051L N/A
H - HORIZONTAL 6.25" x 1.75" 1 T051 N/A

G - VERTICAL 1.75" x 6.375" 1 051F N/A

H - HORIZONTAL 6.25" x 1.75" 1 011F N/A

H - HORIZONTAL 6.25" x 1.75" 1 T011 N/A

N/A
N/A

N/A
N/A

N/A
N/A

N/A
N/A

N/A
N/A

N/A
N/A

N/A
N/A

N/A
N/A

N/A
N/A

BID ONLY - NOT FOR CONSTRUCTIONI I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
PROJ. ID-MFT #
LOCATION CHQ EXT.2796 DATE 10/11/2023 MR#1713174
W.O. TASK 02 COST CTR.415 STATION CODE WBUT CONTROL PROJECT
STRUCTURAL PROJECT X
OTHER
RES.QTY PAINT DESCRIPTION OF MATERIAL NEED RESERVED FOR
DESC.COLOR DATE SHOP USE
1 GALV 01/15/23
1 GALV 01/15/23
1 GALV 01/15/23
1 GALV 01/15/23
1 GALV 01/15/23
MS----------MACHINE SHOP AL----------ALUMINUM GA--------GALVANIZE Stores-Station Area Email
PA---------PAINT SHOP ST---------STEEL PC---------POWDER COAT Steve Carpenter-M&E Hard Copy & Email
SEND COMPLETED MATERIAL TO:
FINISH MFT COPY DISTRIBUTION
NUMBER
21D-79186-1
21D-79348-1
BUS SUPPORT BRACKET
STRUCTURAL DETAIL LOAD CENTER
RESOURCE
21D-11375-2
DESIGNER
27530769
Randal Jay McCamish
WBUT210001-S01
UPGRADE STATION & REMOVE WOODEN STRUCTURE
STRUCTURAL DETAIL ALDUIT-RUPTER
MECHANICAL MATERIAL FABRICATION TRANSMITTAL
PROJECT DESCRIPTION
PASSPORT W.O.
21D-79350-1
WBUT210001-S01WBUT210001-S01PROJ. ID-MFT #
DRAWING
Other -
Stores-Station Area - Tracy Ussery
21D-79177-1
STRUCTURAL DETAIL BUS SUPPORT
3 PHASE BUS PT
MATERIAL
BID ONLY - NOT FOR CONSTRUCTION
I
ELECTRICAL MATERIAL FABRICATION TRANSMITTAL PROJ. ID-MFT #
DESIGNER LOCATION EXT.DATE MR#
W.O. TASK COST CTR.STATION CODE CONTROL PROJECT
STRUCT PROJECT
OTHER.......
QTY DRAWING PANEL DESCRIPTION OF MATERIAL NEED RESERVED FOR
NUMBER NUMBER DATE SHOP USE
Stores-Station Area Email
Scott Nydegger M&E Hard Copy & Email
PROJ. ID-MFT #
MFT COPY DISTRIBUTION
SEND COMPLETED MATERIAL TO:
PROJECT DESCRIPTION
PASSPORT W.O.
Stores-Station Area - Tracy Ussery
0
Other -
NOTES
BID ONLY - NOT FOR CONSTRUCTION
I
I
STRUCTURAL CONSTRUCTION DOCUMENTS
FOR
WILSON BUTTE STATION
Upgrade station & remove wooden structure
JEROME COUNTY, IDAHO
WBUT210001 W.O. #27530769
BID ONLY - NOT FOR CONSTRUCTION
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21 D-11286-1
21 D-11321-1
21D-67466-1
21 D-11286-1 RM
21D-11321-1RM
21D-11373-1RM
21D-12573-1RM
21D-12574-1RM
21 D-11371 -1 RM
21 D-11375-1 RM
21D-11375-2RM
21D-11374-1 ,2,3
21D-75147-1
21D-11373-1
21D-12573-1
21D-12574-1
21D-11371-1
21D-79176-1
21 D-11375-1 ,2
21D-79177-1
21D-79382-1
21D-79185-1
21 D-78995-1
21D-79182-1
21D-79184-1
21D-79162-1
21D-79163-1
21D-79365-1
21D-79181-1
21D-79104-1
21D-79186-1
21D-79348-1
21D-79350-1
®
An IDACORP Company
DESCRIPTION
GENERAL LOCATION PLAN
GENERAL LOCATION
CONTROL DIAGRAMS
SINGLE LINE
SWITCHING DIAGRAM
REMOVAL DRAWINGS
GENERAL LOCATION
SINGLE LINE
FENCE PLAN
GROUNDING PLAN
CABLE & CONDUIT PLAN
FOUNDATION PLAN
ELEVATIONS & SECTIONS
ELEVATIONS & SECTIONS
ELEVATIONS & SECTIONS (RETIRE)
PLAN DRAWINGS
YARD PLAN
FENCE PLAN
GROUNDING PLAN
CABLE & CONDUIT PLAN
FOUNDATION PLAN
ELEVATION DRAWINGS
ELEVATIONS & SECTIONS
ELEVATIONS & SECTIONS
ELEVATIONS & SECTIONS
ELEVATIONS & SECTIONS
ELEVATIONS & SECTIONS
FOUNDATION DETAIL DRAWINGS
PIER FOUNDATION DETAILS
FOUNDATION DETAILS
FOUNDATION DETAILS
TRENCH DETAIL
FENCE DETAIL DRAWINGS
FENCE DETAILS
GATE DETAIL
GATE APRON DETAIL
STRUCTURAL DETAIL DRAWINGS
STRUCTURAL DETAIL
STRUCTURAL DETAIL
STRUCTURAL DETAIL
STRUCTURAL DETAIL
DRAWING LIST
34.
35.
36.
37.
21 D-79368-1
21D-XXXXX-X
21D-XXXXX-X
21D-XXXXX-X
YARD LIGHTING DETAIL DRAWINGS
YARD LIGHTING
APPARATUS DRAWINGS
S&C "ALDUTI" 1200-34.5 SWITCH
14MA TRANSFORMER
S&C "SMD-1 A" 150E LINK
CONTACTS
IPC PROJECT LEADER:
YOUNG UM [phone]
IPC AREA APPARATUS LEADER:
GREG HABEL [phone]
IPC AREA SPC LEADER:
MICHAEL. WILCOX [phone]
IPC AREA COMM LEADER:
ADAM MATTSON [phone]
IPC STRUCTURAL ENGINEER:
HUNTER HODGES [phone]
IPC STRUCTURAL DESIGNER:
RANDY MCCAMISH [phone]
IPC CONTROL ENGINEER:
JASON CLACK [phone]
IPC CONTROL DESIGNER:
BRADLEY GRUTZIUS [phone]
IPC OUTAGE COORDINATOR:
ERIC BAKIE [phone]
IPC MATERIALS AREA LEADER:
JAMES JONES [phone]
NOTES
STRUCTURAL DESIGN CRITERIA:
1. 2012/2015 IBC SEISMIC:
A. SEISMIC SITE CLASS = D
B. SEISMIC RISK CATEGORY = IV (ESSENTIAL FACILITIES)
C. SDS = 0.204
D. SD1 = 0.134
2. IBC WIND LOAD:
A. BASIC WIND SPEED = 90 MPH
B. WIND EXPOSURE CATEGORY = C
C. WIND IMPORTANCE FACTOR = 1.15
APPLICABLE CODES USED:
NATIONAL ELECTRICAL CODE
NESC
NOTES:
2014 EDITION
2017 EDITION
1 . ALL CONSTRUCTION SHALL COMPLY WITH THE
FOLLOWING PROVISIONS:
-IPC GENERAL REQUIREMENTS
-IPC CONSTRUCTION SPECIFICATIONS
-ALL APPLICABLE AND LOCAL REGULATIONS
AND ORDINANCES
PROJECT LOCATION
IDAHO
PROJECT
LOCATION
JEROME COUNTY, IDAHO
IPC SOUTHERN REGION
T.1 OS., R.20E, SECTION 27, B.M.
LAT. 42' 31' 59"N (42.533)
LONG. 114' 6' 11 "W { -114.103)
ELEV. 4180'
STATION ADDRESS:
2125 E. 1300 S
HAZELTON, ID 83335
E
D
C
B
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WATERS OF THE U.S., NOTIFY STATIONS ENGINEERING.
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3. DRIVEWAY BElWEEN ROAD AND GATE TO BE CONSTRUCTED WITH 12"
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FENCE PLAN
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11 01-04-2023 c
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WO # 27379610
MF /RGB/pei/jrl
~ 11-20-15
Remove 052F from drawing
(previously removed)per area
field returns. ◄
w.o. 27134942-03
KSK/aad
~ 11-7-22
Replace SCADA DART with
Ibex and upgrade station.
WBUT210001
w.o. 27530769
IU
SINGLE LINE
APPROVAL
Control Engineer JAC
Structural Engineer ERS
Syat. Prol Engineer CB
Dist. Prat. Engineer SM
Apparatus Engineer RKV
C
◄
Planning Eng.(138kV t) __
Planning Eng.(69kV -J,) ___!_
SYSPRO Area Leader MW
COMM Area Leader AM
Apparatus Area Leader .Jili....
Grid Op. Engineer , ,
REV Metering
Project Leader
RETURN BY II
TO JASON CLACK
w.o. 27530769
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REFERENCE DRAWINGS
LAT. 42° 31' 59"
LONG. 114° 06' 17"
WILSON BUTTE STATION
SINGLE LINE
IDAHO POWER COMPANY BOISE. IDAHO
SCALE: NONE DATE: 6/3/1956
APPR~ 19 DS. JRT 21 D-11321
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REFERENCE DRAWINGS
LAT. 42° 31' 59"
LONG. 114° 06' 17"
WILSON BUTTE STATION
SWITCHING DIAGRAM
IDAHO POWER COMPANY BOISE. IDAHO ~
SCALE: NONE DATE: 8/1/2013 ~
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NAVIGABLE WATERS OF THE U.S. IF ANY CHANGE
IS MADE THAT COULD AFFECT THE ABILITY OF OIL
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T.1 OS, R.20E, BOISE MERIDIAN
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79' 4'
11 0.0'
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.....
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2. FUSED DISCONNECT (051 F)
3. TRANSMISSION SWITCHES (051T AND 052T) -
THESE WILL BE REPLACED OUTSIDE THE STATION.
4. GROUND SWITCH (051 M)
5. LOW SIDE AIR BREAK (051 L)
6. LOCAIL SERVICE TRANSFORMERS AND FUSES (011 F
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7. CT'S
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CHANGE TRANSFORMER
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~ 10-7-09
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13 8-16-96
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15 4-1-00
REMOVED KWH, CCW, &
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16 10-14-09
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0-11371-1
0-12573-1
0-11286-1
0-11436-(1-4)
0-6999-160P
0-67466-1
LAT. 42° 31' 59"
LONG. 114° 06' 17"
FOUNDATION PLAN
GROUNDING PLAN
GENERAL LOCATION PLAN
AC SCHEMATIC
PATROL MAP
SWITCHING DIAGRAM
WILSON BUTTE STATION
SINGLE LINE
IDAHO POWER COMPANY BOISE. IDAHO
SCALE: NONE DATE: 6/3/1956
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(D ST A TION NAME SIGN ...................................................... 1 EA.
(V WARNING HAZARDOUS VOLTAGE SIGN ( 49593) .............. 6 EA.
1 08-13-2013
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2 6-1-56
ADD GROUND SWITCH,
GROUND ON POLE, O.C.B.
CASE GROUND FOR FK14. 4
RSH LOE
3 2-17-11
CONVERT TO HYBRID .
INST ALL GROUNDING AND
0 ASSOCIATED EQUIPMENT
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swrJ WBUT120001 W.O. 27379610
SWM/AJJ
5 11-03-2020
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VARl170005 WBUT
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WILSON BUTTE STATION
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SCALE: 3/16" = 1'-0" DATE: 05-04-1955
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LOAD
ENTER
2. IN AREA WHERE CONDUIT CANNOT BE REMOVED,
LABEL AS "ABANDONED IN PLACED" ON FIELD
RETURNS.
3. REPAIR ANY GROUNDING CONDUCTOR DAMAGED
CONSTRUCTION.
4. IN EXISTING STATIONS OR WHERE EXISTING
GROUND GRIDS AND UNDERGROUND CIRCUITS ARE
PRESENT, TRENCHING SHALL BE BY HAND FROM
A DEPTH OF 6 INCHES ABOVE TO THE DEPTH OF
5• BELOW CIRCUIT AND GROUND GRID ELEVATION.
WORK MAY PROCEED WITH MACHINE EXCAVATIONS
AT ALL OTHER DEPTHS WHERE SPACE AND
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5. BACKFILL AND COMPACT DISTURBED EARTH PER
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EXTEND OUTSIDE OF FENCE TO ROW,
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MARK LOCATION FOR QWEST.
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POLE
10
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8
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1 5-23-55
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CHANGE LIST FOR FK14.4
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RSH LOE
4 4-6-59
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RTG LFT
5 11-9-72
ADDED CABLE NO. 26
FOR RADIO ALARM ANT.
FTB LFT
6 3-11-75
FIELD CORRECTIONS
GWP TWP
7 2-17-11
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INSTALL CABLE & CONDUIT
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CSE
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RADIO ALARM ANTENNA
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FTB LFT
~ 2-25-11
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~ 08-13-2013
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lHIS STATION IS NOT REQUIRED TO MAINTAIN AN
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NAVIGABLE WATERS OF THE U.S. IF ANY CHANGE
IS MADE THAT COULD AFFECT THE ABILITY OF OIL
SPILLED FROM THE STATION TO REACH NAVIGABLE
WATERS OF THE U.S., NOTIFY STATIONS ENGINEERING.
NEW 10/20 GATE
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CONSTRUCTION NOTES:
1. INSTALL STEEL DEAD-END STRUCTURE (STATION STANDARD) ON
NEW DRILLIED PIER CAST-IN-PLACE CONCRETE FOUNDATIONS
A CORRECT PHASING COMING INTO THE STATION IS 3-2-1
(WEST-TO-EAST)
B. INSTALL NEW LED LIGHTS ON DEAD END (L 1, L2)
2. INSTALL FUSED DISCONNECT SWITCH (051 F)
3. INSTALL NEW 14MVA TRANSFORMER ON NEW CAST-IN-PLACE
CONCRETE FOUNDATION (T051)
4. STEEL BUS TEES (15kV) ON NEW DRILLED PIER CAST-IN-PLACE
CONCRETE FOUNDATIONS:
A NEW BUS PTs & LTC PT
B. NEW LOW SIDE DISCONNECT SWITCH (051 L)
5. MOVE GATE AWAY FROM ROAD TO IMPROVE SAFETY
6. MOVE WEST FENCE AWAY FROM PROPERTY LINE
A INSTALL CONCRETE CURBING UNDER NEW FENCE
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COMMUNICATION
POLE -_, ' '
7. INSTALL NEW GROUND WIRE OUTSIDE OF FENCE
8. INSTALL NEW CONCRETE CURB AROUND SOUTH, EAST, AND
NORTH SIDE OF YARD TO MATCH EXISTING CURB ON WEST SIDE
OF YARD
9. INSTALL NEW FUSED DISCONNECT SWITCH AND LOCAL SERVICE
TRAMSFORMER (011 F, T011)
10. INSTALL NEW AC LOAD CENTER ON NEW STRUCTURE NEAR AMI
TRANSFORMER
11. INSTALL (3) NEW SECTIONS OF SURFACE TRENCH
12. THE EXISTING TRANSMISSION SWITCHES WILL BE REPLACED ON
TRANSMISSION STRUCTURES OUTSIDE THE YARD
13. THE EXISTING DISTRIBUTION POLES AND GET-AWAY CONDUCTOR
WILL BE REPLACE BY DISTRIBUTION
14. UPGRADE AMI TRANSFORMER TO 225kVA (T012)
15. INSTALL NEW 40K LINKS (012F)
16. CONTRACTOR SHALL FURNISH AND INSTALL FILL MATERIAL TO
BACKFILL EXCAVATION AND DEPRESSIONS AND ENSURE THE
YARD IS COMPLETED TO IPC SPECIFICATION 95-116 AT
COMPLIETION OF THE PROJECT.
17. CONTRACTOR SHALL FURNISH AND INSTALL 4" LAYER OF FINISH
GRADE CRUSHED ROCK INSIDE STATION FENCE AND 5' OUTSIDE
FENCE AT COMPLIETION OF PROJECT.
A-11373
C-11371
D-12573
D-11374
--D-11375 D-11321
FENCE PLAN
YARD FOUNDATION PLAN
GROUNDING PLAN
46KV STRUCTURE ELEVATIONS
12.5KV STRUCTURE ELEVATIONS
SINGLE LINE DIAGRAM
WILSON BUTTE STATION
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DS. RJM APPROVED 21 D-7514 7 ~
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FENCE PLAN NOTES:
1. FENCE, CURBING AND FENCE GROUNDING SHALL BE INSTALLED
PER IPC SPECIFICATIONS.
2. REFER TO DRAWING FOR FENCE GROUNDING DETAILS.
3. TO COMPLY WITH LEGAL REQUIREMENTS, REPLACE ALL DANGER
SIGNS WITH NEW WARNING SIGNS. WARNING SIGNS SHALL BE MOUNTED
WITH THE TOP OF THE SIGN AT 5' -o• ABOVE FINISHED GRADE.
4. WARNING SIGNS SHALL BE FURNISHED BY OWNER AND INSTALLED BY
CONTRACTOR/CREW.
5. PRIVACY SLATS ARE NOT REQUIRED.
PER DRAWING 21D-79163-1
NEW RETROFIT CONCRETE CURB\
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LEGEND:
(D ST A TION NAME SIGN ...................................................... 1 EA.
(V WARNING HAZARDOUS VOLTAGE SIGN ( 49593) .............. 6 EA.
1 08-13-2013
REDRAWN IN AUTOCAD.
REPLACE BREAKERS 011A,
5~ 012A, 013A.
WBUT120001 W.O. 27379610
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2 01-04-2023
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GROUNDING PLAN NOTES:
1. ALL NEW GROUNDING SHALL BE 2/0 CU UNLESS
OTHERWISE NOTED.
2. INSTALL NEW GROUNDING PER IPCO SPECIFICATION
95-179. GROUND NEW STRUCTURES, EQUIPMENT,
SURFACE TRENCH AND CONTROL CABINETS.
3. ALL MOLDS REQUIRED TO MAKE EXOTHERMIC
CONNECTIONS SHALL BE FURNISHED BY THE
CONTRACTOR.
4. CONNECT STATION GROUND TO SURFACE TRENCH
GROUND CONDUCTORS ON BOTH SIDES OF TRENCH
AT EACH LOCATION WHERE TRENCH CROSSES
GROUND GRID OR EVERY 50' (MINIMUM).
5. REPAIR ANY GROUNDING CONDUCTOR THAT IS
DAMAGED DURING CONSTRUCTION .
6. WHERE EXISTING GROUND GRIDS AND
UNDERGROUND CIRCUITS ARE PRESENT, TRENCHING
SHALL BE BY HAND FROM A DEPTH OF 6 INCHES
ABOVE TO A DEPTH OF 6 INCHES BELOW CIRCUIT
AND GROUND GRID ELEVATION. THE CONTRACTOR
MAY PROCEED WITH MACHINE EXCAVATIONS AT ALL
OTHER DEPTHS WHERE SPACE AND ACCESS PERMIT.
7. BACKFILL AND COMPACT DISTURBED EARTH PER
IPCO SPECIFICATION 95-116.
8. NEW GROUND CONDUCTOR TO BE 15• (MIN) BELOW
FINISH GRADE.
1 6-30-55
RELOCATED TRANSFORMER
RSH LOE DPS
2 6-1-56
ADD GROUND SWITCH,
GROUND ON POLE, O,C.B,
CASE GROUND FOR FK14. 4
RSH LOE
3 2-17-11
CONVERT TO HYBRID,
INST ALL GROUNDING AND
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VARI 170005 WBUT
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6 01-04-2023
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STRUCTIJRES .
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3 SCALE: 3/16. = 1·-0· DATE: 05-04-1955 (J1
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CABLE & CONDUIT PLAN NOTES:
1. INSTALL NEW CONDUIT PER IPCO SPECIFICATION
2. STUB AND CAP SPARE CONDUIT. IDENTIFY CAP LOCATION WITH RED ELEC. MARKER
BALLS (CID f/47484) USE LOCATING ACCESSORY (CID f/47485) TO LOCATE MARKER
BALLS IN THE FUTURE.
3. REPAIR ANY GROUNDING CONDUCTOR THAT IT DAMAGED DURING CONSTRUCTION.
4. IN EXISTING SUBSTATION OR WHERE EXISTING GROUND GRIDS AND UNDERGROUND
CIRCUITS ARE PRESENT, TRENCHING SHALL BE DONE BY HAND FROM A DEPTH OF
6 INCHES ABOVE TO A DEPTH OF 6 INCHES BELOW CIRCUIT AND GRID ELEVATION.
THE CONTRACTOR MAY PROCEED WITH MACHINE EXCAVATIONS AT ALL DEPTHS WHERE
SPACE AND ACCESS PERMIT.
5. BACKFILL AND COMPACT DISTURBED EARTH PER SPECIFICATION 95-116.
..
~YARD LIGHT SWITCH PER
DWG. 21 D-79368-1
1-3" PVC --1,11>
2-3" PVC...)
(1 SPARE)
1-2" PVC
□
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T051
051F
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6. ENCASE ALL PRIMARY VOLTAGE CONDUIT IN FLOWABLE FILL PER IPC SPECIFACATION 95-125.
SPECIFICATION 95-125.
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L2
STUB AND CAP.
,,_ CONTINUATION BY DISTRIBUTION
1-2" PVC _£
2-3" PVC""\.. 1-3" PVC-, / \'------++-1NOTE: 1-2" PVC
EXTEND OUTSIDE OF FENCE TO ROW,
INSERT PULL STRING, PLUG END.
MARK LOCATION FOR QWEST.
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7
6
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4
3
2
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... REV.
w 5-23-55
CHANGED CONDUITS 7,8,9.
RSH
l!,J6-30-55
RELOCATED TRANSFORMER.
RSH LOE
~6-30-55
REMOVED CABLE & CONDUIT.E
LIST & GAVE NUMBER,
CHANGE LIST FOR FK14.4
& GND SW. ADDITION.
RSH LOE
l!,J4-6-59
FIELD CHANGES.
RTG LFT
~11-9-72
ADDED CABLE NO. 26
FOR RADIO ALARM ANT.
FTB LFT
1--r---------I l!j3-11-75
FIELD CORRECTIONS
GVvP TVvP
lZJ 2-17-11
CONVERT TO HYBRID.
INSTALL CABLE & CONDUIT
MJO AND ASSOCIATED EQUIPMENT
WITH AMI INST ALL
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REPLACE BREAKERS 011A,
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Add ( 1 )2'' Conduit from
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Relay Replacement
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CSE
~ 11-03-2020
S~ INSTALL NEW CONDUITS FOR
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ANTENNA.
VARI 170005 WBUT
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SWM/PJC
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VARI 170005 WBUT
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l.!!J 01-04-2023
STATION UPGRADE AND
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STRUCTURES.
WBUT2100D1
WOf27530769
HTF /ERS/RJM
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REFERENCE DRAWINGS
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SUPERCEDES C-11372
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SCALE: 3/1 s· = 1'-o· DATE: 05-05-1955 (J1
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DS. LFT APPROVED 21D-12574 ~
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FOUNDATION SCHEDULE
FND ID. CAT. ID. QTY. TYPE DETAIL DWG NO. DESCRIPTION
61A 59973 1 PRECAST 21D-79184-1 TRANSFORMER FOUNDATION
618 -2 PIER 21 D-79182-1 DEADEND FOUNDATION
61C -1 PIER 21 D-78995-1 HIGH BUS SUPPORT FOUNDATIONS
61D -2 PIER 21D-79185-1 AC LOAD CENTER
61E 59812 1 PRECAST 21-78495-1 YARD LIGHT
I
1 5-3-55 DPS
ADDED FEEDER WN13.
CHANGED TRANSF. & OCB'S.
RSH LOE
2 6-30-55 DPS
RELOCATED TRASNFORMER.
RSH LOE
3 11-9-72
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6 EA.
3 EA.
2 EA.
1 EA.
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4 EA.
4 EA.
20 EA.
5 EA.
10 FT.
4 EA.
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BUS PT INSTALLATION MATERIAL
DESCRIPTION
XFMR, VOLTAGE, GE"JW/-5" OUTDOOR, 200KV BIL, 35KV 19920/34500 PRI, SEC
120, 60:1
CONDUCTOR, ALUM, 2/0 AWG AMC 7-STR ANAHEIM
CONDUIT, IMC, 2", GALV STEEL, 10', THREADED, W/1 COUPLER ATTACHED
1" CONDUIT HOLE PLUG F /SPARE CONDUIT ENTRANCE AT PT
HUB, CONDUIT, 2'', RIGID, SCREWTITE/RAINTIGHT, ZINC PLATED
LOCKNUT, RIGID, 3", STEEL, F /CONDUIT
CONDUIT, PVC, 3", SCH 40, 10', GRAY W/1 BELLED END
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ADAPTER, PVC, SCH 40, 3", MALE, TERMINAL ADAPTER, GRAY
CONDUIT, FLEXIBLE, 1 ", 1 OOFT /BOX, LIQUIDTIGHT, GRAY
CONNECTOR, LIQUIDTIGHT, 1 ", STRAIGHT, INSULATED FMC FITTING
BUSHING, REDUCING, 2" X 1 ", STEEL, F /RIGID CONDUIT OR IMC, THREADED, FLUSH
TYPE
CONDULET, TYPE T, 2", IRON ALLOY BODY W/GASKET & COVER
MODULE, AUXILIARY, PT JUNCTION BOX XV3, PER DWG. 21 D-71877-1
UNISTRUT 1-5/8"H x 1-5/8"W, 12 GA. FOR CONDUIT MTG.
5/16" NUT
5/16" FLAT WASHER
5/16" x 1-1/4" CAPSCREW
3/8" x 1" CAPSCREW
CLAMP, STRUT, 2", 1-NUT, 1-BOLT, 2-STRAPS, STEEL, F /RIGID PIPE
UNISTRUT 1-5/8"W x 13/16"H, 14 GA. FOR BOX MTG.
NUT, SPRING, STRUT, 5/16" THICKNESS
BOLT, ANCHOR, HOLLO-BOLT, HEX, 1/2'' X 2-3/8", W/EXPANSION SLEEVE
CONNECTOR, CU, TYPE VISE, CASE GROUND
CONNECTOR, SPLIT BOLT, CU
TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1 H PAD
TERMINAL, CABLE TO LUG OFFSET 1/8"X1" W/2H NEMA SPACING
CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU
NOTES:
1. FIELD TAP HOLES IN STRUCTURE FOR ALL UNISTRUT AND GROUND LUG
MOUNTING. SECURE UNISTRUT WITH TWO BOLTS MINIMUM.
2. ALL MATERIAL SHOWN SHALL BE SPECIFIED AND ORDERED BY
STRUCTURAL DESIGNER UNLESS OTHERWISE NOTED.
CAT. ID.
1543
3452
4442
4467
4586
4590
5388
5490
5501
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22734
56423
57593
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28078
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55348
3853
3867
3909
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NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
210-72280-1.
STATION UPGRADE AND
REMOVE WOODEN
Ef'IG STRUCTURES.
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IF MOUNTING BUS PTs TO EXISTING
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41
45
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QUANTllY DESCRIPTION
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10 FT. CONDUCTOR, CU, 1 /C, 2/0, 19-STR, USE-2, RHH, RHW-2, 600V, 90C
1 EA. HUB, MOUNTING, 1 ", THREADED, BOLT-ON
1 EA. 1" CONDUIT HOLE PLUG F /SPARE CONDUIT ENTRANCE AT PT
1 EA. LOCKNUT, RIGID, 2", STEEL, F /CONDUIT
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1 EA. CONNECTOR, LIQUIDTIGHT, 1 ", STRAIGHT, INSULATED FMC FITTING
1 EA. CONNECTOR, LIQUIDTIGHT, 1" 90", INSULATED FMC FITTING
1 EA. PANELBOARD, LOADCENTER, TYPE BR, 125A MAIN LUG, 4-CIRCUIT, NEMA
3R ENCLOSURE, CUTLER-HAMMER
1 EA. BREAKER, CIRCUIT, 1P, 10A , 120V/240V, #14-4 WIRE, BR TYPE CIRCUIT
BREAKER
1 EA. BAR, GROUND, 5-CIRCUIT, F /TYPE BR LOADCENTER
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8 EA. 5/16" FLAT WASHER
8 EA. 5/16" x 1-1/4" CAPSCREW
20 EA. 3/8" x 1" CAPSCREW
10 FT. UNISTRUT 1-5/8"W x 13/16"H, 14 GA. FOR BOX MTG.
8 EA. NUT, SPRING, STRUT, 5/16" THICKNESS
5 EA. CLAMP, STRUT, 1 ", 1-NUT, 1-BOLT, 2-STRAPS, STEEL, F /RIGID PIPE
5 EA. CONNECTOR, CU, TYPE VISE, CASE GROUND
2 EA. CONNECTOR, SPLIT BOLT, CU
1 EA. TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1 H PAD
2 EA. TERMINAL, CABLE TO LUG OFFSET 1 /8"X1" W/2H NEMA SPACING
30 FT. CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU
NOTES:
1 .
2.
0
FIELD TAP HOLES IN STRUCTURE FOR ALL UNISTRUT AND GROUND LUG
MOUNTING. SECURE UNISTRUT WITH TWO BOLTS MINIMUM.
ALL MATERIAL SHOWN SHALL BE SPECIFIED AND ORDERED BY
STRUCTURAL DESIGNER UNLESS OTHERWISE NOTED.
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NEMA 3R ENCLOSURE
(43966)
CAT. ID.
1543
3619
58208
4467
4589
5386
5489
5500
22518
25540
22552
22558
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43967
43968
5794
14675
19248
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29780
46832
56202
3853
3867
3909
3944
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NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
210-72281-1.
STATION UPGRADE AND
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TOP OF CONCRETE
CIRCULAR TIES
EQUALLY SPACED
(STAGGER LAPS 180°)
(
VERTICAL REBAR
PIER FOUNDATION SCHEDUL E
PLAN STRUCTURE DESCRIPTION & FOUNDATION TOTAL PIER PIER
DESIGNATION DRAWING NUMBER QlY EMBEDMENT DIAMETER
A B
BUS SUPPORT STRUCTURE
61C (HIGH BUS) 1 8' -0" 3' -0"
21 D-79348-1
ALDUTI SUPPORT 61C STRUCTURE 21D-79350-1 1 8' -0" 3' -0"
LOAD CENTER STRUCTURE 61D 2 6'-o" 2'-0" 21 D-79350-1
HEAVY HEX -, ',,
NUTS (TYP) ---q::p ----+--~
STD WASHERS
LAP
SEE NOTE 5
CIRCULAR TIES
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ANCHOR BOLTS
VERTICAL REBAR CIRCULAR TIES
C D
(4) #8 8'-6"L (10) #4 2' -6"¢
(4) #8 8'-6"L (10) #4 2' -6"¢
(4) #8 5'-6"L (8) #4 1'-6"¢
2
l=J 01 -04 -2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
210-64994-1.
ANCHOR BOLTS
E
ANCHOR BOLT ANCHOR BOLT EQUIPMENT
PROJECTION SPACING ID
F G
STATION UPGRADE AND
REMOVE WOODEN
STRUCTURES.
WBUT210001
W0#27530769
(4) 1"¢ X 66"L
Hrn/ERS/RJM •
CID #56013 7" 18" X
(4) 1"¢ X 66"L
CID #56013 7" 18" X
(4) 3/4" X 12"L
HILTI EPOXY BOLTS 5" 8" CB1/CB2
CID #55979
NOTES:
1. CONCRETE SHALL BE REINFORCED, FORMED, PLACED, AND
FINISHED IN ACCORDANCE WITH IPCO SPECIFICATION 95-125.
2. APPLY A 1" X 45° CHAMFER TO ALL EXPOSED CONCRETE
EDGES.
3. ANCHOR BOLTS SHALL BE PROVIDED BY IPCO UNLESS
OTHERWISE NOTED. REFER TO STRUCTURE DRAWINGS FOR
ANCHOR BOLT PATTERN
4. REFER TO FOUNDATION PLAN FOR FOUNDATION PLACEMENT.
5. THE REINFORCEMENT LAP LENGTH FOR CIRCULAR TIES SHALL
BE 18".
6. QUANTITIES INDICATED ON SCHEDULE ARE PER PIER. ALL
QUANTITIES REQUIRED TO COMPLETE FOUNDATION WORK SHALL
BE FIELD VERIFIED.
7. CREW (CONTRACT OR IPCO) SHALL FURNISH AND INSTALL ALL
CONCRETE, REBAR, FORMS, AND TEMPLATES REQUIRED TO
COMPLETE WORK SHOWN.
8. REFER TO FOUNDATION PLAN FOR TOC ELEVATION AND REVEAL
ABOVE FINISH GRADE.
21 D-11371-1 FOUNDATION PLAN
WILSON BUTTE STATION
PIER
FOUNDATION DETAIL
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DS. RJM APPROVED 21 D-78995
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-DR. RJM ~
REV. CH. HTH 1
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BASE PLATE r@ ~
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ANCHOR BOLTS, QTY. VARIES ~'-./
SEE FABRICATOR DWGS--tt----~ I '~ I
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2" RIDGID CONDUIT EMBEDDED IN CONCRETE
DEADEND FOUNDATION, STUBBED AND CAPPED
FOR FUTURE FIBER INSTALLATION. COORDINATE
PLACEMENT OF CONDUIT WITH TRANSITIONAL
FIBER OPTIC SPLICE DRAWING, C&C PLAN,
AND IPC COMMUNICATIONS ENGINEER
POLE
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ar----1 _I ----tt----++--i-a -if--~'-MAX. TO TOP CIRCULAR TIE STEEL
·CL, EXISTING GRADE
ANCHOR BOLT PROJECTION
REFERENCE ANCHOR BOLT
MANUFACTURE DRAWINGS.
~ / f /:~ :v" L /y/)-»~) PIER PROJECTION A.G.
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11
11
REFERENCE MANUFACTURER DWGS
FOR ANCHOR BOLT INFO.
CIRCULAR TIE STEEL SEE
FOUNDATION SCHEDULE
DIAMETER
SEE FOUNDATION
SCHEDULE
I I
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I
+a---------t----
1
. // //
SEE FOUNDATION SCHEDULE FO~'"-"-//
LAP LENGTH OF STEEL TIE BAR )
(STAGGER LAPS 180')
SEE FOUNDATION SCHEDULE
FOR SIZE AND SPACING
FOUNDATION ASSEMBLY
WITH ANCHOR BOLTS & REBAR
L 3• MIN. COVER
HORIZONTAL REINFORCING
EQUALLY SPACED .
SEE FOUNDATION SCHEDULE
LONGITUDINAL REINFORCING
EQUALLY SPACED.
SEE FOUNDATION SCHEDULE
3" MINIMUM CLEARANCE
FROM BOTTOM OF STEEL
REINFORCEMENT TO SOIL
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SEE NOTE 5
GROUT NOT REQ'D.
UNLESS NOTED.
1" CHAMFER
(TYP.)
'
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(16748)
TOP OF CONCRETE
'---ANCHOR BOLTS
_J s-7-2o23
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
21D-56133-1.
STATION UPGRADE AND
REMOVE WOODEN
STRUCTURES.
WBUT210001
W0#27530769
HTH/ERS/RJM E
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STANDARD CAPPING DETAIL FOUNDATION GROUNDING
* USE FOR ALL PIERS
FOUNDATION SCHEDULE
STRUCTURE TYPE/HEIGHT PIER TOTAL PIER LONGITUDINAL REINFORCEMENT CIRC ULAR TIE STEEL NO. OF PIER
NUMBER DIA. PIER PROJECTION QTY. BAR LENGTH BA R SPACING PIERS SPACING
(FT) LENGTH ABOVE (FT) SIZE SIZ E (IN) (FT) GROUND
61B 69KV /45' 5' -o" 18' -o" 1 '-o" 15 #9 17'-6" # 5 18" 2 24' -0"
BILL OF MATERIALS DEADEND FOUNDATION GROUNDING (PER LEG)
CAT. ID.
44932
16748
28806
QTY. DESCRIPTION MANUFACTURER CATALOG NO.
1 GROUND CONNECTOR, #6 SOLID CU. (1.62") TO #9 REBAR (1.41") BURNDY GAR164C
1 GROUND CONNECTOR, #6 SOLID CU. (1.62") TO 1.75" ANCHOR BOLT BURNDY GAR174C
AS REQ'D CONDUCTOR, CU. BARE #6 SOLID SOFT DRAWN
NOTES:
1. CONTRACTOR TO ENSURE STABILITY AND LOCATION OF ANCHOR BOLT CAGE BEFORE PLACING ANY CONCRETE.
2. CONCRETE STRENGTH AT 28 DAYS = 4500 psi. CONTRACTOR SHALL NOT SET POLES PRIOR TO 14 DAYS AFTER
PLACEMENT UNLESS APPROVED BY THE ENGINEER.
3. VERTICAL REINFORCING STEEL AND CIRCULAR TIE STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
4. TOP OF FOUNDATION SHALL BE DOMED 1" TO FACILITATE WATER DRAINAGE UNLESS OTHERWISE NOTED. SEE
FOUNDATION DRAWINGS.
5. ALL REBAR QUANTITIES ARE BASED ON TOP OF FOUNDATION 1 FOOT ABOVE GRADE, UNLESS OTHERWISE NOTED.
6. ALL REBAR QUANTITIES ARE FOR ONE (1) FOUNDATION.
7. TIE BARS ARE CONTINUALLY RUN FROM 3" BELOW PIER TOP TO 3" ABOVE PIER BOTTOM.
8. SEE FABRICATOR DRAWINGS FOR ANCHOR BOLT, TEMPLATE, AND BASE PLATE DETAILS AND REQUIREMENTS.
9. UPPER TEMPLATE SHOULD BE USED AT BASE PLATE LOCATION UNTIL CONCRETE HAS SET.
10. SEE SPECIFICATIONS AND DOCUMENTATION FOR EXCAVATION (95-116-01) AND CONCRETE (95-125-01) REQUIREMENTS.
11. FOUNDATION DIAMETERS ARE MINIMUM. HOLE SIZES MAY BE INCREASED TO NEXT AVAILABLE AUGER SIZE, WITH ENGINEER
APPROVAL.
12. EMBEDMENT SHALL BE MEASURED FROM CENTER OF FOUNDATION AS STAKED IN THE FIELD
13. CONTRACTOR TO VERIFY CONCRETE VOLUMES AND REBAR QUANTITIES/WEIGHTS.
14. ENGINEERING INSPECTION IS REQUIRED IF GROUND WATER IS ENCOUNTERED.
15. IF GROUND WATER IS ENCOUNTERED, A RECOVERABLE CASING SHALL BE USED.
16. CONTRACTOR SHALL VERIFY TOP CONCRETE ELEVATION WITH ENGINEER BEFORE CONSTRUCTION.
17. DRILLED PIER DEPTH IS NOT THE TOTAL PIER LENGTH. DRILLED PIER DEPTH IS TOTAL PIER LENGTH MINUS PIER
PROJECTION ABOVE GRADE.
18. FOUNDATION DESIGNS ARE BASED ON REFERENCED GEOTECHNICAL ENGINEERING REPORT. ANY DEVIATION FROM THESE
CONDITIONS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO ANY CONCRETE ACTIVITY.
19. LAP LENGTHS FOR CIRCULAR TIES: 19" FOR #4, 24" FOR #5 AND 28" FOR #6.
20. PIER TO BE EMBEDDED ONE PIER DIAMETER MINIMUM INTO COMPETENT ROCK.
21. ALL LEGS OF ONE STRUCTURE SHALL HAVE THE SAME ANCHOR BOLT PATTERN.
69KV BASE REACTIONS
MOMENT = 44.5 FT-KIPS
SHEAR = 12.4 KIPS
VERTICAL = 10.6 KIPS
210-11371-1
t----121D-79104-1
i------i21D-XXXXX-X
xxx-xxxxx-x
REFERENCE DRAWINGS
FOUNDATION PLAN
69KV DEADEND STRUCTURAL DETAILS
TRANSITIONAL FIBER OPTIC SPLICE DRAWING
GEOTECHNICAL REPORT DATED 05/23/2023
WILSON BUTTE STATION
CUSTOM H-FRAME
DEADEND STRUCTURE
FOUNDATION DETAIL
IDAHO POWER COMPANY BOISE, IDAHO
SCALE: 3/4•=1'-0" DATE: 6-7-2023
OS. SWM APPROVED 21 D-79182
-DR. MLN ~\to
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TOP & BOTTOM, EACH WAY
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FOUNDATION)
• • •
A
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OR NATIVE MATERIAL
7--COMPACTED STRUCTURAL
FILL
·--COMPACTED EARTH
OR UNDISTURBED
NATIVE MATERIAL
Z TIE
#5 REBAR
(8 PLACES)
llCJH J I. IIJ
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-
BILL OF MATERIAL
1 IDAHO PRECAST PAD, CONCRETE, PRECAST, 96" X 144" X 36"0, TRANSFORMER FOUNDATION, WT.=43,265 LBS.
l:J 6-07-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
210-71778-1.
STATION UPGRADE AND
REMOVE WOODEN
STRUCTURES.
WBUT210001
W0#27530769
HTH/ERS/RJM -
-
NOTES:
1. ALL EXPOSED CORNERS TO HAVE A 1" CHAMFER.
2. MATERIALS, MANUFACTURING, TRANSPORTATION & INSTALLATION OF
PRE-CAST, REINFORCED CONCRETE UNITS SHALL BE IN ACCORDANCE WITH
DRAWINGS & IPCO SPECIFICATION 95-126 .
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3. PRE-CAST MANUFACTURER SHALL PROVIDE (2) RECESSED LIFTING ANCHORS
ON OPPOSITE SIDES OF SLAB (4 TOTAL).
4. SOILS-OVER EXCAVATE 22" MIN. BELOW FOUNDATION & 12" MIN. ON ALL
SIDES.
5. COMPACT 22" MINIMUM STRUCTURAL FILL TO 95% OF MAXIMUM PROCTOR
(MODIFIED) DRY DENSITY. COMPACT AND TEST STRUCTURAL FILL PER IPC
SPECIFICATION 95-116.
6. THIS FOUNDATION DESIGNED FOR A 14MVA TRANSFORMER ( 120KIPS MAX).
7. CONTRACTOR/CREW RESPONSIBLE FOR PICKUP AT MANUFACTURER AND
DELIVERY TO SITE.
D
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CORNER TIE
#5 REBAR
(8 PLACES)
MATERIAL QUANTITIES:
CONCRETE
10.66 CU. YDS. (FIELD VERIFY)
REBAR
(24) #9 STRAIGHT BARS 7'-6"L
( 18) #9 STRAIGHT BARS 11'-6"L
(8) #5 CORNER TIES
(8) #5 Z TIES
TOTAL REBAR WEIGHT = 1410 LBS.
NOTES:
1. CONCRETE COMPRESSIVE STRENGTH 4,500 PSI @ 28 DAYS.
2. ALL EXPOSED EDGES TO HAVE 1" CHAMFER.
3. THIS FOUNDATION IS DESIGNED FOR <MFR> <MVA>,
<KV>/<K>V, 3~ TRANSFORMER <TXXX>, IPCO <#XXX-XX>.
4. REBAR ASTM A615, GRADE 60.
5. ALL CONCRETE TO MEET IPCO SPECIFICATION 95-125.
6. EXCAVATE BELOW TRANSFORMER 18" MIN. COMPACT AND TEST
STRUCTURAL FILL PER IPC SPECIFICATION 95-116.
..
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PRECAST 14MVA PAD :A
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SCALE: 3/4·=1·-o· DATE: 6-07-2023
DS. RJM APPROVED 21 D-79184 ~
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- ---I--- ---+--- - - - - -~ - -~
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PLAN VIEW
SIDE VIEW
HANDLING HOLES
- - --
--
- - --
WITH REMOVABLE CAPS
NON-SKID
SURFACE
• • + +
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+ +
• + + + + .
~ ~ ~ + + + • + ++ ++t-++ + + + + + + + + +
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TOP OF SURFACE TRENCH
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12" AGG.
·11111131EIII Ill 11131E1 1
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FINISH GRADE
SUBGRADE
SECTION VIEW
14661 5095 3795'1?:;e:m------iT
(2) GROUND CLAMP
CONNECTORS FOR
EACH 1 O' TRENCH
SECTION (1 PER SIDE)
DRIVE AREA SECTION
SEE NOTE 3
I I
LEVELING BLOCK AT
EACH JOINT
ISOMETRIC VIEW
NOTES
1. CUTTING LIDS FOR NONSTANDARD SIZE TRENCH IS ACCEPTABLE.
CUT EDGES MUST BE SEALED.
2. OVER EXCAVATE AND COMPACT FILL AS DIRECTED IN MANUFACTURER'S
PLASTIBETON TRENCH SYSTEM INSTALLATION PACKET.
3. WHERE DESIGNATED ROADWAY CROSSES TRENCH, THE TOP OF THE ROAD
MUST BE LEVEL WITH THE TOP OF THE TRENCH PER DETAIL 1.
4. USE DIAMOND TIP BIT TO FIELD DRILL HOLES FOR GROUNDING.
5. TRENCH SECTIONS ARE H20 TRAFFIC-RATED.
-5-30-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
210-71681-1.
STATION UPGRADE AND
REMOVE WOODEN
STRUCTURES.
WBUT210001
W0#27530769
HTH ERS M
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GROUNDING DETAIL BILL OF MATERIAL-MODEL NO. 2016 (CAT. ID. 55140) REFEREl,ICE [;R!\\Nlll'.~S
ITEM DESCRIPTION
1 1 PLASTIBETON TRENCH
2 3 TRENCH LIDS
3 6 PROTECTION RODS
4 6 PLASTIC CAPS FOR COVERS
5 LEVELING BLOCKS & LIFTING HOOKS
LENGTH WEIGHT
9'-10 1/8" 977.00
3' -3 1 /8" 115.00
WILSON BUTTE STATION ~
PLASTIBETON MODEL 2016 ~
-TRENCH W/LID DETAIL :A
r---i-.;S=-=U:..:..R!.!..:F A:...:.:C=-=E=---T.:..:.R.:.:E:.:..:.N .:..:C H...:.......:D-=ET.:.:..A.:.:.:I L:......i ~
IDAHO POWER COMPANY BOISE, IDAHO I 1-------------'------1--.J
--SCALE: 3/4• = 1•-0• DATE: 5-30-2023 ~
1-----J----:------.....,,.-"T"""----------1 a,
DS. RJM APPROVED 21D-79162-1 "'
-DR. RJM ~ 1--------r--------i ~
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SUITABLE FOR SAW WIDTH
TOP OF CURB 2"
ABOVE FINISH GRADE
OUTSIDE YARD INSIDE YARD
---POST
TOP OF CURB 2"
ABOVE FINISH GRADE
FINISH ROCK
4" FINISH ROCK
5' -0" OUTSIDE YARD
(TO COVER PERIMETER
GROUND WIRE) ---5'-o"--__,
CUT 3" DEEP MIN. FOR
CONTROL OF CRACKING -+------"
CONCRETE MIX TO
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FOR POSTS
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4" FINISH ROCK
5' -0" OUTSIDE YARD
(TO COVER PERIMETER
GROUND WIRE)
SCALE: 3/4"=1'-0"
OUTSIDE YARD
6 1··
+-------+---
WEED BARRIER
IF LANDSCAPED------
3/4" MINUS COMPACTED
ROAD MIX
1'-0"
INSIDE YARD
(3)#4 CONT HORIZ W/
#4 VERT @ 24• O.C.
FINISH ROCK
.-.. ,.;. . . . . . ~-. ·-.
3/ 4" MINUS COMPACTED
ROAD MIX
RETROFIT CURB CURB DETAIL
SCALE: 3/4"=1'-0"
SECTION A-A
#6 SD COPPER
(28806)
N-.,,<
k U-BOLT CONNECTOR-----
( 4118) -<..
U-BOLT CONNECTOR-~(> (
( 4122) ~
\1
U-BOLT CONNECTOR\" I\
( 4120) '() i"
COPPER BRAI
( 4692)
X
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,
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CONNECTOR KS-17
( 3861)
4'---X ----
ED ~~TE GROUNDING DETAIL
SPLIT-BOLT
CONNECTOR KS-17
( 3861)
t=J,,--x-...---x----x-
REVISION
-6-7-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
210-73030-3.
#B SD COPPER -~:=:::::::;:r-W---X---
STATION UPGRADE AND
REMOVE WOODEN
STRUCTURES.
WBUT210001
W0#27530769 (28806)
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SEE TABLE BELOW
ROUTE 7 /16" COPPERWELD
(gROUND WIRE ON INSIDE
(JF POSTS
])
~ D
CADWELD TO STATION
GROUND
CONNECTOR
7
m:-11n~1
GAR 1626
GAR 1826
GAR 1926
GAR 2126
GAR 3906
BURNDY CID NO.
t;AT. ~1n.
TOP RAIL 4118
LINE POST 4120
CORNER POST 4121
3-1 /2"GATE POST 4122
6" GATE POST 43515
ED ~;NCE GROUNDING DETAIL
C
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NEW DRAWING COPIED FROM
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STATION UPGRADE AND
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3/4" MINUS
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1. ALL CONCRETE TO MEET IDAHO POWER SPECIFICATION 95-125.
2. CONCRETE WILL BE FORMED & POURED PAST THE INSIDE FACE OF
GATE POST FOUNDATIONS AS SHOWN. A 1/4" EXPANSION JOINT MUST BE
PROVIDED.
3. COMPACT 18" MIN. STRUCTURAL FILL TO 95% OF MAX. PROCTOR
(MODIFIED) DRY DENSITY. SEE IPCO SPECIFICATIONS 95-116 & 95-125.
l:J 6-07-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
21 D-73030-2.
STATION UPGRADE AND
REMOVE WOODEN
STRUCTURES.
WBUT210001
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LOAD DESCRIPTION WIRE TENSION WIRE TENSION
CASE 1 -NESC MEDIUM CASE 2 -HIGH WIND
¼" ICE, 4 LB. WIND, 15°F 0 ICE, 21 PSF (90MPH) WIND, 60'F
C
1-1/2"
RADIUS
1 1 /16"¢ HOLE,
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1 /2" MIN. PLATE
THICKNESS
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69KV INSULATOR ATTACHMENT
A 3" BOLT CIRCLE 150 LB
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DETAIL 6 [FLAT 6]
SWITCH OPERATOR
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OPERATE HANDLE
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(2) 11/16"¢
L3 1-DN0-5484 OPGW 2500 lbs. 2000 lbs. 300' MAX. SPAN
STRUCTURAL DESIGN CRITERIA LOAD CASES
CASE 1 -NESC MEDIUM
LONGITUDINAL -ANY OR ALL WIRES DEAD ENDED USING NESC TENSIONS, OVERLOAD
FACTOR = 1.65
TRANSVERSE -WIND ON ATTACHED ICED WIRES, OLF = 2.50
TRANSVERSE COMPONENT OF WIRE TENSION, OLF = 1.65
VERTICAL -WEIGHT OF ATTACHED ICED WIRES, OLF = 1.50
CASE 2 -HIGH WIND
LONGITUDINAL -ANY OR ALL WIRES INTACT; UTILIZE HIGH WIND LOADS ON WIRES AND
STRUCTURE, OLF = 1.0
TRANSVERSE -WIND ON BARE WIRES AND ANGLE COMPONENT, OLF = 1.0
VERTICAL -WEIGHT OF BARE WIRES, OLF = 1.0
WORKING LOAD DEFLECTION LIMITATIONS
OVERLOAD FACTORS NOT INCLUDED
1. HORIZONTAL DEFLECTION OF VERTICAL MEMBERS < 1/100 OF MEMBERS HEIGHT.
':\) 7 CD
l"J 1·~ HOLES 2. VERTICAL DEFLECTION OF HORIZONTAL MEMBERS < 1 /200 OF UNSUPPORTED LENGTH.
( 4)
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SWITCH BEARING ATTACHMENT
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( 1) REQUIRED PER LEG
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S&C TYPE "SMD-1A"
69KV, 200A 700LB
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DETAIL 8
(2) REQUIRED PER LEG
NTS
9/16"¢ HOLES
(4) 9/16"¢
3. HORIZONTAL DEFLECTION OF HORIZONTAL MEMBERS < 1/200 OF UNSUPPORTED LENGTH.
NOTES
1. STRUCTURES SHALL BE DESIGNED FOR WORST CASE LOADING. LOADING AND EQUIPMENT
WEIGHTS SHOWN ON THE DRAWING DO NOT INCLUDE OVERLOAD FACTORS.
2. FOR LOAD CASES 1 AND 2, THE STRUCTURE SHALL BE DESIGNED SO THAT THE STRESSES
CAUSED BY THE DESIGN LOADS (INCLUDING OVERLOAD FACTORS) DO NOT EXCEED THE
MINIMUM YIELD POINT OF THE STEEL OR CAUSE BUCKLING, OR PERMANENT DEFORMATION
OF ANY MEMBER OR CONNECTION.
3. ANCHOR BOLTS SHALL BE DESIGNED ACCORDING TO AISC AND ACI FOR CONCRETE 28 DAY
STRENGTH OF 4500 PSI, ASTM A615 OR BETTER. ALL LEGS SHALL HAVE THE SAME
ANCHOR BOLT PATTERN.
4. REFER TO WRITTEN SPECIFICATION FOR DESIGN AND MATERIAL REQUIREMENTS.
5. BEAM-COLUMN CONNECTIONS SHALL BE 2-BOLT (MINIMUM) CONNECTIONS.
6. GALVANIZING: STRUCTURES SHALL BE HOT-DIP ZINC COATED PER ASTM A 123 AND A 153,
CLASS C. STRUCTURES SHALL BE FABRICATED TO ALLOW PROPER VENTING AND DRAINAGE
DURING GALVANIZATION. DOUBLE DIPPING SHALL NOT BE ALLOWED.
12 210-56133-1 STANDARD FOUNDATION DETAIL
HOLES ON ~-----~
3" B.C. 9 3
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MINIMUM CLEARANCES FOR IDAHO POWER COMPANY BOISE, IDAHO I
( 1) REQUIRED
SCALE: 1/8"=1'-0"
FIBER OPTIC CABLE ATTACHMENT
DETAIL 9
INSULATOR ATTACHMENT
DETAIL 10
69KV 350 BIL 1---------------------1 -.....J
2'-7" PHASE-PHASE i------1 SCALE: AS NOTED DATE: 6-08-2023 ~
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l:J 08-07-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
21D-71256-1.
STATION UPGRADE AND
REMOVE WOODEN
STRUClURES.
WBUT210001
W0#27530769
HTH/ERS/RJM :
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SCALE: 3/ 4" = 1'-0" • I
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BILL OF MATERIAL
ITEM QUANTITY DESCRIPTION LENG TH REMARKS WEIGHT
1 1 HSS 8" x 8" x 3/8" 13'-2 3 /8" COLUMN 613 • I
2 1 W8x31 6'-6" BEAM 202
3 10 I[. 3/8" X 5" 1'-3" COLUMN GUSSET 47
4 1 I[. 1" X f-11" 1'-11" COLUMN BASE PLATE 138
TOTAL WEIGHT 1000 WILSON BUTTE STATION ~
15-35KV ~ z
BUS SUPPORT PA
STRUCTURAL DETAIL ~
r----i------------------10 IDAHO POWER COMPANY BOISE. IDAHO I ---------------------1-...J
i------1 SCALE: AS NOTED DATE: 11-21-2016 co
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OPERATE HANDLE MOUNTING PLATE AND
HARDWARE TO BE SUPPLIED BY SWITCH
MANUFACTURER.
1" R TYP.
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l.:J 08-07-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
21D-71257-1.
STATION UPGRADE AND
REMOVE WOODEN
STRUClURES.
WBUT210001
W0#27530769
HlH/ERS/RJM E
• I
D
• I
C
• I
B
BILL OF MATERIAL
DESCRIPTION LENG TH
HSS 8" x 8" x 3/8" 11 '-9"
HSS 8" X 8" X 3/8" 2'-0"
C3X4.1 10 5/8 "
Ir_ 3/8" X 5" 1'-3"
Ir_ 1" X 1'-11" 1'-11"
#9 GA. 3/4" RAISED EXPANDED METAL 7 5/8" SQ.
REMARKS WEIGHT
COLUMN 588
BEAM 75
MOUNTING CHANNEL 7
COLUMN GUSSET 38
COLUMN BASE PLATE 138
SCREEN
TOTAL WEIGHT 846
• I
WILSON BUTTE STATION ~
15-35KV ALDUTI-RUPTER ~
SWITCH SUPPORT PA
STRUCTURAL DETAIL ~
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LIGHTER OR LITHONIA
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(58324)
111-------58 7 31
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LB CONDULET
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( 3763) NOTE 5
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56202
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(5386) 22555 (2) REQ'D
5495
SECTION A-A: YARD LIGHT
L 1.DEADEND STRUCTURES
19232
16496
29780
(28809) 2/0 STR CU TO
STATION GROUND GRID
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1" RIGID
(25540)
19232
56202
5794
4583
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( 5386) 5495
TYPICAL YARD LIGHT ELEVATION
DEADEND STRUCTURES
SECTION 8-8: YARD LIGHT L2
DEADEND STRUCTURES
NTS NTS
STRUCTURAL MATERIAL (DEAD END LIGHTS -L1, L2,)
DESCRIPTION CAT. ID. QTY
EFM1 EVOLVE LED FLOOD LIGHT, 78W, 100-277V, OUTDOOR 58324 2
BRACKET, MOUNTING, FLOODLIGHT, WALL MOUNT FLAT BRACKET 58731 2
CONDULET, TYPE LB, 2", IRON ALLOY BODY W/GASKET, & COVER, F /RIGID/IMC 56405 2 CONDUIT
PLUG, PLASTIC, PROTECTIVE PUSH-IN F /2" PIPE-USE TO SEAL UNUSED SPLICE 33255 2 BOX OPENINGS IN STRUCTURE
8"x8"x4" NEMA 12 STEEL JUNCTION BOX W/0 KNOCKOUT, NO HOLES 2274 2
CAPSCREW, STEEL, 1/4"-20 x 1'', USS-NC, GRADE 5, ZINC PLATED 19232 36
NUT, SPRING, STRUT, 1 / 4", 1 / 4" THICKNESS 16496 16
CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"W x 13/16"W, #14, 1 O' METAL 29780 20 FT FRAMING
CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"H x 1-5/8"W, #12, 1 O' METAL 5794 20 FT FRAMING
CONDUIT, IMC, 1" GALV STEEL, 1 O' THREADED, W/1 COUPLER ATTACHED 25540 40 FT
HUB, CONDUIT, 1 ", RIGID, SCREWTIGHT/RAINTIGHT, ZINC PLATED 4583 2
STRAP, CONDUIT, 1 ", 2H, CONDUIT STRAP, STEEL, RIGID 56202 10
CONNECTOR, STRAIGHT, 1/2" STRAIGHT CGB .375-.500 DIA MALE CORD GRIP 3763 2
CONDUIT, PVC, 2", SCH 40, 1 O', GRAY W/ONE BELLED END 5386 -
CONNECTOR, LIQUIDTIGHT, 2", STRAIGHT, INSULATED FLEXIBLE METAL CONDUIT 22555 6 FITTINGS
ADAPTER, PVC, SCH 40, 2" FEMALE ADAPTER CND FITTING W/ 11-1/2" TPI & 5495 3 REMOVE PRINTING
CONDUIT, FLEXIBLE, 2", GRAY, 50FT/BX, LIQUIDTIGHT OR SEALTITE 27225 15 Ft
TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1 H PAD FOR J-BOX GROUNDING 3909 2
1 /8" x 1" TYPE LA 2H GROUND LUG 3944 4
CONDUCTOR, CU, BARE, 2/0, 19-STR SOFT DRAWN 28809 20 Ft
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2207 4091
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29780
32488
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NOTES 1 & 2
14739
4553
2034
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GRID (28809)
5500
4589
5489
2" PVC
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3909 (2) REQ'D FINISH GRADE
TO SURFACE
TRENCH SECTION c-c
YARD LIGHTING SWITCH S1 MOUNTING DETAIL
NTS
STRUCTURAL MATERIAL (YARD LIGHTING SWITCH -S1)
DESCRIPTION CAT. ID.
BOLT, U, 5/16" x 2 1 /2", SS, W/HEX NUTS, FOR 2 1 /2" PIPE 32488
CAST STEEL RAINTIGHT SPRING LOADED TYPE COVER FOR MCM, 3-POSITION 4553 SWITCH
30A/120-277VAC MOMENTARY CONTACT 3-POSITION CENTER OFF SWITCH 2034
BOX, OUTLET, METAL, 1-GANG, 3/4" KNOCKOUT, WEATHERPROOF, W/3 KNOCKOUTS 14739
8"x8"x4" NEMA 12 STEEL JUNCTION BOX W/0 KNOCKOUT, NO HOLES 2274
PAD, GROUND, 72-GP02, FOR SWITCHBOARD 4091
RAIL, DIN, 1 /2" D, FOR SNAP-IN RELAY & AUX EQUIP MTG PR5 2391
TERMINAL, BLOCK, M4/6 22-12 AWG ENTRELEC 6MM GRAY BODY DIN RAIL MNT 2207
TERMINAL, BLOCK, END SECTION FEM6 2.8MM PLASTIC GRAY, FOR M4/6 TERMINAL 2209 BLOCKS
TERMINAL, BLOCK, END STOP PLASTIC 1 OMM UNIVERSAL GRAY 2211
CONDUIT, PVC, 2", SCH 40, 10', GRAY W/ONE BELLED END 5386
2 ", PVC, MALE ADAPTER 5500
2" RIGID, LOCKNUT 4589
2" THREADED BUSHING 5489
NUT, SPRING, STRUT, 1/4", 1/4" THICKNESS 16496
TERMINAL, LUG, CU 2/0 STR, 3/8" BOLT SIZE, 1 H PAD FOR J-BOX GROUNDING 3909
CONDUCTOR, CU, BARE, 2/0, 19-STR SOFT DRAWN 28809
CHANNEL, SUPPORT, STRUT, SLOTTED, 1-5/8"W x 13/16"W, #14, 10' METAL 29780 FRAMING
QTY
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(5386) I I
YARD LIGHT L3. L4 AT IPC FA8 LIGHTPOLE
MOUNTING DETAIL
NTS
STR UCTURAL MATERIAL (YARD LIGHT POLE -L3,
DESCRIPTION
OD LIGHT, EVOLVE, 70W, 9300LM, 4000K, 120-277V
/LED FLOOD LIGHT
LUMINAIRE, LED, FLO
POLE, STEEL, 25', F
FOUNDATION, SUPPO
3/4" BOLTS
RT, PRECAST CONCRETE, LIGHT POLE BASE, 24"DIA X 6'H, W/
SCH 40, 10', GRAY W/ 1 BELLED END
40, 90 DEG, 9-1 /2" STD RADIUS, GRAY W/1 BELLED END
/2" X 2", SCH 40, SWEDGE, MALE TO MALE
2/0 STR, 3/8" BOLT SIZE, 1 H PAD
CONDUIT, PVC, 2",
BEND, PVC, 2", SCH
REDUCER, PVC, 1-1
TERMINAL, LUG, CU
CONDUCTOR, CU, BA RE 2/0 19-STR SOFT DRAWN CU CND 61' COIL P /MATL
6-202
BRACKET, MOUNTING , FLOODLIGHT, STEEL BULLHORN, 36", FITS POLES W/ 2-3/8"
OD
L4)
CAT. ID.
58324
60527
59812
5386
5432
60225
3909
28809
58327
l.:J 07-07-2023
NEW DRAWING COPIED FROM
STATION STANDARD DRAWING
21 D-77825-2.
STATION UPGRADE AND
REMOVE WOODEN STRUCTUR
FOR WBUT STATION
WBUT210001, WO# 2753076!
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CONSTRUCTION NOTES:
DUil, CONTROL BOXES, AND JUNCTION BOXES 1. INSTALL ALL CON
PER IPCO SPECIF !CATIONS.
ALLIC ELECTRICAL BOXES AND LIGHT FIXTURES 2. GROUND ALL MET
PER IPCO SPECIF !CATIONS.
CLAMPS TO MOUNT J-BOX AND CUT OUT 3. USE TWO FENCE
HOLES FOR LIGHT SWITCH IN SIDE OF J-BOX.
4. WIRING FURNISHE D AND INSTALLED BY CONTROL.
5. INSTALL CGB COR
CONNECTION BOX
D GRIP INTO FACE OF PLUG FOR LB
WITH DRIP LOOP ON CABLE.
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SCALIE: ,-S NOTED DATE: 12-11-2022 O>
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DR. TJW
1 67 CH. SWM SHT. 1