20170303IPC to Tidwell Attachment 27.1.pdf

Book /of 12
Line #433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY CLUB GOLF COURSE
WORK ORDER #33-433-010
POWER
Transmission &Distribution Department
c
s
---t.t-.:r—~l
IDAHO POWER COMPANY
WORK ORDER SUMMARY
THIS WORK ORDER PROVIDES FUNDS TO RELOCATE i.4 MILES OF THE
WOOD RIVER -KETCHUM 138KV LINE AT THE REQUEST OF VALLEY RANCH
GOLF COURSE.ALL EXPENSES ARE TO BE PAID BY VALLEY RANCH.
WR#:T -T9402006 .0 EST.DATE:08/03/94 CUSTOMER NAME:VALLEY RANCH
PAGE
REC'D AUG 9 4 1994
WO#:33 433 0 10 P-t
CMPL DT:__/__/__STRT : / /
MAINT CMPL BY: SUMMARY OF ESTIMATE TOTAL PLANT RESERVE
DIRECT MAN-HOURS
TRAVEL-HOURS
TOTAL DIRECT MAN-HOURS
LABOR APPORTIONMENT {%)
LABOR $3|3 .00 PER MAN-HOUR
INDIRECT (LABOR COST
COMPANY VEHICLES
MATERIALS!
CONTRACT j'WORK ETC.
2,058 DESIGN.:TL PHILLIPS2,814 755
527721 193
(NO)3,534
100.00
116,638
14,641
22,386
104,709
2,586
73.17
85,335 I
10.713 ¦
16,380
104.709 I
STAKED949
26.83
31 .303
3 ,928
6,007
(YES)ROW REQD .
/__/¦DATE OBTAINED
/__/
/__/;
|
I
NON-CONTRACT VOUCHER MATL.
TOTAL;FIELD COST
GENERAL OVERHEADS 18.0 {%)
AFUDC
RETIREMENTS SALVAGE SCRAP
NET CHARGES
40,652
299 ,026
53,825
40,652
257 ,789
46,402
iWO-CATEGORY:A
41 .238
7 .423 DIST.:I
-29,982
322,870
-67,603
236,588
37,621 i
86.282 1
CITY:ST:ID
:
I
EQUIPMENT:ALREADY IN PLANT
TOTAL:PROJECT COST
APPROVAL COST
i 322,870'236,588
352,851
86,282 CLOSE TYPE:S
I
SPONSOR :
T BLOMSTROMREIMBURSEMENTS
NET EXTENSION COST
LINE EXTENSION UPGRADE
RELOCATION
BGT ITEM
f
COPYAMTBUDGETTITLE
300000 SYSTEM WIDE/UNIDENTIFIED SUB TRANSMI SS 1 0N:
|
ENGR/STAFF SUPT/DIST ENG ,,,
^^sf)B ?V
J&AjL.
MANAGERI
CUST SERV DIST DIV
APPROVAL-DIV
RECOMMENDED-GO iI
iAPPROVED-GO (ACCTG )(DEPARTMENT (CONTR &REV)
:
iPRINTED:08/03/94 -11:24:40 -TLP8090 WO#:33 433 010i
-002
i
i
200 -00StINO
oio eei7 so '¦#om
i
i
!:1
I1
I
i
:
I
;I !
1 SNOIlVinOIVO "IVI 3NVN I d !
I
-y
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
unvA on
oNinna iovdiN03 Aiimn y ehio
'A3Q ONV "S3d
i 'HOdV/'y I A N 3
03SN30I1
!A1N0 '1NIVW
lN3Wdint)3 03sn-
."dlSN033d AVMIH
HO 1Vd3N30
iN3wy 3±i3a;
33NVM031V y IVd3y
1N3QI33V
i
X =0M 1VI33dS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
I
i
!
'13300dd 3 H 1 dOd dOl OVdlNOO 0313313S 3H1
'OOOM ?N0Sd30NV A9 1S03 019 N0I13ndlSN03 3H1 S133~ld3d 0S1V 1S03
M3N 3H1 '(133 IS 310d 3 ION IS 01 3WVdd"H OOOM):03SH NOIlOndlSNOO
30 3d A1 3H1 N I 30NVH3 V 01 3H0 SI S31VWI1S3 0M1 3H1 N33M139
33N3d3dd 10 3H1 '09t^'90^$dOd 03A0dddV SVM^'O'M IVNIOIdO 3H1
"3Sdn03 3300 H3NVd A311VA A9 OdONOd
ON 1 39 3dV 1 3300dd 3H1 H1IM 031VI30SSV S1S03 HIV
AX80I WnH313X"d3AId OOOM 3H1 30 S31IW S'l 31V3013d 01 t>6/80/0
N311 Idrt ddQdO XdOM SnOIA3dd V dO NOISI A3d V SI d30d0 XdOM SIH1
(A1ISS333N X dSOddRd)NO 1 1V3 1 d 1 1 S R T
'NO ISS IWSNVdl
^6/00/80 :31VQ '1S3OIO00t-00 :#0M 0 "900201761-1 :#dM
H3NVd A311VA :3WVN d3W01Sn0
NOIlVWdOdNI ddOdO XdOM
ANVdWOO UBMOd OHVOI
30Vd
8/3/94
Doug:This is a revision downward and would not have to be
revised except that changing from wood to steel poles completely
changes the body of the workorder.The engineer feels it will bemucheasiertoreconcilelaterifthisrevisedversionisused.The customer is paying for the relocation costs and that figureisbasedonthisrevisedcost.
Thanks,
>.
IDAHO POWER .COMPANY
WORK ORDER DETAILS PAGE 3
WO#:33 433 010
THIS WORK:ORDER PROVIDES FUNDS TO RELOCATE 1.4 MILES OF THE
WOOD RIVEiR -KETCHUM 138KV LINE AT THE REQUEST OF VALLEY RANCH
GOLF COURSE.ALL EXPENSES ARE TO BE PAID BY VALLEY RANCH.
WR#:T -T9402006 .0
FEEDER:
LINE #:
LOCATION:
DESIGNER:!TL PHILLIPS
DIVISION;:^UNKNOWN*
DESIRED IN-SERVICE DATE:022894
PRIORITY:;001
BUDGET TITLE:SYSTEM WIDE,UNIDENTIFIED SUBTRANSMISSION
;I 1
LOCATION :i
ESTIMATE DATE:08/03/94433I
STATE:ID
i
1
!!
CUSTOMER:'VALLEY RANCH
!:
i
i
I
ii
ii
t
I
ICOGENIND:
LABOR ONLY-BLANKET WO IND:
r;BUDGET ITEM:BUDGET AMT :300000!:
CLOSE TYPE:S SPONSOR NAME:T BLOMSTROM
WAREHOUSE LOCATION:0201 BOISE OPERATIONS CTR
i
I
!
I
PRINTED:108/03/94 -11:24:40 -TLP:8090 WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
BODY OF WORK ORDER PAGE 4
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006.0 EST.DATE:08/03/94 WO#:33 433 010
ASSET MANT --QUANTITIES ---
NUMBER ACCOUNT INST REMV SLV/T
ESTIMATED
COST
RETIRED SALVAGE
PRICE VALUE ?
HOURS
INST REMV MANT HOTDESCRIPTION
STATE &COUNTY CODE =107
t
55000140*
55000140*-
55000150*:
55000150*'
55000155*
55000155*!
55000160*:
55000160*
55000165*'
55000165*
55000170*
55000170*
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202 i
55000202 ;
55000202
55000202
55000202
55000202
55000202
55000202 .
55000202
5 5P0LE WOOD 40 FT CL 3
40 FT POLE CLASS 3
5P0LE WOOD 50 FT CL 3;
50 FT POLE CLASS 3
255 FT POLE CLASS 1
55 FT POLE CLASS 2
60 FT POLE CLASS 1
60 FT POLE CLASS 2
1565 FT POLE CLASS 1
65 FT POLE CLASS 2
!70 FT POLE CLASS 1
70 FT POLE CLASS 2
DE BLTD AL 1/0-4/0
ILINK SGL 5/8 IN
'CN PG 2 BLT 7958.336
LINK MD 4WAY POLEBND'
SHV POLE BND 3/4
LINK TWTD ANGLE 7/8
IBLT GALV MCH 3/4X14
iNUT MF 3/4 IN
FLAT >POLE EYE PLATE
BLT GALV MCH 3/4X18
IB L T GALV MCH 3/4X16
'NUT MF 3/4 IN
IBLT GALV MCH 3/4X14 '
iBLT GALV MCH 3/4X12
FLAT POLE EYE PLATE
BLT GALV MCH 3/4X18
BLT GALV MCH 3/4X16
GRIP GUY AUT 3/8 RL
LINK TWTD ANGLE 7/8
:CLV THMB BNK
20
5 2,265 35
5 20
5 2.923
2,143
35
3 2 3,545 1,212 21 4
1 2
2 1 .747 14
12 24
16 15 14,419 43.426 11,542 160 45
i6 18
2 2,674 20
4 12
12 120 2
12 60
3 30
4 40I510iI990¦
6 12;
6 4
32 640'
12 30
12 30
48 24
8 16
8 16
16 3 20
6 6
6 6
4 28 4
4 40,
2 36
1
M QUANTITY FOR LABOR ONLY !WO#:33 433 010!
CM 1 4500 -002
IDAHO POWER .COMPANY
BODY OF WORK ORDER PAGE 5
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .0 EST.DATE:08/03/94 WO#:33 433 010
ASSET :MANT --QUANTITIES |
NUMBER ACCOUNT INST REMV SLV/T DESCRIPTION
ESTIMATED
COST
RETIRED SALVAGE
PRICE VALUE INST REMV MANT HOT
HOURS
55000202
55000202
55000202
55000202 '
55000202 .
55000202
55000202 I
55000202 :
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000202
55000501*
2 :GRIP GUY FMD 3/8 EHS
C N PG 2 BLT 7958,336
2X-ARM ASSMBD GX-14
ANTI-SPLIT BOLT
iX-ARM 3X8X28
ibracket-shield wire
;DOWN GUY 3/8 EHS SH
DOWN GUY 3/8 EHS LNG
GUY INS 7FT FOR 3/8
OHG 3/8IN EHS
POLE BAND 4 WAY LD
POLE EYE ASSEMBLY
POLE EYE PLATE
TMBRS FOR AHX16 STR "
ANCHOR 19 IN DISK
AN C H OR 23 IN DISK
IX BRACE 13FT 6IN PS
X BRACE 16FT 6IN PS ,
LIGHT-DUTY STEEL POL'
6
3 30
2 2 964 854 40 24
33 143 17
11 88
9 257 5
45 1 .922 113
17 815 43
54 1 .766 27
2 40 5
10 387 10
12 364 7
20 577 12
2 854'20
6 359 21
43 4 3 .560;151 2
2 2 486 16 11
2 6 58.24
18 40,652 180
ES
55000501
55000501
55000501
18 ROD GRD CW 5/8X8 FT
CLP GRD 5/8 IN 8-1/0
ANODE/"MAGNESIUM 17LB
108'
54 54
18 1 .260'18
i
55 -i ACCT ****SUB TOTAL 82 .991 46,971,13,607 998 270
56000055*1
56000270 !
25 270 UNSLTR 10IN B&S DISC
1 5;HWD 138KV HP POLY IN
378 929 1
15 15 780;650;
SI
56000270*
56000270 *
56000270*;
56000270*'
56000270*
6138K V HP POLYMER INS;
30;138KV HP POLY INS
138KV HL S/DE STL
1 5j 1 3 8 K V VERT HL INS
2 1:1 3 8 K V HL S/DE WOOD i
45 6 13,278:
8.031
2.0631
5 ,747j
3,129|
1 ,975 1,551
7 ,107;
45 4
30 30 51 30
18 18
15 15 4,937
6,911
5,086
1,762
15 8
33 21 33
i
i i
Lzl QUANTITY FOR LABOR ONLY WO#:33 433 010
CMI4500 -002
IDAHO PQWER .COMPANY
BODY OF WORK ORDER PAGE 6
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .0 EST.DATE:08/03/94 WO#:33 433 010
ASSET ;KANT --QUANTITIES ---'
number Account inst remv slv/t description
ESTIMATED RETIRED SALVAGE
PRICE VALUE
HOURS
INST REMV MANT HOTCOST
56000525*
56000659*i
56000681*
56000691*
56000799
56000799
56000799
56000799
56000799
56000799
56000799
56000799 ;
56000799
56000799
56000799
56000799 1
56000799
56000799
56000799
56000799
56000799 ;
56000799 .
1435 3075
6550
5638 5638
11485
5/16 EHS GALV SW
ACSR 4/0 STRING CND
AAAC 246 STRING COND
ACSR 397 STRING CND '
DE AUT AL 4/0
CLEVIS Y-BALL 3/4PIN;
CLP PG 246 TO 246
'CLP PG 397 TO 397
iPOST CLP 0.35-0.84RG
1ZSUS CLP 0.70-1.17 RG'
jSUSP CLP 0 .30-0 .70SW
:SUS CLP 0.40-.85 RG
!SUS CLP 1.00-1.47 RG
;DE CND AAAC 246 AUTO
IDE CND AAAC 246 BLTDi
iDE CND ACSR 397 BLTDl
ROD ARMOR 246.9 AAACl
;ROD ARMOR 397AR
ARMOR ROD FOR 5/16HS
!SW RUN ANGLE
;SW DE POLE EYE
:SW DEADEND 5/16 EHS
1 .134.1,230
4,650
43 62
196
6.765
12.978
366 186
310
3 30 4
81 481
18 208
3 62;
15 9714812991 219
9 93
6 88;
51 1 ,047'
3 165 5
24 1 ,330;
1 .145
48
12 24
36 527;7
48 863 14
16 129 2
7 121 4
63 562 62
8 78 8
f-
56 -ACCT ****SUB TOTAL 62.370 20,632 16,374 1061 485
:
I i
I i
i
¦
Lzl QUANTITY FOR LABOR ONLY WO#:33 433 010
CM 1 4500 -002
(
Idaho
power
«*
IDAHO
WORK REQUEST
—-—iWORKREQUESTNUMBER
T°t H oT-oo&.o »
WORK ORDER NUMBERDATEDAILYCASHREPORTNO.
33>-433
CUSTOMER ACCOUNT NO.TOTAL CUSTOMER PAYMENT
RECORDED DATECUSTOMERORDERNO.
PHONE NUMBER DISTRICTCUSTOMER s
\feilU y p-Mfrls]
BILLING ADDRESS ,..,p>
(JlAtOvA Sf^jilTW &Q0 |jW 6-
"Sr^vadf-
2
ZIP CODE2STATECITY'pbr'i bvicJ 773-C^0(2.<
5 PHONE NUMBERPHONENUMBERPERSONTOCONTACTcc
o (5*31 2^Lf^inLJL
COUNTYCITYSERVICEADDRESSCC
LU
5
O RATE SCHEDULECOORDINATEADDRESSMERIDIANSECTIONTOWNSHIPRANGE
co
O
O D COMMERCIAL CH SUBDIVISION D RECONST:OH
?IRRIGATION ST OTHER CD RECONST:UG
WORK REQUEST TYPE
?RESIDENTIAL
PERMANENT DATETEMPORARYDATEDATESERVICE
NEEDED
MOTOR CODELARGESTMOTORTOTALHP0PHASESRESIDENTIAU
COMMERCIAL
VOLTAGESO.FOOTAGE IRRIGATION
1 PHASE
CONVERTER
#PHASES VOLTAGELARGESTMOTORWATERHTRKWKWHEATINGKWA/C KW MOTORS2 JYES TYPE
J NO
<CT LOCATIONACRESIRRIG.PUMP 0NEW
LOAD ?
TOTAL
DEMAND ?
3aia3a105
CC
o 1 |OH
?UG
"?north Deast UOTHER
?south Dwest
SERVICE
OWNERSHIP
CT LOCATION \_j\pco
?other
#METERS METER
LOCATION
OHLl_SERVICEPRIMARY5UG
B ?ipco
?other
LJYES
?no
o SERVICE
OWNERSHIP
OH OH AVG LOT FRONT FT PLAT
APPRVD?
0 LOTSPRIMARYSERVICESUBDIVISION<UG UGo
!OHIOHWORKJgALJC6HLOCATIONCODESERVICEPRIMARYRECONSTRUCTION?b Qn UGUG
'et-gS j~b I •~Tlvt>\jJorlf-&sA-e r*
cc ¦[UVu 4-33 W<
£5 £2LU
CC
DATE?AVERAGE UNIT COST
J2L WORK ORDER COST
REQUEST RECEIVED BYRIGHT-OF-WAY REQUIRED?
^YES D NO
CUSTOMER COST
DETERMINED BY
ADDITIONAL
APPLICANT?
D YES ED NO
2 "TTiaa 3-7-1-1X
o
80*Ss11.1/4 COMMON SHARE PORTION (NSR)
12.RIGHT-OF-WAY PERMIT (NSR)
13.SVC OH/UG DIFFERENCE (NSR)
14.SVC OH/UG UNUSUAL CONDITIONS
15.SVC OH/UG CON.CR.(FOJE CAM 3.28-1)
16.TOTAL OH/UG SERVICE COST (13+14-15)
17.CUSTOMER RELOCATION COSTS (NSR)
18.GOVT.AGENCIES RELOC.COSTS (NSR)
19.CASH (10+11 +12 +16+17+18)
20.TOTAL CUSTOMER PAYMENT (9 +19)
'assign to work order and Indicated line number to complete DCR (Gl 511-2)
1.LINE EXTENSION/UPGRADE COST ...
2.UNUSUAL CONDITIONS
3.COMPANY BETTERMENTS
4.NET CONSTRUCTION COST (1 +2-3).
5.LINE EXTENSION ALLOWANCE
6.CONSTRUCTION CONTRIBUTION (4-5)
7.LINE EXT.CREDIT (FOJE CAM 3.2B-1)
8.VESTED INTEREST PAYMENT
9.NET FOR 252 ACCOUNT (6-7+8)
80*SS
(«)s
cn
i-s s
in
O (•))u
85*SSCC
HI (»)81"S£
O 83*$S
in
3 80 S *
o
81*S $10.TEMPORARY EXT./UP &DOWN (NSR)
This written quotation shall be binding on the Company for a period ot sixty days from the date below indicated,subject to changes in information provided by
the Customer or changes in the Company's ability to obtain satisfactory rights-of-way,or to comply with governmental regulations,including but not limited to the
rules,regulations and tariffs of the Idaho Public Utilities Commission.The Customer must make payment of the quote amount not less than thirty (30)days prior
to the start ot construction,but the Company does not represent that construction will commence within 30 days ol receipt of payment.The start of construction
will be subject to the company's ability to obtain the necessary labor,materials and equipment.
LL!
a
o
z
—IDAHO POWER COMPANY-
CUSTOMER'S SIGNATURE ENERGY MANAGEMENTDATE DATE
ll
§o
DISTRICT DATE
DIVISION EM MANAGERQUOTATIONDATE DATE
DIVISION MANAGER DATE
GENERAL OFFICE DATE
ACIDFE031REV8-88
TECHNICAL SPECSTECHNICALSPECS
:
n
<)
1 u
.¦:?
WOOD POLE TRANSMISSION LINE
TECHNICAL SPECIFICATIONS
INDEX TO THE ARTICLES OF THE SPECIFICATIONS
TS-1 SCOPE OF WORK 1
TS-2 DEFINITIONS 2
TS-3 POLES AND FIXTURES 3
TS-4 INSULATORS AND INSULATOR HARDWARE 5
TS-5 CONDUCTOR STRINGING 5
TS-6 SAGGING CONDUCTORS 7
TS-7 CLIPPING-IN 8
TS-8 JUMPERS 8
TS-9 CONDUCTOR SPLICES AND DEADENDS 8
TS-10 CONDUCTOR REPAIRS 8
TS-11 CONDUCTOR CLEANING 9
TS-1 2 CONDUCTOR ARMOR RODS 9
TS-1 3 SHIELD WIRE 9
TS-1 4 SHIELD WIRE ARMOR RODS 9
TS-1 5 GROUNDING OF FENCES,BUILDINGS,AND OTHER METAL OBJECTS 10
January 26,1994
TS-1 SCOPE OF WORK
1.1 General Work Description
The project site is located approximately 3 miles north of Hailey,Idaho along Idaho Power Company's
Wood River -Elkhorn -Ketchum 138 kV Transmission Line #433.These specifications,together with the
Drawings,Agreements,General Conditions,and all easement (Federal,State,and Private)stipulations,
apply to and are part of the construction contract of the Idaho Power Company's (owner)project to
relocate 1.4 miles of the 138 kV Transmission Line as part of the construction of the Valley Ranch Golf
Course.
This project involves construction of 1.5 miles of single-pole wood 138 kV transmission temporary line,
removal of 1.3 miles of H-Frame 138 kV line,construction of 1.4 miles of single-pole light-duty steel 138
kV,and removal of the temporary single-pole wood 138 kV transmission line (1 .5 miles).
1.2 Work Sequence and Specific Requirements
To coincide with the development of the golf course facilities,the work sequence shall be performed in
the following order:
A.Construction of 1.55 miles of temporary 138 kV line which consists of:
Fifteen (15)"TR"tangent poles,two (2)"TA"guyed angle poles,two (2)three-pole deadend
structures,and two (2)two-pole deadend structures (see Structure List for further information).
1.
Installation of three phases of 246.9 AAAC "Alliance".A shield wire is not required for the
temporary line.
2.
B.Energize the temporary line which consists of:
1.Within a two hour outage window,install two sets of three flying tap jumpers between
the existing line and the temporary line near the existing structures numbered 498 and 511,
disconnect the existing jumpers on structure #51 1 and install three suspension insulators on the
existing line near structure #498.
NOTE:The day of the outage is to be coordinated with Idaho Power Company with a minimum of
one week prior notice.The time will be between 5:00 AM to 7:00 AM.
C.Remove 1 .3 miles of the existing line which consists of:
1.Construction of (2)permanent three-pole deadend structures (one at each end of the
relocation).
2.Removal of 1.3 miles of three phase 4/0 ACSR "Penguin"conductor,two (2)5/16"HS Shield
Wire,ten (10)two-pole H-Frame structures,and one (1)three-pole running angle structure (see
Structure List for further information).
D.Construct 1 .3 miles of permanent line which consists of:
1.Construction of nine (9)"TVS"tangent structures,three (3)"TAS"angle structures,four (4)
"CS"running angle structures,and one (1)"D2S"deadend structure (see Structure List for
further information).All of the poles for the permanent line will be light -duty steel poles.
2.Installation of three phases of 397.5 "Ibis"and one 5/16"EHS shield wire.
1 January 26,1994
E.Energize the permanent line which consists of:
1 .Within a two hour outage window,disconnect the jumpers for the temporary line at each
end,reconnect the jumpers at structure #511,and install permanent jumpers across the
suspension insulators installed in Step B1 near structure #498.
NOTE:The outage day is to be coordinated with Idaho Power Company with a minimum of one
week prior notice.The time will be between 5:00 AM to 7:00 AM.
F.Remove the temporary line which was constructed in Step A.
All materials will be furnished at Idaho Power Company's Boise Operations Center on Franklin Road in
Boise,Idaho.All materials which are removed from the project site or are to be salvaged are to be taken to
the Salvage Center also on Franklin Road in Boise.
The construction shall be carried out in strict accordance with the drawings of the owner,or manufacturer,
along with all recommendations attached thereto.The drawings and data are located in the appropriate
"tabbed"sections of this book,or provided under separate cover.Refer to sections labeled:Structure
List,Materials,Sag Charts,Drawings,etc.
Conductors shall be installed in accordance with IEEE standard 524 "Guide to the Installation of Overhead
Transmission Line Conductors"unless otherwise stated in this specification.
TS-2 DEFINITIONS
The terms used in these Specifications are defined as follows:
Assembly and Staging Area -This term refers to the areas in which the contractor assembles
structures and/or checks,handles and stores materials.
Complete Structure -All component parts of a wood structure including poles,bracing,crossarm
assembly,brackets,signs and all connecting hardware used for joining members.
Contractor -Contractor refers to the Company or organization who will construct the transmission
line.
Engineer -Refers to the General Manager of Distribution Operations of the Idaho Power Company
or a designated representative.
Job site -The location upon which a wood structure is to be removed or installed.This term has
the identical meaning as the term "Tower Location","Tower Station"or "Structure Site".
Manufacturer -Manufacturer refers to any company which supplies materials used in the
construction of the project.
Manufacturer's Recommendation -all instruction issued by a company supplying materials for the
project which pertain to handling,hauling,means of assembly,and means of installation
refer to the manufacturer's recommendations.
Owner -Owner refers to the Idaho Power Company.
Owner's Authorized Representative -Refers to the Superintendent of Construction of the Idaho
Power Company or a designated representative.
2 January 26,1994
Stake -A survey stake,with appropriate markings.
Structure Location -The center line staked location upon which a wood structure is to be installed
TS-3 POLES AND FIXTURES
A.Handling
Poles are light-duty steel,and wood Class 1,2,and 3 Douglas fir and /or Western Red
Cedar.They shall be handled in such a manner that the treated portion,especially near the
ground line,is not punctured by carrying hooks,peavies,or dragging over jagged rocks,
etc.Special attention to the proper pole class for each tower is shown in the Structure List.
Poles of the same height and class as listed in the Structure List will be selected for each
structure.
B.Setting Poles and Anchors
Poles shall be set in the ground to the depth shown in the following table.These depths
are to the original ground line,and on side hills ground line shall be considered to be the
lower side of the pole.All excavation is in unclassified soils.Actual embedment depth shall
not vary more than plus or minus 6 inches from the embedment depth shown below.Any
deviation from these embedment depths will be noted in the structure list.
Embedment DepthLengthofPole
6.0'40'
6.5'45'
7.0'50'
7.5'55'
8.0'60'
8.5'65'
9.0'70'
9.5'75'
10.0'80'
10.5'85'
11.0'90'
Holes shall be large enough to admit the poles,leaving sufficient room for tamping and shall
be approximately the same diameter at the top and bottom.
The Contractor will backfill each pole hole and/or anchor hole in layers not to exceed six
inches (6")and then the backfill will be air or hydraulically tamped.This procedure shall be
applied in successive steps to the ground line level.Compaction of the backfill must be
equal to 95%of the density of the undisturbed soil at the tower and/or anchor location.All
backfill materials shall not contain more than 15%moisture content.No frozen materials or
organic matter,such as trees,brush,scraps,etc,will be used as backfill.The owners
authorized representative may specify locations where foreign backfill will be hauled to the
structure site for backfilling.The backfill will be supplied by the owner.
All poles shall be set plumb at tangents or angles.A "plumbed"pole is defined as being set
at a vertical position where the center of the top of the pole is directly over the center of the
pole at the ground line with a tolerance of one-half (1/2)the diameter of the pole top as
observed from both the "in-line"and the "transverse"position.
3 January 26,1994
The minimum amount of "rake"may be pulled in by tightening guys to insure poles on
angles will remain plumb (as above defined)after installation of conductors.Station and
structure number stakes shall be preserved by attaching them to each pole approximately
two (2)feet above the ground line.
In areas where ground rods cannot be driven due to rock,a hole shall be drilled for the rod
and filled with non-shrink grout or clay.The rods shall be installed in accordance with
Transmission Standard TS-04-300.
The size of anchors and the location of the eye of anchor to be installed shall be as shown
on Staking Drawings,Structure List,and/or as staked in the field.Certain field conditions,
such as steep slopes,may require detailed instructions by the Engineer.The anchor rod
shall be set in line with the guy strand and to such a depth that the eye of the rod protrudes
from the ground a maximum distance of eight inches (8")after strain is applied,or to depths
as specified by the Engineer.Under no circumstances shall the eye of the rod be covered.
All anchors,unless otherwise specified,shall be tested.Anchors shall be tested with a
testing machine which can be aligned with the rod of the anchor such that only axial load is
applied with no up and down,or side to side movement.The testing equipment shall be
capable of accurately measuring the load applied to the anchor within tolerances acceptable
to the engineer.The engineer shall pre-approve all anchor testing equipment.All anchors
shall be tested at design tension as a minimum.All 23"disk anchors shall be pull
tested to a maximum load of 15,000 pounds,and all 19"disk anchors shall
be tested to a maximum load of 6,000 pounds.Maximum load shall be applied to
the anchor for a minimum of 5 minutes.The maximum allowable in line displacement of disk,
cone,and plate anchors is 2".Anchors which exceed the allowable 2"displacement shall
be completely removed,inspected for damage,and reinstalled by the contractor.Rock
anchors which exceed 1/4"displacement shall be replaced.
Anchor types and locations shall be staked as shown on Staking Drawings,and the
Structure Drawings except where field conditions require detailed instructions by the
Engineer.Should it appear that the specified or staked location of guys or anchors is
undesirable due to conflict with roads,streams,conductors,or other improvements-or due
to creating a hazard to property or persons-the installation shall be deferred until specific
instructions have been received from the Engineer.If the Contractor fails to get such
instructions,the relocation of the guys and anchors shall be at the Contractor's expense.
Points of attachment to poles shall be as shown on the Structure Drawings.Guys shall be
installed before conductors or overhead ground wires are strung.Prior to stringing,all guys
shall be tightened sufficiently to take out the slack in the guy strand.All nuts on pole
bands,clamps,and other fittings shall be tightened adequately but not excessively.
Fiberglass guy strain insulators shall be installed where specified on guys.The insulators
shall have a minimum breaking strength equal to or greater than the ultimate strength of the
guy wires to which they are attached.The length of the insulator(s)shall be great enough
to provide wet flashover voltage equal to or greater than the required BIL of the highest
voltage on the structure.
Installation of the guy strain insulators shall be accomplished in a manner to meet the
insulator positioning requirements given in the order of importance listed below:
Requirement 1 -Insulators shall be so located that the bottom of the insulator will not be
less than eight feet (8')above the ground at any point along an arc
described by it when its guy sags or is broken.
4 January 26,1994
When the insulator is used to reduce required clearances,is shall be so
located that the mid-section of the fiberglass insulator is at the point of
minimum clearance between the down guy and nearest conductor.
Additional insulators shall be used,if needed,to meet Requirement 3.
Requirement 2 -
The top of the insulator shall be below the lowest line conductor when
the guy strand is in a vertical position,except when the first requirement
prevents such positioning.
Requirement 3 -
All insulators under tension should not be less than six feet (6')from the
pole,if possible,after the above conditions have been met unless
otherwise specified.
Requirement 4 -
When anchor hole is in sufficient rock base,drill and grout with non-shrink grout as
specified in Transmission Standard TS-04-300.Grout shall be pumped into anchor holes,
not poured.
C.Framing Poles
Poles which have unprotected areas due to drilling of bolt holes,gaining the pole,sawing
the pole,etc.,are required to be treated with a penta solution.The treatment shall be
spread over all unprotected wood surfaces of the pole.Suggested methods include
brushing,pulling a penta saturated cloth through bolt holes,and spraying.
D.Final Grading
Direct surface drainage around the structure as required.Grade disturbed area around
each structure to blend with natural contours,as approved or directed by Owner's
authorized representative.
E.Structure Numbers
One tower number,furnished by Owner,will be installed on each structure.The numbers
will be on the side facing the nearest road so they can be easily observed.The structure
numbers will be composed of 4-inch adhesive backed numbers on aluminum plates,as
shown on the Structure List.Date nails,furnished by Owner,shall be installed near the
brand at a height of six (6)feet.
"H-Frame"structures which have structure numbers ending with zero shall be numbered
with 6"aluminum numbers on both sides of the crossarm.
TS-4 INSULATORS AND INSULATOR HARDWARE
Horizontal post,polymer insulators (rated for 138 kV operation)shall be installed on all
tangent structures and some small angle structures.
A.
Polymer suspension insulators,"Y"-clevis ball"type,rated at 10,000 pounds will be used
to deadend conductors and running angle structures.
B.
All insulators will be supplied in crates by the manufacturers.Contractor should handle
insulators with care in assembly.Foreign matter shall be cleaned from insulators before
mounting on the tower.
C.
TS-S CONDUCTOR STRINGING
5 January 26,1994
The handling,stringing,sagging,and clipping of conductor shall be by methods which will
prevent damage to the conductor and line structures in any way.Bends of less than the
minimum bending radius specified by the manufacturer will not be permitted.Braking of the
reels shall be positively controlled by means of a mechanically adjustable device and shall
be applied in a manner which will avoid damage to the conductor,reel,and line structures.
No more than two full reels of conductors shall be strung in tandem and then only if the
equipment used,in the opinion of the Owner,is adequate to string the conductor without
damaging it.Unreeling speed shall be dependent upon capability of machinery used and
adequate control of the conductor.
A.
Stringing equipment for conductor pulls shall be located in a manner which allows the entire
length of wire on the reel to be used without cutting or splicing.The engineer must pre-
approve all conductor pulls which require cutting wire or using less than full reels of
conductor.
Stringing sheaves shall have a minimum sheave diameter of 12"at the bottom of the
groove.Sheave surfaces which will contact conductors shall be coated with a resilient
material such as neoprene or rubber.The stringing sheaves may be hung on the insulator
strings or in straps equal to the string lengths attached to the structure arms with suitable
hooks or clamps placed so as to properly distribute the load through the arm.The sheave
shall support the conductor at its permanent elevation when clipped in,or all sheaves can
be placed an equal distance below the permanent elevation with the approval of the
owner's authorized representative.
B.
Any part of the structure subject to abrasion by any pulling line of conductor shall be
protected against damage by suitable lagging.The sock line for each conductor shall be of
sufficient length to avoid overloading the structures and damaging the conductor.The
sock lines shall be used in a manner,and shall be of such length that the conductors will not
be dragged transversely over the ground,horses,or lagging.The sock line shall be
connected to the conductor with a swivel connection in a stocking type grip.The tail wires
of the grip shall be taped down so that the grip will run freely in the sheaves and will not
damage the sheaves.Sheaves shall be protected from damage caused by steel pulling
lines at high tension.Sheaves damaged by pulling lines shall not be used for conductor.
C.
Conductors shall not be permitted to contact the ground at anytime,nor contact any object
which may damage it.Stringing shall be done by the tension method only,applied so that
the conductor will be installed,without damage.Tension machines shall be placed in line at
such a distance behind the first tower being strung so that the conductor slope to the first
support shall not exceed a ratio of 1 to 4.Reels shall be set behind and in line with the
tension machine,and feed the conductor directly into the tension machine.Lagging shall
be used when the ends of the conductor are being used for splicing and deadending.
D.
Adequate guards shall be provided where there may be danger of conductor being run
over by vehicles or damaged by other equipment and objects.Conductors shall not be left
in contact with horses,lagging,vegetable matter,or any conducting or semi-conducting
material longer than five (5)calendar days where the line is paralleling an energized
transmission line.
E.
Tension machines shall be designed and maintained to provide even tension during the
stringing operations and to assure safe and damage free handling and stringing of the
conductor.Groove diameters shall be as specified by the conductor manufacturer and shall
be coated with a conducting neoprene.
F.
G.Horses shall consist of a horizontal member supported at the ends by A-frames,or other
substantial arrangements such that the conductor shall be supported at least 4'above the
6 January 26,1994
ground at the horse.Guards shall be provided at the ends of the horses to prevent the
conductor from slipping off.Materials likely to be contacted by the conductor shall not
damage or contaminate the conductor with insoluble substances.
Lagging shall consist of any non-metallic material which will not damage or contaminate the
conductor with insoluble substances.It shall be of sufficient length and weight that it will
not be displaced by the motion of the conductor.
H.
I.The method of stringing used in a sag section -by tension -shall be the same for each
phase.All conductors on the structures shall be strung on the same day unless it is clearly
impractical to do so.During the stringing operation,conductor left in the stringing sheaves
shall be at a reduced tension.Adequate and proper ground clearance over roads,fields,
and railroads shall be maintained.
The maximum tension on the conductor during stringing operations shall not exceed the
tension shown for 120°F final in the Stringing Instructions for the sag section involved.
Changes in tension shall be gradual.
J.
Splices shall not be pulled through a sheave except with the approval of the Owner's
Authorized Representative.
K.
TS-6 SAGGING CONDUCTORS
Conductor shall be sagged for the temperature of the conductor at the same time of
sagging as specified in the Stringing Instruction or Sag Chart.All conductors in a sag
section shall be treated alike with respect to tensions and time intervals during sagging.
Sagging shall be completed no later than the next working day following stringing.
A.
The determination of sag shall be by means of transit or level.The conductor shall be
sagged within the tolerance of 0.01 x sag in feet,but not exceeding a maximum of 0.5 feet.
B.
C.The length of conductor sagged in one operation shall be limited to one or two reel lengths
or 18,000'maximum,unless otherwise approved by Owner's Authorized Representative
Conductors at end of sag section shall be snubbed so that no movement of conductor will
take place during sagging of adjacent sections.Snubs shall not be anchored so close to
structure that the crossarm will be overloaded.Anchoring of snubs will not be permitted to
any structure except deadend structures at the normal point of attachment.
The spans used for determining the correct sag shall be,where possible,the longer level
spans in the section of line being sagged.The sag shall be determined on both sides of
angle points of more than 10°.When sagging conductor lengths covering more than four
spans,the sag shall be determined at,or near each end,but in no case shall sagging
transits be more than two miles apart.In unusual situations,additional determinations may
be required.After the conductors in the spans used for the determination of correct sag
have been pulled to the correct tensions,as many successive spans as can be observed
from the instrument positions shall be checked by means of transit or other suitable
instruments to insure their relative positions are correct.
D.
When a sag section contains a suspension structure at an angle in excess of 10°,or a
deadend section,all conductors shall be pulled through the suspension and attached to
the deadend structure or structures at a slack tension before any conductor is finally
adjusted to correct sag.
E.
7 January 26,1994
The Contractor shall maintain a sagging log identifying the spans checked,sag,
temperature computed sag,and other pertinent data such as wind velocity.Sagging
operations shall not be carried on when in the opinion of the Owner's Authorized
Representative,wind,or other physical conditions prevent satisfactory sagging.
F.
The insulator and hardware assemblies on the three suspension structures adjacent to the
section to be sagged shall be clipped in.These assemblies shall be in the plumb position
upon completion of the sagging and during plumb marking.Where appreciable sag
correction is required at a structure adjacent to the last clipped in structure,snubbing of
conductor at the last clipped in structure will be required.
G.
TS-7 OLIPPING-IN
All conductors in a sag section shall be sagged and marked plum in one working day,and
clipped-in in sequence and in a time period not to exceed 3 days.
A.
B.Torque wrenches shall be used to tighten conductor clamp U-bolts to the torque specified
by the manufacturer.
TS-8 JUMPERS
The Contractor shall make up all jumpers and shall install all jumpers except those required at
substations and terminal structures.The jumpers shall be so proportioned and hung that under
normal conditions the clearances shall be 3'-0"between jumpers and structures.
TS-9 CONDUCTOR SPLICES AND DEADENDS
Splices shall not be made within 50 feet of suspension clamps nor within 100 feet of
another conductor fitting.Splices shall not be installed within 100 feet of deadend
assemblies.Splices shall be avoided over railroad,highway,rivers,and electric supply
crossings.
A,
B.Conductor splices will be of the aluminum bolted type.
C.Conductor deadends will be of the aluminum compression type.
TS-10 CONDUCTOR REPAIRS
Damage is any deformity on the surface of the conductor which can be detected by eye or
by feel.Damage includes,but is not limited to,nicks,scratches,abrasions,kinks,
basketing,popped out strands,and broken strands.
A.
Depending upon the severity of damage and the length of the damaged section,repairs
shall be made by careful smoothing with fine sand paper,covering with preformed repair
rods or by cutting and splicing.
B.
Kinked,basketed,or severely damaged sections of conductor shall be cut out.C,
When one aluminum strand is broken or nicked deeper than one-third its diameter,or when
a number of strands are reduced in area by not to exceed the area of one strand,preformed
repair rods shall be installed.When more than one strand is broken or the conductor is
reduced in area by more than one strand,the damaged section shall be cut out.
D.
When there is repeated damage at the same span or in consecutive spans,all conductor in
these spans shall be replaced.
E.
8 January 26,1994
F.All damage caused by come-alongs and other gripping devices shall be repaired or cutout,
as required by the Owner,before the conductor is finally sagged.
G.Not more than two splice assemblies or sets of preformed repair rods for repairing damage
shall be applied to any 200 feet of conductor except under the direction of the Engineer.
Splice assemblies shall not be installed within 50 feet of a suspension clamps nor within
100 feet of any other conductor fitting.Preformed repair rods shall not be installed within
1 5 feet of any structure.
TS-11 CONDUCTOR CLEANING
Any foreign matter such as pitch,paint,and grease placed on the conductor and fittings by the
Contractor shall be removed by noninjurious methods before the conductor is finally sagged.
TS-12 CONDUCTOR ARMOR RODS
Preformed Line Products (PLP)armor rods shall be installed on the conductor at all
locations specified in the structure drawings.Armor rods are provided to protect the
conductor from bending,compression and abrasive forces and to provide minimum
vibration protection.
A.
Armor rods shall be applied such that no more than 4 rods are applied at any one time.The
alignment of the ends of the rods should be maintained within 2 inches.Armor rods shall
be centered on the clamping location within 2 inches.The Contractor shall consult the
manufacturer's General Information Section (included with each Armor Rod Set)for other
installation instructions.
B.
TS-13 SHIELD WIRE
A single shield wire shall be installed.The shield wire is 5/16"galvanized high strength steel
strand.
The shield wire (overhead ground wire)shall be installed in a workmanlike manner so that no
damage occurs to the shield wire,the support tower or any other related materials and/or
equipment.Particular care shall be taken to prevent shield wire from contacting line conductor
during installation of shield wire or conductor.Tension stringing is not required on the installation
of the overhead shield wire.
The shield wire shall be sagged as shown on the "Sag Tension Chart"drawings for the existing
temperature.
Sagging procedures,instruction and restriction shall be the same as for the sagging of conductor.
The conductor sagging specifications will be used for sagging the shield wire.
The Owner will provide compression splices and automatic type deadends which will be used in
their appropriate locations.
TS-14 SHIELD WIRE ARMOR RODS
Preformed Line Products (PLP)armor rods shall be installed on the shield wire at all
locations on the permanent line.Armor rod is not required for the temporary line.Armor
rods are provided to protect the shield wire from bending,compression and abrasive forces
and to provide minimum vibration protection.
A.
9 January 26,1994
Armor rods shall be applied such that no more than 4 rods are applied at any one time.The
alignment of the ends of the rods should be maintained within 2 inches.Armor rods shall
be centered on the clamping location within 2 inches.The Contractor shall consult the
manufacturer's General Information Section (included with each Armor Rod Set)for other
installation instructions.
B.
TS-15 GROUNDING OF FENCES.BUILDINGS.AND OTHER METAL OBJECTS
Contractor shall install grounds on fences,buildings,and other metal objects as shown on the
Drawings or as directed by Owner's Authorized Representative.Idaho Power Company standards
on grounding of fences,buildings and other metal objects are included in the Miscellaneous
Drawing Section of this book.
10 January 26,1994
STR. LISTSTR.LIST
'
n
)i
L*h i *
STEEL POLE STRUCTURE LIST
Sheet 1 of 3JOB:VALLEY RANCH GOLF COURSE RELOCATION
PERMANENT LINE CONSTRUCTION
Conductor:397.5 "IBIS"
WO :33-433-010
By TLPDateMAY10.1994
Str.Span
Length
Line
Angle
Str.Ruling
Span RemarksSizeClassTypeAnchorsStationNo.
STRUCTURE STAYS6-23"
3-19"
2-60 ft.
1-55 ft.
3395 +55 BK
10 +00 AH
498 112°06'49
_
AHXS1NEWRS=41 4 Rt.
410 ft.Tmax =
STRUCTURE STAYSTVS-HL4000LBS
75 ft.LD-3 STL14+95499
457 ft.
STRUCTURE STAYSTAS-HL13°01"13
STL 1-23"75 ft.LD-350019+52 Lt.
466 ft.
STRUCTURE STAYSTVS-HL
STL75ft.LD-324+18501
462 ft.
STRUCTURE STAYSTVS-HL
STL28+80 80 ft.LD-3502
452 ft.
STRUCTURE STAYSTAS-HL4"51'41"
STL 1-23"LD-333+32 70 ft.503 Lt.
392 ft.
STRUCTURE STAYSTAS-HLANGLE ?
75 ft.LD-3 STL37+24504
391 ft.-iu
WOOD POLE STRUCTURE LIST
Sheet 2 of 3JOB:VALLEY RANCH GOLF COURSE RELOCATION
PERMANENT LINE CONSTRUCTION
Conductor:397.5 "IBIS"
WO :33-433-010
Date MAY 10,1994 By TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.
RemarksSizeClassTypeAnchorsStationNo.
STRUCTURE STAYSTVS-HL
505 41 +15 70 ft.LD-3 STL
375 ft.
STRUCTURE STAYSTAS-HL5°12'27"
1-23"44 +90 LD-3 STL50665ft.Lt.
336 ft.
STRUCTURE STAYSTVS-HL
75 ft.STL48+26 LD-1507
344 ft.
STRUCTURE STAYSTVS-HL
STL51+70 75 ft.LD-1508
341 ft.
STRUCTURE STAYSCS13°01'54
2-23"70 ft.STL55+11.24 LD-1509Lt.
367.6 ft.
RELOCATE INSTALLED STR.
SET POLE AT NEW LOCATION
ON CENTERLINE DOWN GUYS
@1:1 (VRT:HZ)SLOPE
D2S-HP70°17'38
6-23"STL58+78.80 RS =340 75 ft.LD-1510Lt.
Tmax =
4000 LBS216ft.
INSTALL STRUCTURETVS-HLJTfl
STL60+95 60 ft.LD-151OB1
200.5 ft.
WOOD POLE STRUCTURE LIST
Sheet 3 of 3JOB:VALLEY RANCH GOLF COURSE RELOCATION
PERMANENT LINE CONSTRUCTION
Conductor:397.5 "IBIS"
WO :33-433-010
Date MAY 10,1994 By TLP
Str.Str.Span
Length
Ruling
Span
Line
Angle RemarksSizeClassTypeAnchorsNo.Station
RELOCATE INSTALLED STR.
OFFSET POLE @ NEW LOCATION
6.8'LEFT OF CENTERLINE
DOWN GUYS @ 1:1 (VRT:HZ)
SLOPE.
RS =340
CSTmax=35°oo'47T13-
STL 3-23"511 62 +95.54 4000 LBS 75 ft.LD-1Rt.
RELOCATE INSTALLED STR.
OFFSET POLE @ NEW LOCATION
6.8'LEFT OF CENTERLINE
DOWN GUYS @ 1:1 (VRT:HZ)
SLOPE.
158.3 ft.
CS29°55'00"
STL 3-23"512 64 +53.87 75 ft.LD-1Rt.
253.1 ft.
INSTALL STRUCTURETVS-HL
STL70ft.LD-1512B67+07
INSTALL STRUCTURETVS-HLS'S 275 ft.
STL70ft.513 69 +82 LD-1;
STRUCTURE STAYSCS259.0 ft.12°05'38"fit
LD-1 STL 2-23"514 72 +40.99 75 ft.Lt.
309.0 ft.
STRUCTURE STAYSTVS-HLS">
STL70ft.LD-175+50515
300.2 ft.
STRUCTURE STAYS6-23"
3-19"
2-70 ft.
1-65 ft.
178+49.94 BK
3460 +90 AH
8°50'51"
AHXS1516Rt.
INSTALL GUY BRACING ON
OUTER PHASES SEE SHT
SHT.05-200-01
1-55 ft
1 -60 ft
EXIST.
AXS5093463+80
,r-
WOOD POLE STRUCTURE LIST
WO :33-433-010 JOB:VALLEY RANCH GOLF COURSE RELOCATION
TEMPORARY LINE CONSTRUCTION
Conductor:246.9 "ALLIANCE"
Sheet 1 of 4
Date MAY 10,1994 By TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.
No.Station Size Class Type Anchors Remarks
SOUTH END OF TEMPORARY
1 10 +00 2-40 ft.3 G-14D1RS=60*1-23"LINE
Tmax =
FLYING 1680 LBS CENTER OF FLYING TAP
SEE SHT.1 23A-50313TAP10+30 60 ft.
83°00'00
2 10 +60 3-40 ft 3 6-19"RS =482'Rt.AH
300 ft.Tmax =
3000 LBS
3 13 +60 55 ft.1 TR-HL
420 ft.
4 17 +80 65 ft.1 TR-HL
528.3 ft.
INSTALL POLE ON SPLIT OF
THE ANGLE.OFFSET 5.5'RT
OF CENTERLINE.
14°25'00
5 23 +08.27 65 ft.1 TA-HL 1-19"Lt.
501 .7 ft.
6 28 +10 65 ft.1 TR-HL
540 ft.
WOOD POLE STRUCTURE LIST
WO :33-433-010 JOB:VALLEY RANCH GOLF COURSE RELOCATION
TEMPORARY LINE CONSTRUCTION
Conductor:246.9 "ALLIANCE"
Sheet 2 of 4
Date MAY 10,1994 By TLP
Str.Span
Length
Ruling
Span
Line Str.
No.Station Angle Size Class Type Anchors Remarks
7 33 +50 65 ft.1 TR-HLRS=482'
535 ft.Tmax =
3000 LBS
8 38 +85 65 ft.1 TR-HL
565 ft.
9 44 +50 65 ft.1 TR-HL
330 ft.
10 47 +80 65 ft.1 TR-HL
590 ft.
11 53 +70 65 ft.1 TR-HL
490 ft.
12 58 +60 65 ft.1 TR-HL
410 ft.
13 62 +70 65 ft.1 TR-HL
470 ft.
!
WOOD POLE STRUCTURE LIST
WO :33-433-010 Sheet 3 of 4JOB:VALLEY RANCH GOLF COURSE RELOCATION
TEMPORARY LINE CONSTRUCTION
Conductor:246.9 "ALLIANCE"By TLPDateMAY10.1994
Str.Span Ruling
Span
Line
Angle
Str.
RemarksStationClassNo.Length Size Type Anchors
iiii
67 +40 65 ft.1 TR-HL14RS=482'
270 ft.Tmax =
3000 LBS
70 +10 65 ft.TR-HL151
470 ft.
74 +80 1 TR-HL1665ft.
551.9 ft.
INSTALL POLE ON SPLIT OF
THE ANGLE.OFFSET 5.5'LT
OF CENTERLINE.
14°31"57
80 +31.9 1-19"17 65 ft.1 TA-HLRt.
423.1 ft.
84 +55 65 ft.1 TR-HL18
421 ft.
11988+76 55 ft.TR-HL
300.8 ft.
75°00'00
6-19"3-50 ft 391+76.820 RS =60'Rt.AH
60 ft.Tmax =
1680 LBS
WOOD POLE STRUCTURE LIST
WO :33-433-010 JOB:VALLEY RANCH GOLF COURSE RELOCATION
TEMPORARY LINE CONSTRUCTION
Conductor:246.9 "ALLIANCE"
Sheet 4 of 4
Date MAY 10,1994 By TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.
No.Station Size Class Type Anchors Remarks

FLYING CENTER OF FLYING TAP
SEE SHT.1 23A-5031 3TAP92+07 RS =60'
Tmax =
1680 LBS NORTH END OF TEMPORARY
21 92 +37 2-50 ft.3 G-14D1 1-23"LINE
WOOD POLE STRUCTURE LIST
WO :33-433-010 JOB:VALLEY RANCH GOLF COURSE RELOCATION
REMOVAL OF EXISTING LINE -ORIGINALLY BUILT IN 1962
Conductor:4/0 "PENGUIN"
Sheet 1 of 3
Date MAY 10,1994 By TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.
No.Station Size Class Type Anchors Remarks
EXIST.EXISTING STRUCTURE
TO REMAIN.NO WORK
IS REQUIRED.INSTALL TAP
AT STA.3394 +75.
497 3389 +70 2-60 ft.2RS=600'AS
545 ft.Tmax =
8420 LBSEXIST.
498 3395 +15 2-60 ft.2 AS REMOVE STRUCTURE
570 ft.
EXIST.
499 3400 +85 2-60 ft.2 AS REMOVE STRUCTURE
569 ft.
EXIST.
500 3406 +54 2-65 ft.2 AS REMOVE STRUCTURE
673 ft.
EXIST.
501 3413 +27 22-70 ft.AS REMOVE STRUCTURE
673 ft.
EXIST.
502 3420 +00 2-65 ft.2 AS REMOVE STRUCTURE
510 ft.
EXIST.
503 3425 +10 2-65 ft.2 AS REMOVE STRUCTURE
515 ft.
WOOD POLE STRUCTURE LIST
WO :33-433-010 JOB:VALLEY RANCH GOLF COURSE RELOCATION
REMOVAL OF EXISTING LINE -ORIGINALLY BUILT IN 1962
Conductor:4/0 "PENGUIN"
Sheet 2 of 3
Date MAY 10.1994 By TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.
No.Station Size Class Type Anchors Remarks
EXIST.1-55 ft
2-60 ft
32°34'00
504 3430 +25 2 REMOVE STRUCTUREELt.1
540 ft.
EXIST.
505 3435 +65 2-60 ft.2 AS REMOVE STRUCTURE
560 ft.
EXIST.
506 3441 +25 2-60 ft.2 AS REMOVE STRUCTURE
585 ft.
EXIST.
507 3447 +10 2-60 ft.2 AS REMOVE STRUCTURE
690 ft.
EXIST.S =1200
508 3454 +00 2-70 ft 2 GX REMOVE STRUCTURE4
Tmax =
8420 LBS980ft.
EXIST.
3463 +80
1-55 ft
1-60 ft
STRUCTURE TO REMAIN.
INSTALL GUY BRACING ON
THE TWO OUTER PHASES
SHOWN ON SHT 05-200-01
509 2 AS
251 ft.
S<r0 Out?EXIST.1-60 ft
1-65 ft
EXISTING STRUCTURE
TO REMAIN.NO WORK
IS REQUIRED.
1 1 0 58'00
510 3466 +31 2 A-GKXRt.5
1169 ft.
WOOD POLE STRUCTURE LIST
WO :33-433-010 JOB:VALLEY RANCH GOLF COURSE RELOCATION
REMOVAL OF EXISTING LINE -ORIGINALLY BUILT IN 1962
Conductor:4/0 "PENGUIN"
Sheet 3 of 3
Date MAY 10.1994 By TLP
Str.Span
Length
Ruling
Span
Line
Angle
Str.
No.Station Size Class Type Anchors Remarks
EXIST.DISCONNECT JUMPERS AT
THIS STRUCTURE TO ENERGIZE
THE TEMP.LINE AND DE-
ENERGIZE THE EXIST.LINE.
s-ii r°
511 3478 +00 2-60 ft 2 GX 4
755 ft.
INSTALL FLYING TAP AT
STA.3478 +40i'J h**
EXIST.EXISTING STRUCTURE
TO REMAIN.NO WORK
IS REQUIRED.
512 3485 +55 2-60 ft 2 AS
MATERIAL LISTMATERIALLIST
j
)
..
••;ip -.?
aIDAHOPURCHASE
ORDER 7 2376
P.O.BOX 70 BOISE,IDAHO 83707-0070 PAGE OF 11COPY
TELEPHONE:[phone]
[phone]
DATE 03/16/95\X:
7
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUN
104.98TO:CATHODIC PROTECTION SERVICES
P0 BOX 50340
BILLINGS
MT 59105
$
PHONE (208)388
1 .G .WRIGHT
2.K.MCGINLEY
3.M .PERKINS
4.J.LEATON
5.B.KIDD
BUYER
2442
244 1
2449
2444 ,
2442/
c -\THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
V J
^ITEM BPARTNUMBER REQUIREIPCOSTOCKNUMBERUNITQUANTITYYUNITPRICEMANUFACTURERPROMISEDR
04-15-95
04-01-95
52.49479-1117 3AMG17D3SPT12102EA001
DOW
ANODE PACKAGED HIGH POTENTIAL
MAGNESIUM 17 LB ANODE WEIGHT
42 LB PACKAGED WEIGHT
@T PHILLIPSATTN:
1 154220REQN:P0402 ©T PH ILIIPS
VALLEY RANCH RELOCATION
WR T9402006 .0
WO 33-433-010
554
J
PUR 012 ACI
APURCHASE
ORDER 7 2 3 7 7POWER
P.O.BOX 70 BOISE,IDAHO 83707-0070 PAGE OF1 2COPY
^LEPHONE:[phone]
[phone]
DATE 03/16/95.AX:J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES.SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
3.784.80
TO:
OHIO BRASS CO
CUSTOMER SERVICE GROUP
P.O.BOX 1001
WADSW0RTH
OH 44281-0000
1
PHONE (208)388
2442
2441
2449
2444
2 4 47^
BUYER
1 .G .WR I GHT
2.K.MCGINLEY
3.M .PERKINS
4.J.LEATON
5 ¦B .-KJ.D-D V
r ATHEFOLLOWINGADDITIONALTERMSAPPLYTOTHISORDERUNLESSINDIVIDUALITEMSARENOTEDOTHERWISE
(83707)
10790 FRANKLIN ROAD
BOISE.ID 83709
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
SHIP TO:P.O.BOX 70
J
In em BPARTNUMBER REQUIRED
PROMISED
IPCO STOCK NUMBERQUANTITYUNIT Y UNIT PRICEMANUFACTURERR
04-15-95
07-07-95
256.003006EA522009-1002 390-1430
OHIO
INSULATOR POLYMER HORIZONTAL
LINE POST 138 KV ANSI 70 GRAY
COLOR WITH GAIN BASE AND GALV
IRON END FITTING
@T PHILLIPSATTN:
REQN:P0402 »T PHILLIPS
VALLEY RANCH RELOCATION
WR T9402006.0
WO 33-433-010
REFERENCE OHIO PROPOSAL 9500177-000
1 154220554
03-15-95
06-23-95
3 187.40511014-1201 390-256000212EA
OHIO
INSULATOR SUSP POLYMER 230 KV
F/STEEL TOWER 10000 LB WKG LD
WYE CLEVIS-BALL END FITTINGS
ANSI CLASS 52-5 W/C0R0NA RING
@G YAM0ATTN:
REQN:M6019 KG YAMO
CALDWELL ONTARIO 230 KV LINE
WO #33-402-105
1 154220554
INCLUDE 271761-3001
JPUR012ACI
/purchase
ORDERPOWER 72180
P.O.BOX 70 BOISE,IDAHO 83707-0070 PAGE OF1 2COPY
TELEPHONE:[phone]
[phone]
DATE 03/07/95AX:J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
5.173.00
PHONE (208)
G.WRIGHT
K.MCGINLEY
M.PERKINS
J.LEATON
£ K-LDJl—
TO:
MEYER INDUSTRIES
C/0 ROGERS-STRONG ASSOCIATES
2719 LEMEL CIRCLE
SALT LAKE CITY
UT 84115-0000
i
BUYER 388
2442
2441
2449
2444 j
2447^
1 .
2 .
3 .
V L
r r\THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
(83707)TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
J
REQUIRED^
PROMISED
BPARTNUMBERIPCOSTOCKNUMBERQUANTITYITEMUNITY UNIT PRICEMANUFACTURERR
04-15-95
05-01-95
2,779.000011EADC-2 70
MEYERS
MEYERS STEEL POLE CLASS DC-2
70 FT TOTAL LENTH FABRICATED
TO THE ATTACHED DRAWINGS
710-9144
ATTN:@T PHILLIPS
REQN:P0401
VALLEY RANCH RELOCATION
WO J3-433-010
WR T9402006 .0
PLEASE IMPROVE DELIVERY IF POSSIBLE
®T PHILLIPS 1 154220554
*
POLES ARE TO BE FABRICATED OF WEATHERING STEEL ASTM A588
GRADE 65 KSI UNCOATED ABOVE GROUND;BELOW GROUND LINE COATED WITH
CORR ICOTE II CLASSIC WITH MINIMUM 14 MIL DRY THICKNESS.
POLE TO INCLUDE GROUNDL I NE COLLAR AND IS TO BE PREDR I LLED
PER ATTACHED DRAWINGS
04-15-95
05-01-95
2,394.000021EA710-9143
MEYERS STEEL POLE CLASS DC-2
60 FT TOTAL LENGTH FABRICATED
TO THE ATTACHED DRAWINGS
ATTN:@T PHILLIPS
REON:P0401 eT PHILLIPS
VALLEY RANCH RELOCATION
WR T9402006,0
554 1 154220
V J
PUR 012 ACI
PURCHASE
ORDER
P.O.BOX 70 BOISE,IDAHO 83707-0070 7 2180
l_OF 2
^>3/07795
PURCHASE ORDER
COPY PAGE
[phone]
[phone]
"ELEPHONE:
AX:date
THIS PURCHASE ORDEHIS SUBJECTTO THE TERMS AND CONDITIONS ON THE REVFRrp o
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS REVERSE SIDE
ATTN:ACCOUNTS PAYABLE DEPT
RPwn im\™SH°W °RDER DUMBER ON
SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
TO:MEYER INDUSTRIES
C/0 ROGERS-STRONG ASSOCIATES
2719 LEMEL CIRCLE
SALT LAKE CITY
UT 84115-0000
TOTAL PURCHASE ORDER AMOUNT
_$ 5,173.00
buyer
1 .G .
2 .K .
3-M.PERKINS
4-J.LEATON
OQJ2
PHONE (208)388-
WRIGHT
MCGINLEY
2442
2441
2449
2444
244 7 J-B-
the following additionalterms a
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
Sales TAX:SUBJECT TO 5%IDAHO SALES TAX
PPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTEDOTHERWISE
SHIP TO:P.O.BOX 70 (83707)
10790 FRANKLIN ROAD
BOISE.ID 83709
quantity unit —£art number
manufacturerITEM
BIPCOSTOCKNUMBERY UNIT PRICE REQUIRFO
PROMISEDR
1 EA00 DC-2 70
MEYERS
710-9144 9 2,779.00 04-15-95
05-01-95
MEYERS STEEL POLE CLASS DC-2
70 FT TOTAL LENTH FABRICATED
TO THE ATTACHED DRAWINGS
ATTN:@T PHILLIPS
REQN:P040I »T PHILLIPS
VALLEY RANCH RELOCATION
WO 33-433-010
WR T9402006 .0
PLEASE IMPROVE DELIVERY IF POSSIBLE
554 154220
POLES ARE TO BE FABRICATED OF WEATHERING STEEL ASTM A568
GRADE 65 KSI UNCOATED ABOVE GROUND;BELOW GROUND LINE COATED WITH
CORRICOTE II CLASSIC WITH MINIMUM 14 MIL DRY THICKNESS.
POLE TO INCLUDE GROUNDL INE COLLAR AND IS TO BE PREDRILLEO
PER ATTACHED DRAWINGS
1 EA002 710-9143 2,394.00 04-15-95
05-01-95
MEYERS STEEL POLE CLASS DC-2
60 FT TOTAL LENGTH FABRICATED
TO THE ATTACHED DRAWINGS
ATTN:@T PHILLIPS
REQN;P0401 »T PHILLIPS
VALLEY RANCH RELOCATION
WR T9402006.0
554 1 154220
PUR 012 —
ACJ
M 02 r
IDAHO POWER C NY NO
PURCHASE REQUISITIONPODlSTRIuUTlON
"^1 ,/jffDATE
I ¦'Wt
MRR S
?TRUCK FREIGHT
?RAIL
?AIR FREIGHT
?UPS
BEST WAY
r,HQ^^,-7-00.0^0 I
\)J.O.&33 -4-33 -o(Q
COPY
LOCATION CHARGE TO ACCOUNT
i -li Aii<ja
'#0L VIAI'\.N UK
'L-L UY.i'^x I
SHIP TO TOWN
\1 fA 1 \c Oiolf {.o-jihe,¥e\-yfy\"Ir'wtp .L i;0 v\INTENDED USE
IPCO
STOCK
NUMBER
CATALOG
NUMBERFORPURCHASINGDEPTUSEWANTEDUNIT MAKE AND DESCRIPTION
M ^^ Pi Mr r-i -a.A
'>^'s-\I <£•_./V/tA vAA.y
r
VlU /L ^'t:~l '>.94-1DELIVERYREQUIREDUS EST COST
CHECK ONE:2
M/?.&%?SUBJECT TO IDAHO
SALES TAX
FOR OREGON USE
?FOR RESALE IN IDAHO
O
UUPREPAREDBYa
.
PUR 013 (5-90)
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006.C EST.DATE:04/20/94 WO#:33 433 010:
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
SO(LCNDAAAC#4/0-7 STR 310-0350 LB 5,638 56
WIRE GALV GUY 3/8EHS 365-0350 850 55FLB
N
CN PG 3 BLT 3/0-336 371-0428 EA 42 56C
CN PG 2 BLT 7 9 5 &3 3 6 371-0440 EA 6 55L
0
CN PG 3 BLT 795-795 371-0445 EA 9 56C
rCNWLD5/8 R0D-#6 CU 371-1260 33 55EAW
0
L^6 ^ideX56CLPSUSPAL.25-.65 371-1360 EA
3acA|CLP SUSP AL .40-.85 371-1365 18 56EA
i-p
R I ¦DE BLTD AL 1/0-4/0 372-0450 EA 12 55
I
O7 /<?36^DE BLTD AL 0.2-0.57 372-0480 EA 24 56
SodDEBLTDAL0.6-0.9B 372-0482 EA 9 56
Y
INS GUY STR 30000 78 390-1160 EA 34 55
VINSVERTCLT138PLMR390-1403 EA 15 56
/yicLuu krfniSINSHRZ138PLMRWD390-1430 EA 36 56
T
lotINSSUSP138KVWD10K0390-2540 EA 36 56
R
E CLP LP INS .35-.84 395-0925 EA 15 56
R ADPTR CLT V138KV INS 395-0926 EA 15 56
E
Q CLV-Y BALL 52-3 395-1075 EA 72 56
#
SHKL AN 5/8X2.75 30K 395-1505 EA 33 56
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
ESTIMATOR:TL PHILLIPS
LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006.C EST.DATE:04/20/94 WH WO#:33 433 010
ACCOUNT/
REO.QTY DEL.QTY SUB-ACCT
T
BIN LOCSTOCKNO.UNITIPARTDESCRIPTION
I55yicLut6,7/7?
5 6 ^
"40I395-1560 EACLVTHMBBNK
l_no
IF EA '30CLVTHMBBNK395-1560
IN
IC EA 33395-1600EYEOVALBALL52-3
IL 569SCKTEYEHL1W52-3 395-1626 EA
10
IC 56SCKTEYEHL5/8 52-3 24395-1627 EA
IW LINK SGL 5/8 IN 55395-1775 EA 12
10
/2 55 C/icLois
55 (7icLoi_
55 6±djL\,,
CyidM_Jb6743 F3
55 axdoj
55-sBOd
d7</2-(-1410-0155 EAPOLEWOOD55FTCL1
L
/lIAEAPOLEWOOD60FTCL1410-0160
IP /;I R I -POLE WOOD 65 FT CL 1 *18410-0165 EA
I
i/2POLEWOOD70FTCL1i410-0170 EA 55
I
I B I i POLE WOOD 40 FT CL 3
I Y I .
410-0340 EA 10 55
i/2IXARMASSYDE4X10X14411-1650 EA
I I i TBR LAM ALL GRADES 412-4000 BF 268
ISI AN DISK 19 IN TUBECO 450-0210 EA 8 55
IT
10 AN DISK 23 IN TUBECO 450-0310 EA 22 55
I R I I
I E I ,ROD GRD CW 5/8X8 FT 451-0425 EA 33 55
1/I R I ;ROD AN 3/4X9 TUBECO 451-0460 EA 8 55
IE
Z2IQIRODAN1X10TUBECO451-0560 EA 55
I#
SO<LBLTGALVDA7/8X22 452-1722 EA 2 55;
WO#:33 433 010
CM I 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006.C WO#:33 433 010EST.DATE:04/20/94
i ACCOUNT/1
REQ.QTY DEL.QTY|SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
BLT GALV DA 7/8X24 452-1724 EA 30 56
l
F I BLT SHDR EYE 3/4X14 452-2714 EA 6 55
N
BLT GALV MCH 1/2X6 2 55452-5406 EAC
L|j BLT GALV MCH 5/8X12 452-5512 EA 33 55
01
BLT GALV MCH 3/4X3 452-5603 EA 55C8I
W|j BLT GALV MCH 3/4X16 55452-5616 EA 80
0
BLT GALV MCH 7/8X14 55452-5714 EA 8
I
30AIBLTGALVMCH7/8X16 452-5716 56EA.
P
BLT GALV MCH 7/8X18 452-5718 14EA 55Ri
BLT GALV MCH 7/8X18 i452-5718 EA 56121
-
i
BLT GALV MCH 7/8X20B 452-5720 EA 55
Y I i
WSHR CRVD 3X3X11/16 454-1025 EA 66 55
!WSHR CRVD 4X4X15/16 454-1075 EA 22 55
S I |WSHR CRVD 4X4X15/16 454-1075 EA 42 56
T
WSHR CRVD 3X4X15/160 454-1090 EA 40 55
R i
El WSHR SPR 9/16 HOLE 454-1200 EA 2 55
R I WSHR SPR 11/16 HOLE
E|
454-1225 EA 33 55
WSHR SPR 13/16 HOLEQ 454-1250 EA 6 55
#
WSHR SPR 15/16 HOLE 454-1275 EA 30 55
\WO#:33 433 010CMI4500-002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .C EST.DATE:04/20/94 WO#:33 433 010
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT BIN LOCSTOCKNO. UNITPARTDESCRIPTIONJ.
I
I WSHR SPR 15/16 HOLE 454-1275.162 56EA
l_
I F I |WSHR SQ 2X2X9/16
|C I ;WSHR SQ 3X3X13/16
454-1325 4 55EA
IN
55454-1425 6EA
I L I WSHR SQ 4X4X15/16 EA 6 55454-1525
10
IC 55BRCX3BY5&16-6PS 457-1220 PR 4
IW EA 55CLPX-BRC 3BY5 SECN 457-1494 4
10
I I -GRIP GUY AUT 5/16 RL
LI
I A I GRIP GUY AUT 3/8
IP!.
I R 1 'GRIP GUY AUT 3/8 LNG
EA 56457-2265 8
;
457-2270 EA 26 55
457-2271 EA 558
I GRIP GUY FMD 3/8 EHS EA457-2320 102 55
L
I B I t GURD GUY YLW 8 457-2414 EA 34 55
I Y
CAdjLh-J £7/7<rII!EYE POLE PLT HD 457-2460 EA 60 55
I !
ISI ;
IT
i10
IR
IE
IR
IE
IQ
I#
WO#:33 433 010CMI4500-002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .C WO#:33 433 010EST.DATE:04/20/94
ACCOUNT/
REQ.QTY,DEL.QTY SUB-ACCT
IL
I BIN LOCSTOCKNO.UNITPARTDESCRIPTION
***************BIN STOCK **************************
U :&0CIFCNDCUSLDSDBR655330-0310 LB 46
ICI 56330-0310 LB 21CNDCUSLDSDBR6
l_l
145 55IL!|CND CW SLD #6 DSA 360-0135 LB
101
ICI |CN PG 1 BLT 6-2/0
LI ;
IWI 1 CN PG 1 BLT 6-2/0
55371-0418 EA 34
56371-0418 EA 30
101
55I374-2115 EA 94SLVCUTAPOFST6-6
I A I SLV CU TAP OFST 6-6 56374-2115 EA 21
IPI
I R I CLIP BONDING 5/8 IN 55457-1971 EA 33
I I
I CLIP BONDING 3/4 IN 457-1972 55EA40
I B I ,CLIP BONDING 7/8 IN 457-1973 55EA18
I I I CLIP BONDING 7/8 IN 457-1973 EA 36 56*I I
I I NUT MF 5/8 IN 457-2845 EA 33 55
i
I S I I NUT MF 3/4 IN
i t i :
101 NUT MF 7/8 IN
457-2850 EA 86 55l
1457-2855 EA 30 55
IR]i
I E |NUT MF 7/8 IN 457-2855 EA 162 56i
I R I I NUT GALV PLAIN 1/2 457-3018 EA 4 55
I E |
I Q I NUT GALV PLAIN 5/8 457-3020 EA 33 55|#|
I I NUT GALV PLAIN 3/4 457-3025 EA 86 55II
WO#:33 433 010CMI4500-002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
ESTIMATOR:TL PHILLIPS
WH.LQC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .C WO#:33 433 010EST.DATE:04/20/94
I ACCOUNT/!
REQ.QTYi DEL.QTYI SUB-ACCf,
!
BIN LOCISTOCKNO.UNITPARTDESCRIPTIONi
'I
I *****************BIN STOCK ************************
i
SacIFIjNUTGALVPLAIN7/8
I C I 'NUT GALV PLAIN 7/8
EA 55457-3030 40
IN
EA 126 56457-3030
ILI I NAIL CW 10D
101 I
ICI |CLIP GRD WIRE #6 CU
33 55457-5020 LB
55457-5065 EA 950
IW STAPLE FENCE 1 1/2 457-5070 LB 33 55
10
I
IA
IP
IR
i
|B«!iIY
I
IS
i t i ;¦i i
I R I
10
¦IE
I
IR
IE!
I Q I
I#
WO#:33 433 010CMI4500-002
MoW
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 1
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
EST.DATE:05/27/94 WO#:33 433 010WR#:T -T9402006 .D
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
56LB5,638CNDAAAC#4/0-7 STR 310-0350
850^55FIiWIREGALVGUY3/8EHS 365-0350 LB
N V/J Ar6><OD 5AV o56ICCNPG3BLT3/0-336 EA371-0428
556^371-0440 EAL|CN PG 2 BLT 795&336
0
56EA9CNPG3BLT795-795 371-0445C
33^55CNWLD5/8 R0D-#6 CU 371-1260 EAW
\tj*^0 X oW-56EA371-1365CLPSUSPAL.40-.85
XTI 56EACLPSUSPAL.70-1.17 371-1425A
P
12 X 55DEBLTDAL1/0-4/0 372-0450 EAR i
24 56372-0480 EADEBLTDAL0.2-0.57
gyl 56BDEBLTDAL0.6-0.9 372-0482 EA
Y ax 4>oi<-DE AUT AL 4/0 56372-0575 EA
ay1 1 .(o'^oec i ~7"ROD ARMOR AL 4/0 EA 56373-0300
Si INS GUY STR 30000 78 55390-1160 EA 34^
T
01 INS VERT CLT 138PLMR 56390-1403 EA 15
R
36XElINSHRZ138PLMRWD390-1430 EA 56
R I INS SUSP 138KV WD10K 390-2540 EA 39 56 f aV-
E
15^CLP LP INS .35-.84Q 395-0925 EA 56
#
ADPTR CLT V138KV INS 395-0926 EA 15 56
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION
**PAGE 2V
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:05/27/94
ACCOUNT/j
REQ.QTY DEL.QT Y SUB-ACCT BIN LOCPARTDESCRIPTIONSTOCKNO.UNIT
72"56395-1075 EACLV-Y BALL 52-3 I
yvfc'*(zp
40^
SHKL AN 5/8X2.75 30K 56395-1505 EAF
N
55EACICLVTHMBBNK395-1560
LI CLV THMB BNK EA 56395-1560 30^
0
(36)OV-56CEYEOVALBALL52-3 395-1600 EA
9/56WSCKTEYEHL1W52-3 395-1626 EA
0 A7&)A 0^SCKT EYE HL 5/8 52-3 395-1627 EA 56
A |LINK SGL 5/8 IN 55395-1775 EA 12/
P
2XR||POLE WOOD 55 FT CL 1 55410-0155 EA
/POLE WOOD 60 FT CL 1 410-0160 EA 1 55
18/B POLE WOOD 65 FT CL 1 410-0165 EA 55
Y
2 /POLE WOOD 70 FT CL 1 410-0170 EA 55
POLE WOOD 40 FT CL 3 410-0340 EA 10/55
S|XARM ASSY DE 4X10X14 411-1650 EA 2^55
T
268/01 TBR LAM ALL GRADES 412-4000 BF 55
R
8^E|AN DISK 19 IN TUBECO 450-0210 EA 55
Rl AN DISK 23 IN TUBECO 22/450-0310 EA 55
El
/Q I ROD GRD CW 5/8X8 FT I451-0425 EA 33 55
#1
/ROD AN 3/4X9 TUBECO 451-0460 EA 8 55
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION
*•
PAGE 3
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .D
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTREST.DATE:05/27/94 WO#:33 433 010
ACCOUNT/
REQ.QTYI DEL.QTY SUB-ACCTPARTDESCRIPTIONSTOCKNO.UNIT BIN LOC
ROD AN 1X10 TUBECO 451-0560 EA 22'55
F I BLT GAL V DA 7/8X22 452-1722 EA 2 55
N
CI BLT GAL V DA 7/8X24 452-1724 EA 30'56
6/LI ,BLT SHDR EYE 3/4X14 452-2714 EA 55
0
CI I BLT GALV MCH 1/2X6 452-5406 EA 2 ?55
I
W|BLT GALV MCH 5/8X12 452-5512 33/EA 55
0
BLT GALV MCH 3/4X3 452-5603 EA 55
A I BLT GALV MCH 3/4X16 452-5616 EA 80'55
P
R I BLT GALV MCH 7/8X14 452-5714 EA 8 55
BLT GALV MCH 7/8X16 452-5716 EA 3(y 56I
B I BLT GALV MCH 7/8X18 452-5718 EA 14'55
Y
/BLT GALV MCH 7/8X18 452-5718 EA 12 56
BLT GALV MCH 7/8X20 452-5720 EA 55
|S|WSHR CRVD 3X3X11/16 454-1025 EA 66'55
IT
10]WSHR CRVD 4X4X15/16 454-1075 EA 22^;55
IR
t E ]WSHR CRVD 4X4X15/16 454-1075 EA 42'¦56i
I R 1 WSHR CRVD 3X4X15/16 454-1090 EA 40'55
IE
1 Q I WSHR SPR 9/16 HOLE /454-1200 EA 2 55
I#
I WSHR SPR 11/16 HOLE /454-1225 EA 33 55
I
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION
•1 PAGE 4
ESTIMATOR:TL PHILLIPS
WH.LOC .:020 1 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006.D WO#:33 433 010EST.DATE:05/27/94
ACCOUNT/
REO,QTY DEL.QTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
556*^WSHR SPR 13/16 HOLE 454-1250 EA
55FIWSHRSPR15/16 HOLE EA 3QS454-1275
N
56162'C|.WSHR SPR 15/16 HOLE 454-1275 EA
554'LI WSHR SQ 2X2X9/16 EA454-1325
0
55CIWSHRSQ3X3X13/16 454-1425 EA 6'I
55W|j WSHR SQ 4X4X15/16 6'454-1525 EA
0
554^BRC X 3BY5 &16-6PS 457-1220 PR
55EA4'A CLP X-BRC 3BY5 SECN 457-1494
P
R I GRIP GUY AUT 5/16 RL 56457-2265
I
457-2270
EA
GRIP GUY AUT 3/8 26 55EA
Bl GRIP GUY AUT 3/8 LNG 8^55457-2271 EA
Y
GRIP GUY FMD 3/8 EHS 10 2-'55457-2320 EA
sGURDGUYYLW8 55457-2414 EA 34
?
SI EYE POLE PLT HD 457-2460 EA 60 55
T
0
R
R
E I
Q I
#1
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 5
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:05/27/94
ACCOUNT/
REQ.OTY.DEL.OTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
**********stock!*****;*****;**************
55330-0310 46LBFCNDCUSLDSDBR6
N
56LB21CNDCUSLDSDBR6330-0310C
55LICNDCWSLD#6 DSA 360-0135 LB 145
0
CN PG 1 BLT 6-2/0 5534C371-0418 EA
56CNPG1BLT6-2/0 30W371-0418 EA
0
55SLVCUTAPOFST6-6 374-2115 EA 94
56ASLVCUTAPOFST6-6 374-2115 EA 21
P
R I CLIP BONDING 5/8 IN 55457-1971 EA 33
CLIP BONDING 3/4 IN 457-1972 EA 40 55
B |CLIP BONDING 7/8 IN 55457-1973 EA 18
Y
CLIP BONDING 7/8 IN ¦457-1973 EA 36 56
NUT MF 5/8 IN 457-2845 EA 5533
S|NUT MF 3/4 IN 457-2850 EA 86 55
T
01 NUT MF 7/8 IN 457-2855 EA 30 55
R
E!1 NUT MF 7/8 IN 457-2855 EA 162 56
Ri I NUT GAL V PLAIN 1/2 457-3018 EA 4 55
E
Q I NUT GALV PLAIN 5/8 457-3020 EA 33 55
#
NUT GALV PLAIN 3/4 457-3025 EA 86 55
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 6
ESTIMATOR:TL PHILLIPS
WH.LQC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
EST.DATE:05/27/94 WO#:33 433 010WR#:T -T9402006 .D
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCTIPARTDESCRIPTION BIN LOCSTOCKNO.UNIT
I
*******************************gjN STOCK *****'*****
F I NUT GALV PLAIN 7/8 55457-3030 EA 40
C|NUT GALV PLAIN 7/8 56457-3030 EA 126
J
LI NAIL CW 10D 55457-5020 LB 33
0 I
CI CLIP GRD WIRE #6 CU 55457-5065 EA 950
W|STAPLE FENCE 1 1/2 55457-5070 LB 33
i01
I
J
A I
PI
R I
B I
Yl
S
T
0
R
E
IR
iE
Q i ;#
WO#:33 433 010
CM1 4500 -002
Idaho Power Company PURCHASE
ORDER 68741
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OF:COPY l iTELEPHONE:
,-AX:DATE 08/05/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS.SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUN'
15.999.00
TO:ACPC INC.
C/0 D'EWART REPRESENTATIVES
P.0.BOX 866
BOTHELL
WA 98041-0000
$
PHONE (208)383
1 .G .WRIGHT
2.K.MCGINLEY
3.M .PERKINS
4 .J .LEATON
5 B,—ICI-UCU-
BUYER
2442
2441
2449
2444
2 4 4 7--
THE FOLLOWING ADDITIONAL TERMS APPLY TQ THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
SHIP TO:16 E.CARBINATE
HAI LEY ,ID 83333
[item PART NUMBER BIPCOSTOCKNUMBER REQUIREDQUANTITYUNITYUNITPRICEMANUFACTURERPROMISEDR
00 15180 LB IBIS NS 310-0400 2 1.05 09-07-94
09-30-94
CONDUCTOR ACSR 397.5 KCMIL
26/7 IBIS NON-SPECULAR PER
IPCO STD CND-ALUM-0589 (C0ND
WT AND REEL TYPE AS REQUESTED)
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
<3T PHILLIPS
REQN:M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE 33+33010
385 1 154220
$1 ,046/LB ON 84,36 RETURNABLE REELS WITH
7,590 LBS OR 13,890 FEET PER REEL.CONFIRMED
BY FAX.DO NOT DUPLICATE.PLEASE EXPEDITE.
REEL DEPOSIT OF $525/REEL.
(NOTE TO IPCO:AN EXCESS OF 3,367 LBS WILL BE
LEFT AFTER THIS PARTICULAR JOB AND IT WILL BE
TRANSFERRED INTO STORES STOCK.)
PUR012 (10-91)ACI
PURCHASE
ORDERIdahoPowerCompany 67193
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
OFPAGECOPYl l
TELEPHONE:
FAX:DATE 06/01/94)
J
CHANGE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDE.SHOW ORDER NUMBER ON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT LINE ITEM ADD
TOTAL PURCHASE ORDER AMOUNT
768.00 TO:ANDERSON ELECTRICAL CONNECTORS
C/0 PETERSON COMPANY
P.O.BOX 25536
SALT LAKE CITY
UT 84125-0000
i
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M .PERKINS
4.J.LEATON
5_ B .KIDD
BUYER 383
2442
2441
2449
2444
9447 J
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE.ID 83709
REQUIREDBIPCOSTOCKNUMBERPARTNUMBER
Y UNIT PRICEQUANTITYUNITITEM PROMISEDMANUFACTURERR
003 48 EA HAS-1 18-S
ANDERSON
CLAMP SUSPENSION ALUMINUM
.70-1.17 INCH CONDUCTOR RANGE
FURNISHED WITH SOCKET EYE
CONNECTOR AND SS COTTER KEY
@T.PHILLIPS
371-1425 16.00 00-00-00
06-24-94
ATTN:
REGN:M0290
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
WO 033-433-010
•T.PHILLIPS 554 1 154220
REPLACEMENT FOR ITEM 001
ACIPUR012(10-91)
Id h P C a'—r¦<•—ra|
COPY I
PURCHASE
ORDER 67193
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OF1 1
TELEPHONE:
-AX:DATE 05/12/94J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUN'
862.20 TO:ANDERSON ELECTRICAL CONNECTORS
C/0 PETERSON COMPANY
P.O.BOX 25536
SALT LAKE CITY
UT 84125-0000
i
PHONE (208)383
2442
2441
2449
2444
.2.4.477
BUYER
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
5.B.KIDD
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
SHIP TO:P.O.BOX 70 (83707)
10790 FRANKLIN ROAD
BOISE,ID 83709
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
flTEM BPARTNUMBER REQUIREDIPCOSTOCKNUMBER
QUANTITY YUNIT UNIT PRICEMANUFACTURER PROMISEDR
00 36 EA HAS-62-S
ANDERSON
CLAMP SUSPENSION ALUMINUM
.25-.65 INCH CONDUCTOR RANGE
FURNISHED WITH SOCKET EYE
CONNECTOR AND SS COTTER KEY
@T.PHILLIPS
371-1360 05-16-94
06-24-94
3 12.95
ATTN:
REQN:M0298 OT.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
002 24 EA SD-57-N
ANDERSON
DEADEND BOLTED AL QUADRANT
STRAIN CLAMP HOT DIPPED GALV
STEEL HARDWARE SS COTTER PIN
CLAMP RANGE 0.20-0.57
@T.PHILLIPS
372-0480 05-16-94
05-20-94
3 16.50
ATTN:
REQN:M0290 »T.PHILLIPS
33-433-0101
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
PUR 012 (10-91)ACI
Idaho Power Company PURCHASE
ORDER 67176
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYl l
TELEPHONE:
FAX:DATE 05/17/94
J
CHANGE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT LINE ITEM CHANGE
TOTAL PURCHASE ORDER AMOUN"
MB-QQ
TO:TUBECO
301 E.1ST STREET
CRANE
TX 79731-0000
i
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
-5- EL K I DP
BUYER 383
2442
2441
2449
2444
-Z.4AjJ
THE FOLLOWING ADDITIONAL TERMS APPLY TQ THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
(item PART NUMBER BIPCOSTOCKNUMBER REQUIREDQUANTITYUNITYUNITPRICEMANUFACTURERPROMISEDR
00 22 EA 36133100
TUBECO
ROD ANCHOR 1 INCH X 10 FOOT
40,000 LB ULT WITH POLY JACKET
INSULATING WASHER NUT AND
GALVANIZED TRIPLE STRAND EYE
@T.PHILLIPS
451-0560 3 29.00 05-16-94
05-16-94
ATTN:
REQN:M0290 ©T.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
CHANGE ORDER WILL CORRECT PRICE
PUR 012 (10-91)ACI
PURCHASE
ORDERIdahoPowerCompany
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
67176
PAGE OFCOPYl l
TELEPHONE:
FAX:DATE 05/17/94J
CHANGE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT LINE ITEM CHANGE
TOTAL PURCHASE ORDER AM0UN'
638.00
TO:TUBECO
301 E.1ST STREET
CRANE
TX 79731-0000
1
PHONE (208)383
1 .G .WRIGHT
2.K.MCGINLEY
3.M .PERKINS
4.J.LEATON
s. R .k inn
BUYER
2442
2441
2449
2444
JIAAJJ
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
flTEM REQUIREDPARTNUMBERBIPCOSTOCKNUMBER
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
00 22 EA 36133100
TUBECO
ROD ANCHOR 1 INCH X 10 FOOT
40,000 LB ULT WITH POLY JACKET
INSULATING WASHER NUT AND
GALVANIZED TRIPLE STRAND EYE
0T.PHILLIPS
451-0560 3 29.00 05-16-9^
05-16-9'
ATTN:
REQN:M0290 »T.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
CHANGE ORDER WILL CORRECT PRICE
PUR 012 (10-91)ACI
EE PURCHASE
ORDERIdahoPowerCompany 67178
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYl 3
TELEPHONE:
FAX:DATE 05/11/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT.
TOTAL PURCHASE ORDER AMOUN"
7,254.50TO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
P 0 BOX 7568
BOISE
ID 83704-0000
i
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
5 .B .K I DP
BUYER 383
2442
2441
2449
2444
2 4 47./
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
BPARTNUMBER REQUIREDIPCOSTOCKNUMBER
ITEM QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
00 70 EA CT-88H-BNK
C0NTINENTL
395-1560 3 7.40 05-16-94
05-13-94
CLV THMB HOT GALV W/B0LT NUT
&SS COTTER KEY 0.88 IN GROOVE
MIN ULT STR 30,000 LB THIMBLE
25,000 LB PULLING EYE
FRT TERMS:PREPAID AND ALLOWED
SHIP TO:(83707)P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
0T.PHILLIPSATTN:
REQN:M0290
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
•T.PHILLIPS 554 1 154220
002 12 EA 0VSAR-2P
CR0USE
REFRACTOR ACRYLIC 2-WAY FOR
100 WATT HIGH PRESSURE SODIUM
STREET LIGHT
495-2000 24.75 00-00-00
05-30-94
3
FRT TERMS:PREPAID AND ALLOWED
PUR 012 (10-91)AC!
PURCHASE
ORDER 67 178,^^^^8a^BBa8aSB^^aE8SaSSgS8S3^B^^SS5SBMSBBSS^^SaBSSBSSMBEgS^^SaSBSE^SjB^,
COPY 2 of 3PAGEJ
05/1 1/94DATETO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
ePARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIRED
PROMISED
YITEMQUANTITYUNIT UNIT PRICER
SHIP TO:(83707)P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
@V .JONESATTN:
REQN :J7885 »V.JONES
STOCK
554 1 154220
003 60 EA PEP -66-45
C0NTINENTL
EYE POLE PLATE HEAVY DUTY GALV
IRON 20000 LB ULT STR 3/4 INCH
MAX PIN 3/4 INCH MAX BOLT TWO
BOLT MOUNT
05-16-94
05-13-94
457-2460 3.603
FRT TERMS:PREPAID AND ALLOWED
SHIP TO:(83707)P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
@T.PHILLIPSATTN:
REON:M029O »T.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
004 30 EA 526-27.752
JOSLYN
1"-14 THREADED STUD CONNECTOR
FOR 750 KCM COPPER STRANDED
CABLE
62.25 00-00-00
06-03-94
714-1134 3
FRT TERMS:PREPAID AND ALLOWED
P.O.BOX 1000(83204)
656 SOUTH SECOND
POCATELLO,ID 83201
SHIP TO:
ATTN:
REQN;M4574 T.HUNTER
DONN SUB
465 1 154220
005 30 EA J80-111
JOSLYN
54.00 00-00-00
-06-03-94
714-1135 3
UNIVERSAL AERIAL LUG 1"-14
STUD 2-1000 MCM TAKE OFF WIRE
SIZE
FRT TERMS:PREPAID AND ALLOWED
PURCHASE
ORDER 67 178
COPY 3 of 3PAGE
05/11/94DATETO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
BPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIRED
PROMISED
YITEMQUANTITYUNIT UNIT PRICER
SHIP TO:P.O.BOX 1000(83204)
656 SOUTH SECOND
POCATELLO,ID 83201
ATTN:
REQN:M4574 T.HUNTER
OONN SUB
465 1 154220
006 72 EA GPB2-568M-48V
CONTINENTL
ARM FIBERGLASS VERTICAL 1 INCH
PINS 2 PHASE 48 INCH SPACING
1 1/2 INCH ROD COLOR GRAY
411-3200 38.00 00-00-00
00-00-00
2
FRT TERMS:PREPAID AND ALLOWED
SHIP TO:P.O.BOX 70 (83707)
10790 FRANKLIN ROAD
BOISE,ID 83709
(3D.REEDATTN:
REON:M5533 »D.REED
STOCK
554 1 154220
PURCHASE
ORDERIdahoPowerCompany 67176
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYl l
TELEPHONE:
"AX:DATE 05/11/94
J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
2,016.00
PHONE (208)
G.WRIGHT
K.MCGINLEY
M.PERKINS
J.LEATON
£_ KJJ1IL
TO:TUBECO
301 E.1ST STREET
CRANE
TX 79731-0000
i
BUYER 383
2442
2441
2449
2444
?4 4 iJ
1 .
2 .
3 .
4 .
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL iTEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
[item PART NUMBER BIPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
001 22 EA 36133100
TUBECO
ROD ANCHOR 1 INCH X 10 FOOT
40,000 LB ULT WITH POLY JACKET
INSULATING WASHER NUT AND
GALVANIZED TRIPLE STRAND EYE
(PT.PHILLIPS
451-0560 3 28.00 05-16-94
05-16-94
ATTN:
REQN:M0290
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
8T.PHILLIPS 554 1 154220
002 50 EA 36133100
TUBECO
ROD ANCHOR 1 INCH X 10 FOOT
40,000 LB ULT WITH POLY JACKET
INSULATING WASHER NUT AND
GALVANIZED TRIPLE STRAND EYE
@V.JONES
451-0560 S 28.00 00-00-00
05-16-94
ATTN:
REQN:J 7885 »V.JONES
STOCK
554 1 154220
PUR 01Z (10-91)ACI
PURCHASE
ORDERIdahoPowerCompany 67177
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
OFPAGECOPYl l
TELEPHONE:
-AX:DATE 05/11/94
J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUN
7,848.00
PHONE (208)
G.WRIGHT
K.MCGINLEY
M.PERKINS
J .LEATON
B ¦KIDD
TO:OHIO BRASS CO
CUSTOMER SERVICE GROUP
P.O.BOX 1001
WADSWORTH
OH 44281-0000
i
BUYER 383
2442
2441
2449
2444
.2.44.7 7
1 .
2 .
3 .
4 .
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
[item BPARTNUMBER REQUIREDIPCOSTOCKNUMBERQUANTITYYUNITUNITPRICEMANUFACTURERPROMISEDR
00 36 EA 522009-1002 390-1430 3 218.00 05-16-94
06-30-94OHIO
INSULATOR POLYMER HORIZONTAL
LINE POST 138 KV ANSI 70 GRAY
COLOR WITH GAIN BASE AND GALV
IRON END FITTING
@T.PHILLIPSATTN:
REGN:M0290 ©T .PH ILL I PS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
PUR 012 (10-91)ACI
yfrrrnrm
PURCHASE
ORDERIdahoPowerCompany 67233
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYl l
TELEPHONE;
-AX:DATE 05/12/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AM0UN1
953.00 TO:CASCADIAN CROSSARM CO
ATTN:TERRY HARRIS
2075 CROSS ST./P.O.BOX 2584
EUGENE
OR 97402-0000
i
PHONE (208)383
1 .G .WRIGHT
2.K.MCG I N LEY
3.M.PERKINS
4.J.LEATON
5--B,.K I.DP
BUYER
2442
2441
2449
2444
2 4.4.7J
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE.ID 83709
ITEM
PART NUMBER BIPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
00 2 EA CCC 8300-15 411-1650 2 476.50 05-16-94
06-30-94
XARM ASSY 14FT X 4IN X 10IN
GALV DE TEES &XARM MT DRILLED
FINISHED &DESIGN LOADINGS PER
MATERIAL STANDARD 411-1650
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T .PHILLIPS
REQN:M0290 eT.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
354 1 154220
CONFIRMED BY FAX.DO NOT DUPLICATE.
PLEASE EXPEDITE.
PUR 012 (10-91)ACI
Idaho Power Company
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PURCHASE
ORDER 60743-F3
PAGE 1 0F 2COPYTELEPHONE:
FAX:DATE 05/13/94
7
SYSTEM CONTRACTTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT RELEASE
TOTAL PURCHASE ORDER AMOU
24,555.00TO:J H BAXTER COMPANY
120 ALVA PARK
P 0 BOX 10797
EUGENE
OR 97440-2797
$
PHONE (208)333
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
KIDD
BUYER
2 +42
2 44 1
2 44 S
2444
5,B 24477
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
REQUIRED ^BPARTNUMBERIPCOSTOCKNUMBERQUANTITYYITEMUNIT UNIT PRICEMANUFACTURER PROMISED_R
00 10 EA BY DESCRIPTION
BAXTERJH
POLE WOOD 40 FOOT CLASS 3
MANUFACTURED AND TREATED IN
ACCORDANCE WITH IDAHO POWER
SPECIFICATION WP-0592
350.00410-0340 00-00-K
OC-OC-Cl
ATTN:
REQN;M0290 T PHILLIPS
VALLEY RANCH GOLF COURSE
554 1 154220
002 2 EA BY DESCRIPTION
BAXTERJH
POLE WOOD 55 FOOT CLASS 1
MANUFACTURED AND TREATED IN
ACCORDANCE WITH IDAHO POWER
SPECIFICATION WP-0592
410-0155 675.00 00-00 -GC
00-00-00
ATTN:
REON:M0290 T PHILLIPS
VALLEY RANCH GOLF COURSE
554 1 154220
oo:1 EA 795.00410-0160 05-16-94
06-01-91
2
POLE WOOD 60 FOOT CLASS 1
MANUFACTURED AND TREATED IN
ACCORDANCE WITH IDAHO POWER
SPECIFICATION WP-0592
@T.PHILLIPSATTN:
PUR 012 (10-91)ACI
PURCHASE
ORDER 60743-F3,I'TWvi^v^vrivirrav/Wv'-Iv/Wv;^-:-:-^
COPY 2 of 2PAGE
05/13/94DATETO:J H BAXTER COMPANY
BPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIREDYITEMQUANTITYUNITUNITPRICEPROMISEDR
REQN:M0290 »T.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
1 1 34220554
PLEASE DELIVER THE POLES ON THIS P 0 ASAP.
004 18 EA 410-0165 2 920.00 05-16-94
06-01-94
POLE WOOD 65 FOOT CLASS 1
MANUFACTURED AND TREATED IN
ACCORDANCE WITH IDAHO POWER
SPECIFICATION WP-0592
@T.PHILLIPSATTN:
REQN:M0290 »T.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 t 154220
005 2 EA 1,175.00 05-16-94
06-01-94
2410-0170
POLE WOOD 70 FOOT CLASS 1
MANUFACTURED AND TREATED IN
ACCORDANCE WITH IDAHO POWER
SPECIFICATION WP-0592
@T.PHILLIPSATTN:
REQN:M0290 »T.PHILLIPS
33-433-010
VALLEY RANCH GOLF COURSE RELOCATION TEMP LINE
554 1 154220
I
!
I
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 1
ESTIMATOR:TL PHILLIPS ¦
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .D WO#:33 433 010EST.DATE:07/20/94
ACCOUNT/
req.oty;DEL.QTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
CND AAAC #4/0-7 STR 56310-0350 LB 5 .638
F |I WIRE GALV GUY 3/8EHS 55365-0350 LB 810
N £CN PG 3 BLT 3/0-336 56371-0428 EA 45C
J
.JLICNPG2BLT795&336 371-0440 EA 6 55 A 3-
£G:lo
O)
(O
Q.IC r56CNPG3BLT795-795 371-0445 EA 6
°I*^
Wl I CN WLD 5/8 R0D-#6 CU 55371-1260 EA 33 is01f8 0)
C
£S d I g®u. o a. £
CLP SUSP AL .40-.85 371-1365 EA 566 o E
E StACLPSUSPAL.70-1.17 ;37 1-1425 EA 48 56
reP
EDEBLTDAL1/0-4/0R 372-0450 EA 12 55
DE BLTD AL 0.2-0.57 372-0480 EA 24 56
$&
cBDEBLTDAL0.6-0.9 ;37 2-0482 EA 6 56
I ^Y
DE AUT AL 4/0 372-0575 EA 6 56
^3></>—*LlRODARMORAL4/0 373-0300 EA 36 56 O
SI INS GUY STR 30000 78 390-1160 EA 24 55
T
0 INS VERT CLT 138PLMR 390-1403 EA 15 56
R
E INS HRZ 138 PLMR WD 390-1430 EA 36 56
R INS SUSP 10 POR 52-3 390-2500 EA 25 56
E
Q INS SUSP 138KV WD 1 OK 390-2540 EA 33 56
#
CLP LP INS .35-.84 395-0925 EA 15 56
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTREST.DATE:07/20/94 WO#:33 433 010
ACCOUNT/;
REQ.QTY,DEL.QTY SUB-ACCT BIN LOCPARTDESCRIPTIONSTOCKNO.UNIT
ADPTR CLT V138KV INS 395-0926 EA 15 56
F CLV-Y BALL 52-3 395-1075 EA 78 56
N
C SHKL AN 5/8X2.75 30K 395-1505 EA 33 56
LI CLV THMB BNK 395-1560 EA 32 55
0
CI CLV THMB BNK 395-1560 EA 30 56
W EYE OVAL BALL 52-3 395-1600 EA 33 56
0
SCKT EYE HL 1 W 52-3 395-1626 EA 6 56
SCKT EYE HL 5/8 52-3A 395-1627 EA 27 56
P
Rl LINK SGL 5/8 IN 395-1775 EA 12 55
POLE WOOD 55 FT CL 1 410-0155 EA 3 55
B POLE WOOD 60 FT CL 1 410-0160 EA 2 55
Y
POLE WOOD 65 FT CL 1 410-0165 EA 16 55
POLE WOOD 70 FT CL 1 410-0170 EA 2 55
S POLE WOOD 40 FT CL 3 410-0340 EA 5 55
T
0 POLE WOOD 50 FT CL 3 410-0350 EA 5 55
R
El i XARM ASSY DE 4X10X14 411-1650 EA 2 55
412-4000RlTBRLAMALLGRADES BF 268 55
E
Q AN DISK 19 IN TUBECO 450-0210 EA 6 55
#
AN DISK 23 IN TUBECO 450-0310 EA 22 55
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTREST.DATE:07/20/94 WO#:33 433 010
ACCOUNT/
REQ.QTY DEL.OTY SUB-ACCTDARTDESCRIPTION BIN LOCSTOCKNO.UNIT
ROD GRD CW 5/8X8 FT 451-0425 EA 5533
ROD AN 3/4X9 TUBECOF 451-0460 EA 556
N
C ROD AN 1X10 TUBECO 451-0560 EA 22 55
I L I BLT GALV DA 7/8X22 452-1722 EA 552
0
CI BLT GALV DA 7/8X24 452-1724 EA 5630
I
W|BLT SHDR EYE 3/4X14 452-2714 EA 6 55
0
BLT GALV MCH 1/2X6 452-5406 EA 2 55
A I BLT GALV MCH 5/8X12 452-5512 EA 33 55
P
R I BLT GALV MCH 3/4X3 452-5603 EA 18 55
BLT GALV MCH 3/4X16 452-5616 EA 64 55
B I BLT GALV MCH 7/8X14 452-5714 EA 8 55
Y
BLT GALV MCH 7/8X16 452-5716 EA 4 55
BLT GALV MCH 7/8X16 1452-5716 EA 30 56
SI BLT GALV MCH 7/8X18 452-5718 EA 14 55
T
0|BLT GALV MCH 7/8X18 452-5718 EA 12 56
R
El BLT GALV MCH 7/8X20 452-5720 EA 55
R I WSHR CRVD 3X3X11/16 454-1025 EA 66 55
E
Q I WSHR CRVD 4X4X15/16 454-1075 EA 22 55
#
WSHR CRVD 4X4X15/16 454-1075 EA 42 56
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
CUSTOMER NAME:VALLEY RANCH
EST.DATE:07/20/94
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR WO#:33 433 010WR#:T-T9402006.D
ACCOUNT/
REQ.QTY DEL.OTY SUB-ACCT BIN LOC¦PART DESCRIPTION STOCK NO.UNIT
WSHR CRVD 3X4X15/16 55454-1090 EA 40
Fl WSHR SPR 9/16 HOLE EA 55454-1200 2
N
CI WSHR SPR 11/16 HOLE EA 55454-1225 33
LI WSHR SPR 13/16 HOLE 454-1250 EA 556
0
CI WSHR SPR 15/16 HOLE 55454-1275 EA 30I
Wl WSHR SPR 15/16 HOLE 454-1275 EA 162 56
0
WSHR SQ 2X2X9/16 454-1325 EA 554
A I WSHR SQ 3X3X13/16 454-1425 EA 556
P
R I WSHR SQ 4X4X15/16 EA454-1525 556
CLIP BONDING POLEBND 457-0280 EA 10 55
B BND POLE 4WAY 8-11 457-0320 EA 10 55
Y
BRC X 3BY4 &13-6PS 457-1020 PR 2 55
BRC X 3BY5 &16-6PS 457-1220 PR 2 55
S CLP X-BRC 3BY4 SECN 457-1492 EA 2 55
T
0 CLP X-BRC 3BY5 SECN 457-1494 EA 2 55
R
El GRIP GUY AUT 5/16 RL 457-2265 EA 6 56
Rl GRIP GUY AUT 3/8 457-2270 EA 24 55
E
Q I GRIP GUY AUT 3/8 LNG 457-2271 EA 8 55
#
GRIP GUY AUT 3/8 RL 457-2272 EA 2 55
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE b
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .D
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTREST.DATE:07/20/94 WO#:33 433 010
ACCOUNT/
REO.QTY DEL.QTY SUB-ACCTPARTDESCRIPTION BIN LOCSTOCKNO.UNIT
GRIP GUY FMD 3/8 EHS EA457-2320 5582i
F I GURD GUY YLW 8 EA457-2414 32 55
N
CI EYE POLE PLT HD 457-2460 EA 44 55
L |LINK MD 4WAY POLEBND 457-2800 PR 5524
0
C||SHV POLE BND 3/4 457-3820 EA 15 55
W||SCREW LAG 1/2X4 IN 457-5100 EA 30 55
0
A
P
R
B
Y
S
T
0
R
E
R
E
Q
#
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE L
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .D
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTREST.DATE:07/20/94 WO#:33 433 010
i ACCOUNT/
REC.QT Y DEL.QTY SUB-ACCTIPARTDESCRIPTIONSTOCKNO.UNIT BIN LOC
I
I ************gjN syoCK
IF CND CU SLD SD BR 6 !330-03 10 LB 48 ¦55
IN
IC CND CU SLD SD BR 6 330-0310 LB 21 56
IL CND CW SLD #6 DSA 360-0135 LB 149 55
10
IC CN PG 1 BLT 6-2/0 371-0418 EA 32 55
IWJI CN PG 1 BLT 6-2/0 1371-0418 EA 30 56
101
SLV CU TAP OFST 6-6 '374-2115 EA 88 55
IA SLV CU TAP OFST 6-6 1374-21 15 EA 21 56
IP
IR CLIP BONDING 5/8 IN 1457-1971 EA 33 55
CLIP BONDING 3/4 IN 457-1972 EA 32 55
IB CLIP BONDING 7/8 IN 457-1973 EA 18 55
!Y
CLIP BONDING 7/8 IN 457-1973 EA 36 56
NUT MF 5/8 IN 457-2845 EA 33 55
IS NUT MF 3/4 IN 457-2850 EA 80 55
IT
10 NUT MF 7/8 IN 457-2855 EA 30 55
IR
IE NUT MF 7/8 IN 457-2855 EA 162 56
IR NUT GALV PLAIN 1/2 457-3018 EA 4 55
IE 1IQNUTGALVPLAIN5/8 457-3020
457-3025
EA 33 55
I#
NUT GALV PLAIN 3/4 EA 62 55
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTREST.DATE:07/20/94 WO#:33 433 010
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCTPARTDESCRIPTIONSTOCKNO.UNIT BIN LOC
*****************g j fs|stock ************************
F I NUT GALV PLAIN 7/8 457-3030 EA 32 55
N
CI NUT GALV PLAIN 7/8 457-3030 EA 126 56
LI NAIL CW 10D 457-5020 LB 33 55
0
CI CLIP GRD WIRE #6 CU 457-5065 EA 967 55
W|STAPLE FENCE 1 1/2 457-5070 LB 33 55
0
A
P
R
B
Y
S
T
0
R
E
R
E
Q
#
WO#:33 433 010
CMI4500 -002
TrlMnM0B,JIDAHOPOWERCOMPANY
P O DISTRIBUTION PURCHASE REQUISITION "?*7-0DATEMRRS
V"V-ftlW W.O.33-43^-1 <96^*7 ?TRUCK FREIGHT
?RAIL
?AIR FREIGHT
?UPS
BEST WAY
I
COPY
LOCATION CHARGE TO ACCOUNT\*\aJ V)\oj^r(+w
I-VA Ho^k
¦l-L-W«U>7 \|cilU|qw \A1.0.
VIA
I
SHIP TO TOWN
INTENDED USE
IPCO
STOCK
NUMBER
CATALOG
NUMBERFORPURCHASINGDEPTUSEWANTEDUNIT MAKE AND DESCRIPTION
Pie*>z-osX-t"Ml
Ijofe-'.#<4 p^Vi^A V.0J7 (A.[wn^\J
AtfJi)i«ev-ejl fiv-HiTS<*0v\f
<7 /cOr "
2-yilUvA,s &1~-
VO"t^j~tVc/6^ji^vfppf ~7£>g--
V<AW ffllAlSpAj (M%>)-typos
OjL
TVn C2^g>)ivy\
tipv^S p^rp^VtV"Z?
^k-S ZJa<Jcjvi&S^2<//4mjZ.S-gj>f£K
S ^F"^p«-oZ -f> 5v0 p£.t&2_>Q
/fogiiu
MH ,4^DELIVERY REQUIRED EST.COST
CHECK ONE:
USP "]V\f*
?
^-1 VnM SUBJECT TO IDAHO
SALES TAX
FOR OREGON USE
?FOR RESALE IN IDAHOhthd PREPARED BY
</7
PUR 013 (5-90)
i.
2*
BURYSTRTYPELNTHDPTH ANGLE $V %LDNG DGRMS
4
#499 TVS-HL 75 feet 9.5'ODEG.500'500'App B Sht.13
fj
#500 TAS-HL 70 feet 9.0'4 -15 DEG.500'500'App B Sht.14
•>
#501 75 feet 9.5'TVS-HL
ODEG.500'500'App B Sht.13
[y.
#502 10'ODEG.
TVS-HL 80 feet
500'500'App B Sht.13#503 TAS-HL 70 feet 9.0'4 -15 DEG.500'500'App B Sht.14#504 9.5'TVS-HL 75 feet ODEG.500'500'App B Sht.13#505 70 feet 9.0'ODEG.
TVS-HL
500'500'App B Sht.13#506 65 feet 8.5'4 -15 DEG.500'
TAS-HL
500'App B Sht.14#507 9.5'ODEG.75 feet 375'
TVS-HL
375'App B Sht.12#508 9.5 ODEG.
TVS-HL 75 feet
375'375'App B Sht.12#509 70 feet 9.0'15 -19 DEG.
CS
500'500'App B Sht.15
D2S-HP 9.5'60 DEG.
#510 75 feet
375'375'App B Sht.17
75 feet 9.5'
#511 CS 41 DEG.375'375'App B Sht.16#512 75 feet 9.5'41 DEG.375'375'
CS
App B Sht.16
9.0'
#513 TVS-HL 70.feet ODEG.375'375'App B Sht.12
9.5'15 -19 DEG.375'
#514 75 feet
375'
CS
App B Sht.15
9.0'ODEG.375'375'
#515 TVS-HL 70 feet
App B Sht.12
18
mo M Qbo9IDAHOPOWERCOMPANY
PURCHASE REQUISITION
P O DISTRIBUTION
1 ¦Zo

p tA Ho*\
\-W
1.-L WHft*
DATEMRRS
CWQ'Z ?TRUCK FREIGHT
?RAIL
?AIR FREIGHT
?UPS
BEST WAY
\54 .TSL-o-cn-o |i
COPY
LOCATION CHARGE TO ACCOUNT
f^d ^[cw013WO VIA
I
SHIP TO TOWN
\/a11^|6 Ivl?fcudfINTENDEDUSE
IPCO
STOCK
NUMBER
CATALOG
NUMBER
FOR PURCHASING DEP T USE WANTED UNIT MAKE AND DESCRIPTION
Ml
vw.YVUvry
4?U'-p /icU;£-fi?ir
r?|-W(gu
4r g ~j 4-3 /j
f Ufft?r?t
Call
flj2:l^'lliyy 4-£>Woi/v-S p/-/^r fa
(y>»)^#3 -ai M-4 cje I,,wy .
1 23
b^O-t-^vW ~7 ,»1*1 EST COST »38.(5O0DELIVERYREQUIRED
I
CHECK ONE:2 '/P?7X 7/Jcg7/y^7-/!'W'lt'X
?
SUBJECT TO IDAHO
SALES TAX
FOR OREGON USE
?FOR RESALE IN IDAHO
£PREPARED BY7b'kva-r ua
PUR 013 (5-90)
K.O M Q 6 b dIDAHOPOWERCOMPANY
PURCHASE REQUISITION
P O DISTRIBUTION
1-g-O .9 1(4
i-fc Mb a
\-\
i_y .iiii-.kill;
L MvlMto/
DATEMRUS
?TRUCK FREIGHT
?RAIL
?AIR FREIGHT
?UPS
£2 BEST WAY
(
COPY
LOCATION CHARGE TO ACCOUNT
f-g \\>*I VIAO^J
t
SHIP TO TOWN
T^/m oicoto.£
^--b-*<V>-fttu \{/t;{Al>\{6^,/yVJ
INTENDED USE
IPCO
STOCK
NUMBER
CATALOG
NUMBER
FOR PURCHASING DEP T USE WANTED UNIT
MAKE AND DESCRIPTION
o ¦/"T ¦At l ^J
V\V<If *
M
Ji,V U l Ufi c \1
h\y )/.OA Ju t:ft?/f k ***>)
!\1 .1 S)a>lA 1 t Ul |"p ,\fj
Ua-vlV *14 3/j
r
1
taw u>u Efll
flJU p/.-hiiii
/c.»POO
f i
DELIVERY REQUIRED 19 ~v_EST COST
'(M&tJi—7k/h(L
CHECK ONE:
LaSUBJECTTOIDAHO
SALES TAX
FOR OREGON USE
?FOR RESALE IN IDAHO
PREPARED BYa
PUR 013 (5-90)
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 1
CUSTOMER NAME:VALLEY RANCH
EST.DATE:07/19/94
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR WO#:33 433 MEMWR#:T -T9402006 .E
"Co
\Kl.o.
ACCOUNT T\
REO.QTY;DEL.QTY SUB -AC C Tl
I
BIN LOCPARTDESCRIPTIONSTOCKNO.UNIT
Vr u1-2.t2-££Ut?-g4 DlA.
I [
J!ID CND ACSR 397.5 26/7 310-0400 11,813LB 56O!_!
Y~•7,200-VIFIWIREGALV5/16 REEL 365-0255 LB 56
¦M?!WIRE GALV GUY 3/8EHS 365-0350 LB 750 551
1ILICNPG3BLT795-795 371-0445 EA 569
I 51 JCLPSUSPAL1.0-1.47 371-1450 EA 56O
CLP SUSP FE 0.3-0.7 137 1-1 730 EA 16 5601I
DE BLTD AL 0.6-0.9 372-0482 EA 566
I /
48 J
I
^IP I
ROD ARMOR AL397 26/7 373-0375 EA 56O
jfSoCT-RI :ROD ARMOR 5/16 EHS 373-1045 EA 16 56I
INS GUY STR 30000 78 390-1160
\4r^\
INS HRZ 1 38 PLMR 146-5rL >390-143-9
EA 30 J 55
4 r
c1
o^\
4^3 -
EA 39
i
56t
INS SUSP 138 STL 10K 390-2550 EA 18 561
ZJ r !CLV-Y BALL 52-3 395-1075 EA 78 56o
SHKL AN 5/8X2.75 30K 395-1505 EA 13 56
Mf-CLV THMB BNK 395-1560 EA 2 55l<25?-CLV THMB BNK 395-1560 EA 32 56
EYE OVAL BALL 52-3 395-1600 EA 6 56
Q SCKT EYE HL 1 W 52-3 395-1626 EA 6 56#
LINK TWTD ANGLE 7/8 395-1810 EA 13 55
WO#:33 433 MEMCMI45O0-002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 2 ~
CUSTOMER NAME:VALLEY RANCH
WR #:T -T9402006 .E
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR WO#:33 433 MEMEST.DATE:07/19/94
ACCOUNT/i
REQ.QTY DEL.QTY SUB-ACCTPARTDESCRIPTION BIN LOCSTOCKNO.UNIT
o UP^-r"/IIANDISK23INTUBECO450-0310 55EA21i
^3^1 F
IN
oBS>fy?T~ROD AN 1X10 TUBECO
"fto^lL
ROD GRD CW 5/8X8 FT 55451-0425 EA 18
JC451-0560 21 55EA
BLT GAL V MCH 3/4X3 55452-5603 EA 9
10 |1IC!BLT GAL V MCH 3/4X12 452-5612 55EA8f
W|BLT GAL V MCH 3/4X14 |452-5614
',452-5616
55EA14
0 (i
BLT GALV MCH 3/4X16 EA 18 55
A I BLT GALV MCH 3/4X18 452-5618 EA 18 55
P
78 1bltgalvmch7/sxis
j^<2XU-I WSHR CRVD 4X4X13/16
frt-WSHR CRVD 4X4X15/16
452-5718 EA 56oI
I454-1060 EA 18 55
454-1075 EA 78 56
Y
WSHR SPR 13/16 HOLE 454-1250 EA 559II
78 iIWSHRSPR15/16 HOLE 454-1275 EA 56
ISI BRKT SHLDWIRE 3/4X16 457-0545 EA 9 55IT
101 GRIP GUY AUT 5/16 RL 457-2265 EA 2 56
IR
I E I GRIP GUY AUT 3/8 457-2270 EA 21 55
I R I GRIP GUY AUT 3/8 LNG 457-2271 EA 9 55IE
I Q I GRIP GUY AUT 3/8 RL 457-2272 EA 4 55I#IGRIPGUYFMD3/8 EHS 457-2320 EA 92 55
iI WO#:33 433 MEMCMI4500-002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 3
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .E
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR WO#:33 433 MEMEST.DATE :07/19/94
ACCOUNT/
QTY SUB-ACCTPARTDESCRIPTIONSTOCKNO.UNIT BIN LOCREQ.QTY DEL.
GURD GUY YLW 8 457-2414 EA 30 55
Awsr-ANODE MAGNESIUM 17LB 479-1117 EA 18 55o
y
~[e?kJ ¦#
c **SEE MISC CHG LIST*
Fl-AT foug.
C-o hi Ti nJ £nI u &-
epp-m-n
ol AppTfZ-uuT H 0^1 PA
48 55
L I0
c
Aw
3
3-0°[0 oaipupupius.on-1-0**
ip
R
B
Y
I
IS
T
0
R
E
R
E
Q i
!#
;
i
WO#:33 433 MEMCMI4500-002
PURCHASE
ORDERIdahoPowerCompany
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
6874 1
OFPAGECOPYl 1TELEPHONE:
TAX:DATE 08/06/94
S
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS.SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT.
TOTAL PURCHASE ORDER AMOUNT
16,938.00
TO:AC PC INC.
C/0 D'EWART REPRESENTATIVES
P.0.BOX 866
B0THELL
WA 98041-0000
5.
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
5m,—8 ¦KlfrO—
BUYER 383
2442
2441
2449
2444
2 44 T-7
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
SHIP TO:16 E.CARBINATE
HA I LEY,ID 83333
[item BPARTNUMBER REQUIREDIPCOSTOCKNUMBERYQUANTITYUNITUNITPRICEMANUFACTURERPROMISEDR
(jO 15180 LB IBIS NS 310-0400 2 1.05 09-07-94
09-30-94
CONDUCTOR ACSR 397.5 KCMIL
26/7 IBIS NON-SPECULAR PER
IPCO STD CND-ALUM-0589 (C0ND
WT AND REEL TYPE AS REQUESTED)
FRT TERMS:PREPAID AND ALLOWED
ATTN:@T PHILLIPS
REQN:M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE 33433010
385 1 154220
$1 .046/LB ON 84.36 RETURNABLE REELS WITH
7,590 LBS OR 13,890 FEET PER REEL.CONFIRMED
BY FAX.DO NOT DUPLICATE.PLEASE EXPEDITE.
REEL DEPOSIT OF $525/REEL.
(NOTE TO IPCO:AN EXCESS OF 3,367 LBS WILL BE
LEFT AFTER THIS PARTICULAR JOB AND IT WILL BE
TRANSFERRED INTO STORES STOCK.)
(
J
ACIPUR012(10-91)
JO POWER COMPANYID PURCHASING DEPARTMENT BOISE,IDAHO 03707BOX70
PURCHASE ORDER
13199;
SHOW ORDER NUMBER ON ALL
CORRESPONDENCE,INVOICES,
SHIPPING PAPERS AND LABELS
m •MEYER INDUSTRIES
G/O ROGERS-STRONG ASSOCIATES
2719 LEMEL CIRCLE
SALT LAKE CITY,UTAH 84115
•*
date AUGUST 1,1994
M 0670 T PHILLIPSPR.NO
IDAHO POWER COMPANY
HAILEY,IDAHO 83333
SHIP TO account 33433010
Sj
for VALLEY CLUB GOLF
COURSE T9402006.E
VIA BEST HAY
ITEM NO.QUANTITY CATALOG NO.STOCK NO.DESCRIPTION4--«i
CONFIRMING ORDER PLEASE DO MOT DUPLICATE
17 EACH $40,652.00/L0TSTEELPOLESyj
PLEASE ALSO INCLUDE AN ADDITIONAL
2 GALLONS CORROCOATE COATING REPAIR KIT¦ni'g|
REFERENCE INQUIRY 06-94-01
T&B MEYERS PROPOSAL 1351A-0
mG
M
NOTIFY BRUCE BARTLETT [phone],
i DAN OLMSTEAD (208)733-80005 OR TIM
I PHILLIPS [phone] 48 HOURS
|TO DELIVERY
NOTIFY WES BLACKMER 24 HOURS WEEK DAYS
48 HOURS WEEKEND PRIOR TO DELIVERY
-7*'
"T,
¥1S3
m
DELIVERY REQUIRED SEPTEMBER 7,1994m
SUBJECT TO 5Z IDAHO STATE SALES TAX....
'\V
m
.,:.v .
1203
IDAHO POWER COMPANY PURCHASING DEPARTMENT BOISE,IDAHO 83707BOX70
PURCHASE ORDER
13247
M
WESTINGHOUSE ELECTRIC SUPPLY
P.0.BOX 7568
BOISE,IDAHO 83704
SHOW ORDER NUMBER ON ALL
CORRESPONDENCE,INVOICES,
SHIPPING PAPERS AND LABELSmoateAUGUST11,1994
;
M 0677 T PHILLIPSPR.NO.
IDAHO POWER COMPANY
10790 FRANKLIN ROAD
BOISE,IDAHO 83709
SHIP TO account 154.220-0201
"j
for VALLEY RANCH RELOCATION
W.O.#33433010
H8Ii.
AIR FREIGHTVIA

ITEM NO.QUANTITY CATALOG NO.STOCK NO.DESCRIPTION
CONFIRMING ORDER PLEASE DO NOT DUPLICATE4
'M
714-1225 ARMOR ROD FOR 336 "TULIP"PREFORMED
PART NUMBER AR-0128
1 54 EACH
$18.25 EACH
-vT
«1
a
DELIVERY REQUIRED AS SOON AS POSSIBLE•>
SUBJECT TO 5Z IDAHO STATE SALES TAX-7a
v5
.,-c I
..
iff
—-
m m
_
BraiBSHwasBBSHB7:H1a''
sassa
1203
PURCHASE
ORDERIdahoPowerCompany 68706
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYi iTELEPHONE:
"AX:DATE 08/03/94
J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDE.SHOW ORDER NUMBER ON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
609.00
TO:TUBEC0
301 E.1ST STREET
CRANE
TX 79731-0000
i
PHONE (208)
1 .G .WR I GHT
2.K.MCGINLEY
3.M .PERKINS
4.J.LEATON
5^ a. KIDD
BUYER 303
2442
2441
2449
2444
2 4 47^
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
(item BPARTNUMBERIPCOSTOCKNUMBER REQUIREDQUANTITYUNITYUNITPRICEMANUFACTURERPROMISEDR
00 21 EA 36133100
TUBEC0
ROD ANCHOR 1 INCH X 10 FOOT
40,000 LB ULT WITH POLY JACKET
INSULATING WASHER NUT AND
GALVANIZED TRIPLE STRAND EYE
@T PHILLIPS
451-0560 }29.00 09-07-94
09-01-94
ATTN:
REQN:M0669 OT PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433010
T9402006.E
554 1 154220
PUR 012 (10-91)ACI
PURCHASE
ORDERIdahoPowerCompany
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
68596
PAGE OFCOPYl l
TELEPHONE:
FAX:DATE 08/03/94
J
CHANGE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE.INVOICES.SHIPPING PAPERS AND LABELS.SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT.LINE ITEM CHANGE
TOTAL PURCHASE ORDER AMOUNT
15.015.00TO:OHIO BRASS CO
CUSTOMER SERVICE GROUP
P.O.BOX 1001
WADSW0RTH
OH 44281-0000
i
PHONE (208)383
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
5 e 10.00
BUYER
2442
2441
2449
2444
24-47.J
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISEd
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
SHIP TO:16 E.CARBINATE
HAI LEY ,ID 83333
'
PART NUMBER BIPCOSTOCKNUMBER REQUIRED
UNIT YITEMQUANTITY UNIT PRICEMANUFACTURER PROMISEDR
001 39 EA SEE COMMENTS 390-1431 385.00 09-07-94
09-01-94OHIO
INSULATOR POLYMER HORIZONTAL
LINE POST 138KV ANSI70 GRAY
COLOR WITH FLAT BASE AND GALV
IRON END FITTING
(j>T PHILLIPSATTN:
REQN:M0669 »T PHILLIPS
WO 33-433-010
385 1 154220
PLEASE SUPPLY CATALOG #522010-1002
PLEASE CALL BRUCE BARTLETT AT [phone] OR
TIM PHILLIPS AT [phone]
48 HOURS PRIOR TO DELIVERY
PLEASE EXPEDITE THIS ORDER
CHANGE ORDER WILL CORRECT THE CATALOG NUMBER
GA01*".,«U^\T
PUfl 012 (10-91)ACI
jivlvlvlvlv PURCHASE
ORDERIdahoPowerCompany
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OF
COPY 1 1TELEPHONE:
FAX:DATE 07/2-7/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUN I
15.0.15 00
TO:OHIO BRASS CO
CUSTOMER SERVICE GROUP
P.O.BOX 1001
WADSWORTH
OH 44281-0000
$
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
¦&-.—B-.—K-I-D D
BUYER 383
2442
2441
2449
2444
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
SHIP TO:16 E.CARBINATE
HAI LEY ,ID 83333
(rrEM PART NUMBER BIPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
001 39 EA SEE COMMENTS 390-1431 3 385.00 09-07-9/
09-01-9/OHIO
INSULATOR POLYMER HORIZONTAL
LINE POST 138KV ANSI70 GRAY
COLOR WITH FLAT BASE AND GALV
IRON END FITTING
<i>T PHILLIPS
i
ATTN:
REQN;M0669 Oj PHILLIPS
WO 33-4-33-010
305 1 154220 r
\I ooz
PLEASE SUPPLY CATALOG #522010^1013 WITH CHANNEL BASE I i
i
PLEASE CALL BRUCE BARTLETT AT [phone] OR
TIM PHILLIPS AT [phone]
48 HOURS PRIOR TO DELIVERY
PLEASE EXPEDITE THIS ORDER
)
V A
k
1\j /•.i
j%°,\i
r~^\
i0oi
?
Joi \//]//I X
v.
\
PUR 012 (10-91)ACI
rPURCHASE
ORDERIdahoPowerCompany
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
1 68598
PAGE OFCOPYl l
TELEPHONE:
FAX:DATE 08/02/94
J
CHANGE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDE.SHOW ORDER NUMBER ON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT.LINE ITEM CHANGE
TOTAL PURCHASE ORDER AMOUNT
364.00 TO:GRAYBAR ELECTRIC
PO BOX 7528
BOISE
ID 83707-0000
i
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4 .J .LEATON
5.B .KIDn
BUYER 383
2442
2441
2449
2444
JAAlJ
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 55!IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
r PART NUMBER B REQUIREDIPCOSTOCKNUMBER
YQUANTITYUNIT UNIT PRICEITEMMANUFACTURER PROMISEDR
001 13 EA R396 450-0560 ;»28.00 09-07-94
09-01-94-CHANCEn:¦
ANCHOR ROCK EXPANDING 3/4 INCH
ROD DIAMETER X 96 INCH ROD
LENGTH
GRAYBAR P012482
FRT TERMS:PREPAID AND ALLOWED
ATTN:@T PHILLIPS
REQN:M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-4-33-010
T9402006.E
554 1 154220
CHANGE ORDER WILL REDUCE QUANTITY TO 13
BALANCE OF 0 ON BACKORDER WILL BE CANCELED
13 ANCHORS ALREADY SENT WILL MAKE THIS ITEM COMPLETE
AClPUR012(10-91)
PURCHASE
ORDERIdahoPowerCompany M597
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYi l
TELEPHONE:
FAX:DATE 08/01/94
CHANGE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDE.SHOW ORDER NUMBER ON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT.LINE ITEM CHANGE
TOTAL PURCHASE ORDER AM0UN1
PHONE (208)
G.WRIGHT
K.MCGINLEY
M.PERKINS
J.LEATON
B.KIOD
TO:TUBECO
301 E.1ST STREET
CRANE
TX 79731-0000
i
BUYER 383
2442
2441
2449
2444
-2-4-43-y
1 .
2 .
3 .
4 .
5-
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 57.IDAHO SALES TAX
r
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
flTEM BPARTNUMBER REQUIREDIPCOSTOCKNUMBER
YUNIT UNIT PRICEQUANTITYMANUFACTURER PROMISEDR
001 21 EA 30242310
TUBECO
ANCHOR DISK 23 INCH TUBECO
0.187 MATERIAL THICKNESS FOR
1 INCH TUBECO ROD
450-0310 36.00,)09-07-94
09-01-94
ATTN:<3T PHILLIPS
REQN:M0669
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006.3
CHANGE ORDER WILL CORRECT PRICE
OT PHILLIPS 554 1 154220
ACIPUR012(10-91)
jflgfflg PURCHASE
ORDERIdahoPowerCompany 68599
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPY li
TELEPHONE:
"AX:DATE 07/27/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUN"'
_882_.00 TO:CATH0DIC PROTECTION SERVICES
3825 PARIS ST.
DENVER
CO 80239-0000
i
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M .PERKINS
4.J.LEATON
5 .B .K I OP
BUYER 383
2442
2441
2449
2444
JLAAjJ
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE.ID 83709
[item BPARTNUMBERIPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
00 18 EA AMC17G
HARC0
ANODE PACKAGED HIGH POTENTIAL
MAGNESIUM 17 LB ANODE WEIGHT
42 LB PACKAGED WEIGHT
479-1117 3 49.00 09-07-94
09-01-94
ATTN:G>T PHILLIPS
REQN:M0669 ©T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433—010
T9402006.E
554 1 154220
PUR 012 (10-91)ACI
PURCHASE
ORDERIdahoPowerCompany 68597
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYl l
TELEPHONE:
FAX:
;
DATE 07/27/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
5.64.J9Q
TO:TUBECO
301 E.1ST STREET
CRANE
TX 79731-0000
i
PHONE (208)
1 .G .WR I GHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
BUYER 383
2442
2441
2449
2444
JIAAjJ
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
I ITEM BPARTNUMBERIPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
001 21 EA 30242310
TUBECO
ANCHOR DISK 23 INCH TUBECO
0.187 MATERIAL THICKNESS FOR
1 INCH TUBECO ROD
450-0310 3 26.90 09-07-9
09-01-9
ATTN:@T PHILLIPS
REQN;M0669 ©T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006.3
554 1 154220
PUR 012 (10-91)ACI
Idaho Power Company PURCHASE
ORDER 68598
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYi 2
TELEPHONE:
FAX:DATE 07/27/94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS.SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AM0UN '
1,312.9-2-
PHONE (208)
G.WRIGHT
K.MCGINLEV
M.PERKINS
J.LEATON
K I OP
TO:GRAYBAR ELECTRIC
PO BOX 7528
BOISE
ID 83707-0000
i
BUYER 383
2442
2441
2449
2444
-ZAAJJ
1 .
2 .
3 .
4 .
.5-
f THE FOLLOWING ADDH B TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(item PART NUMBER BIPCOSTOCKNUMBER REQUIREDQUANTITYUNITYUNITPRICEMANUFACTURERPROMISEDR
00 21 EA R396 450-0560 3 28.00 09-07-9'
09-01-9'CHANCE \ANCHOR ROCK EXPANDING 3/4 INCH
ROD DIAMETER X 96 INCH ROD
LENGTH
GRAYBAR P012482
A47 7 v
FRT TERMS:PREPAID AND ALLOWED
SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
0T PHILLIPS
(83707)
ATTN:
REQN:M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402OO6.E
954 1 154220
002 3 EA C104-0030
CHANCE
AB CHANCE POLE -ROCK ANCHOR
714-1217 3 150.00 00-00-0C
08-12-9'
FRT TERMS:PREPAID AND ADDED
PUR 012 (10-91)ACI
PURCHASE
ORDER 68598:¦¦r -•-: (
COPY :2 OF 2PAGE
07/27/94DATETO:GRAYBAR ELECTRIC
sPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIREDYITEMQUANTITYUNITUNITPRICEPROMISEDR
SHIP TO:P.O.BOX 1000(83204)
656 SOUTH SECOND
POCATELLO,ID 83201
ATTN:
REQN:M7047 S SLUDER 485 t 154220
003 24 EA 3542 683-1968 5 2.42 00-00-00
08-05-94HASTINGS
HOOK SAFETY BELT YELLOW NYLON
NON-CONDUCTIVE BREAK-AWAY FOR
LINEMAN'S BODY BELT
FRT TERMS:PREPAID AND ADDED
SHIP TO:P.O.BOX 1000(83204)
656 SOUTH SECOND
POCATELLO,ID 83201
ATTN:
REQN:M7047 S SLUDER 485 1 154220
004 12 EA SEE COMMENTS 00-00-00
08-05-94
716-4756 5 18.07
BRASS MOUNTING SCREWS FOR THE
CHANCE C400-1310 EXTENSION ARM
FRT TERMS:PREPAID AND ALLOWED
SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
OT BECKER
(83707)
ATTN:
REQN:M5600 91 BECKER
593.2/289
554 1 154220
MATERIAL CONSISTS OF:
EYE SCREWS -PART #P400-1444P AT $17.95 EA
DRIVER SCREWS -PART |P056-272P AT $0.12 EA
PURCHASE
ORDERIdahoPowerCompany
P.O.&OX 70 •BOISE,IDAHO 83707 PAGE OF
COPY l 2TELEPHONE:[phone]
[phone]FAX:DATE
0 7/2 LL$A_
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
JUl&SLlfl
TO:ANDERSON ELECTRICAL CONNECTORS
C/0 PETERSON COMPANY
P.O.BOX 25536
SALT LAKE CITY
UT 84125-0000
1
PHONE (208)
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
-5-,—8_T_ia..D.D~
BUYER 383
2442
2441
2449
2444
2 4 4 7-'
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
/r~z
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
[item PART NUMBER BIPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT Y UNIT PRICEMANUFACTURER PROMISEDR
00 51 EA HAS-147-S
ANDERSON
CLAMP SUSPENSION ALUMINUM
1.00-1.47 INCH CONDUCTOR RANGE
FURNISHED WITH SOCKET EYE
CONNECTOR AND SS COTTER KEY
@T PHILLIPS
371-1450 3 15.00 09-07-9/
09-01-9/
ATTN:
REQN:M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE
33-433-010
T9402006.E
554 1 154220
00?78 EA YBC-30
ANDERSON
CLEVIS-Y BALL GALV STEEL 1 1/2
INCH DEPTH 3/4 IN BOLT NUT AND
SS KEY 30000 LB ULT STR FOR
USE ON ANSI CLASS 52-3 &52-5
@T PHILLIPS
395-1075 3 5.00 09-07-9/
09-01-9/
ATTN:
REQN:M0669 ©T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-4-33-010
T9402006.E
554 1 154220
PUR 012 (10-91)ACI
PURCHASE
ORDER 68595-I!!!-!,l^.
COPY 2 of 2PAGE&
07/27/94DATETO:ANDERSON ELECTRICAL CONNECTORS
ePARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIRED
PROMISED
YITEMQUANTITYUNIT UNIT PRICER
003 3 EA TSC-106-ARIV
ANDERSON
CLAMP ALUMINUM FOR CLAMP TOP
LINE POST INSULATOR CONDUCTOR
RANGE .70 -1.06 IN WITH RIV
SPRING IN ONE OF THE TRUNIONS
@T PHILLIPS
395-0900 3 4.70 09-07-94
09-01-94
ATTN:
REQN:M0669 OT PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006 .E
554 1 154220
PURCHASE
ORDER'Idaho Power Company 68593
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYi 4
TELEPHONE:
FAX:DATE 07/27 /94
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
4.703.94
PHONE (208)
G.WRIGHT
K.MCGINLEY
M .PERKINS
J.LEAT0N
B.KIDD
TO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
P 0 BOX 7568
BOISE
ID 83704-0000
$
BUYER 383
2442
2441
2449
2444
2 4.4-3^
1 .
2 .
3 .
4 .
5 .
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE.ID 83709
BPARTNUMBERIPCOSTOCKNUMBER REQUIRED
QUANTITY YITEMUNIT UNIT PRICEMANUFACTURER PROMISEDR
001 20 EA CI-4/0 374-4380 3 7.10 00-00-00
07-29-943M
SLEEVE AL COMPRESSION FOR
SPLICING 4/0 COMPRESSED AL
OR CU 15KV CABLE WITH 3M
SPLICE
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T BECKER
REQN:M7252 BT BECKER
STOCK
554 1 154220
STANDARD PACKAGE IS TEN
00?1500 LB ONE REEL 365-0255 3 0.58 09-07-9'
09-02-9'
WIRE GALVANIZED GUY STR 5/16IN
7-STRAND EHS CLASS A COATING
PER ASTM SPECA-363 FOR GUY OR
STATIC (SPECIFY REEL SIZE)
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T PHILLIPS
REQN:M0669
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006 .E
BT PHILLIPS 554 1 154220
PUR 012 (10-91)ACI
PURCHASE
ORDER 68593
COPY 2 of 4PAGE
J
07/27/94DATETO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
BPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIRED
PROMISED
YITEMQUANTITYUNIT UNIT PRICER
003 48 EA AR-0132
PREFORMED
ROD ARMOR ALUMINUM FOR 397
26/7 CONDUCTOR COLOR
CODE -PURPLE 11 RODS PER SET
373-0375 10.303 09-07-94
09-01-94
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T PHILLIPS
REQN:M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE
33-433-010
T9402006.E
554 1 154220
004 30 EA GCC30-78R2
CONTINENTL
INSULATOR GUY STRAIN FBRGLS
30000 LB MIN BREAKING STRAIN
78X3/4"CLEVI-CLEVIS W/2-3/8"
ROLLERS
FRT TERMS:
ATTN:
390-1160 26.90 09-07-94
09-01-94
3
PREPAID AND ALLOWED
@T PHILLIPS
REQN;M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006.E
554 1 154220
005 34 EA CT-88H-BNK
CONTINENTL
395-1560 7.40 09-07-94
09-01-94
3
CLV THMB HOT GALV W/BOLT NUT
&SS COTTER KEY 0.88 IN GROOVE
MIN ULT STR 30,000 LB THIMBLE
25,000 LB PULLING EYE
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
QT PHILLIPS
REQN;M0669 OT PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006.E
554 1 154220
006 78 EA J9068
JOSLYN
452-5718 3 5.58 09-07-94
09-01-94
BOLT GALVANIZED MACHINE 7/8
INCH X 18 INCH WITH SQUARE
HEAD AND ONE SQUARE NUT PER
EEI TD-1
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
(3T PHILLIPS
PURCHASE
ORDER 68593
COPY 3 OF 4PAGE
07/27/94DATETO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
BPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIREDYITEMQUANTITYUNITUNITPRICEPROMISEDR
REQN;M0669 »T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33—433—010
T9402006.E
554 1 154220
007 3 EA PITA-250
CONTINTNEL
ADAPTER CLAMP TOP FOR 138 KV
HORIZONTAL POLYMER LINE POST
INSULATOR
395-0927 3 27.30 09-07-94
09-01-94
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T PHILLIPS
REON:M0669 OT PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006.E
554 1 154220
008 12 EA 5412-CI-4/0 473-0082 30.90 00-00-00
08-26-94
2
3M
SPLICE KIT PREMOLDED FOR 4/0
COMPRESSED AL 15KV UNJACKETED
CABLE WITH 175 MIL INSULATION
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T BECKER
REQN:M7252 »T BECKER
STOCK
554 1 154220
7 IN WESCO'S BOISE STOCK;BALANCE IN 2-3 WEEKS.
009 12 EA 168LR-H270
ELASTIMOLD
00-00-00
10-25-94
471-0600 55.252
ELBOW KIT LDBRK 200A 8.3/14.4
KV 3PH RATED W/l 3/4 IN CU TOP
LUG FOR 4/0 CMPR AL CONC NEUT
CABLE W/175 OR 220 MIL INS
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T BECKER
REON;M7252 eT BECKER
STOCK
554 1 154220
PURCHASE
ORDER 68593
COPY ;:4 of 4PAGEf
07/27/94DATETO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
BPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIREDYITEMQUANTITYUNITUNITPRICEPROMISEDR
010 12 EA 5642 471-0527 2 49.00 00-00-00
08-05-943M
TERMINATOR RUBBER FOR 4/0 UG
PRIMARY 15KV CABLE 175 AND
220 MIL INSULATION WITHOUT
COMPRESSION CONNECTOR
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T BECKER
REQN:M7252 «T BECKER
STOCK
554 1 154220
PURCHASE
ORDERIdahoPowerCompany
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
&&L9J1
PAGE OFCOPYl I
TELEPHONE:
FAX:DATE 07/27/94
CHANGE ORDER
J
THIS PURCHASE ORDER IS SUBJECT TO THE TERMS AND CONDITIONS ON THE REVERSE SIDE.SHOW ORDER NUMBER ON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS.SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE.
ATTN:ACCOUNTS PAYABLE DEPT.LINE ITEM CHANGE
TOTAL PURCHASE ORDER AMOUNT
qiK-nnTO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
P 0 BOX 7568
BOISE
ID 83704-0000
1
PHONE (208)383
1 .G .WRIGHT
2.K.MCGINLEY
3.M.PERKINS
4.J.LEATON
5.—B ...KIDXt
BUYER
2442
2441
2449
2444
A4-aV
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
FRT TERMS:PREPAID AND ADDED
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
REQUIRED YBPARTNUMBERIPCOSTOCKNUMBERYUNITPRICEUNITITEMQUANTITYPROMISEDMANUFACTURERR
;002 1500 LB ONE REEL 365-0255 3 0.61 09-07-94
09-02-91
WIRE GALVANIZED GUY STR 5/16IN
7-STRAND EHS CLASS A COATING
PER ASTM SPECA-363 FOR GUY OR
STATIC (SPECIFY REEL SIZE)
0T PHILLIPSATTN:
REON:M0669
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006 .E
CHANGE ORDER WILL CORRECT PRICE
1500 LBS IS $.61 PER LB OR 7500 FEET AT $122.10/^
FREIGHT IS PREPAID AND ADDED
ORDER IS NOT LARGE ENOUGH FOR PREPAID FREIGHT
•T PHILLIPS 554 1 154220
ACIPUR012(10-91)
PURCHASE
ORDERIdahoRowerCompany 68624
P.O.BOX 70 •BOISE,IDAHO 83707
[phone]
[phone]
PAGE OFCOPYl 2
TELEPHONE:
FAX:DATE 07/28/94
J
PURCHASE ORDERTHISPURCHASEORDERISSUBJECTTOTHETERMSANDCONDITIONSONTHEREVERSESIDESHOWORDERNUMBERON
ALL CORRESPONDENCE,INVOICES,SHIPPING PAPERS AND LABELS SEND INVOICES IN TRIPLICATE TO ADDRESS ABOVE
ATTN:ACCOUNTS PAYABLE DEPT
TOTAL PURCHASE ORDER AMOUNT
1,043.40TO:WESTINGH0USE ELECTRIC SUPPLY COMPANY
P 0 BOX 7568
BOISE
ID 83704-0000
1
PHONE (208)383
1 .G .WRIGHT
2.K.MCGINLEV
3.M.PERKINS
4.J.LEATON
5.B.KIDO
BUYER
2442
2441
2449
2444
2 44 7/
THE FOLLOWING ADDITIONAL TERMS APPLY TO THIS ORDER UNLESS INDIVIDUAL ITEMS ARE NOTED OTHERWISE
TERMS OF SALE:NET 30 DAYS
SHIP:BEST WAY
SALES TAX:SUBJECT TO 5%IDAHO SALES TAX
(83707)SHIP TO:P.O.BOX 70
10790 FRANKLIN ROAD
BOISE,ID 83709
PART NUMBER 6IPCOSTOCKNUMBER REQUIRED
QUANTITY UNIT YITEM UNIT PRICEMANUFACTURER PROMISEDR
00 L 30 EA 02500-270 716-4758 3 8.30 00-00-00
09-09-9^
COMPRESSION LUG TO FIT 4/0
SAFEBREAK ELBOW
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
@T BECKER
REQN;M7252 »T BECKER
STOCK
554 1 154220
002 48 EA EPF -77-7
C0NTINENTL
FLAT BASE POLE EYE PLATE
714-1218 3 16.55 09-07 -9^
08-15-9'
FRT TERMS:
ATTN:
PREPAID AND ALLOWED
G>T PHILLIPS
REQN:M0669 ©T PHILLIPS
VALLEY CLUB GOLF COURSE
WO 33-433-010
T9402006.E
554 1 154220
PUR 012(10-91)ACI
PURCHASE
ORDER 68624
COPY 2 of 2PAGE
J
07/28/94DATETO:WESTINGHOUSE ELECTRIC SUPPLY COMPANY
BPARTNUMBER
MANUFACTURER
IPCO STOCK NUMBER REQUIREDvQUANTITYITEMUNITUNITPRICEPROMISEDR
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 1
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:07/11/94
T ACCOUNT/
REQ,Q T Y;DEL.QTY SUB-ACCT,
!
BIN LOCSTOCKNO.UNITIIPARTDESCRIPTION
I
565,638CNDAAAC#4/0-7 STR 310-0350 LB I
Li
55IFIWIREGALVGUY3/8EHS 810365-0350 LB
5645ICICNPG3BLT3/0-336 371-0428 EA I
556IL!371-0440 EACNPG2BLT795&336 I
101
56ICIEA6371-0445CNPG3BLT795-795 I
I
IWI 5533CNWLD5/8 R0D-#6 CU 371-1260 EA I
101
I 56EA6371-1365CLPSUSPAL.40-.85.
LI
56IAI48371-1425 EACLPSUSPAL.70-1.17
IP!
I R I DE BLTD AL 1/0-4/0 55EA12'372-0450
1 I
i 24 56DEBLTDAL0.2-0.57 372-0480 EA
I B t 56DEBLTDAL0.6-0.9 372-0482 EA 6
I Y I
6IIDEAUTAL4/0 EA 56372-0575 |
III
I I ROD ARMOR AL 4/0 EA 56373-0300 36
LI
isi INS GUY STR 30000 78 18 55390-1160
390-1403
EA
IT!
101 INS VERT CLT 138PLMR EA 15 56
IIRI
I E I INS HRZ 138 PLMR WD 390-1430 EA 36 56
LI
IRI INS SUSP 10 POR 52-3 390-2500 EA 25 56
IE!
I Q I INS SUSP 138KV WD10K 390-2540 EA 33 56
II#!
I I CLP LP INS .35-.84 395-0925 EA 15 56
I I I WO#:33 433 010
-
CM1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 2
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:07/11/94
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
15 56ADPTRCLTV138KVINS395-0926 EA
5678395-1075 EAF|i CLV-Y BALL 52-3
N !
5633395-1505 EASHKLAN5/8X2.75 30KC
1
5532395-1560 EACLVTHMBBNKL
0
5630395-1560 EACLVTHMBBNKC
5633EA395-1600EYEOVALBALL52-3W
0
566395-1626 EASCKTEYEHL1W52-3
5627SCKTEYEHL5/8 52-3 395-1627 EAA
P
5512LINKSGL5/8 IN 395-1775 EAR
3 55410-0155 EAPOLEWOOD55FTCL1
2 55POLEWOOD60FTCL1410-0160 EAB
Y
EA 16 55POLEWOOD65FTCL1!4 10-0 165
2 55POLEWOOD70FTCL1410-0170 EA
410-0340POLEWOOD40FTCL3 EA 5 55S
T
5POLEWOOD50FTCL3410-0350 EA 550l
R
XARM ASSY DE 4X10X14 411-1650 EA 2E 55
!TBR LAM ALL GRADES 1412-4000R BF 268 55
E
AN DISK 19 IN TUBECO 450-0210 EA 6Q 55
#
AN DISK 23 IN TUBECO 450-0310 EA 22 55I
WO#:33 433 010
_
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 3
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:07/11/94
ACCOUNT/
REG.OTY DEL.QTY SUB-ACCT BIN LOCISTOCKNO.UNIT
,451-0425 EA
I I PART DESCRIPTION
I I
5533RODGRDCW5/8X8 FT
I
55,451-0460 6IFIEARODAN3/4X9 TUBECO I
5522EAICI451-0560RODAN1X10TUBECO
l_l
552BLTGALVDA7/8X22 EAfL[452-1722
101
56ICIEA30BLTGALVDA7/8X24 452-1724
1452-2714 551WI6BLTSHDREYE3/4X14 EA
101 I
452-5406 55BLTGALVMCH1/2X6 2IIEA
.
"l_l
55331A1BLTGALVMCH5/8X12 EA452-5512
IP1
IR 1 5518BLTGALVMCH3/4X3 452-5603 EA
I
I I 55BLTGALVMCH3/4X16 64452-5616 EA
iui
I B 1 BLT GALV MCH 7/8X14 55452-5714 EA 8I
I Y |
BLT GALV MCH 7/8X16 55,452-5716 EA 4
I
BLT GALV MCH 7/8X16 56452-5716 EA 30
l_l
1SI BLT GALV MCH 7/8X18 14 55452-5718 EA
1 T I
101 BLT GALV MCH 7/8X18 452-5718 EA 5612
1 R 1
I E 1 BLT GALV MCH 7/8X20 452-5720 EA 55
I
IR 1 WSHR CRVD 3X3X11/16 EA454-1025 66 55
1 E j
IQ1 WSHR CRVD 4X4X15/16 454-1075 EA 22 55
l#l
I |WSHR CRVD 4X4X15/16 454-1075 EA 42 56
I I
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 4
ESTIMATOR:TL PHILLIPS
WH.LOG,:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402Q06 .D WO#:33 433 010EST.DATE:07/11/94
:ACCOUNT/!
REQ.QTYl DEL.0TY:SUB-ACCTl BIN LOCSTOCKNO.UNITPARTDESCRIPTION
I
55WSHRCRVD3X4X15/16 40454-1090 EA
552WSHRSPR9/16 HOLE 454-1200 EAF
IN
55WSHRSPR11/16 HOLE 33454-1225 EAC I
55WSHRSPR13/16 HOLE 6454-1250 EAL
0
5530WSHRSPR15/16 HOLE 454-1275 EAC
56162WSHRSPR15/16 HOLE .454-1275 EAW
0
4 55WSHRSQ2X2X9/16 454-1325 EA
\
WSHR SQ 3X3X13/16 6 55454-1425 EAA
P
WSHR SQ 4X4X15/16 6 55R454-1525 EA
1
CLIP BONDING POLEBND EA 10 55457-0280
!
BND POLE 4WAY 8-11 10 55B1457-0320 EA
Y
BRC X 3BY4 &13-6PS 457-1020 PR 2 55
BRC X 3BY5 &16-6PS 457-1220 PR 552 I
S CLP X-BRC 3BY4 SECN 457-1492 EA 2 55
ITI
ICLPX-BRC 3BY5 SECN 457-1494 EA0 2 55i
R
GRIP GUY AUT 5/16 RLE 457-2265 EA 6 56
GRIP GUY AUT 3/8R ,457-2270 EA 24 55
E
GRIP GUY AUT 3/8 LNG 1457-2271Q EA 8 55
#
GRIP GUY AUT 3/8 RL 1457-2272 EA 2 55
I
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 5
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO #:33 433 010EST.DATE:07/11/94
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT BIN LOCPARTDESCRIPTIONSTOCKNO.UNIT
i
457-2320GRIPGUYFMD3/8 EHS 70 55EA
55FIGURDGUYYLW8,457-2414 EA 32
N
55457-2460 EA 44CIEYEPOLEPLTHD
55¦457-2800 24LILINKMD4WAYPOLEBNDPR
0 i
C I SHV POLE BND 3/4 55457-3820 EA 15 |
W!SCREW LAG 1/2X4 IN 457-5100 55EA30
0
I
A
:p
R
j
1
i
B !
Y
I i
'I
I
S
t !T
0 1
R I
E i
R
E I
Q
#
i
WO//:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 6
ESTIMATOR:TL PHILLIPS
WH.LOG.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:07/11/94
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCfl
i
BIN LOCSTOCKNO.UNITPARTDESCRIPTION
i
*****************BIN STOCK I*****'*****«****[**********
330-0310 55LB48CNDCUSLDSDBR6F
N
5621LBCNDCUSLDSDBR6330-0310C
55LB149CNDCWSLD#6 DSA 360-0135L
0
55CNPG1BLT6-2/0 371-0418 EA 32C
56CNPG1BLT6-2/0 371-0418 EA 30W
0
5588SLVCUTAPOFST6-6 374-2115 EA
i 56SLVCUTAPOFST6-6 374-2115 EA 21A
P
CLIP BONDING 5/8 IN 55EAR457-1971
|
1457-1972
457-1973
33
CLIP BONDING 3/4 IN 55EA32
CLIP BONDING 7/8 IN EA 55B18
Y
CLIP BONDING 7/8 IN 457-1973 EA 5636
1NUTMF5/8 IN 457-2845 EA 5533
iNUTMF3/4 INS 457-2850 EA 5580
T
NUT MF 7/8 IN0 457-2855 EA 30 55
R
El ;NUT MF 7/8 IN 457-2855 EA 56162
Rl ;NUT GALV PLAIN 1/2 457-3018 EA 554
El
Q I :NUT GALV PLAIN 5/8 457-3020 EA 33 55
#
NUT GALV PLAIN 3/4 ,457-3025 EA 62 55
WO#:33 433 010
CM1 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 7
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:07/11/94
ACCOUNT/I
REQ.QTY DEL.QTY SUB-ACCll BIN LOCSTOCKNO.UNITPARTDESCRIPTION
************|*****BIN STOCK *****i*********|**********
I
¦457 -3030 55FINUTGALVPLAIN7/8 32EA
N
56CINUTGALVPLAIN7/8 126457-3030 EA
55LB33457-5020LINAILCW10D
0
55967457-5065 EACICLIPGRDWIRE#6 CU
55W|STAPLE FENCE 1 1/2 LB 33457-5070
0
A I
P
R t
t
B
Y
S
T }
0 I
R
E
R |
E
Q
#
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 1
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .E WO#:33 433 MEMEST.DATE:07/11/94
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCTSTOCKNO.UNIT BIN LOCPARTDESCRIPTION
!
;3 10-0400
'365-0255
I I 56CNDACSR397.5 26/7 11,813LB
U
567,200IF1WIREGALV5/16 REEL LB
55750fc3WIREGALVGUY3/8EHS '365-0350 LB
LI
569EAILI371-0445CNPG3BLT795-795
10!
56ICI511371-1450 EACLPSUSPAL1.0-1.47
I
5616EACLPSUSPFE0.3-0.7 371-1730
101
56IIEA6DEBLTDAL0.6-0.9 372-0482
LI
I A I ROD ARMOR AL397 26/7 5648,373-0375 EA
IP I t
I R 1 '373-1045 56RODARMOR5/16 EHS EA 16
!I
56IEA39INSHRZ138PLMRWD390-1430
!i
iIBI 56390-2550 EA 18INSSUSP138STL10K
I Y |
395-1075 EA 78 56CLV-Y BALL 52-3
I
I SHKL AN 5/8X2.75 30K 395-1505 EA 13 56
LI
ISI EA 55CLVTHMBBNK395-1560 2
I T I
101 32CLVTHMBBNK395-1560 EA 56
1R!
E EYE OVAL BALL 52-3 395-1600 EA 6 56
IR!395-1626 EASCKTEYEHL1W52-3 6 56
[El
IQI LINK TWTD ANGLE 7/8 395-1810 EA 13 55
|#.l
[I AN DISK 19 IN TUBECO ,450-0210 EA 3 55
I I
WO#:33 433 MEM
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 2
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .E WO#:33 433 MEMEST.DATE:07/11/94
ACCOUNT/
REO-QTY DEL.QTY SUB-ACCT BIN LOCIIPARTDESCRIPTIONSTOCKNO.UNIT
I
450-0310 5518EAANDISK23INTUBECO
LI
5518IF[ROD GRD CW 5/8X8 FT 451-0425 EA
1
553ICIRODAN3/4X9 TUBECO 451-0460
451-0560
EA
I
5518EAILIRODAN1X10TUBECO
101
55ICI9BLTGALVMCH3/4X3 452-5603 EA
I
558(W|BLT GALV MCH 3/4X12 452-5612 EA
101
I 55BLTGALVMCH3/4X14 14452-5614 EA
I
55BLTGALVMCH3/4X16 18AIEA452-5616
P I
55RIBLTGALVMCH3/4X18 18452-5618 EA
I
56BLTGALVMCH7/8X18 78i452-5718 EA
55BIWSHRCRVD4X4X13/16 EA 18454-1060
Y I
I WSHR CRVD 4X4X15/16 56454-1075 EA 78
I
WSHR SPR 13/16 HOLE 454-1250 EA 9 55
SI WSHR SPR 15/16 HOLE 454-1275 EA 5678
T I
0 I BRKT SHLDWIRE 3/4X16 EA 55457-0545 9
R I
457-2265ElGRIPGUYAUT5/16 RL EA 2 56
R 1 GRIP GUY AUT 3/8 457-2270 EA 21 55
Ef I
Q I GRIP GUY AUT 3/8 LNG 1457-227 1 EA 9 55
#1
GRIP GUY AUT 3/8 RL 457-2272 EA 4 55
WO#:33 433 MEM
CM I 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 3
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .E WO#:33 433 MEMEST.DATE:07/11/94
ACCOUNT/
REQ.QTY DEL.OTY SUB-ACCT BIN LOC1STOCKNO.UNITPARTDESCRIPTION
1457-2320 55GRIPGUYFMD3/8 EHS EA 32
|457-2414
I
479-1117
55EA30GURDGUYYLW8F
N
55EA18ANODEMAGNESIUM17LBC
5548**SEE MISC CHG LIST*700-0000L
0
C
W
0
A
P
R
B
Y I
I
S
T
0
R
E
R
E
Q
#
WO#:33 433 MEM
CMI4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE 4
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .E WO#:33 433 MEMEST.DATE:07/11/94
ACCOUNT/
REQ.QTY:DEL.QTY SUB-ACCT
I
BIN LOCSTOCKNO.UNITPARTDESCRIPTION
*************,*****g j fsj stock ************************
I
56FI39330-0310 LBCNDCUSLDSDBR6
N I
55CI30CNPG1BLT6-2/0 EA371-0418
I
5632LICNPG1BLT6-2/0 EA371-0418
01
5554CICLPGRD5/8 IN 8-1/0 371-1276 EA
56W!39374-2115 EASLVCUTAPOFST6-6
0!
559CLIPBONDING3/4 IN EA457-1972
56CLIPBONDING7/8 IN EA 39457-1973AI
P
I63 55NUTMF3/4 IN EAR1457-2850
NUT MF 7/8 IN 78 561457-2855 EA
I
NUT GALV PLAIN 3/4 18 55457-3025 EAB
Y
NUT GALV PLAIN 7/8 56457-3030 EA 39
700-0000 48 55**SEE MISC CHG LIST*
S
T
0
R
E
R
E
Q
#
WO#:33 433 MEM
CMJ 4500 -002
IDAHO POWER COMPANY
STORES REQUISITION DISTRIBUTION PAGE E
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .E EST.DATE:07/11/94 WO#:33 433 MEM
ACCOUNT/
REQ.QTY DEL.QTY SUB-ACCT BIN LOCSTOCKNO.UNITPARTDESCRIPTION
************j*****VOUCHERS ************************
5548700-0000**SEE MISC CHG LIST*F
N
C
L
0 1
C
i
w !
0
I
A
P
R
:
B
Y
I i
S
T
0
R
iEI
R
E
Q !#
WO#:33 433 MEM
CMI4500 -002
IDAHO POWER COMPANY
MISC.CHARGE STOCK NUMBERS PAGE 9
CUSTOMER NAME:VALLEY RANCH
WR A :T-T9402006 .E EST.DATE:07/11/94 WO#:33 433 MEM
ESTIMATED QUANTITY POINTUNITOFISSUEDESCRIPTIONSTOCKNO.
54 499CLPGRD5/8 IN 8-1/0 EA371-1276
2 5 1 IEEA395-1560 CLV THMB BNK
4 5 1 IELINKTWTDANGLE7/8 EA395-1810
5009LINKTWTDANGLE7/8 EA395-1810
499is;ROD GRD CW 5/8X8 FT EA451-0425
8 509BLTGALVMCH3/4X12 EA452-5612
8 509BLTGALVMCH3/4X14452-5614 EA
6 500BLTGALVMCH3/4X14452-5614 EA
BLT GALV MCH 3/4X16 12 509452-5616 EA
BLT GALV MCH 3/4X16 6:510452-5616 EA
6BLTGALVMCH3/4X18452-5618 EA 510
BLT GALV MCH 3/4X18 EA452-5618 12 509
GRIP GUY AUT 3/8 RL EA 4457-2272 5 1 IE
GRIP GUY FMD 3/8 EHS EA457-2320 2 5 1 IE
NUT MF 3/4 IN EA457-2850 6 500
NUT MF 3/4'IN457-2850 EA 48 509
479-1117 ANODE MAGNESIUM 17LB EA 18 499
700-0000 FLAT POLE EYE PLATE 32 509
700-0000 FLAT POLE EYE PLATE 16 510
STOCK NO.ITEMS ARE REPEATED ON STORES DOCUMENTS WO#:33 433 MEM
CM 1 4500 -002
IDAHO POWER COMPANY
SALVAGE REQUISITION (SOURCE 39)
RETURN LISTED ITEMS TO STORES
PAGE 8**k *****k
k k **Vyf**
A
*****A *-«"
ESTIMATOR:TL PHILLIPS
WH.LOC.:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WO#:33 433 010EST.DATE:07/11/94WR=:T-T94Q2006.D
SAL V ACCOUNT/
(39)SUB-ACCT
STOCK NO.UNIT QTYQTYEST.PART DESCRIPTION I
REMOVE ABNREM
56CNDAAAC#4/0-7 ,STR LB310-03505638
56CNDACSR#4/0-6/1 LB310-0354F6550
N
55330-0310 LBCNDCUSLDSDBR6C13
CND CU SLD SD BR!6 56LB330-0310L21
0
55360-0135 LBCNDCWSLD#6 DSAC201
WIRE GALV 5/16 I EEL 56LB365-025515000W
0
CN WLD 5/8 ROD-6 CU 55EA40371-1260
56CLPSUSPAL.70 1.17 371-1425 EAA12
IP
55R26SLVCUTAPOFST6-6 374-2115 EA
I
5621SLVCUTAPOFST6-6 374-2115 EA
15 INS VERT CLT 13 PLMR 390-1403 EA 56B
Y
INS HRZ 138 PL MR'WD 390-1430 5636EA
270 INS SUSP 10 POR ,52-3 390-2500 EA 56
INS SUSP 138KV WD10K21 390-2540S EA 56
T
!0 15 ADPTR CLT V138K INS 395-0926 EA 56
R
E 36 CLV-Y BALL 52-3 395-1075 EA 56
R 2 POLE WOOD 55 FT CL 1 410-0155 EA 55
E
15 POLE WOOD 65 FT CL 1Q 410-0165 EA 55
t#
I 1 POLE WOOD 55 FT CL 2 410-0255 EA 55
t
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
SALVAGE REQUISITION (SOURCE 39)
RETURN LISTED ITEMS TO STORES
PAGE c*****/****
******
ESTIMATOR:TL PHILLIPS
WH.LOC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006.D WO#:33 433 010EST.DATE:07/11/94
SAL V ACCOUNT/
(39)SUB-ACCT
STOCK NO,UNIT QTYQTYEST.PART DESCRIPTION
REMOVE ABNREM
55EA410-0260POLEWOOD60FTCL212
i
!55410-0265 EAPOLEWOOD65FT|CL 2F6 i
55POLEWOOD70FTCL2EA410-0270C4
55EAPOLEWOOD40FTCL3410-0340L5
0
55EAPOLEWOOD50FT'CL 3 410-03505C
I
55EAXARMASSYDE4X1:0X14 411-1650W2
0
55411-1875 EA11XARMDBL28FT3X7IN
EA 55A4ANDISK23INTUBECO450-0310
P
ROD GRD CW 5/8X8 FT 55R40451-0425 EA
554RODAN1X10TUBECO451-0560 EA
BLT GAL V DA 7/8X22B22 55452-1722 EA
Y
BLT GAL V DA 7/8X2430 452-1724 EA 56
BLT GALV MCH 7/8X148 452-5714 EA 55
BLT GALV MCH 7/8X164 452-5716S EA 55
T
BLT GALV MCH 7/8X16030 452-5716 EA 56
R
BLT GALV MCH 7/8X18E4 452-5718 EA 55
BLT GALV MCH 7/8X18R12 452-5718 EA 56
E
Q 8 WSHR CRVD 4X4X15/16 454-1075 EA 55
#
42 WSHR CRVD 4X4X15/16 454-1075 EA 56
WO#:33 433 010
CM 1 4500 -002
IDAHO POWER COMPANY
SALVAGE REQUISITION (SOURCE 39)
********RETURN LISTED ITEMS TO STORES
PAGE 10*********i *
******x
ESTIMATOR:TL PHILLIPS
WH.L OC .:0201 BOISE OPERATIONS CTR
CUSTOMER NAME:VALLEY RANCH
WR#:T-T9402006 .D WO#:33 433 010EST.DATE:07/11/94
SAL V ACCOUNT/
(39)SUB-ACCT
QTYSTOCKNO.UNIT QTYEST.PART DESCRIPTION
REMOVE ABNREM
I
55WSHRSPR15/16 HOLE EAI454-127560
56IFWSHRSPR15/16 HOLE EA454-1275162
55EAiCWSHRSQ4X4X15/16 454-152544
I
55PR1L457-1020BRCX3BY4&13-I6PS2
10
CLP X-BRC 3BY4 SECN 55EAIC457-14922 \
I
551WCLIPBONDING7/8 IN EA457-197330 !
10
56CLIPBONDING7/8,IN
NUT MF 7/8 IN
457-1973 EA36
i
55457-2855 EAIA60 I
IP
56NUTMF7/8 IN1R 457-2855 EA162
NUT GALV PLAIN 7/8 55457-3030 EA8 I
IB NUT GALV PLAIN 7/8 56EA457-3030126
[Y
I 55457-5020 LB40NAILCW10D
I
I 551277CLIPGRDWIRE#6 CU 457-5065 EA
I
1 S STAPLE FENCE 1 l;/240 457-5070 LB 55
IT
10
I R
IE
IR
IE!
1 Q I
I#)
I
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
LONG LEAD TIME ITEMS PAGE 1;
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D WO#:33 433 010EST.DATE:07/11/94
EST.AVG .COSTLEADTIMEESTIMATEDQUANTITY[UNIT OF ISSUEDESCRIPTIONSTOCKNO.
4.045CNPG3BLT3/0-336 EA371-0428
4.033EACNWLD5/8 R0D-#6 CU371-1260
140.06EACLPSUSPAL.40-.85371-1365
12.048EACLPSUSPAL.70-1.17371-1425
15.024EADEBLTDAL0.2-0.57372-0480
10.06iEADEBLTDAL0.6-0.9372-0482
6.036RODARMORAL4/0 EA373-0300
12.015!INS VERT CLT 138PLMR EA390-1403
8.036INSHRZ138PLMRWDEA390-1430 1
8.033.INS SUSP 138KV WD10K EA390-2540 i
10.015CLPLPINS.35-.84 EA395-0925
15.0EA15;ADPTR CLT V138KV INS395-0926
i
78 15.0395-1075 CLV-Y BALL 52-3 EA
SHKL AN 5/8X2.75 30K 4.0EA33395-1505
!CLV THMB BNK 62 4.0395-1560 EA
SCKT EYE HL 1 W 52-3 EA 6 12.0395-1626
SCKT EYE HL 5/8 52-3395-1627 EA 27:12.0
POLE WOOD 65 FT CL 1410-0165 EA 12,11316
XARM ASSY DE 4X10X14411-1650 EA 2 5 .0
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
LONG LEAD TIME ITEMS PAGE 1;
CUSTOMER NAME:VALLEY RANCH
WR #:T-T9402006 .D WO#:33 433 010EST.DATE:07/11/94
EST.AVG .COSTLEADTIMEESTIMATEDQUANTITYUNITOFISSUEDESCRIPTIONSTOCKNO.
6.06RODAN3/4X9 TUBECO EA451-0460
6.022EARODAN1X10TUBECO451-0560
4.0BLTGALVDA7/8X22 2EA452-1722
4.0BLTGALVDA7/8X24 30EA452-1724
20.02BLTGALVMCH1/2X6 EA452-5406
4.0BLTGALVMCH7/8X14 8EA452-5714
4.0BLTGALVMCH7/8X16 34EA452-5716
i 4.0BLTGALVMCH7/8X18 26452-5718 EA
4.0BLTGALVMCH7/8X20 1452-5720 EA
6.0WSHRCRVD3X4X15/16 40EA454-1090
WSHR SPR 15/16 HOLE 4.0EA192454-1275
WSHR SQ 2X2X9/16 4 4.0EA454-1325
WSHR SQ 3X3X13/16 4.0EA6454-1425
CLIP BONDING POLEBND EA 10 4.0457-0280
BRC X 3BY4 &13-6PS PR 2 4.0457-1020
BRC X 3BY5 &16-6PS PR 2 4.0457-1220
1
GRIP GUY AUT 5/16 RL457-2265 EA 6 8.0
I
GRIP GUY AUT 3/8457-2270 EA 24;4.0
457-2271 GRIP GUY AUT 3/8 LNG EA 8!4.0
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
LONG LEAD TIME ITEMS PAGE 13
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .D EST.DATE:07/11/94 WO#:33 433 010
EST.AVG .COSTLEADTIMEESTIMATEDQUANTITYUNITOFISSUEDESCRIPTIONSTOCKNO.
8.02GRIPGUYAUT3/8 RL EA457-2272
4.044.EAEYEPOLEPLTHD457-2460
!
i
I
I
i
WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
MISC.CHARGE STOCK NUMBERS PAGE 14
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 .0 WO#:33 433 010EST.DATE:07/11/94
POINTESTIMATEDQUANTITYUNITOFISSUEDESCRIPTIONSTOCKNO.
4983EACNPG2BLT795&3 3 6371-0440
5123CNPG2BLT795&3 3 6 EA371-0440
SFNDEBLTDAL1/0-4/0 12;EA372-0450
SFN23DEAUTAL4/0 EA372-0575
12:SFN2LINKSGL5/8 IN EA395-1775
SFN25EA410-0340 POLE WOOD 40 FT CL 3 l
SFN25POLEWOOD50FTCL3EA410-0350
4984;PR457-2800 LINK MD 4WAY POLEBND 1
5 498SHVPOLEBND3/4 EA457-3820
I
I
STOCK NO.ITEMS ARE REPEATED ON STORES DOCUMENTS WO#:33 433 010
CMI4500 -002
IDAHO POWER COMPANY
LONG LEAD TIME ITEMS PAGE
CUSTOMER NAME:VALLEY RANCH
WR#:T -T9402006 ¦E EST.DATE:07/11/94 WO#:33 433 MEM
EST.AVG .COSTESTIMATEDQUANTITYLEADTIMESTOCKNO.DESCRIPTION UNIT OF ISSUE
CND AC SR 397.5 26/7 4.011.813310-0400 LB
WIRE GALV 5/16 REEL 4.0365-0255 LB 7,200
10.0CLPSUSPAL1.0-1.47 EA 51371-1450
60.0371-1730 CLP SUSP FE 0.3-0.7 EA 16
10.0372-0482 DE BLTD AL 0.6-0.9 EA 6
ROD ARMOR 5/16 EHS 6.0373-1045 EA 16
390-1430 INS HRZ 138 PLMR WD EA 39 8.0
390-2550 INS SUSP 138 STL 10K EA 18 8.0
395-1075 CLV-Y BALL 52-3 EA 78 15.0
SHKL AN 5/8X2.75 30K395-1505 EA 13 4.0
395-1560 CLV THMB BNK EA 3 2 4.0
395-1626 SCKT EYE HL 1 W 52-3 EA 6 12.0
ROD AN 3/4X9 TUBECO451-0460 EA 3 6.0
451-0560 ROD AN 1X10 TUBECO EA 18 6.0
452-5718 BLT GALV MCH 7/8X18 EA 78 4.0
454-1275 WSHR SPR 15/16 HOLE EA 78 4.0
457-0545 BRKT SHLDWIRE 3/4X16 EA 9 4.0
457-2265 GRIP GUY AUT 5/16 RL EA 2 8.0
457-2270 GRIP GUY AUT 3/8 EA 21 4.0
WO#:33 433 MEM
CM 1 4500 -002
IDAHO POWER COMPANY
LONG LEAD TIME ITEMS PAGE 8
CUSTOMER NAME:VALLEY RANCH
EST.DATE:07/11/94 WO#:33 433 MEMWR#:T-T9402006 .E
EST.AVG .COSTLEADTIMEESTIMATEDQUANTITYUNITOFISSUEDESCRIPTIONSTOCKNO.
4.09457-2271 GRIP GUY AUT 3/8 LNG EA
i
i
!
I
I
WO#:33 433 MEM
CM [4500 -002
Thomas &Betts Corporation
1555 Lynnfield Road
Memphis,Tennessee 38119
[phone]
ThomasiBetts
LD EXPRESS DRAWINGS
TO WHOM IT MAY CONCERN:
As a service to you as a customer,to meet your express delivery,the drawings are
sent to the shop for fabrication at the same time they are sent to you for review.
Please review these drawings within two days and call John Montelepre,at [phone],
Ext.3324,with any changes.
If we do not hear from you,poles will be built per drawings.
If you need additional time to review the drawings,please notify us.
Thank you for your cooperation.
Sincerely,
(
L
Roger J.Mcyleary
LD Product Manager
RJM/jdl
Enclosure
ThomasiBetts transmittal sheet
¦MEYER INDUSTRIES
Mailing Address:Physical Address:
Thomas &Betts Corporation
Meyer Industries
W8020 150th Ave.(P.O.Box 126)
Hager City,Wl 54014-0126
[phone]
Thomas &Betts Corporation
Meyer Industries
P.O.Box 114
Red Wing,Minnesota 55066
I
DATETO:September 6,1994
Idaho Power Company
P.O.Box 70
Boise,ID 83707
JOB NO.L59801
P.O.NO.13199
Attn:Mr.Tim Phillips
PROJECT Wood River-Ketchum
138kv Line
COPIES OFWEAREENCLOSINGHEREWITH
ENGINEERING DESIGN CALCULATIONS
Three (3)
APPROVAL DRAWINGS:Drawing No.
Sheet Nos.
In order to meet the production schedule,please
Return one set of drawings marked "Approved for Fabrication"
Provide verbal approval to
By
x GENERAL INFORMATION DRAWINGS:Drawing No.L5g8
Sheet Nos.1-11,f-1
PACKING LIST NO.
OTHERS
NOTES
CC:Rogers-Strong with prints
By:R.J.McCleary,LP Product Manager
oL-
i.L-
SL-1
oL -I
a --z.
.5^-I
qL-I
('oa -1
O L~~£-
I
9L-Ci.
9rvL I A-'i
a ;s>^isj
I on
ion
(o)5j
/I ansn>J^UOS)
5^
^VX
C<ZQ^LQ<>)
(po%)
(can i
ean
>aS>)
)S^X
(V^s \poe>)svl
(hQS SIX
q an
<Laa
^n
/
mz 1X3 -N0IS3Q a "8 1
SdlTIIHd IAII1
GENERAL INFORMATION
Ld
Z cr_i1.STEEL SPECIFICATIONS
PLATE <3/4"
MIN.YIELD
65 KSI _
A.S.T.M.SPEC g 3
°<
<5 <3
Q <
DRAWING INDEX Z)cn z>Ul Ld
Id O
o z
Id O s oA—871 a:LdZ >-<tiOLti>-°3 QL<3 I QLdoCLROD92KSIA—588
H p«»
s.o.DESCRIPTIONSTEELSHAPES65KSIA—588 MOD.
17 -WEATHERING LD'S01 1 12-11NON-STRUCTURAL 50 KSI A-588
2.ALL PLATES TO HAVE A CHARPY V-NOTCH IMPACT VALUE OF 15 FT.LBS.
MINIMUM AT -20 DEGREES F.PER HEAT LOT TEST.
3.PROVIDE PLASTIC PLUGS IN ALL TAPPED HOLES AND NUTS WELDED
TO THE POLE.
ASSEMBLY AND ERECTION INFORMATION
1.CUSTOMER SHALL VERIFY THE FIT OF THEIR EQUIPMENT TO THE ATTACHMENT
PROVIDED.
2.CUSTOMER TO PROVIDE A MINIMUM 2"SQUARE BACKING WASHER ON ANY
THRU-BOLTED CONNECTION.SPECIAL FABRICATION INSTRUCTIONS
1.FINISH:
POLES AND HARDWARE
EMBEDDED PORTION OF POLES PLUS 1*-0"COATED WITH CORROCOTE II CLASSIC
PNT 215A AND 215B.14.0 MILS THICK.BLAST AREA TO BE COATED PER SSPC-SP10.
BARE
\
NOTE:PROTECT GROUNDING ROD FROM EPOXY COATING.
2.MARK WITH 2"WELD BEAD (UNLESS NOTED)
A.IDAHO POWER,POLE NUMBER,LD CLASS,POLE HEIGHT AND STRUCTURE TYPE
5'-0r ABOVE GROUND LINE ON FACE 5-6.
EX.IDAHO POWER
502
LD—1
80 FT.
TVS—HL T 4 1)
S B D^ZAVO iNCj
3.LONGSEAM ORIENTATION
A.12-SIDED SHAPES WITH SINGLE LONGSEAM POINT 9 AND DOUBLE LONGSEAM
POINTS 3 AND 9.
LETTER REVISION DATE
rVD
3
MM
CUSTOMER NAME:IDAHO POWER CO.
CUST.P.O.13199 JOB NO.L59800
GENERAL NOTES
BLB/8-8-94DRAWN:OF 12SHEET1
LIGHT DUTY POLE INFORMATIONa"
Dl C3WR0100 -3/16"X 1O"0
9.OO"0 11112 HT.75'—0"BILLABLELD-3 QTY.3GROUP1AT110,
STR.WT.2,500POLEASSEMBLY3008
T 2
POLE NO.4-99,501,50438
8'-<r 7 '4
SHOP LABOR REQUIREMENTS6I5
r-1-0"
LP*.)
DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTION
POLE ORIENTATION
t ES
HOLE 1 3/1 6"0 HOLES0'—4"T 2-3,8-9(TYP.)
5'-0T 8'—0"1 5/1 6"0 HOLES2-3,8-9
1 5/1 6"0 HOLES9'—0"2-3,8-9
ES5?
1 5/1 6"0 HOLES13'-0"2-3,8-9
tSSSi
14'-0"1 5/1 6"0 HOLES2-3,8-9
5'-0"
18'-0"1 5/1 6"0 HOLES2-3,8-9
1 1 5/1 6"0 HOLES19'-o"2-3,8-9
66'—6"1200 -DETAIL A2-3,8-9
rrrrr
3008
4019 -47'-6"@ 3/16"
4020 -27'-6"@ 3/16"75'-(f
DIM.
LOC.
1
GRND.
ROD
N
ELLiGROUNDLINEj DO NOT COAT ROD
W/C0RR0C0TE
DETAIL A
LETTER REVISION DATEn.GRND.
o>
*13TPvr-oT5 ROD TJ 1CN
O 4"—CTCO9'-6"EMB.LG.oo
CT)4021 -®3/16"PL.mtto
CUSTOMER NAME:IDAHO POWER CO.\
19.88"0 CUST.P.O.13199 JOB NO.L59800
B32R021 0 LD-3 75*—(T TYPE:TVS-HLPOLETYPE:3/16"X 21"0
BLB/8-8-94DRAWN:SHEET 2 OF 12
LIGHT DUTY POLE INFORMATION3"-C3WR01QQ -3/16"X 1O"019.OO"0 11112 HT.70'—o"BILLABLELD-3 QTY.2GR0UP4AT110.
STR.WT.2,iooPOLEASSEMBLY3005T29|
POLE NO.500,50338
8'-0"7 4
SHOP LABOR REQUIREMENTS6I5
i -r-or
]_(TYP.)DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION
$
HOLE
T 0'-3"13/16"0 HOLES2-3,8-9(TYP.)
6'-0"8'-or 1 5/1 6"0 HOLES2-3,8-9
9'-0"15/16"0 HOLES2-3,8-9
BK£
1 4'-0"1 5/1 6"0 HOLES2-3,8-9
15'-tf'15/16"0 HOLES2-3,8-96'-0"
20'-0"1 5/1 6"0 HOLES2-3,8-9
21 '-0"1 5/1 6"0 HOLES2-3,8-9
62'—0"2-3,8-9 1200 -DETAIL A
3005
4019 -47'-6"©3/16"
4028 -22'—6"®3/16"70'-0"
DIM.
/LOC.
i
GRND.
ROD
N
elli DO NOT COAT ROD
W/C0RR0C0TE
DETAIL A
GROUND LINE
LETTERn REVISION DATE<$-*¦
GRND.
cr>
*r-or VROD¦o?
Jro
O 4'-or iCO9'-0T EMB.LG.oo
4027 -©3/16"PL.CD
malO
CUSTOMER NAME:IDAHO POWER CO.
19.15"0
CUST.P.O.13199 JOB NO.L59800B32R0210
3/16"X 21"0 LD-3 70'—(T TYPE:TAS-HLPOLETYPE:
BLB/8-8-94DRAWN:SHEET 3 OF 12
LIGHT DUTY POLE INFORMATION4"C3WRQ1QQ -3/16"X 10*019.OO"0 11112 LD-3 HT.80'—o"BILLABLE QTY.1ITEM01AT11Q
STR.WT.2,700POLEASSEMBLY3009—
T 2
POLE NO.50238
8-0"7 4
SHOP U\BOR REQUIREMENTS6I5
i—v-or
i_(TYP.)POINT NO.
OR FLAT
DISTANCE
FROM TOP
OF POLE
ITEM/DESCRIPTIONPOLEORIENTATION
HOLE
T 0'-4"13/16T0 HOLES(TYP.)2-3,8-9
5*-cr 8'—0"1 5/1 HOLES2-3,8-9
9'—0"1 5/1 6"0 HOLES2-3,8-9
13'—0"1 5/1 6"0 HOLES2-3,8-9
1 4'—0"15/16"0 HOLES2-3,8-9
5-0"
18'—0"1 5/1 6"0 HOLES2-3,8-9
19'—0"15/16"0 HOLES2-3,8-9
:==:
71 '-0"2-3,8-9 1200 -DETAIL Ai==:
3009
4019 -47'-6"@ 3/16"
4022 -32'-6"@ 3/16"80'—0"
DIM.
LOC.
iJiID.
ROD
LLEi NGROUNDLINE|
LETTERn REVISION DATE
DO NOT COAT ROD
W/CORROCOTE
DETAIL A
J GRND.CT)
*
m.r-or ROD¦q
X]1o4'-orCO Zi10'-0"EMB.LG.oo
4023 -0 3/16"PL.cr>
mwE3
CUSTOMER NAME:IDAHO POWER CO.
2O.6OM0
CUST.P.O.13199 JOB NO.L59800
B32R0220
3/16"X 22"0 POLE TYPE:LD-3 80'-(T TYPE:TVS-HL
BLB/8-8-94DRAWN:OF 12SHEET4
LIGHT DUTY POLE INFORMATION4"—C3WRQ1Q0 -3/16"X 10"(J19.00"0 11112 HT.70'—o"BILLABLELD-3 QTY.1ITEM02AT110,
STR.WT.2.300POLEASSEMBLY3010T29i
POLE NO.50538
8'-0"
7 '4
SHOP U\BOR REQUIREMENTS6I5
r-I'-OT|(7YP.)POINT NO.
OR FLAT
DISTANCE
FROM TOP
OF POLE
ITEM/DESCRIPTIONPOLEORIENTATION
t
HOLE
T 0'—4"13/1 6"0 HOLES(TYP.)2-3,8-9
5'-0T
8'-or 15/1 6"0 HOLES2-3,8-9
9'—0"1 5/1 6"0 HOLES2-3,8-9
SS
13'—0"1 5/1 6"0 HOLES2-3,8-9ifiKS
14'—0"15/1 6"0 HOLES2-3,8-95'-0"
18'—0"1 5/1 6"0 HOLES2-3,8-9
1 19'—0"15/1 6"0 HOLES2-3,8-9
62'—0"2-3,8-9 1200 -DETAIL A
3010
4019 -47'-6"0 3/16"
4024 -22'-6"@ 3/16"70'—0"
DIM,
LOC.
i
GRND.
ROD
NELLiLINE|GROUND
DO NOT COAT ROD
W/C0RR0C0TE
DETAIL A
LETTERn REVISION DATE
.^}grnd.CT>
*
F¥r-o =S7T=3¦O ROD
Jm
3o4*-orCO9'-0"EMB.LG.oo
o>4021 -®3/16"PL.in
CUSTOMER NAME:IDAHO POWER CO.
19.15"0
CUST.P.O.13199 JOB NO.L59800B32R0210
3/16"X 21"0 POLE TYPE:LD-3 70'-(f TYPE:TVS-HL
BLB/8-8-94DRAWN:OF 12SHEET5
LIGHT DUTY POLE INFORMATION3"C3WRQ10Q -3/16"X 1O"039.OO"0 11112 HT.65'-0"BILLABLELD-3 QTY.1ITEM03AT110.
STR.WT.2,iooPOLEASSEMBLY3007T2
POLE NO.soe38
8*-0"
7 4
SHOP LABOR REQUIREMENTS615
i-i '-or]_(TYP.)DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION
t
HOLE Em
T 0'-3"13/16"0 HOLES2-3,8-9(TYP.)
6-0"8'-0"1 5/1 6"0 HOLES2-3,8-9
9'—0"1 5/1 6"0 HOLES2-3,8-9
—:==:
1 4'—0"1 5/1 6"0 HOLES2-3,8-9
15'—0"15/16"0 HOLES2-3,8-9
6'-0"
20'-0"1 5/1 6"0 HOLES2-3,8-9
21'-0"15/16"0 HOLES2-3,8-9
57'—6"2—3,8-9 1200 -DETAIL A:sss
3007
4019 -47'-6"@ 3/16"
4017 -1 7'—6"@ 3/16"65'—0"
DIM.
/LOC.
1JrSGRND.
ROD
EDO.\
GROUND LINE |
LETTERn REVISION DATEDONOTCOATROD
W/CORROCOTE
DETAIL A
3 GRND.cn
*
HHr-o"VRODT5
JCO
o 4'-orCO8'-6"EMB.LG.oo
Oi 4018 -0 3/16"PL.wsin
CUSTOMER NAME:IDAHO POWER CO.
18.43"0
CUST.P.O.13199 JOB NO.L59800B32R0200
3/16'X 20"0 LD-3 65'-0r TYPE:TAS-HLPOLETYPE:
BLB/8-8-94DRAWN:SHEET 6 OF 12
LIGHT DUTY POLE INFORMATIONa"
y C3WR0100 -3/16"X 10f>
9.OO"0 11112 HT.75*-o"BILLABLELD—1 QTY.2GR0UP2AT110,
STR.WT.2,200POLEASSEMBLY3006!±!
T 29i
POLE NO.507,50838
8-0"7 4
SHOP LABOR REQUIREMENTS6I5
i—1 -ori_(TYP.)DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION
t b=::
HOLE
T 0'—4"13/1 6"0 HOLES2-3,8-9(TYP.)
5'-0"8'—0"1 5/1 6"0 HOLES2-3,8-9
9'-0"1 5/1 6"0 HOLES2-3,8-9
:==:
13'—o"15/16"0 HOLES2-3,8-9
:r=:
14'—0"15/16"0 HOLES2-3,8-95'-or
18'—0"15/1 6"0 HOLES2-3,8-9119'—0"15/1 6"0 HOLES2-3,8-9
r===
66'—6"2-3,8-9 1200 -DETAIL A
3006
4026 -47'-6"©3/16"
4015 -27'-6"&3/16"75'—0"
DIM.
/LOC.
1
GRND.
ROD
ELY \UNEjGROUND
LETTERn REVISION DATEDONOTCOATROD
W/CORROCOTE
DETAIL A
,GRND.CD
*r-o VRODT5
xi Jr-.'
o 4'-or I(/)9'-6"EMB.LG.00
CD 4016 -©3/16"PL.mi
CUSTOMER NAME:IDAHO POWER CO.J 1 6.88"0
CUST.P.O.13199 JOB NO.L59800
B32R0180
3/16"X 18>POLE TYPE:LD-1 75'-0T TYPE:7VS-HL
BLB/8-8-94DRAWN:OF 12SHEET7
LIGHT DUTY POLE INFORMATION"ZM
01 C3WR0100 -3/16"X 1O"0
9.OO"0 11112 HT.70'—o"LD-1 BILLABLE QTY.1ITEM05AT110,
STR.WT.2,100POLEASSEMBLY301412
POLE NO.50938
8'-cr
7 A
SHOP U\BOR REQUIREMENTS6T5
I—0'-6"}(TYP.)DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION
t
HOLE 1 13/16"0 HOLES0'—3"5-6,11-12(TYP.)
6'—CT 13/1 6"0 HOLES0'—9"5-6,11-12
8'—0"13/16"0 HOLES5-6,11-12
1 3/1 6"0 HOLES8'—6"5-6,11-12
14'-0"13/1 6"0 HOLES5-6,11-126'-0"
1 4'—6"13/16"0 HOLES5-6,11-12
13/16"0 HOLES20'—0"5-6,11-12
20'-6"13/16"0 HOLES5-6,11-12
62'—0"2-3,8-9 1200 -DETAIL A
3014
4026 -47'-6"©3/16"
4013 -22'-6"©3/16"70'—0"
DIM.
/LOC.
1
GRND
ROD
ELLi \
GROUND LINE j
DO NOT COAT ROD
W/CORROCOTE
DETAIL A
n LETTER REVISION DATE-I—1fGRND.-1 ROD
cn
*I'-O"\/"O
1CO
o 4'-(TCO9*—OT EMB.LG.oo
CD 4014 -©3/16"PL.msm
CUSTOMER NAME:IDAHO POWER CO.
1 6.35"0
CUST.P.O.13199 JOB NO.L59800B32R0180
LD-1 70'-0r TYPE:CSPOLETYPE:3/16"X 1 8"0
BLB/8-8-94DRAWN:SHEET 8 OF 12
LIGHT DUTY POLE INFORMATIONC5WRQ1Q0-3/16"X 10"03"
9,OO"0 11112 ^HT.75'-0"BILLABLELD-1 QTY.1tITEM06ATVUp.)STR.WT.2.200POLEASSEMBLYT3015V¦5 Q ko°2i0
J POLE NO.510038T6"8'-cr (TYP.)Sit 4\
SHOP LABOR REQUIREMENTS6'6 I 5
(TYP.)
DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION¦%0
HOLE
(TYP.)0'—3"13/1 6-0 HOLES1-2,7-8
PLa 0'-9"1 3/1 6"0 HOLES1-2.7-80
8'—CT r-r 13/1 6"0 HOLES3-4,9-10
r-r 13/1 6"0 HOLES3-4,9-10T8'—0"13/1 6"0 HOLES1-2,7-8
8'-6"1 3/1 6"0 HOLES1-2,7-8
8'-10"1 3/1 6"0 HOLES
1 3/1 6"0 HOLES
3-4,9-100
9'—4"3-4,9-10vY
6*-CT 9'—8"13/1 6"0 HOLES
1 3/1 6"0 HOLES
5-6,11-12
fo'-sT^VP 5-6,11-12III
16'—0"1 3/1 6"0 HOLES1-2,7-8
16'-6"1 3/1 6"0 HOLES1-2,7-8
16'-10"1 3/1 6"0 HOLES3-4,9-10
17'—4"1 3/1 6"0 HOLES3-4,9-1075'—CT 0 17'—8"
ylg'-r '
1 3/1 6"0 HOLES5-6,11-12
v 1 3/1 6"0 HOLES5-6,11-123015V
22'—0"13/1 6"0 HOLES1-2,7-84026-47'-6"©3/16"
4015 -27'-6"©3/16"
22'—6"13/1 6"0 HOLES1-2,7-8
22'—10"1 3/1 6"0 HOLES3-4,9-10
DIM.23'-4"13/16"0 HOLES3-4,9-10
/LOC.23'-8"
1-(24'-2"
66'—6"
13/1 6"0 HOLES5-6,11-12i 13/1 6"0 HOLES5-6,11-12
1/GRND.2-3,8-9 1200 -DETAIL AROD
N
ruu DO NOT COAT ROD
W/CORROCOTE
DETAIL A
GROUND LINE |
LETTERn REVISION DATE-t—v
f GRND.
-1 ROD
cn
Stv-ff VVIT,
V!1CD
O 4'—orCO
DksiJmk9'-6"EMB.LG.00
CD 4016 -©3/16"PL.m
CUSTOMER NAME:IDAHO POWER CO.
1 6.88"0
CUST.P.O.13199 JOB NO.L59800B32RQ180
3/16"X 18"0 LD-1 75'-0r TYPE:D2S-HPPOLETYPE:
BLB/8-8-94DRAWN:SHEET 9 OF 12
LIGHT DUTY POLE INFORMATION3"C3WR0100 -3/16"X 1O"019.OO"0 11112 HT.75'-0"BILLABLELD-1 QTY.3GR0UP5AT110,
STR.WT.2,200POLEASSEMBLY3012T2
POLE NO.511,512,51438
8-0"
7 4
SHOP LM30R REQUIREMENTS6T5
I—0'-6"
I
DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION
t
HOLE T 0'—3"13/16"0 HOLES5-6,11-12(TYP.)
6'-0"0'—9"13/16"0 HOLES5-6,11-12
8'—0"13/16"0 HOLES5-6,11-12
8'—6"13/16"0 HOLES5-6,11-12
14'-Of'1 3/1 6"0 HOLES5-6,11-126'-0"
14'—6"1 3/1 6"0 HOLES5-6,11-12
i 20*-0"1 3/1 6"0 HOLES5-6,11-12
20'—6"13/1 6"0 HOLES5-6,11-12
66'-6"2-3,8-9 1200 -DETAIL A
3012
4026 -47'-6"©3/16"
4015 -27'-6"©3/16"75'—ff
DIM.
LOC.
i
GRN .
ROD
NEUULINEjGROUNDDONOTCOAT ROD
W/CORROCOTE
DETAIL A
LETTERn REVISION DATEt-t3GRND.o>
r-or v"O ROD
Jo
4*-0T \in 9'-6"EMB.LG,00
4016 -©3/16"PL.10
CUSTOMER NAME:IDAHO POWER CO.
16.88"0
CUST.P.O.13199 JOB NO.L59800B32R0180
3/16"X 18"0 LD-1 75'-0T TYPE:CSPOLETYPE:
BLB/8-8-94DRAWN:SHEET 10 OF 12
LIGHT DUTY POLE INFORMATIONA*
Yl C3WR01QQ -3/16"X 10"0
9.OO"0 11112 LD—1 HT.70'—o"QTY.2BILLABLEGROUP3AT11Q
STR.WT.2,100POLEASSEMBLY3011:r:
T 2
POLE NO.513,51538
8'-0"
7 '4
SHOP LABOR REQUIREMENTS6T5
r-V-OT|_(TYP.)DISTANCE
FROM TOP
OF POLE
POINT NO.
OR FLAT
ITEM/DESCRIPTIONPOLEORIENTATION
$
HOLE
T 0'—4"13/16"0 HOLES2-3,8-9(TYP.)
5'-or 8'—0"1 5/1 6"0 HOLES2-3,8-9
9'—0"1 5/1 6"0 HOLES2-3,8-9
1 3'—0"15/1 6^*0 HOLES2-3,8-9
1 4'—0"1 5/1 6"0 HOLES2-3,8-9
s'-o^
18'—0"1 5/1 6"0 HOLES2-3,8-9
19'—0"1 5/1 6"0 HOLES2-3,8-9
62'-0"2-3,8-9 1200 -DETAIL Assss
3011
4026 -47'-6"©3/16"
4013 -22'-6"©3/16"70'-0"
DIM.
/LOC.
1JJ?GRND.
ELLi ROD
GROUND LINE |N LETTERn REVISION DATE
-r—i
f GRND.-1 ROD DO NOT COAT ROD
W/CORROCOTE
DETAIL A
*
V-CT
XI 34'-or iCO-WWiTTfh9'-0T EMB.LG.CO
4014 -©3/16"PL.wa3
CUSTOMER NAME:IDAHO POWER CO.J 16.35"0
CUST.P.O.13199 JOB NO.L59800B32R0180
3/16"X 18"0 LD—1 70'-0r TYPE:TVS-HLPOLETYPE:
BLB/8-8-94DRAWN:OF 12SHEET11
5/8"S.S.ROD
4"
5/8"R.
4"
1200
LETTER REVISION DATE
cn
33CVXJ
o 1Li_TXttMEk.00
o>
m
CUSTOMER NAME:IDAHO POWER CO.
CUST.P.O.13199 JOB NO.L59800
HARDWARE DETAILS
BLB/8-8-94DRAWN:SHEET F-1 OF 12
SAG DATA
.
.i
('
o
viva ovs
ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA
RELOCATION §VALLEY RANCH GOLF COURSE
TEMPORARY LINE
CONDUCTOR ALLIANCE 246.9 KCMIL 7 STRAND AAAC
AREA=.1939 SQ.IN.
DATA FROM CHART NO.1-1068
ENGLISH UNITS
HORIZONTAL TENSIONS
SPAN=
CREEP IS NOT A FACTOR
*DESIGN CONDITION
DESIGN POINTS
482.0 FEET HEAVY LOADING
FINAL
SAG TENSION
INITIAL
SAG TENSIONTEMPICEWINDKWEIGHT
LB/F
1.334
.893
.365
.232
.232
.232
.232
.232
.232
.232
.232
.232
.232
.232
.232
.232
F IN LB/FPSF FT LB FT LB
0..50 4.00 .30 12.91
12.50
11.44
6.72
7.26
7.79
9.34
9.83
10.30
10.77
11.22
11.66
12 .09
13.31
15.38
16.59
3004 .
2076.
927.
1002 .
928.*
864.
721.
685.
654 .
626.
600.
578 .
557.
506.
438.
406.
12 .91
12 .19
10.44
5.63
6.08
6.55
7.99
8.47
8.94
9.40
9.86
10.31
10.75
12 .01
14.16
15.42
3004 .
2128 .
1015.
1196.
1107.
1028.
843 .
796.
754.
716.
683.
653 .
627.
561.
476.
437.
32..50 .00 .00
60..00 6.00 .00
-20.
-10.
.00 .00 .00
.00 .00 .00
0..00 .00 .00
30..00 .00 .00
40..00 .00 .00
50..00 .00 .00
60..00 .00 .00
70..00 .00 .00
80..00 .00 .00
90..00 .00 .00
120.
176.
212.
.00 .00 .00
.00 .00 .00
.00 .00 .00
STRINGING SAG AT TEMP DEG F
INITIAL
RULING SPAN =482.0
TEMP F >
SPAN
400.0
410.0
420.0
430.0
440.0
450.0
460.0
470.0
480.0
490.0
500.0
510.0
520.0
530.0
540.0
550.0
560.0
570.0
580.0
590.0
600.0
-20.-10.0.30.40.50.60.70.80.90.
3.88
4.07
4.27
4.48
4.69
4.91
5.13
5.35
5.58
5.82
6.06
6.30
6.55
6.81
7.07
7.33
7.60
7.87
8.15
8.44
8.72
4.19
4.40
4.62
4.84
5.07
5.30
5.54
5.78
6.03
6.29
6.54
6.81
7.08
7.35
7.63
7.92
8.21
8.51
8.81
9.11
9.43
4.51
4.74
4.97
5.21
5.46
5.71
5.96
6.23
6.49
6.77
7.05
7.33
7.62
7.92
8.22
8.53
8.84
9.16
9.48
9.81
10.15
5.50
5.78
6.06
6.36
6.66
6.96
7.27
7.59
7.92
8.25
8.60
8.94
9.30
9.66
10.03
10.40
10.78
11.17
11.57
11.97
12.38
5.83
6.12
6.43
6.74
7.05
7.38
7.71
8.05
8.40
8.75
9.11
9.48
9.85
10.24
10.63
11.02
11.43
11.84
12.26
12.69
13.12
6.15
6.47
6.79
7.11
7.45
7.79
8.14
8.50
8.86
9.24
9 .62
10.01
10.40
10.81
11.22
11.64
12.07
12.50
12.94
13.39
13.85
6.47
6.80
7.14
7.48
7.84
8.20
8.56
8.94
9.33
9.72
10.12
10.53
10.95
11.37
11.80
12.25
12.70
13.15
13.62
14.09
14 .58
6.79
7.13
7.49
7.85
8.22
8.59
8.98
9.38
9.78
10.19
10.61
11.04
11.48
11.92
12 .38
12 .84
13.31
13.79
14.28
14.78
15.28
7 .10
7.46
7 .83
8.20
8.59
8.99
9.39
9.80
10.22
10.65
11.09
11.54
12 .00
12.47
12.94
13 .43
13.92
14.42
14.93
15.45
15.98
7.40
7.78
8.16
8 .55
8.96
9.37
9.79
10.22
10.66
11.11
11.57
12 .03
12.51
13 .00
13 .49
14.00
14.51
15.04
15.57
16.11
16.66
ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA
RELOCATION @ VALLEY RANCH GOLF COURSE
TEMPORARY LINE SLACK SPAN FOR FLYING TAP
CONDUCTOR ALLIANCE 246.9 KCMIL 7 STRAND AAAC
AREA=.1939 SQ.IN.
DATA FROM CHART NO.1-1068
ENGLISH UNITS
HORIZONTAL TENSIONS
SPAN=
CREEP IS NOT A FACTOR
*DESIGN CONDITION
DESIGN POINTS
60.0 FEET HEAVY LOADING
FINAL
SAG TENSION
INITIAL
SAG TENSIONTEMPICEWINDKWEIGHT
LB/F
1.334
.893
.365
.232
.232
.232
.232
.232
.232
.232
.232
.232
.232
.232
LB/FFINPSF FT LB FT LB
0..50 4.00 .30 .36 1680.
1000.
388.
1910.
1519.
853 .
641.
450.
306.
220.
174 .
146.
104.
.36 1680.
1124 .
617.
1910.
1554 .
1043 .
882 .
728.
583 .
451.
341.
258.
143 .
32..50 .00.00 .40 .36
60..00 6.00 .00 .42 .27
-20..00 .00 .00 .05 .05
0..00.00 .00 .07 .07
30..00 .00 .00 .12 .10
40..00 .00 .00 .16 .12
50..00 .00 .00 .23 .14
60..00 .00 .00 .34 .18
70..00 .00 .00 .47 .23
80..00 .00 .00 .60 .31
90..00 .00 .00 .72 .41
120.
176.
.00.00 .00 1.00*
1.40
.73
.00 .00.00 75.1.20 87.
STRINGING SAG AT TEMP DEG F
INITIAL
RULING SPAN =60.0
120.90.70.80.60.40.50.0.30.TEMP F >
SPAN
60.0
-20.
.73.41.31.23.14 .18.07 .10 .12.05
ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA
LINE 433 WOOD RIVER KETCHUM PERMANENT LINE
RELOCATION @ VALLEY CLUB GOLF COURSE
CONDUCTOR IBIS 397.5 KCMIL 26/7 STRANDING ACSR
AREA=
DATA
ENGLISH UNITS
.3627 SQ.IN.
FROM CHART NO.1-782
HORIZONTAL TENSIONS
SPAN=
CREEP IS NOT A FACTOR
*DESIGN CONDITION
DESIGN POINTS
414.0 FEET HEAVY LOADING
FINAL
SAG TENSION
INITIAL
SAG TENSIONTEMPICEWINDKWEIGHT
LB/F
1.770
1.345
.672
.547
.547
.547
.547
.547
.547
.547
.547
.547
.547
.547
.547
F IN LB/FPSF FT LB FT LB
.500.4.00 .30 9.49
9.72
9.47
6.39
6.77
7.15
8.23
8.58
8.91
9.24
9.56
9.88
10.18
10.90
11.76
4000.
2965.
1523.
1833 .
1729.
1638.
1423.
1366.
1314 .
1268 .
1225.
1186.
1151.
1075.
997.
9.49
9.46
8.87
5.89
6.24
6.58
7.60
7.94
8.26
8 .59
8.90
9 .21
9.52
10.40
11.76
4000.*
3047.
1624 .
1988.
1879.
1780.
1541.
1476.
1418 .
1365.
1316.
1272.
1231.
1127.
997.
.5032..00.00
60..00 6.00 .00
-20.
-10.
.00 .00 .00
.00 .00.00
0..00 .00 .00
.0030..00 .00
40..00 .00.00
50..00 .00.00
60..00 .00.00
70..00.00 .00
80..00 .00 .00
90..00 .00 .00
120.
176.
.00 .00 .00
.00 .00 .00
STRINGING SAG AT TEMP DEG F
INITIAL
RULING SPAN =414.0
TEMP F >
SPAN
300.0
310.0
320.0
330.0
340.0
350.0
360.0
370.0
380.0
390.0
400.0
410.0
420.0
430.0
440.0
450.0
460.0
470.0
-20.-10.0.30.40.50.60.70.80.90.
3.09
3.30
3.52
3.74
3.97
4.21
4.46
4.71
4.96
5.23
5.50
5.78
6.06
6.36
6.66
6.96
7.28
7.60
3 .27
3 .50
3.73
3.96
4.21
4.46
4.71
4.98
5.25
5.53
5.82
6.12
6.42
6.73
7.04
7.37
7.70
8.04
3.45
3.69
3 .93
4.18
4.44
4.70
4.98
5.26
5.54
5.84
6.14
6.45
6.77
7.10
7.43
7.77
8.12
8.48
3.99
4.26
4.54
4.83
5.13
5.43
5.75
6.07
6.40
6.75
7.10
7.46
7.82
8.20
8.59
8.98
9.39
9.80
4.17
4.45
4.74
5.04
5.35
5.67
6.00
6.34
6.68
7.04
7.41
7.78
8.17
8.56
8.96
9.38
9.80
10.23
4.34
4.63
4.94
5.25
5.57
5.90
6.25
6.60
6.96
7 .33
7.71
8.10
8.50
8 .91
9.33
9.76
10.20
10.65
4.51
4.81
5.13
5.45
5.79
6.14
6.49
6.86
7.23
7.62
8.01
8.42
8.84
9 .26
9 .70
10.14
10.60
11.07
4.67
4.99
5.32
5.65
6.00
6.36
6.73
7.11
7 .50
7.90
8.31
8.73
9.16
9.60
10.06
10.52
10.99
11.47
4.84
5.16
5.50
5.85
6.21
6.58
6.96
7.36
7.76
8.17
8.60
9.04
9 .48
9.94
10.41
10.89
11.38
11.88
5.00
5.33
5.68
6.05
6.42
6.80
7 .20
7 .60
8.02
8.45
8.88
9.33
9.80
10.27
10.75
11.25
11.75
12.27
SPAN=
CREEP IS NOT A
*DESIGN CONDITION
DESIGN POINTS
340.0 FEET
FACTOR
HEAVY LOADING
FINAL
SAG TENSION
INITIAL
SAG TENSIONTEMPICEWINDKWEIGHT
LB/F
1.770
1.345
.672
.547
.547
.547
.547
.547
.547
.547
.547
.547
.547
.547
.547
IN LB/FFPSF FT LB FT LB
.500.4.00 .30 6.40
6.61
6.38
3 .52
3.85
4.18
5.20
5.53
5.85
6.17
6.47
6.77
7.06
7.68
8.46
4000.
2940.
1524.
2245.
2054.
1888.
1520.
1429.
1350.
1282.
1221.
1167.
1119.
1029 .
934 .
6.40
6.38
5.82
3.20
3.46
3.74
4.63
4.94
5.24
5.54
5 .84
6.14
6.43
7.26
8.46
4000.*
3049 .
1669.
2465.
2282 .
2113.
1707.
1601.
1507.
1425.
1352.
1287.
1229.
1089.
934.
.5032..00 .00
60..00 6.00 .00
-20.
-10.
.00 .00 .00
.00 .00 .00
0..00 .00 .00
.0030..00 .00
40..00 .00 .00
50..00 .00 .00
60..00 .00 .00
70..00 .00 .00
.0080..00 .00
90..00 .00 .00
120.
176.
.00 .00 .00
.00 .00 .00
STRINGING SAG AT TEMP DEG F
INITIAL
RULING SPAN =340.0
TEMP F >
SPAN
270.0
280.0
290.0
300.0
310.0
320.0
330.0
340.0
350.0
360.0
370.0
380.0
390.0
400.0
410.0
-20.-10.0.30.40.50.60.70.80.90.
2.02
2.17
2.33
2.49
2.66
2.84
3.02
3.20
3.40
3 .59
3.79
4.00
4.22
4.44
4.66
2.18
2.35
2.52
2.70
2.88
3.07
3.26
3.46
3.67
3.88
4.10
4.33
4.56
4.79
5.04
2.36
2.53
2.72
2.91
3.11
3.31
3.52
3.74
3.96
4.19
4.43
4.67
4.92
5.17
5.44
2.92
3.14
3.37
3 .60
3.85
4.10
4.36
4.63
4.91
5.19
5.48
5.78
6.09
6.41
6.73
3.11
3.35
3.59
3.84
4.10
4.37
4.65
4.94
5.23
5.53
5.85
6.17
6.49
6.83
7.18
3.30
3.55
3 .81
4 .08
4.36
4.64
4 .94
5.24
5.55
5.88
6.21
6.55
6.90
7.26
7.62
3.50
3.76
4.03
4.32
4.61
4.91
5.22
5.54
5.88
6.22
6.57
6.93
7.30
7.68
8 .06
3.69
3.96
4.25
4.55
4.86
5.18
5.51
5.84
6.19
6.55
6.92
7.30
7.69
8.09
8.50
3.87
4.16
4.47
4.78
5.10
5.44
5.78
6.14
6.51
6.88
7.27
7.67
8.08
8.50
8.93
4.05
4.36
4.68
5.00
5.34
5.69
6.06
6.43
6.81
7.21
7.61
8.03
8.46
8.90
9.35
ALUMINUM COMPANY OF AMERICA SAG AND TENSION DATA
LINE 433 WOOD RIVER KETCHUM PERMANENT LINE -
RELOCATION @ VALLEY RANCH GOLF COURSE
SHIELD WIRE
CONDUCTOR NOMINAL DIAMETER 5/16 7 STRAND STEEL EHS
AREA=
DATA FROM CHART NO.1-1293
ENGLISH UNITS
.0595 SQ.IN.
SPAN=
CREEP IS NOT A FACTOR
*DESIGN CONDITION
DESIGN POINTS
414.0 FEET HEAVY LOADING
FINAL
SAG TENSION
INITIAL
SAG TENSIONTEMPICEWINDKWEIGHT
LB/F
1.134
1.837
.710
.205
.205
.205
.205
.205
.205
.205
.205
.205
.205
LB/FFINPSF FT LB LBFT
0..50 4.00 .30 9.83
12.03
8.80
4.66
5.13
5.84
6.08
6.32
6.55
6.79
7.02
7.25
7 .92
2480.
3287.
1733 .
942.
857 .
753.
723 .
696.
671.
648.
627.
607.
556.
9.75
12.03
8.62
4.23
4.64
5.30
5.52
5.75
5.97
6.20
6.42
6.65
7.31
2500.*
3287.
1769.
1039.
947 .
830.
796.
765.
736.
710.
685.
662.
602 .
32.1.00 .00 .00
32..50 .00 .00
-20..00 .00 .00
0..00 .00 .00
30..00 .00 .00
40..00 .00 .00
50..00.00 .00
60..00 .00 .00
70..00 .00 .00
80..00 .00 .00
90..00 .00 .00
120..00 .00 .00
STRINGING SAG AT TEMP DEG F
INITIAL
RULING SPAN =414.0
TEMP F >
SPAN
300.0
310.0
320.0
330.0
340.0
350.0
360.0
370.0
380.0
390.0
400.0
410.0
420.0
430.0
440.0
450.0
460.0
470.0
-20.0.30.40.50.60.70.90.80.120.
2.22
2.37
2.53
2.69
2.85
3.02
3.20
3.38
3.56
3.75
3.95
4.15
4.35
4.56
4.78
5.00
5.22
5.45
2.44
2 .60
2.77
2.95
3.13
3.32
3.51
3.71
3.91
4.12
4.33
4.55
4.78
5.01
5.24
5.49
5.73
5.98
2.78
2.97
3.16
3.37
3.57
3.79
4.00
4.23
4.46
4.70
4.94
5.19
5.45
5.71
5.98
6.26
6.54
6.83
2.90
3 .09
3.30
3.51
3.72
3.95
4.17
4.41
4.65
4.90
5.15
5.41
5.68
5.96
6.24
6.52
6.82
7.12
3.02
3.22
3.43
3.65
3.87
4.11
4.34
4.59
4.84
5.10
5.36
5.63
5.91
6.20
6.49
6.79
7.09
7.41
3.13
3.35
3.57
3.79
4.03
4.27
4.51
4.77
5.03
5.30
5.57
5.86
6.15
6.44
6.74
7.05
7.37
7.70
3.25
3 .47
3.70
3.94
4.18
4 .43
4.68
4.95
5.22
5.50
5.78
6.08
6.38
6.68
7.00
7.32
7 .65
7.99
3.37
3 .60
3.84
4.08
4.33
4 .59
4.86
5.13
5.41
5.70
5.99
6.30
6.61
6.93
7.25
7.59
7 .93
8.28
3 .49
3.73
3.97
4.22
4.48
4 .75
5.02
5.31
5.60
5.90
6.20
6.52
6.84
7.17
7.51
7.85
8.21
8.57
3.84
4 .10
4.37
4.64
4.93
5.22
5.53
5.84
6.16
6.49
6.82
7.17
7.52
7.88
8.26
8 .64
9 .02
9.42
/
SPAN=
CREEP IS NOT A FACTOR
*DESIGN CONDITION
DESIGN POINTS
340.0 FEET HEAVY LOADING
FINAL
SAG TENSION
INITIAL
SAG TENSIONTEMPICEWIND
PSF
4.00
K WEIGHT
LB/F
1.134
1.837
.710
.205
.205
.205
.205
.205
.205
.205
.205
.205
.205
F IN LB/F FT LB FT LB
0..50 .30 6.62
8.48
5.72
2.22
2.49
2.98
3.16
3.35
3 .54
3.74
3.95
4.16
4.78
2480.
3139.
1796.
1337.
1190.
996.
939.
886.
837.
792.
751.
713.
620.
6.57
8.48
5.59
2.06
2.28
2 .68
2.83
2.99
3 .16
3 .33
3.51
3.70
4.28
2500.*
3139.
1837.
1439.
1298.
1104.
1046.
990.
938.
889.
843 .
801.
693.
32.1.00 .00 .00
32..50 .00 .00
-20..00 .00 .00
0..00 .00 .00
30..00 .00 .00
40..00 .00 .00
50..00 .00 .00
60..00 .00 .00
70..00 .00 .00
80..00 .00 .00
90..00 .00 .00
120..00 .00 .00
STRINGING SAG AT TEMP DEG F
INITIAL
RULING SPAN =340.0
TEMP F >
SPAN
270.0
280.0
290.0
300.0
310.0
320.0
330.0
340.0
350.0
360.0
370.0
380.0
390.0
400.0
410.0
-20.0.30.40.50.60.70.80.90.120.
1.30
1.40
1.50
1.60
1.71
1.82
1.94
2.06
2.18
2.31
2.44
2.57
2.71
2.85
2.99
1.44
1.55
1.66
1.78
1.90
2.02
2.15
2.28
2.42
2.56
2.70
2.85
3.00
3.16
3.32
1.79
1.92
2 .06
2.21
2.36
2.51
2.67
2.83
3.00
3 .18
3.36
3.54
3.73
3.92
4.12
1.69
1.82
1.95
2.09
2.23
2.38
2.53
2.68
2.84
3 .01
3.18
3.35
3.53
3.71
3.90
1.89
2 .03
2.18
2.33
2.49
2.65
2.82
2.99
3.17
3.36
3 .54
3.74
3.94
4 .14
4.35
1.99
2.14
2.30
2.46
2.63
2.80
2.98
3.16
3 .35
3 .54
3 .74
3.95
4.16
4 .37
4.60
2.10
2 .26
2.43
2 .60
2.77
2.95
3.14
3.33
3 .53
3 .74
3.95
4 .16
4 .39
4 .61
4.85
2.22
2 .38
2.56
2.74
2.92
3.11
3.31
3.51
3.72
3 .94
4.16
4.39
4 .62
4.86
5.11
2.33
2.51
2 .69
2 .88
3.08
3.28
3.48
3.70
3.92
4 .15
4.38
4.62
4.87
5.12
5.38
2.70
2 .90
3.11
3.33
3.56
3.79
4.03
4.28
4.53
4.79
5.07
5.34
5.63
5.92
6.22
TR-HLTR-HL
n
.
)¦
».
u
....(,«...
01-041-01
Transmission Design &Construction Manual
Application.The "TR-HL"structure is a 138
kV TRiangular configuration with polymer
"Hi-Lite"insulators.It is used for tangent con
struction where no angles are involved and
where a shield wire is not required.A similar
structure,the TR structure,is built using porce
lain insulators.However,the TR-HL structure is
preferred.See page 01-040-01 for the 138 kV TR
structure.
wfj (395-0926^)
"
(390-1403 Z~Nz
c
.2 213
3=
(Detail D(U Ia
^-(Detail A )
iO
OS
o
+-mO)
(390-1430 )0)2'-8"
I r-4°
j.mo :—(395-1075)
371-xxxx)
S!
o Oo
Ac •-<—See Note 1°fi»
Detail Bo
cc
12'-0"
min.
See Note 2
3
<T>"5
Notes:03 ©
8 TS 1.Design Reference.Use
the elevation of the bottom
3
>Detail C3&&bolt of the lowest insulator
—'mount as a conductor ref
erence point for calculating
vertical clearances.
oj =
CO s
MO.
E
VT TV^*7
2.Framing Reference.
Maintain a minimum of 12'
to the crossarm mounting
bolt of any distribution
underbuild.This dimen
sion is valid for spans of
300'or less.For longer
spans,consult with engi
neering.
-
V)©
WUJ
a
O
a*IDAHO
POWER 138 kV TR-HL Structure
01-041-02
Transmission Design &Construction Manual
2 t2(ra v
For hardware details and ECMS Codes see pages:
02-002-01 Grounding
08-200-01 Insulator Conductor Clamps
08-205-01 Clamp Top Adapter
to
08-300-01 Suspension Clamps
11-010-01 Armor Rod W
o
Q-
<5
E
o
Q.
>
Details-(See page 00-010-01 for an explanation of special drawing conventions used in the illustra
tions within this document.)
CO
CO
75
c
o
0)
3«J *Detail A ^(0
$
¦D
03
-C
[24"457-5065)'454-1 225 k„
(457-197l)~-
(457-2B45'K
457-3020
•acmax.m
w
457-5020)o
n
(360-01 35)-~JZ
452-55xx)
'454-1025)
o
£
co
0)
CO3
Detail A
Anti-Split Bolt Assembly
(TASB)
5o
(378-1475) V.JZ
1 (
X3
0)
C75(457-5080;c
(See page 02-002-02
for grounding details)
CO
.c
o
co
«
(452-1 7xx)©
DC
T 118"min.«3i5S
T3 O(457-5070 (371-1260)O O ffl
12"O O
lot3<AI
V 457-2855)18"
5 -C 10%of
^(454-1275)pole height
min.u:
457-1973
(374-2115;
(330-0310) —
+2'-0"
457-3030)
(454-IO75)
451-0425)lft
ca
Q
*V
K
Detail C
Pole Grounding
Detail B
Post Insulator Mount
(TI138HPD)1
I (
ofl
IDAHO
POWER LU
138 kV TR-HL Structure
01-041-03
Transmission Design &Construction Manual
J-
o
o
co
Bill of Materials3
W
oQ.Stock No Qty Description
<D
E (454-1275)>.31b330-0310
360-0135
371-1260
374-2115
378-1475
395-09xx
CND CU SLD SD BR 6
CND CW SLD 6
CN WLD 5/8 ROD-#6 CU
SLV CU TAP OFST 6-6
MLDG GRD PSTC 1X8 FT
CLP LP INS (size)
INS VERT CLP 138PLMR
INS HRZ 138 PLMRWD
ADPTR CLTV138KV INS
CLV Y BALL 52-3
ROD GRD CW 5/8 X 8 FT
BLT GALV DA 7!8X(long)
BLT GALV MCH 5/8X(long)
BLT GALV MCH 7l8X(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
CLIP BONDING 5/8 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
NAIL CW 10D
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
STAPLE MLD SQ BARBED
o /CL 71bjos {452-57xx)>
1CCO
CO
1
454-1075")%1
c 1o
<B
390-1403
390-1430
395-0926
1(457-1973)(0
3 2%-D
(390-1403 103
sz
"D 395-1075
451-0425
452-17xx
2c
<0 457-2855)
(457-3030)
Vy _ '330-0310)
1£
o
JO
JO 452-55xx
452-57xx
454-1025
o
.£
CO
2Insulatorassembly
reduced in size to
keep from hiding
other details
o 454-1075
454-1225
454-1250
6<D
U)13
3 2 374-21 15)o
8454-1275
457-1971
457-1973
1
2iO
O)c Q
rl
"o
..Q
O T5
«£
>o
££
457-2845
457-2850
457-2855
1
Detail D
Post Insulator Mount
2
10
(TI138VP)457-3020
457-3025
457-3030
1
1
6o
sl
si
lib457-5020
457-5065
457-5070
40BoltSchedulelib
457-5080 4QtyPerPoleClass
H2 HI 1 23
c\j =CO I
^£Stock No.Purpose
il 452-1724 PostMnt.
452-1726 PostMnt.
452-5512 Anti-split
452-5514 Anti-split
452-5716 Top Mnt.
452-5718 Top Mnt.
2 2 2
2 2
C
tn 1 1 1
tu
1 1
E 2 2 2
2 2
Si
i
o
•0
b>
¦8 POWER£
138 kV TR-HL Structure
TVS-HL
M •!
;
-/
(
¦»
1H-SAX
DETAIL A^>
V 195-1075
%"0 HOLE
O
I DETAIL B
00
i"71-1450>
o
10
o
I <
o
J £t-I—
390-143T>
PREDRILLED 15/6"0 HOLES TYPICAL
AT INSULATOR BASE.
LINE 433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
TVS—HL STRUCTURE
IDAHO POWER COMPANY
BOISE.IDAHO
SCALE NONE DATE-06-01-94 A
C
DS.TLP 23A-5031 3 *SHT.4DR.JLT
457-285CD?
Cj57-054i
(fP 457-3025^7
m
454-1060>
dpizl§
DETAIL A
SHIELD WIRE MOUNTING ASSEMBLY
d90H43!>
ESQ
O1-0"o
<^E^yy tbL_
<^7^30]§y N
452-57xx.
454-1075
DETAIL B
POST INSULATOR MOUNT
(TI138HP)
STOCK §DESCRIPTIONQUAN
CND.CW SLD 6360-0135 1 LB.
371-1260 CN WLD %ROD #6 CU.1
LINE 433CLPGRD%"8-1/0371-1276 2
CLP SUSP AL 1.0-1.47"371-1450 3 WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
TVS—HL STRUCTURE DETAILS
CLP SUSP GALV.0.4-0.7"371-1730 1
3 INS HRZ 138 PLMR WD390-1431
CLV BALL 52-3395-1075 3
ROD GRD CW %x 8 FT.451-0425 1
BLT GALV.MCH %x 18452-5718 2
BLT GALV.MCH %x 2452-5720 4
IDAHO POWER COMPANY
BOISE.IDAHO
WSHR CRVD 4x4x%2454-1060
WSHR CRVD 4x4 x 1^6454-1075 6
BRKT SHLDWIRE %x 16
NUT MF ¥IN.
457-0545 1 SCALE:NONE DATE:06-01-94
457-2850 1
DS.TLPNUTMF%IN.457-2855 6 23A-50313SHT.5DR.JLTMAGANODE17LB.479-1117 1
TA-HLTA-HL
.
)
01-062-01
Transmission Design &Construction Manual
Application.The Tangent Angle with poly-ture,the TAS-HL,includes provisions for a
shield wire.The TA is a comparable structure
using porcelain insulators.See page 01-060-01.
For new construction,the TA-HL and the
TAS-HL are preferred.
Detail A )
l ——¦-(Detail D )
mer 'Hi-Lite®'insulators or TA-HL structure is
used to turn small angles between 0°-15°.It is a
138 kV,vertical configuration,angle structure
built with polymer insulators.A similar struc-
f—3"(0
<5 i 6-±J
5"_
•O
£
r-6"o
xn.c !O '/•o
W 0°/(390-1 16o)
See note 3.
X
o
E
(371-xxxx)E
?
6'-0"•a
0
Q--{Detail C )O)(395-1075)c
CO
-C (457-2271I,Detail B )O
\C
.2
TO¦fc:O
J Notes:
1.Design Reference.Use the ele
vation of the bottom bolt of the
lowest insulator mount as a con
ductor reference point for calculat
ing 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,consultwith engineering.
-o
(390-1430)c
f
6'-0"457-2320)
^Hj365-0350)
OB
o
5
(371-0416)Z
\3'-0"c
2
£
£XE
1 See note 1 .cm ¦§
gl
O V,
12'-0"min.
to distribution
underbuild.
See note 2.
374-2115)
(457-2270)3.Construction Practice.Use a
guy strain insulator on structures
without shield wires.For proper
placement of the guy strain insula
tors,see figure 3 on page 04-600-04.
ro
^5
o 2?
LC
15°
-f tfi
p8
max
-1
\i
V¦V
Small Line Angles (Up to 15*)Guy Anchoring15io
•0
IDAHO
POWER&138 kV TA-HL Structure
01-062-02
Transmission Design &Construction Manual
f2(nj \
For hardware details and ECMS Codes see pages:
02-002-01 Grounding
04-100-01 Anchoring
04-510-01 Down Guy Assembly
3
04-600-01 Insulating Guys
08-200-01 Insulator Conductor Clamps
11-010-01 Armor Rods
%
o
Q.
s
E
2?
CL
>
Details.(See page 00-010-01 for an explanation of special drawing conventions used in the illustra
tions within this document.)
J*
CO
CO
1
c
o
Q)
_f~P"Detail A )nj
53N"O
CO
[(454-1225"
(457-1 971'
(457-2845'
-C24-457-5065)X!cmax.¦to
£
457-5020 o
n
452-55xx)
(454-1025)
(360-0135)'JZ
o
.£
CO(457-3020)P:
CD
Detail A
Anti-Split Bolt Assembly
(TASB)
3
(378-1475)—-,j=
CO £
B \
X)
o
(457-5080"o>
c(See page 02-002-02
for grounding details)£
o
5
'330-0310)(454-1275,
(457-1 973'
rc
18"min.452-57xx)¦§5I8
o(457-5070'(371-1260)J
Ni/
33 ^8 co
i 5
o 18"r-o"(374-2115'o 10%of min.Elpoleheight
+2'-0"
(390-1430)"^-(451-0425)(457-2855
(457-3030'454-1075 I E1 "N
&Detail C
Pole Grounding
Detail B
Post Insulator Mount ii
(TI138HP)
o LoQ
CT)IDAHO
PCWS?iS
138 kV TA-HL Structure
01-062-03
Transmission Design &Construction Manual
t
j Bill of MaterialD(0
.E
00
360-0135)
(457-2460)
o
Q.StockNo.Quantity Description(330-0310,©
E>>31b CNDCUSLDSD BR 6
CND CW SLD 6
WIRE GALV GUY 3/8EHS
CN PG 1 BOT 6-2/0
CN WLD 5/8 ROD-#6 CU
CLP SUSP (Type)(Size)
SLV CU TAP OFST 6-6
MLDG GRD PSTC 1X8 FT
INS GUY STR 30000 78
INS HRZ 138 PLMRWD
CLVY BALL 52-3
CLVTHMB BNK
ROD GRD CW 5/8 X 8 FT
BLT GALV MCH 7/8X(long)
BLT GALV MCH 3l4X(long)
WSHR CRVD 3X3 XI 1/16
WSHR CRVD 4X4 XI 5/16
WSHR CRVD 3X4X15/16
WSHRSPR 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 3/8
GRIP GUY AUT 3/8 LNG
GRIP GUY FMD 3/8 EHS
EYE POLE PLTHD
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
STAPLE MLD SQ BARBED
330-0310
360-0135
365-0350
o 452-56xx)Q.71b>(457-1972 501b
335-1560)
-{'457-2320)
CO
CO 371-0418
371-1260
371-xxxx
2O
i
3c\o (457-2B50)K^/
(457-3025)I
(454-1090)
©7374-2115
378-1475
390-1160
is
3 1¦a
2a
.c
^(374-2115)T3 390-1430
395-1075
395-1560
3c
CO 3w
2o
.0
c.451-0425
452-57xx
452-56xx
1DetailD
Pole Eye Assembly
(TPEA1)
u
=
CO
P:
454-1025
454-1075
454-1090
2©
610
3
43
o
-3-'454-1225
454-1275
457-1971
1F
Bolt Schedule 6
3 1©
O)
QtyPer Pole Class *c
457-1972
457-1973
457-2270
2CO
¦C Stock No.Purpose H2 HI 12 3
452-5512 Anti-split --
452-5514 Anti-split 1 1
452-5612 Pole Eye --
452-5614 Pole Eye t --
452-5714 Post Mnt --
452-5616 Pole Eye t 2 2 2 2 -
452-5716 Post Mnt.0(4)0(6)4(6)2(4)4(2)
452-5618 Pole Eye t 2 2---
O 5
1c111O
2.1457-2271
457-2320
457-2460
O
6c22222TJ"*
si
O T3
457-2845
457-2850
457-2855
1
0(2)0(4)4
3 10
o 457-3020
457-3025
457-3030
1CM35S2
o 2 5452-5718 Post Mnt 4(2)4(0)2(0)4(0)2(0)
452-5620 Post Mnt 2(0)2(0)---
E
lib457-5020
457-5065
457-5070
40
if *gain base (flat base)
t For bonding to the top bolt as shown,increase 1 bolt for
each pole eye by 2".
lib
457-5080 4
h
^i
w
&
o
•a
Q>
&138 kV TA-HL Structure
TAS-HL
¦
1H-SVX
'ETAIL
13/l5"0 HOLE
rO 165-0350^
o
C371-1730i
oo 4~57-227p>
<371-1450 ^5-1075^)o DETAIL Ep>i
CO
DEIMLC>
(
s=o ^
I <390-1431oCO
I
I
PREDRILLED %"«>HOLES
TYPICAL AT INSULATOR BASE
LINE 433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
TAS-HL STRUCTURE
IDAHO POWER COMPANY
BOISE,IDAHO
DATE:06-01-94SCALE-NONE
DS.TIP 23A-5031 3 £SHT.6DR.JLT
457-285CpC452-56H
395—1 8UpC395-1505
395-156tp
O
m,
457-232D>
Q71-1730
DETAIL A C§EB33>
SHIELD WIRE ATTACHMENT
O1-0"o
<357^3030
352^57xx>
DETAIL B
POST INSULATOR MOUNT
(TI138HP)DESCRIPTIONSTOCK#QUAN
CND.CW SLD 6360-0135 1 LB.
WIRE GALV.GUY %E.H.S.365-0350 50 LB.
CN WLD %ROD #6 CU.371-1260 1
371-1276 CLP GRD %x 8-1/02
CLP SUSP GALV.0.4-0.7"371-1730 1
INS GUY STR 30000 78390-1160 2
INS HRZ 138 PLMR WD390-1431 3
CLV BALL 52-3395-1075 3
SHKL AN %x 2 %395-1505 1
LINE 433CLVTHMBBNK395-1560
395-1810
2
LINK TWTD ANGLE %3 WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
TAS-HL STRUCTURE DETAILS
ROD GRD CW %x 8 FT.451-0425 1
BLT GALV.MCH %x 14452-5614 2
BLT GALV.MCH %x 18452-5718 2
BLT GALV.MCH %X 2452-5720 4
WSHR CRVD 4 x 4 x '%e454-1075 2
GRIP GUY AUT %1457-2270
IDAHO POWER COMPANY
BOISE.IDAHO
GRIP GUT AUT %LNG457-2271 1
GRIP GUY FMD %E.H.S457-2320 6
NUT MF %IN.457-2850 1 DATE*06-01-94SCALENONENUTMF%IN.457-2855 6 cDS.TIPMAGANODE17LB.SHT.7 23A-50313479-1117 1 DOR.JLT
C§EB3>
so
o1-0"o
095-181?
an:
O95-1560 g2^57xx>&
457-2520
DETAIL C
LOWER DOWN GUY ATTACHMENT
LINE 433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
TAS-HL STRUCTURE DETAILS
IDAHO POWER COMPANY
BOISE.IDAHO
DATE:06-01-94SCALE:NONE
DS.TIP 23A-50313SHT.8DR.JLT
CSCS
)
PETAIL p
m
4157-2320>ro
O <571-1730 165-0350^5i
oo
<195-1505 4~57-227~P
1
1
o
I
CO '<d,£Cdetail b
f
o <390-2550I
CO
PREDRILLED %"0 HOLES
TYPICAL AT 8 PLACES ~!457-2270^5
UO
LINE 433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
CS STRUCTURE
IDAHO POWER COMPANY
BOISE,IDAHO
DATE:06-01-94SCALE:NONE /
OS.HP 23A-5031 3 SSHT.9DR.JLT
452—56H>C457-502"5>\
C457-2855:
C395-1505
395-1560>
O
:3
i57-232Cj>C371-1730
C452-5612
ToQ-oodo>
DETAIL A
SHIELD WIRE ATTACHMENT g52-561^>
C457-302!
C457-2B50
i95-156(p>
Oco
c^oo-oooo 457-2320>
C357-302!
452-5616^)
DETAIL B
POLE EYE ASSEMBLY
stock #DESCRIPTIONQUAN
CND.CW SLD 6360-0135 1 LB.
WIRE GALV.GUY %E.H.S.100 LB.365-0350
CN WLD %ROD #6 CU.371-1260 1
CLP GRD%x 8-1/0371-1276 2
CLP SUSP GALV.0.4-0.7*371-1730 1
MLDG GRD PSTC 1 x 8 FT.378-1475 1
INS GUY STR 30000 78390-1160 4
INS SUSP 138KV STL 10K395-2550 3
SHKL AN %x 2 ¥395-1505 1
LINE 433CLVTHMBBNK395-1560 4
ROD GRD CW %x 8 FT.451-0425 1
BLT GALV.MCH %x 12 WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
CS STRUCTURE DETAILS
452-5612 1
BLT GALV.MCH %x 14452-5614 1
BLT GALV.MCH ¥x 16452-5616 3
BLT GALV.MCH %x 18452-5618 3
GRIP GUY AUT ¥2457-2270
GRIP GUT AUT %LNG2457-2271 IDAHO POKER COMPANY
BOISE.IDAHOGRIPGUYFMD%E.H.S
NUT MF 1 IN.
457-2320 12
457-2850 8
NUT GALV.PLAIN ¥IN.457-3025 4 DATE:06-01-94SCALE:NONE
STAPLE MLD SQ BARBED457-5080 4 DS.TLPMAGANODE17LB.23A-50313479-1117 SHT.10i
EYE POLE PLT HP DR.JLT700-0000 8
AHAH
.
O
1
¦V
*
)
¦
..
.
..¦*
\I
yj]PO JRS
Enpr.t Optf.Publish
Revision:New formal and illustrations.Changed Irom Hem to stock numbers.01/82 I 07/92
Flrsl Issued I Lull RevisedDesign
Oj
H
JO
~*TJ
m <
*BS
H
1
"*S 0 X
s .
H O PI
X)
¦z:3
•ij-
(P .2A.*-*
rn
X)?
tago
o
_nxW .I
<p
5
££f?
7
o
3.
a
«Q
to
fe
CD
W
8!0}rz>
1
ft]&
2J 800
?r rvjwK<O-J
>to
87E Ois?<3 *
6.cnS -J
£
-1
a
c
(0
01-074-02
Trammaxxi Owgn A Consvueaon Manual
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
08-150-01 Insulator Assembly
08-350-01 Conductor DE Clamps
Details.(See page 00-010-01 for an explanation ofspecial drawing conventions used in the illustra
tions within this document)
\3.J=pi—(4S4-YQ25)
(454-1 225;
(457-1971'
(457-2845*
[J 457-5065)24"
[pf
i
max.
452-55xx)
(454-1025)
457-5020)
(360-0135)
(457.3020)Xft
!7
-Detail A \
-Anti Split Bolt ¦Assembly-^
(TAGB)—
(See page
02-002-02(37B-1475)—|
for
<
grounding
details)(457-5080
5
r(330-0310)
m 452-56xx)18"min.
(457-1972)(t57-5Q7o)^^**iu,$£§2H,u (371-1 260)(395-1 S60)
(457-246o)r^
(457-2850)^
(457-3025)
M (457-2320)hvvf :
ts.ill
r :•
17*1
r-j xfe18"x -
hi!min.
10%of
pole height
+2'-0"E%m<3n^>
§mNwES s
£
•SI
(451-0425)
.Detail B
Pole Eye Assembly
(TPEA)
Detail C
Pole Grounding
EESIDAHO
fi^POWEf138kVahStructure
01-074-03
Transmission Design &Construction Manual
in
o>
CO
o~
CO
Bill ofMaterils Bolt Schedule
£
m
CO
QtyPer Pole Class
H2 HI 1 2 3
5 Stock No.Qty Descriptiono StockNo.Purpose
£
452-5512 Anti-split
452-5514 Anti-split
452-5612 Pole Eye
452-5614 Pole Eye
452-5616 Pole Eye
452-5618 Pole Eye
330-0310 lib
360-0135 7 lb
365-0350 751b
371-0418 Z
371-1260
374-2115
378-1475*1
390-1160 2
395-1560 2
451-0425 1
452-SSmt—
452-56xx 4
CNDCU SLDSDBR6
CND CW SLD 6
WIRE GALV GUY 3/8EHS
CNPG 1 BLT 6-2/0
CN WLD 5/8 ROD-#6 CU
SLV CU TAP OFST 6-6
MLDG GRD PSTC 1X8 FT
INS GUY STR 30000 78
CLVTHMB BNK
ROD GRD CW 5/8 X 8 FT
BLT GALV MG11 5/8X(hng)
BLT GALV MCH3/4X 14
WSIHICRVD 3X3X11/10
-WSIIR SPItl 1/16 HOLE
1 1 1C5
E 1 1w
a 2
S 4 4 8 12 10V)
1¦o
a 4 8 4TJ3¦o
4<
tri
•O
E
3
C
¦6
o
o
-2-E
454-1225 4
E
e
CLIP BONDING 3/4 IN
GRIP GUY AUT 3/8
^RBfaGUYAUT 3/0 LWO"
GRIP GUY FMD 3/8 EHS
EYE POLE PLTHD
NUT MF 5/8 IN
457-1972 2
457-2270 2
457-2274 =2
457-2320 G
457-2460 4
457-2045 1
¦o
CD
£6 *viore-
ao^TiTie^»
TH£-
^t(^f'ofc-TH6-
T°fZ.
E«0
5 o
*8 457-2850 4 NUT MF 3/4 IN
457-3020—1 mJT
457-3025 2 NUT GALV PLAIN 3/4
457-5020 1 lb
457-5065 40
457-5070 1 lb
457-5080*4
<b in
ZrL
c*
NAIL CW 10D
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
STAPLE MLD SQ BARBED
>toito
a *-
Y
(M -Esi
o a
*To be used when there is no distribution underbuild.m
1CM
S°S
o 2
c
Si!
co "5ccI
¦»£
bf
138 kV AH Structure
DS-2-HPDS-2-HP
)
-s **
iETAIL Q
g57-232QUD
b3Z38=
o |65-0350>i
C3S7--2265DO
g57-227Q
1
1
o
I X
\o&CO
TiU
o
I
CO
C39Q-2550
<DETAIL €>
457-2270^PREDRILLED %"0 HOLES
LLy
LINE 433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
D2S-HP STRUCTURE
58°40'
IDAHO POWER COMPANY
BOISE,IDAHO
DATE;07-07-94SCALE:NONE
DS.TIP 23A-50313 *SHT.18Oft.JLT
452-5514><457-3025^6
<457-285
3955W)7T"
|\VM
JL
oO
±s
3
457-232^
<457-226!
<452-5612
7CO-OOOCD
DETAIL A
SHIELD WIRE ATTACHMENT
352-56jT^
<457-302!
<457-2850
g95-156T>
h
CCO
<00-0000 457-2320
<457-302
452-5616^
DETAIL B
POLE EYE ASSEMBLY
DESCRIPTIONSTOCK#QUAN
360-0135 CND.CW SLD 61LB.
WIRE GALV.GUY %E.H.S.365-0350 100 LB.
CN WLD %ROD #6 CU.371-1260 1
CLP GRD %x 8-1/02371-1276
CLP SUSP GALV.0.4-0.7"1371-1730
MLDGGRO PSTC 1 x 8 FT.1378-1475
390-1160 INS GUY STR 30000 78•4
INS HORIZ..13BKV.POLMR STL3390-1431
INS SUSP 138KV STL 10K395-2550 3
SHKL AN %x 2 y395-1505 1 LINE 433
CLV THMB BNK395-1560 4
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
D2S-HP STRUCTURE
MATERIAL LIST
ROO GRD CW 96 x 6 FT.451-0425
452-5612
452-5614
1
BLT GALV.MCH %x 121
BLT GALV.MCH %x 14
BLT GALV.MCH y x 16
1
3452-5616
BLT GALV.MCH *x 18452-5618 3
GRIP GUT AUT fa LNG457-2265 1
GRIP GUY AUT %2457-2270
457-2271 GRIP CUT AUT %LNG IDAHO POWER COMPANY
BOISE,IDAHO
2
GRIP GUY FMD %E.H.S457-2320
457-2850
12
NUT MF %IN.8
DATE:07-07-94SCALE:NONENUTGALV.PLAIN %IN.
STAPLE MLD SO BARBED
457-3025 4
457-5080 4 cDSTIPASHT.19 23A—50313MAGANOOE17LB.479-1117 1 L
DR.JLTEYEPOLEPLTHO700-0000 8
G 14-D1G14-D1
)
.
¦»......
01-450-01
Transmission Design &Construction Manual
Application.is used as a 46 kV or a 69 kV,horizontal configu
ration structure,built with a 14-foot crossarm
and an X-brace.The structure is commonly used
in conjunction with a flying tap.
The GX-14D1 is an H-frame deadend structure
used to deadend line tension in one direction.It
(372-04XXV>fo
i.(Detail a)
tA(390-2534
V)
c
.S
Down
Guy
<3 Downi:Guy
=
-D
c
(0
6'-6"
I -—B
m
j
—A%1'-0"
;**-
3Dz
ac
oO
I ¥i tf:
—1 A.2
374-21 15)>
c
:
(390-1160)^|
4'-0" B1
(360-0135)!OJ *5
;f-i
o s M?!
457-1120){Jl:- (Detail B)ii
O
•1
5 s ffl
m
.''iiPt'.„ !%J. CDetail ?)
•!sits •
&c
4}'Mi-
v;§-. ^ (Detail C)
\I "?>
g
$LU
SB Yy1
*:*CO H
GC 4 "i *
jr«-vift*
n b-ȣ1 "*
I
i
PWVB*46 &69 kV GX-14D1 Structure
01-450-02
Transmission Design &Construction ManuaJ
(
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
08-1 50-01 Deadend Insulator Assembly
08-350-01 Conductor Clamps
10-050-01 Vibration Dampers
Details.(See page 00-010-01 for an explanation ofspecial drawing conventions used in the illustra
tions within this document.)
(411-165o)(395-1 sos)
MSI c(454-1225)
(457-1971)
(457-2845)
(457-3020)
€<=<8"3
(395-1775)
tm 390-2534'))452-55xx)
(454-1025)
v>Section A-A
Deadend Attachment
(Materials not labeled are supplied with the crossarm)
0
M'•r ~:ivd k_
w
=
Detail A
Anti-Split Bolt Assembly (TASB)
"D
C
sNut&Bolt
Assembly (452-57xx'
(454-1 275 U57-3030
(157-1973^457-2855
E
£
2
(360-0135)c
o
-
m(Detail A)
(3304)310)
(374-2115)-
(457-2460
(390-1160)-^
>
tr
T4"
T <M16"
aCl q0
m OUg—-—,
«
4"
Si
"8§CO5"Typ.3
S-i<T S oit
457-2850(457-2320)
(365-0350\
457-3025 Nut &Bolt
457-1972)Assembly
3
452-56xx
)457-2270)
J CODetailB-B
Crossarm Mount (TAG14)&Pole Eye Assembly (TPEA)
I
54S46&69 kV GX-14D1 Structure
01-450-03
Transmission Design &Construction Manual
i (Detail A )
ksH—.7"r ^^(360-0135)
s
(454-1250)
(457-197^)
(457-3025)^
(4S7-285dr
fe ^SS|L ^452-56xx)
Jf f§§|§'*--«s4-iMiaISi!
•rmax.i_
24 ^57-5065)
3!x'\457-5020)T3
O
¦,"2V e
vr'I>,[••—l_2~rlSi^r-0?7sgS.^,.^
"D
C
3
o 374-2115)CT)
o
IS£c
.3 *-(Ttl
O
<D
C
C
8 Detail B
Upper X-Brace Mount
(TXB6)
(378-1475)--,
"8
O)
c
CO
-C (457-5080a
<ri
c
O (See page 02-002-02
for grounding details.)73
J=
"D
C
COr f:73 18"min.E
o
(457-5070
SfelS1®fe S&fi£r
i (371-1260)a>
2
j*'c
°'I-!
»
10%of
pole height
+2'-0"
a:>18"
:MIN.(457-3025)-,
(457-2850)^
, <(454-1250)
li^EEE)
js tt5&M3E
^Spio
CN 3
§5
©s
•!
j&'^{454.10«)^~^-(451-0425)iWFa
:¦¦>is £co!fc;®5
O S
E
If Detail C
Lower X-Brace Mount
Detail D
Pole Grounding
(TXB6)
a.
£
co Jtr§-»if
^raHa 46 &69 kV GX-14D1 Structure
01-450-04
Transmission Design &Construction Manual
f
Bill of Materials Bolt Schedule
Qty Per PoleClass
H2 HI 1 2 3StockNoQtyDescriptionStockNo.Purpose
452-5512 Anti-split
452-5514 Anti-split
452-5616 Pole eye1
452-5618 Pole eye'
452-5620 Pole eye'
452-5714 Crossarm
452-5716 Crossarm
452-5718 Crossarm
31b CND CU SLD SD BR 6
CND CW SLD 6
WIRE GALV GUY 3/8EHS
CN WLD 5/8 ROD-#6 CU
DE BLTD AL (size)
SLV CU TAP OFST 6-6
INS GUY STR 30000 78
INS SUSP 69KV WD 10K
SHKL AN 5/8x2.75 30K
XARM ASSY DE 4X10X14
ROD GRDCW 5/8X8 FT
BLT GALV MCH 5l8X(bng)
BLT GALV MCH 3/4X/Iong)
BLT GALV MCH 7/8XfIong)
WSHR CRVD 3X3 XI 1/16
WSHRCRVD 4X4X13/16
WSHR SPR 11/16 HOLE
WSHR SPR 13/16 HOLE
WSHR SPR 15/16 HOLE
BRC X 2BY3 &6-6 PS
CLIP BONDING 5/8 IN
CLIP BONDING 3/4 IN
CLIP BONDING 7/8 IN
GRIP GUY AUT 3/8
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
NAILCW10D
CLIP GRD WIRE #6 CU
STAPLE FENCE 1 1/2
330-0310
360-0135
365-0350
371-1260
372-04xx
374-2115
390-1160
390-2534
395-1505
411-1650
451-0425
452-55xx
452-56xx
452-57xx
454-1025
454-1060
454-1225
454-1250
454-1275
457-1120
457-1971
457-1972
457-1973
457-2270
2 2 2
131b 2 2
501b
4 8 8
1 44 4
3 4 4
8
42443
4 43
1 Or cross brace1
2
4
4
2
4
4 %a1stE2o
2 a>
Z2
2 c
£
457-2320
457-2460
457-2845
2 >
4 c
2 "8
¦5 CM
a.oa
5 O
457-2850
457-2855
457-3020
457-3025
457-3030
457-5020
4
4
2
"8§to73UJ
S 5°
—2
c o2lbc
457-5065 90
457-5070 1 lb
s
I2'
t(%
46 &69 kV GX-14D1 Structure
AHXSAHXS
%
¦
)
¦
—-,...—
45°
I
</*J
EAST SHIELD
WIRE CONTINUESSTRUCTURE#516
16-6"POLE SPACING
WEST SHIELD
WIRE TERMINATES
EAST SHIELD
WIRE CONTINUES
&t
W fs.
WEST SHIELD
WIRE TERMINATESSTRUCTURE#498
13-6"POLE SPACING NOTE:
ALL SHIELD WIRE DOWN GUYS
@ 2:1 (VERT.:HORIZ.)SLOPE
UNLESS NOTED OTHERWISE.
4
CONDUCTOR
JUMPER BELOW
LINE 433
WOOD RIVER -KETCHUM
138KV
SHIELD WIRE AND SHIELD
WIRE DOWN GUYS SCHEMATIC
IDAHO POWER COMPANY
BOISE.IDAHO
SCALE:1"=20*DATE:07-08-94
DS.TLP SHT.20 23A-50313DR.JLT
2.3'23'Z5"
II'II"
/
e ]
ii"
if w 23'23*^2.3"
i
&>HEAD GUY AND SHIELD WIRE DETAIL SEE SHT.23
6-0"
CROSS ARM SEE DETAILS ON SHT.01-510-02
n'-G"
c-Z ZZ i
n
H,„5"-0"—|—b'-o"—-I-—5-0 I i
L.J
X(V ,SEE DETAIL DSEEDETAILE5 LOOKING SOUTH
FOR STR.498
INSTALL WEST
JUMPER AS SHOWN
BY DASHED LINES
NOTE SHT.20 FOR
DOWN GUY SLOPE
3-6."
I
X-BRACE SEE
DETAILS F,G,&H
STR.498 POLE SPACING =13'-6"
STR.516 POLE SPACING =16-6"
STR.498 POLE SPACING =13'-6"
STR.516 POLE SPACING =16-6"
+
LoUqJI<>
LINE 433
WOOD RIVER -KETCHUM 138KV
RELOCATION AT VALLEY
CLUB GOLF COURSE
AHXS STRUCTURE
i
®f 10%OF
:POLE HEIGHT I
+2 '-0"IDAHO POWER CO.
BOISE.IDAHO
I I
I I
I DATESCALE
T J2EL SHT.22 23A-50313TR.
I
52>is:I57i us iOZy (T53 1
j)IP)¦Sf
3 /
Sb\&
3035.
I (
>720 1511
in&
(
IGOI>A03
>067 j57cS15311531
4-Way Pole Band
Cdown guys)1 1
1 1 I »
1 1
FOUR -WAY POLEBAMD ASSMBY;
(SHIELD WIRE)¦
LINE 433
WOOD RIVER -KETCHUM 138KV
RELOCATION AT VALLEY
CLUB GOLF COURSE
AHXS HEAD GUY
ITEM QUAN DESCRIPTION
1531 _4 POIF RAMP .4-HAV.71"-17".filfl H
10PR LINKS,CONNECTING,FOR 4-WAY POLE BAND1576
POLE BAUD GND CLIP.1/2"
SHEAVE ROLLER.3/4"
DEADEND GUY GRIP.3/8"EHS
DEAD END GUY AUTO.SHT.3/8"
159?4
I 1601 10
3073 5.
IDAHO POWER CO.
BOISE.IDAHO
3035 5
BOLT,MACHINE.3/4"X 3"
NUT LOCK 3/4"
4087 10
4409 10 SCALE NONE DATE 11-13-86
100LB!HIRE .3/8"EHS.GALV.STEEL5316
OfLOHSHIELDHIREDEADEND.AUTO SHT 3/8"6812 4 SHT.23 23A-50313APRDEW
01-510-02
Transmission Design &Construction Manual
(
Details.(See page 00-010-01 for an explanation of special drawing conventions used in the illustra
tions within this document.)
(452-57x0
(453-57x0
(454-1075
(454-1025\
(452-55xxX^
Anti-split bolt ^
(454-1075'
(454-1225)
/457-3020)
y*~^457-2B4S)
(457-1971)
?
I }(454-1525)^
(457-1973}-"
(457-2855
(454-1*525)^^
(457-1973)—'
(457-2355
<454-1275)
457-3030)
--(454-1275)
457-3030)
£I
6"'
i(4 1 2-3QQo)-1 i*»i 4"
JO '
1 '330-03io)NiV (330-0310)(374-21 is'c
i
Center Pole Outside Poles
*
f
a457-3025)
^-(454-1425)
(454-1200)
(457-1970)-^
(457-2840(
(457-2850'
(454-1250)—-uwat£O*,^("52-5406)
8 -
I
(454-1325)(457-3018'*.:r
_g>
—(45*2-2714)s
aCrossarmAnti-split Bolt
£
Detail A
Crossarm Mounting
(TTAHX16)
(or TTAHX25)
A
«CO
3 cc
Hanging Bolt Assembly £
i (
69 &138 kV AHXS Structure
01-510-03
Transmission Design &Construction Manual
457-3025)
^-—(454-1425)
(457-2850'
(454-1250)—-(454-1225)
(457-197?
(457-2845
(457-3020'
|3"
452-55xx)
(454-1025)—(452-2712)
1
s \Detail B
Anti-split Bolt Assembly
(TASB)
X
(390-25xxX^ft>£C£LAtt\J
{0,ei_LS
(457-2850)
(457-1972k^y^MOTU9>£
¦feALL^^OKef
Itsl^UUAT^'5
(kJ^T^AO <?lr
f^uVnef ^
457-3025)
<(454-1425)X(454-1250
(330-0310(
Xr—6 6"--
^5^"(452-2714 '(Side View
371-1xxx)Detail C
Crossarm Anti-split Bolt Bonding
c
Detail D
Suspension Insulator Bolt Attachment Assy
(Hanging bolt and hardware included in TTAHX16 or TTAHX25.)
°
>
DC
3
5
(371-0418\\(395-16xx)(390-25xx)(3 72-04xx)5 I..
\^I31
O)2
°53p^i2
™S O,
iZ
c
in Pi3
3D2
S
to «
*i
Detail E
Conductor Mount Assembly
s
«*«a
%69 &138 kV AHXS Structure
01-510-04
Transmission Design &Construction Manual
(
noIlGil(fer.\
,-J
(Detail H
457-1220)
*,
O
-.
¦>
(Detail G
ro (
Detail F
X-Brace Assembly
25'Pole Spacing (TXB25)c16'6"Pole Spacing (TXB16)°
£
>
oc
(457-1973)
'/457-3030)
¦s
e(457-2855)«
457-1220)JO
®q(1q i~iiiiiiO «§
15
(454-1275(rL LL
(330-03 10(
f\^(452-57xx)
\454-1060)
(457-2855)^|L &
15(374-2115(457-3030)Q
Detail H
X-Brace Grounding Detail
Detail G
X-Brace Mounting to Outside Poles
:§co
f *
I r
S^UDAHO
S^POMER
c-s-)
UJ
69 &138 kV AHXS Structure
01-510-05
Transmission Design &Construction Manual
'374-2115)!fi-r--•(371-0418 ¦x?/'
r
O*.-¦••
,0>e -c -
1 -fa(457-2460'
(457-2850)—.
T
Q'.*<
r I
5"
(395-1560)*^4 \C==^|>'\A
I
'oh -"457-2320)
S ::r:-.)—
\f|At '
'"'fl >
¦¦¦¦]¦(330-031 0)>[.
(390-25)tx)(j&l-ZbZSy
(457-1972)
365-035p)
(452-56xx)v ,
hi -ssr -
-.-
H -*.-¦k_
¦h
38 vtffefi
.•¦(v
:2<k -
¦'t ^I ill
-U'
'
Si M
(360-0135'
c
°
>
(T
•s
457-2270)ffl
CM 3CT>£
ul
Detail J
Conductor Eye Assembly
Down Guy (TDG38)
Pole Eye (TPEA)
k
Ul
CO 2
^I
s.
>2\
1 s.[IDAHO
POWSZ£69 &138 kV AHXS Structure
01-510-06
Transmission Design &Construction Manual
Detain^)
E
395-1560 )t -rUf.:33".'v*6"
^HT."2-3
T"
*,-\o\¦{"4^320")
(371-0418
\.v 5"
\'.V-
)O 365-0350
ad See note 3.457-2272 )E
\(365-0350)
-5 171-041 E
¦:;&iyi*•V
r-^
.
(390-1160)
(
(457-2270
Detail K
Static Wire Assembly
(TSWDDE)
(TPEA)
(TDG38)
c
O
J2
s£E
¦S
Bolt Schedule
»^0
1 CMQtyPerPoleClassQtyPerPoleClass
w>r-
Stock No.Purpose H2 HI Stock No.Purpose H2 HI123 2 31
452-5512 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-Brace1
il333452-5716 X-Brace'
452-5718 X-Brace'
452-5718 Crossarm
--2 2 3
2 2 3 3 1
--3 3 3
3 3
to T
8 12
w-8 8 12 12 8
4 12 8 --
452-5720 X-Brace'
452-5720 Crossarm
452-5722 X-Brace'
3 3 1
3 3 -
1 1 -
1
8
2
=£¦o cr'Double the number ofbolts for pole spacings of25'-0".1 Double the number of bolts for pole spacings of 25'-0".
£">
U
IS
69 &138 kV AHXS Structure
L«01-510-07
Transmission Design &Construction Manual
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
CLVTHMB BNK
EYE OVAL BALL (class)
LUMBER ALL SIZES
ROD GRD CW 5/8x8 FT
BLT SHDR EYE 3/4X12
BLT GALV MCH 1/2x6
BLT GALV MCH 5/8X
BLT GALV MCH 3/4X
BLT GALV MCH 7/8X
WSHR CRVD 3X3X11/16
WSHRCRVD 4X4X13/16
WSHR CRVD 4X4 X15/16
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 GUYAUT 3/8
GRIP SW DE GUY AUT 3/8
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 6
374-2115 23
390-1160 4
390-25xx 6
395-1505 3
395-1560 10
395-16xx 6
412-3000
451-0425 3
452-2714 17
452-5406 1
452-55xx 3
452-56xx 26
452-57xx 3
454-1025 6
454-1060 4
454-1075 3
454-1200 1
454-1225 3
454-1250 3
454-1275 9
454-1325 2
454-1425 3
454-1525 3
457-1220 2
457-1970 1
457-1971 3
457-1972 10
457-1973 3
457-2270 10
457-2272 4
457-2320 18
457-2460 20
457-2840 1
457-2845 3
457-2850 23
457-2855 9
457-3018 2
457-3020 3
457-3025 33
457-3030 15
457-5020 3 lb
457-5060 105
[457-5065)24"
max.%/
457-5020)
¦
(360-0135) *
(378-1475)—.
(See page 02-002-02
for grounding details.)
1"1
18"min.
i
(457-5070'1
'371-1260)
ir ¦:
'-1
:t \
:18"
'I min.10%of
pole height
+2'-0"
\
:13
c m *^^(4S1-0425)°
«I
hi
>
B
s3"8
*5
Detail L
Pole Grounding.3
C\J =
CT>S
5 1 Bill of Materials
i£
Stock No Qty Description
101b CNDCUSLDSDBR6
181b CNDCWSLD6
200 lb WIRE GALV GUY 3/8EHS
330-0310
360-0135
365-0350
&
01
£CN PG 1 BLT 6-2/0
CNWLD 5/8 ROD-#6 CU
CLP SUSP AL (size)
371-0418 10
371-1260 3
371-lxxx 3tofj
^I
£
!O
Z «0
^-
69 &138 kV AHXS Structure
FLYING TAPFLYINGTAP
.
*.
)
,.,.—.—.-.»
C37T^UgJ)
.Q73-030Q>
jVA
3 LINE 433S3OOeszl1^1
si
395-1775>
J7T^0428>>
g72^0450>>
s\
\
v
jTo-0350)NK
X
FLYING TAP TO TEMPORARY LINE
SAME CONFIGURATION AS ABOVE.
LINE 433
WOOD RIVER-KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
FLYING TAP
STOCK NO.QUAN DESCRIPTION
311-0350 50 LB.CND AAAC 246.9 ALLIANCE
CN PG 2 BLT 3/0-336371-0428 12
IDAHO POWER COMPANY
BOISE.IDAHO
371-1425 6 CLP SUSP AL 0.70-1.17
DE BLTD AL 1/0-4/0372-0450 6
SCALE:NONE DATE:05-27-94RODARMORAL4/0 AL373-0300 6
ADS.TIPCHAINLINK5/8"x 3-1/4"395-1775 6 23A-50313 aSHT.1DR.JLT D
MISC DWGSMISCDWGS
)
Z
rro
o
GROUND
LINE
,x o
l
L V
GROUND LINE
COLLAR —'
o
I
%"DIA.ROUND STEEL
ROD FOR ANODE
CONNECTION.
NOTE:PROTECT ROD FROM
EPOXY COATING.
rro
2
2 NOTE:USE 2 CLAMPS FOR
ANODE CONNECTION.
STOCK #371—1276
CN
#10 WIRE-L
o z
o 2UJm
m GND.2
RODUJ
o
IDCOCNI
1 8",
5'—0"8"MIN.
MIN.LINE 433
WOOD RIVER -KETCHUM
RELOCATION AT VALLEY
CLUB GOLF COURSE
POLE GROUNDING
IDAHO POWER COMPANY
BOISE.IDAHO
SCALE:NONE DATE:06-07-94 A
C
OS.TIP A
23A-5031 3SHT.11 D
OR.XT
04-100-01
Transmission Design &Construction Manual
Disk Anchors
isk anchors are installed when it is
impractical to install screw type or rock
type anchors.When disk anchor systems
are used,install the 19"anchors for the shield-
wire downguys and the 23"anchors for the
phase conductor downguys.
D
O
JZ
Installation Disk Anchor
The Anchor Hole"D
Machine bore or hand dig the anchor holes.
Avoid making the holes too large in diameter.
In soils where digging conditions unavoidably
result in caving,a larger size anchor should be
substituted.
E
cr
crj
O
ai=
1
¦o
"=The anchor hole should be dug vertically;the
rod is trenched into position.
It is strongly recommended that a quantity of
crushed or three inch maximum rock be tamped
directly on the disk anchor before the remainder
of the backfill is added.Upon application of the
load,the disk acts as a wedge,forcing the small
rocks upward and outward into the sides of
undisturbed earth.
The rod trench also should be filled and tamped
in order to keep out surface water.C
£
Work carefully to avoid damage to the protective
copper plating on the copper-bonded anchor
rod.
5
Z
c
°
The Anchor Eye Nut
3 Ensure that the bottom of the anchor eye nut
extends no more than 6"out of the ground.
Under no circumstances shall the eye of the
anchor be covered.
CO -§
O)Q>
O to Add backfill in small quantities and tamp thor-m
oughly.3cn=
ss 3 The Anchor Rod Trenchos
LL
Dig the trench for the anchor rod so that the rod
will be straight and in line with the final guy ten
sion.itrl
Keep the trench narrow,using a narrow tool
such as a digging bar.Avoid the use of mechani
cal digger or wide shovels.Disturbed earth
ahead of the anchor seriously reduces the hold
ing power of the anchor.
K-
^1
I
IDAHO
POWER£Disk Anchors
04-100-02
Transmission Design &Construction Manual
(
/V
><bEyeNut\N
J*)
(451 -Q460jK^
or
(451-0560)(450-021 0)
or
(450-0310)
Anchor Rod
W
<D
-Q
E
2
o
O
¦D
2
o
-C
oPlasticInsulatingWasher
^Washer
Steel Cap Nut
Anchor Disk c
CO
o
o
0)
-O
3
H
a ("O VExtensionCoupler
0)
o
CD
o
o
c
O
©
£E
I 2:23 Inch Tubeco Disk Anchor19InchTubecoDiskAnchor £S
8 o
5ECMS
Stock No.Code Description
450-(10 TTAN23 AN DISK 23 IN TUBECO
451-0560
451-0571
451-0576
ECMS
Stock No.Code "83 CO
8 5
2 O
Description
450-0210 TTAN19 AN DISK 19 IN TUBECO
451-0460
451-0570
451-0575
ROD AN 3/4X9 TUBECO
EXT 3/4 ROD TUBECO
CPLG 3/4 ROD TUBECO
ROD AN 1X10 TUBECO
EXT 1 IN ROD TUBECO
CPLG 1 IN ROD TUBECO
Cl
1/
K
is
n
!C
IDAHO£9POWER LU
Disk Anchors
04-501-01
Transmission Design &Construction Manual
{
Guying Assembly
For Use With Pole Eyes
W .
k?/—(371^4>kJIP
wlm
/-ill 6"Minimum
See Note 3
o
-f:U57-23x0)CO
C/D
:~lwnJ See Note 2
%
5
CO
.2 ¦»w -f
it1*
390-1 160)ir •-
OT
K '•-"
jit •••--*.
"D
C '457-23xo)1
K •*-o
'365-0x50)J J.V (4S7-227x)-^2
'
§v :4
¦-•
c
O
£>
t'.ia
CM S
o «
1
S ss£
o e Assembly Codes Notes
iZ
1.See section 04-600 for use ofguy strain insula
tors in isolating anchors,reducing NESC
clearances by up to 25%,or as required by the
NESC to isolate broken guy wires from lower
energized conductors.
2.When a guy strain insulator is connected
directly to the pole eye,a thimble clevis is not
required.
Description ECMS Code 1
Down Guy Assembly TDG12,TDG12L
TDG38,TDG38L
Guy Strain Insulator Assy TGS72,TGS73a
lS
1 For a complete listing ofitems by stock no.,seepage 2.
Ui H
CC 5"9 S.
&Q\
Si S5SIDAHOB^POWB
ss s
UJ
Pole Eye Guying Assembly
04-501-02
Transmission Design &Construction Manual
(3.Maintain a minimum distance of 6'.If the dis
tance will be less than 6',use an additional guy
strain insulator in place of the guy wire.
4.See page 04-500-01 for information concern
ing pole eyes with their associated ECMS
material lists.
5.Do not exceed the buckling strength of the
pole when using down guys.Maximum hori
zontal tension,with a 1:1 slope,is limited to
5,900 lbs with 'A EHS guy wire or 7,000 lbs
with 'A EHS guy wire.
6.If the down guy must be installed with other
than a 1:1 ratio,notify T &D Design.
Detailed Assembly Listing for Pole Eye
o
Stock No Qty Description
9
C/3TDG12(1/2"Guy Assembly-Standard Bale)
365-0550 45 lb
371-0423 1
457-2275 1
457-2340 1
ai
a)WIRE GALV GUY 1/2 EHS
CN PG 1 BLT397 &2/0
GRIP GUY AUT 1/2
GRIP GUYFMD 1/2 EHS
5
ai
c
.2
15
i:
TDG 12L (1/2"GuyAssembly-Long Bale)
365-0550 45 lb
371-0423 1
457-2276 1
457-2340 1
"OWIREGALVGUY1/2 EHS
CN PG 1 BLT 397 &2/0
GRIP GUY AUT 1/2 LNG
GRIP GUY FMD 1/2 EHS
c
IS t
I <
o
3
CDTDG38(3/8"GuyAssembly-Standard Bale)
365-0350 251b WIRE GALV GUY 3/8 EHS
371-0418 1 CNPG 1 BLT 6-2/0
457-2270 1 GRIP GUY AUT 3/8
457-2320 1 GRIP GUY FMD 3/8 EHS
z
c
°
.52
%
DC
*
¦g CVi
TDG38L (3/8"GuyAssembly-Long Bale)
365-0350 25 lb
371-0418 1
457-2270 1
457-2320 1
3.§
tn t—WIRE GALV GUY 3/8 EHS
CNPG 1 BLT 6-2/0
GRIP GUY AUT 3/8 LNG
GRIP GUY FMD 3/8 EHS
TO
1*D N
S 5°
-!5«"O
i£TGS72 (GUY INS 7FT FOR 1/2)
390-1160 1
457-2340 2
INS GUY STR 30000 78
GRIP GUY FMD 1/2 EHS 11
TGS73 (GUY INS 7FT FOR 3/8)
390-1160 1
457-2320 2
k.INS GUY STR 30000 78
GRIP GUY FMD 3/8 EHS
H cn
I*
mm £
Pole Eye Guying Assembly
05-200-01
Transmission Design &Construction Manuai
Guy Brace Assembly
(454-1275)(4S4-108fl)fr
(452-57XX
(395-1810)-
H /(457-1973)
>57-2855)
457-3030)
§1(457-2272>-^
K§
(355-0350'(454-1275)
j (457-1973)
457-2855)
(454-1088)p,
(452-57xxX \
(395-1810)—^
AMl...'¦
(395-1560'
(457-3030)
457-2320)
(457-3030)
CO
(457-2855)(454-130^^?06)
--L--
o
«•».
4=.<¦-•:.1
^-4?—*.
=
TJ
(457-2272):«t
E
o
S
Z
Application Guy Brace Assembly Material Listc
°
£>
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 of spacer fitting.
Stock No Qty Short DescriptionK
41b 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
WSHRSQ BVLD 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
365-0350
395-1560
395-1810
452-5706
452-57xx
454-1088
454-1275
454-1300
457-1973
457-2272
457-2320
457-2855
457-3030
SJ§5 2
23
11
51ia
i
2
lZ 1
2
?i i
i
i
2
3
co «j
£E ?
£
i
IDAHOIPOWER Guy Brace Assembly __
08-150-04
Transmission Design &Construction Manual
(Single Polymer Insulator String Deadend Assembly
with a Bolted Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
(395-1 6xx)
\*0=>=>=>=>=>=>=>=>=c=®Ci
\(372-048xy^*(390-25xx)
(/)
1jX371-04xx).S
o i=
o
"O
5 (
E
o
5
Z
c
OBillofMaterials.2
3
oe
Stock No.Qty Description J
to371-04xx 1 2 ea CN PG (Qty)BLT (Size)
372-048x 2 1 ea DE BLTD AL (Size)
390-25xx x ea 3 INS SUSP (kV)(Po!e)10K
395-16xx 4 1 ea SCKT EYE HL (Size)
I s
s ojo
"S3 CVi3CM
a s°
—inSee08-200-06
2 See 08-200-03
'See 06-010-04
4 See Materials Manual,395-1626
2 o
il
©
?
ft
J CO
f *
54-iTSingleInsulatorStringDeadendAssemblies
11-010-01
Transmission Design &Construction Manual
Armor Rods
General Table 1 illustrates the correct armor rod to be
used on overhead shield wires.
Armor rods are intended to protect conductors
against bending,compression,abrasion,and
arc-over,and to provide repair.The degree of
protection needed on a specific line depends
upon a number of factors such as line design,
temperature tension,and vibration.
Table 1
Overhead Shield Wire Armor
O.D.
PLP with IPCo
Armor Stock
Rod No.
Shield Cat.
Wire No.
ECMS
CodeTypicalApplicationsX
©
5/16hs
5/16ehs
%EHS
\EHS
C
8 AR-1128
AR-1128
AR-1130
AR-1136
.512 373-1045 TRD516
.512 373-1045 TRD516
.560 373-1060 TRD38
.776 373-1062
"8
o>
1°
.o
<
</>
c
Table 2 illustrates the correct armor rod to be
used on aluminum and ACSR conductors.
.Q Zl
75
Z>>V)
si
Table 2
Aluminum and ACSR Conductor Armor Rods
TJ c.c
(.«
(0
M—I |*jE
o O.D.r 332 PLP with IPCo
Cat.Armor Stock ECMS
No.Rod No.Code
5
<D
z
Cond.c
°
»
AR-0114 0588
AR-0120 0.781
AR-0120 0.781
>373-0150
373-0250 TRD20
373-0250 TRD20
Ames
Anaheim
Quail
Alliance
Penguin
3
C\l "5
AR-0124 0.927 373-0300 TRD246
AR-0124 0.927 373-0300 TRD246
AR-0132 1.283 373-0375 TRD397
AR-0139 1.656 373-0500 TRD715
AR-0139 1.671 373-0500 TRD715
AR-0138 1.646 373-0490 TRD795A
IbisculStiltCD3
Sio 5 Starling
Arbutus
E Armor rods are used on polymer and porcelain
insulators with clamp top conductor fittings,as
shown in the above illustrations,for conductor
sizes of 954 kemil or less.Armor rods are used
on all new single pole construction whether the
conductor fitting is a trunnion clamp or a sus
pension shoe.All installations require armor rod
or vibration dampers or a combination of both
based upon an analysis by the design engineer.
Tem AR-0140 1.683 373-0500 TRD715
AR-0141 1.728 373-0510
AR-0143 1.816 373-0540
Drake
Cardinal&
w
For additional information showing the manu
facturer's recommended installation methods,
see the Preformed Line Products (PLP)catalog.
LJJ
to .¦§cc I
I
I
mO
UJ
Armor Rods -
11-010-02
Transmission Design &Construction Manual
(Installation Instructions-General Notes
1.Armor rods are precision devices.To insure a
tight assembly,they should be stored and han
dled carefully.
2.Apply no more than one-half the number of
rods per set at a time on smaller sizes.On con
ductors 4/0 and larger,do not attempt to apply
more than 4 rods at a time.
3.Damaged conductor can result from the
application oftoo many rods at one time.
4.Distorting the rods during application will
result in an assembly which is loose on the con
ductor.Under certain vibratory conditions,this
would cause severe abrasion to the conductor
and the armor rods.
X
a>
C
8
"8
cn
S
-O
<
CO
5.The alignment of the ends of the rods should
be maintained within 2 inches.
.2
¦Stn
=6.The center of the armor rods should not be
offset more than one pitch length (see illustra
tion)from the center ofthe support point
¦o
03 f
iv
o
5
2Size,color code,
&center mark
One pitch
length e
°
«
cr
5 C\J
a.S
U5
a
"83 CMMCO7.Center marking the conductor should be done
with a felt marking pen or lumber crayon.Do
not scratch the conductor.
M 00
£cvl
2 O
il
8.Armor rods are not to be reused.S.•3
a,\
ii co
I *
K
&
Armor Rods
390-2540
372-0575
L 3o?
xr
LINE 433
WOOD RIVER -KETCHUM
RELOCATION @ VALLEY CLUB
GOLF COURSE
CUT-IN INSULATORS
IDAHO POWER CO.
BOISE.IDAHO
SCALE DATE
OR
APR
ROWROW
'¦
*
*•
)
o /;
<:
09/01/95 FRI 09:00 FAS 208 388 6906 @001IDAHOPOWERCHQA5
F,1FAXNO.2087885702VALLEYCLUB(CONSTR.)AUG"3f-95.THU 2:06 PM
VALLEY RANCH,INC
Construction Office
P.O.Box 1302 Sun Valley,ID 83353
971 Buttercup Road Hailey,ID 83333
FAX COVER PAGE
"Tt/yw~-PI
Fas Number ^
From :To:
Company ;VRJ,Construction Office
For Information Caii;203-738-5400lima*
Subject .^
3 :li
Fax Number ;203-733-5702
f Jbtm*r C<iM *kE-4*-
lA)i kju*,.an >y5K-T h
[a-Dw-'
)Cdvffr paaiQ by EeJrina
N
09/01/95 FRI 09:00 FAX [phone] IDAHO POWER CHQA5 @1002
AUG-31-95 THU 3:06 PM
P.2VALLEYCLUB(CONSTR.)PAX NO.2087835702
•,r—v
Michael M.Jacobs
Agent,Jtight-of-Wayioahopowercompany
RO BOX 70
BOISE,IDAHO 83707
July 1 1,1995
Mr.Dave Fowler
Valley Ranch GolfCourse
971 Buttercup Road
Hailey,Id.02222
Re.Revised Easement
Dear Mr.Fowler,
Enclosed is the revised easement for the permanent 13SKV transmission line.The
change in the legal description 'effects the modifications made on the North end ofthe
project.Please rcvi-w,have the authorized individual(s)sign and return to me.Ail
signatures must be notarized,
The easement for the old permanent ike has already been relinquished.The
easements for the original new line location mid the temporary line location will be
released upon receipt ofthe enclosed new o&serwsnt.I will send eopieS of all forms to you
once they have been recorded.
If you have any questions please call me at 208/388-2923.Thank you for your
attention irt this matter
Very Truly Yours,
Michael M.Jacobs
cc,Tim Phillips
-
vrauchea2
Telephone (20$)388-2923
Fa*(208)3S8-6926
RIGIIT-OF-WAY
NOTICE FOR INITIAL PROJECT ACTION
To:Bob Taylor
From:Tim Phillips
Date:2-16-94 ROW Job No.:
Project Title:Wood River -Ketchum Line 433 Relocation @ Valley Ranch Golf Course
Budget Item:94-33-040
W.O./P.O.#:96-999-100
General Description of Project:Relocate approximately 1.4 miles of two pole H-Frame
138kV transmission line.AH but the last 25 feet of the relocation is on the developer's
property.The last structure is on BLM lands.AH expenses of the project will be paid bv
the developer.The relocation begins approximately 1.0 miles north of Wood River
Substation.
Significant Changes (Include type of construction,material,design,visual changes,etc.):
New line will be constructed the same.
Permits Necessary:Yes.BLM at the north end of the line relocation.
Engineer Assigned:Tim Phillips
ROW Agent Assigned:
Project in Service Date:10-1-94
ROW Acquisition Completion Date:
Reason for this Date:Work must be complete before the snow flvs in Sun Valley.
Requested Services from Right-of-Way Department:Obtain BLM Permit and write
new easement for the relocated line.The easement will be signed bv the developer before
construction will begin.
7-1-94
IPA
Revised 10/13/93
3-33-r*Idaho Power Company^CY1 Ho^VxJ
POWER LINE EASEMENT
Dale Mizer and Mary M.Mizer
Blaine
.and.fa^...^2e?~^4...ffoy.^.M.z.e.r...j,..,^gir_yiyes.,
JMsfeo.¦hie-wifeT Granlor(s),of.County.State of.
convey to IDAHO POWER COMPANY,a corporation,its licensees,successors and assigns,Grantee,for One Dollar and other valuable
considerations,receipt of which is hereby acknowledged,a right of way and easement for the erection and continued operation,main
tenance,repair,alteration,inspection and replacement of the electric transmission,distribution and telephone lines and circuits
of the Grantee,attached to poles or other supports,together with guys,crossarms and other attachments and incidental equip
ment thereon,and appurtenances,with the right to permit the attachment of the wires and fixtures of other companies or parties,
do hereby grant and
Bl&imover,on and across the following premises,belonging to the said Grantor(s)in
—in the following location,to-wit:
.County,State of
Idaho
e£w|,NW£hw|:Section 28.
SW^SWff Section 21,T3N,Rl8E_,BM
The center line of said transmission line "being more particularly described as
follows :Beginning at a point on the South "boundary of the of said Section
28 at Survey Station 3393+55 which is West 1300 feet from the South £corner of
said Section 28;thence W 6 i2'07"E 3669.8 feet to an angle point;thence N 25°51,3^"W
3330.2 feet to the Worth boundary ,of the SVi^S^:of said Section 21..
J)dma^es to fa £Settled a-L end o f Construction ,tu lu re.
damaees.Lohtch way oc-cur cxs result &-f ryi#irttenc?/n<?e~
S4,'J ithto sb«H be pa,d as the.so™*°*cur.
on
Together with all rights of ingress and egress necessary for the full and complete use,occupation and enjoyment of the ease
ment hereby granted,and all rights and privileges incident thereto,including the right from time to time to cut,trim and remove
trees,brush,overhanging branches and other obstructions which may injure or interfere with the Grantee's use,occupation or enjoy
ment of this easement and the operation,maintenance and repair of Grantee's electrical system.
I9..<e..^r.Executed and delivered this..«y.Jr.U day of..
(
'daz^A/..
T.AakaSTATEOF.„
County of
eis.
day of- .ktldSI—T -. ——before me. d- Jrds/.£...4^
_Jfntary Public,_personally appeared d.fO.sL.—
—d.C..rA known to me to be the person (s)who executed the foregoing instru
ment and acknowledged to me that...ft...executed the same freely and voluntarily for the uses and purposes therein mentioned.
On this.
-and
&JLl —zded-itzL -,r .
X9.U.U
Notary Public,residing at...
Commission expires..(Notarial Seal)
OVER
1M 6-60503
u
'/j
i
(SB.STATE OF
ICountyof
On this
a Notary Public,personally appeared.
19 ,before me,. day of.
.,to me personally known,who being duly sworn,did say that they
_...President and the Secretary of the corporation that executed the within instrument,andarerespectivelythe_......
acknowledged to me that such corporation executed the same as the free act and deed of said corporation.
Notary Public,residing at.
Commission expires (Notarial Seali 19
\
M Q Q W
O o
146i4 »:
i *fTiSIP
G-f 1 ^Io;fS iniiI j
VJ J Kmw*s b E ?of z |t 'Jr t "csJ V 7 -U.•o ^y x h c.o
Ni
I *:<?
S 5 1:iSt :g t?"
g\|\-
i
sS
*8fi
n J
S 3
i:
W
I 5 §::
^tS-'«''
$i£s
1•;>•m It W-*I ?<-j.c £ir^<3
WITH THE EXCEPTION OF THREE ANCHORS AT THE SOUTHERN MOST END
OF THE TEMPORARY 138kV LINE ALL OF THE WORK TO BE PERFORMED
WILL BE ON VALLEY RANCH PROPERTY.THE ANCHORS AT THE SOUTH
END ARE ON STATE PROPERTY AND A TEMPORARY PERMIT HAS BEEN
FILED.THE R-O-W DEPARTMENT DOES NOT ANTICIPATE A DELAY WITH
THE PERMIT.
DUE TO THE FACT THAT VALLEY RANCH IS REQUESTING THE LINE TO BE
MOVED,RIGHT-OF-WAY SHOULD NOT DELAY THIS PROJECT.
MAPS & MISC.MAPS &MISC.
.
*
%
V
w
'
T
-
vJ
**T ''¦^"""'
\
23
s^-*
J
T-2
M-1STR.515
B-3
APPROVALS
)
i
T-2
M-1STR.499
B-3
LINE 433
WOOD RIVER -KETCHUM
138KV
RELOCATION AT VALLEY
CLUB GOLF COURSE
PHASING DIAGRAM
STR.498
IDAHO POVKR COMPANY
BOISE,IDAHO111SCALE:NONE DATE:07-08-94 A321DS.TLP SHT.20 23A-5031 3DR.JLT
r
7 27 S8 ?.!-tt .&%?•¦so>1 s g><-:ij/i «l tfa*i"af
R.18E.
«UN VALtlY^
M i -
*/1
y?/
iLj%KITCHUM A 7
SUB '
T4N.
VVlt ^
\"^3
hi—ss v>
Lc?*
Sir %n
i \\V Uf?-;V~
(vtR -Je_J
!f'f;5 Af<TbiS(|9C2)
TP i
I'
'S&\I
~wrwHi37IA— ~^r——tv^-
^<?Co
cr > Q)—-*?_
c
m
MB
IS —/2-*GIMLI
S
tSni
I?Y
1519
J S_,
T.JN.
5 5 /
514
/
i9
24
5t0
KMFNA
2SsS
IBLAINECO.
j/.52--«34 35 34 Mb^>>o r^ver sua.397.SMCM AR lbts(»962)
!
S1H \/r
''6
1
W«7f
UB*%
12417
hailey
ltjx
4TCi
\Cv CJ J3TIN.
s?9 -fc G
—-»s.u -1/
m
'+>'
BELLEVUE
32St 33 34
44©
rtR.17E.
\
;¦5
¦3
t/»
I >
\
CP
12
o
%
o°
•-o
\-3-0- lr—3kV*l\\o
\\^o--\WJ-
H «
S*fs=3 i/«
-u--/«111
1 tt
TIN.
o
v1
19«S *r s53 19 PT"
-24
o
%
^5:
M
33
r
n
5Vr
A?——
<5 30
¦25
2
r
j;
u*
ut.
~i?~
St-^-32
34
-—31 -952
35 !
>
~e
~s==\
^rrr
& \8 1
GANNETT
Sen Sheal 195
II
Nl~
It -H
a
V
T.IS.>*
%
——18 13
%
Uili
HolI
2)s
53
i9 —
•Z.
?4
if>s =£
?rtn?s to
8-j rats?5c—»"-JiIn8^s15?I
n.!8E.
7S:-- »
—3b3
H.19E.
o
«?-o
2>-o
TJ&
?1
J I)0,
u.
etcT\0ti n-\
££%MmO 7a-SeC-floN -2.0
-P-l&e R?,M .
i
W O-P-TH etJD T&MF"'KA127
Utile Teffe
vs>
T
ft
4 r\4D\
^TP-^^TO^e.ex I6T I M 4i
^-r*-
*347£>+oo
*7
I
47
riCll^1fc^4>
«
-h
AH
5r^£TUfZ£
<£•TeuifW^Y ui Nie^~>- |>
\\
I *^~T/O —o ^Graphic Scale L
TAX KV.OU TYPE POLE FT.WIRE FEEDER FT.FIELD LOC.:DIST.OFFICE:CODE
Description:"T £f P j^fa'ft'Y UMfc T^P
£HD.f-eiJy^Ttg'H <g Vml£Y g/WR
C\0\sP L0\)9~^EST.NO.
VOLTAGE:Court.Op.FEEDER A NO.
COUNTY DIST.NOBYDATESTATE
fc>LAirJfc.IDTL-f 4 -T»M4Prepared
Compieled TWP.MERID.SEC.RGE.
-J./Plrt'g.PR %0 lg>£FUt'g FDR
Work Order No.PUt Map No.PUt'|.U.G.
W.OrderFund.LocationEnt.By:Feeder Map No.MapR/W Permfeeion
iort.Pvt.RR.Hwy.J.U.
?"jf ???
IDAHO POWER CO.WORK ORDER MAP .OF.SHEET.
,Tap
^1^+7S |3 LIME ^j t
?P-Q?0^tP
V4£va)Tl\£££
fOLL NT 4 U£
I Ll
pfZ-oftf^D
^oure
E>UATlM£t
ATRO^TUi^e
To g>£zetAo^Iev
5 s 4e^iATin^i uiHe.
A?£Aarea4>i^e.rtMp,
A^LHt-'T-
Av££Ai
Ii(*>^+\<i)X\-\vS<
«Q fOLItOr_J
Ti
k ST ^^NN£>D —
o
1^'TO $&CrT\Od WKig-
— .1 11 ...¦ * — im~
,(WW
-t —-s-^OuMsfZ.To
ItTATALLE-'P
"V7!Te*A?0£A^Y UM£
4<r
-¦>+H-<r 1
<5 -j -r--
i'-
!C£TH££E ®
T£K!ftoffcA^Y ~
Motion
ii\A
4 6^^>iH6i
&&TW££l4 £>lltiotMs
7,g>^T?T?(?
4>T*."WrM1^
^\jOv/a "pvJ'A a^e^T 10M "2.&
H0&TH M^nY*bWJ lA ^
fl>M -£\&E.bM1
I -2.0-0
Graphic Scale L
TAX KV.O/U TYPE FEEDER FT.DIST.OFFICE:POLE FT.WIRE FT.FIELD LOC.:CODE
Description:^0 f£A U K E-T^*lT &As^OTH
blTD ¦fr£U?6MYgM <g VALLEY t^ANl^-H
U\,0CTX\oW S V ALLEY pAKcH
CjOLF CoUfrSL
LOUt^ET EST.NO.
VOLTAGE:Conet.FEEDER A NO.Op.
STATE COUNTY DIST.NO.BY DATE
VU-TA bLPMM £IDXk£Prepared
MERID.TWP.RGE.Competed SEC.
Z61
*
PUt'l.PR \&e•**>T U^E ^rterf^Ti^
$60UTH
Plat'K FDR
Work Order No.Plat Map No.Plat'r U.C.
W.OrderLocationFund.Ent.By:
MapFeederMapNo.R/W Permieaion
Govt.Pvt.RR.Nwy.J.U.
R R ??
FORM NO.511 10M 6-03 IDAHO POWER CO.WORK ORDER MAP OF.SHEET.
440V>
a1.•B
%I k-A-ziff|
sj*
%H
i
\fn \
%**rf u•5
\i I "I*!¦SI »S ft
si lis:!
t
«*/#/i//**t
i
'ft O *2froo*S?lT1 I ?PftiscrlT>ssft :
7
N N.rr-n.fi m4rM-J tr £or
iur
6 &CE RK>K)
-o
m rO
CO
<P''S \S"
O1 ¥>i\s•£8
I 8 it acrCOCOto ff
!?«*&
£E \Isto
£
QTto
\\i V
*1 k\
".7.\\
uo
mo
y
ffi8
to
V *o <X>
tooo
<s>%o
jy
tv b'-ft
S?N iS£I °I to I77 S1/5 s 's*~/•&»5
J?i «~
o"jO
05
CDCT>
IOrO N
$(\JCD
toto
7
POK7ro Pr PiftPO
stfp
PA
<s
rA
'Ch i
Vft
l;s r m £'
¦&V-;¦
ff/Ias.%
>3\JftI?±L\\ft
I
r £*ftZ_n
c£
i 77 /ft-"
13391*65)~ft
I 61\m
v&>
Q %%
to
?-9§i7 s-*/s j?
ft f ?5(JB10-30)B]s §!s
M
<?<-oj1,
5Je 1 ^c ^cP^cP
hq f"1
2
1s>I3i pftI
°o I St«•&ftI
p>.
<r ft
¦s lio 1
-vT <n S=1
O /ft
I
ft
t33^^5)
i
ft ¦»vJ ^
?.-¦•**'1l
"ftp.
Rl '£
If6!'5A t\
Ito
tro
i
%Ii
001Cvllf"'2 I i
!
ft
51)5
—CDCMCM
8S
i
,•-•W1,3*53 ft"
SSi 1
I :>*'
|
!
z
)T 3N.-R.I8E.,B.M.,IDAHO
BLAINE COUNTY
—-... --¦¦•?-->•ft--t ¦--zS-1 i L=S £I
:;^•-t ---J --if -1 "-7 ~
;gft -i-x^^v;iTr."Ift-z TsLzS
-.¦ft~?
-M50 -i zr^:344ff _-.?-Tj-,-3550 ¦-^.w
r.^-^r-n^riLipcrr^emi.m-''¦i o f™-:/.1 -ft*.
3340
~3420_-r-"-;-£to T 3460
l^==£-0
33603370—r —-i
--.**-ft •ft-1"
-ft-133S0I-.
7ft
33903400.'-_-..-,
34107 •-I-.---
-.i....:-r -ft
;
kft 77.::7---4-ft a,t -Zfe-y -
3<o»°L5-,ft-}.;-l.
•¦-TJ.TftSftftftfti-ftift-_i»r->.:-=.-.1 ft -L.ft -ft;/".
--ft--.--rob =ft=:ft'Ift:Vft VI-'v--\L=ft#--.:''-{"ic .-
sz.-.-:-5V:.ft ..--.--¦;ft -...--~'ft •..:.1." ';;~Hi ¦=--ft--I-:.---ft!
"Z -fpft^-jftft^ft .ft—ft ft -.-TV :—-.------
rftftft"ftft-ft-ifti--fftfti-ftft-ft-ftftftr ft -V,..-'¦---•k-Z"'Z:-::-:¦..-
-» '--:z:l .-^.
y ft-j M ;.|-¦
-vft-*:—A-:i ¦-.v--i 1
Sftz -:.--'-ftft-ft'-;-
.tr.-
7 ft-'!r_.1-_--•
vTftftft-ftftir
..--A
^-_,..---—
-ft ft
-;-ftaft.-ftft
~~•ft-'ft?
ft-.)ft ftv-ftftv.t^I ---¦C JjTrprIft-'-•
Ift-.ft..-—
j..r .Li
MP1u¦-""••'•i ":17^17
lft#ft :J—r ft ¦til Jrftft—.1 ft-'---tft
..
ft ft -T--7_L -z-ft--ft;-;-ftr-¦
r -ft-ftftrftftft.-.— . ,
"--.ftSzi-rs.-'
-ft-5500
¦SI "r.z r:p --•:•u.<1 '—
r"--J?'"-^i cn :
-"'ft:
-~IIH
--—tt.-I'l i/il:.-t
7 .-"1 7=^V"7 r A-'i U7^
••ftftft --.2 ..l£ft .";.-I 7 -..-7 ~*
''7 7_-_n---D K:--•:---"
ftft;r)-ft1 g.sg;_---LL_ft.
--I"_u•••--,XI:7ftftft
--I-
—-..--.r-.-ft -".:i -ipr-.
-t--•;!"--e<1:7X117 ft-..-'ft-.—tft7ftf-S
_-L r-ft ,jt..--^z -¦Tft »tT—3
S --;S ..''.•fe ¦:---#;>-.
-S ft-tr-.
—
••-'-•.-..-ft ft
-Eft --;r .-.-fty
~==-
_;L\—-1 _ft ~-^
-z-r?? '--.--h —~
eft ft:r.ftft?7r--3-L-L^_-.1 --z .
--ftft_ft'iftftftiftt-ftft-ftftft:ft!-—--tl ft:V,
:;-ft:ft --=-.=•",ftft-ft=ft;=r.ftft-ft]-ft'-ft"*-
,-:ft ft -j'-.;
P--r •------•;--..-:—-----ft -
-??ft -^T?m=£^r
r:-
~L2-.¦=7 ft 1 "¦¦f-..t-
"""
ftftt I~'S ,:=--ft's—•~"'
MM._T
--r-ft—
ft---:?
"=-Tft--j---==
=ft •>--.r ¦¦-4-.:--s
¦:a f~_-IrT-r1'-:---•¦-ft
ft—-4!lz r.I -*--t"7>-z*
:*''-ft -'¦*"-'"=—;-idl.r
7ft -;7;f .
Ji 2 L-ftft
T-.•:'ft -tft-
~~jftft .!¦-._•"i"5"r:r-:"
I7i 7~I7ZI7 --iz;;-ft-^;7-y -;r A ;ft 7'"8.j
_----,:,-ft----
--, — -rt-j-ftz i;ft.5.ftftftr:ftftft--r T-"~r'¦-¦ft-iftL-Tft
.-i..:v ¦-~7 ft -¦;P.:ftr I =.;-:•"MdSz^-r-i rfta-.->.s'SdV VL-r*iz:A=S3l-"-fts""
-^.-T--:.--f;~z-ft.-=£-^=^;^--!-¦-.. : —-'-ft ft.^-ftft-:,ft:r -ftg^g -
..-¦-•
-.-j--ft Ti t.;ft -ft -ft 'ft—ft-'.---tft -'---ft-¦..I --ft--: 'L.4 "'jS ''=-'
..-^~ft--"ft --v :,•rt •z.z.:.,,ft-rftft .¦•-•-,.r,..-ft-^gy=1^-^-5/.^^2
I -:Sft--•"•¦•--r •¦•.-^I-ft L_:—2 __.
¦k >ft.-r--T-r-:-:2^=-ft-:j 'ft ~L t ft i ft-ft-r^g j --^..--..motf.^^ucuffiES_2B0LELpfl?£.Vz:
•=44-^7 2 Tlr"r~tT*-.ft ft-'--.T- wless ot.idw«se
:._pr=rft-..-.t --.r£---~ • ----..T -ftfti--ELEVATION ASSUMED,t-=
ft--ft--ft-|7 -iT---—-|:tV7?¦'v .--^
I -.-a ft ¦t -4 --"-2ft ft'ft ti .--E--;-.=..-: t .ft-.-..--- --ftEr-r conductor -a/oacsr!.^".
-1 Jftft •;¦-¦"¦•.-'-:--•:..'--"-j ---^.-Tft -ft ft .-rft-ftftr:;------h -
—r==-'""ft ftft-4-v---.j ¦ft
ftr -ftJr
ft.5400-1_"7-
^-7-
-ft-'
__7 L7_"Hfea
-.-ftlft--ft
-£X"--iftt
.ft;
ftft!
-ftftp~
-"-•-"-r:.:-
——_-t
fir.
7-:-
-4=ft-ftftgT-_
•'I :L——-ft Zft
m-77 :r
ft -v r
ftft_r-ft :-ftft •:-•TRANSMISSION SYSTEM
WOOD RIVER SUB-KETCHUM
'~138 KV.LINETftftftft•'•i :-
^ftr-=;s7.)ftft
-ft-ft-ftft--ft- YzMiZ"
ftSRTftTS;^>safftr5.^s^ft~i
-ft-1•=^---'ZTsr=±-^gftr ,-¦L-;—rftft ;.:-=^T-=ftfty-ft --~i ft-j;
*T--¦2 .-¦¦-I J-ftftrTFlTftftgr^g-ft ft -;-^.^
---.R2^_----.pft rr^r .--1 -
—¦_—
7Il'XITJ:I ":XX:'""ft :r-'Ii'I~.ft'ftft
-^1
.a7-4=T7 BOISE,IDAHOIDAHOPOWERCO.
ft.ft--tr:SCALE r*400'
"ft:-'¦"
DATE JULV 1962
.----717---:7 7 1 V.¦¦-T --
:H5t-
At»«»ROVfcI>23 D-17379PR-HE W
,ftTftft
m -i .:~W&Y2 ^iSl94 r':n
ft.-1 ~ft~-5HT I of 6 16-T r~
-:•';-- ,-ft=.-—--•¦~~1
fffv Am
I'il.j 'i!tiuilisj 4 !|ii"I ij.il!i!|!l:i ,:|;j ll'ijo;is llii'iiliil
I''.'.III 4 -ll I
%
¦h
%*
i
i w
-¦
%%
I
3009*099 /;,r ...ir'i rg.J y ]»•,'jl <|ti -I l|it |>>lsi!|i|5i si a |f t g ¦S ?:|i Npflfri'T!•"'!!|;ji ii ;i|[ill!!'|!|i j !I 'i !!(f jjfc j;jj 1 11 ;!•Ii'1 h !•'•'•¦•;i;;"ThSiSSi^jrH^:I ill!!tj :;ii:miti I i p I'm iiii !i!\\Wj:j!jiii:mill |j,ji.ll;j jj.-jJ il 1 1 !I kwwion:,jgS?u{|£$;|ii A Jf !|ii •;?
f •!';!!•I j.;.;|J i -i;.k !;ii«||i !¦':•.«-•¦',t if,m i '.U'J ;II !feal'lf::|Iiif '¦r «l'i'liji :;!i ij'jjj S •'•!4 in;*::inf..1 1':ilii 4 1 'TTTrtx.VI,•-•:'¦1 1 ¦!'¦!'"¦;»!j||!1|:y 'j];n;If '¦'Kj!1 Iijl N i M-I ;!|'!!!'1.1 jl!i
":;•;is.;:i i ;i'Fiiff -II.S!:«|f,i lii f J!L
2-r«t ,*<jii ••i||.*i'j'j-\Ji.i,i jji|'!J;f!».''I ';I
'f-1 •'ft'.ii i'i I*i!|:,:.?*<..._J-i J!4 !;|t !V;I,f I Hi!„
Ji!ii'.
H :
»=j ^•00.I i
8 Srf.
3sS0 %
3 3'903s?e-So°~Sty
J5"'s'w
ft
-»I h
i i'""I'fliii
(3572*65)2St a—-—
'Oo.;!(i;>
'5-t>
^•3s.:?
s s^«pi;lli jj
ii ??•68 5.:f
}%$
I:'!!';li:|!i.l|il iiji l'i:!l.-S :•;'45¦,.'j-.r li'ilii;it!lili ;t;i ii!3 -iliii,J,.!!-i'ii ;lijj Jj l'i!If j;j jS'ni |,T i;i
!ii iiijllil ||l iiij jlj'•;!:I si"'fj :I..IIll's
'¦
•,lili ill 1 T ^
11 iii;al iifrfi;!¦P i;i!:fi'i:'
"iiiiilll ::¦iiSi!..;!i #j •*..i,n l(j5E
-..I.'j,—
'..4
Mk
V ¦°5'"-0,,
taVe
¦<1
c=f
M M&M stonePOT3550/5'V^
i?;16-—731 6'
3S5"30_str£qu4^/o.
i"l Ai'iil I j!':'•I'^K:||I ;
it'b !7 !i ¦
J5kor"'
tii!;:i|g
3554
Srf
¦'Ii'i:
m ¦(3550-65)
**0»?,•»
.ill #S|CTiPR W¦'If ft It I!lit I I S
?'I 'i'ifl |p ¦llliiiijy':i ...
ililiiiiltl "liiliiiillt.:1
••:«;!,ji i;-!|!Wi.4;..i:ilii aj J!:ut -JjV -d—11 Jnjik M :_..-V
'ilii ill:till Ij 1 1 UliJ i lljl l!-i|;j!tl !,!')!jl ii II ll •If :l '-U ;|I ,...II-::illlliv iM:i1 ¦'/!i f !;,'¦;i I ¦'r Ji i 1 1 |i:'!l:i:'Ijiivijf jj;:lilt C I jiil:.....»' J :.i'"|.¦,|!i.,|i|!;i.|.i •
..1;."•|!i.ri;jj!iii:....•!:!j!::;i;;!;i!i'ljl j:l'Ki.;.-i ii.fit .\-\ill iji!-;:;i:i '•'T'V ill;I.,..'J.!!i .i!|.r;;|i|||j •!•'''¦¦l'b!!,I,,U. "i'i:.:::lli-.1.1 \..,.../,"}"•I'l|!'i f 'I !'ii''•'¦"'•''!i;/'l.l Il|il ii-.J.:..:.. -...^Lrl:..r .a, g
j!!;i;||,¦¦.ll.;:M jj.::t|l °
feu ¦'iv --|l:'1I:i hi .jii'1 ill:....•¦.•¦1 !.it .;!il !i[r J,''
,....:¦!h ...:.'ll;..¦¦r lljl jjjl !|,j..•
I ilf .;!!.....,:.,,,|I,.1,11 .—«...-4-1 <11.i.n •,k>J,—-4—,*m*d-».»L ¦—"!-•»i.l--—--l. -—»-----¦/¦.—•---ij»."44 "-4 ^|..-ll i,i|4 ilj :l:1 1 i»j &:'jf-T:«•»'.I T,,m,:;...8!'!l'<!.,•>!•!¦iii!::;.'4 ili-ti.-,:•¦'\i;:i J:II,.s.
I ¦1,1,Lihii l.i ;!•-i 1 ):.•!»H .i';.j ..¦•••:!•:.i .•K
:i;;L f.|i!;.::../•/.',::jr f .:l t ;|l|jl,f1 •'...\/¦('''I
,,lit .¦[...jii ¦jj....w !¦•'¦',/.¦']>.
v jfcl: :......
''lllili .!i :/J'1 '1 g .i -•'ql i5,^¦"!'»^7l f =r y \¦lis 111 %.r !'.^);;ilil«:|:;{j '.•-/I T i li !l:A _L.f:r l1;;.([_::,„L
lliklj tip^ii iistpiiIiIj;jl jrj :;
iijiIiiiii!§-I Uvf'ii!U .Z g I i !Siii;i.'|!;A vi-....C3 <^,li'ti j!i jj I i:j)I }.U '¦y-»g l -j p'ilisj'I ifiiJiijii-iij jijky
|iN-1 Ti if if 'jj iiSi!"iiiiiS f'iSiiiiiM¦||\i |j;,!<|Ir-;I f.:.;l '¦ill:1 m«-
...
I-I 1 'I'll !:t;l':Ii-'r.ij iijjl^f:tj*i.!r *5
/3'60'nH /l?l.3525 '69 2 i'
~~71!:6=(55°47.'36')RT.
®flip ®i I
$
v
3si^'So.sr*
¦il!-1 .14 I
i
13536*15)-(17
^•Jo 353o'so.JSty...¦¦¦in'j ;!i!tt j
....x.ji:;!..!!::;'jiv f3,|^r936")RT.
,*p I
;l;.13321-10)
:af —
¦'/:n,
*
VJ>.i:t
......
<8o-^0°A'
y>
tPi¦.
n'I 1713502*62 1
$20 21^
¦i-.1-
.it
5
p*
1
,.Fe°ceill!;....'Mil -
4 (3490-20)~V
i.'v;rH "2.<j\i-CtJ
U.l'i I ,'l;ti !
ft
5'^jn0isS;oo
•t
,v|,:ii|i.;.:mrn
4|!!:!,:.l!V IPij;I'Ji :j|,i ¦..5 oiiV,-<fe
lli.ifi .Ml:',i°°
Nf1ii!5i0x?>fn m I
S "o
1>o 5¦o m5w
¦:il
^\\^60 -S7«jalS'00;i'iji;
4-;:(3477*00)n
1*1*3
i 4.1 r ,i,*nuu .•
M-esA-GKOli?;MlfS74a"RT.,«fi"i,i.1 1 i|i iii |i!|',1!'
'f-WjillJIiili'Mi !!..!••;«(
>^
V
w ro
5 OJ
a r „
L4 m
->)c_'O c
<
r\)cd
irc2
z T 4min S o
*rIm .^10
\"0HIf%Io^3
1 ^5 u.
X
C"5 JS
1 *
c J.M
I£
>
I
26
0
4
VALLEYF2 .TLC
Profile
Station
Location
Equation
Ahead
Line Angle
Deg Mi Se
Ground Elevations
Center Right
Proh Site
Zone CostNo.Left
1000.00
1444.12
1478.28
1486.41
1490.25
1494.46
1495.04
1499.83
1515.08
1518.98
1521.68
1524.00
1550.00
1600.00
1650.00
1670.00
1707.50
1748.60
1800.00
1900.00
1952.34
1972.00
2050.00
2092.37
2109.82
2175.00
2234 .36
2300.00
2354.80
0 12 6 49 5443.10
5446.41
5446.66
5446.72
5446.75
5446.78
5446.78
5446.82
5446.93
5446.96
5446.98
5447.00
5449.67
5454.81
5459.95
5462.00
5459.70
5454.80
5460.70
5465.75
1 13 5468.40
5465.40
5461.84
5459.90
5462.60
5462.29
5462 .00
5459.11
5456.70
5442.94
5446.64
5446.92
5446.99
5447.02
5447.05
5447.06
5447.10
5447.23
5447.26
5447.28
5447.30
5450.24
5455.89
5461.54
5463.80
5461.65
5456.57
5463.50
5468.26
5470.75
5467.60
5464.42
5462.70
5464.80
5464.64
5464 .50
5460.85
5457.80
5443.70
5448.45
5448.81
5448.90
5448.94
5448.98
5448.99
5449.04
5449.20
5449.24
5449.27
5449.30
5452.22
5457.84
5463.45
5465.70
5463.80
5459.20
5465.80
5470.66
5473.20
5470.00
5467.08
5465.50
5467.10
5467.05
5467.00
5463.13
5459.90
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 -13
21
22
23
24
25
26
27
28
Protected data BOLD/ITALIC &violations UNDERLINED
Page 1
VALLEYF2 .TLC
Profile
Station
Location
Equation
Ahead
Line Angle
Deg Mi Se
Ground Elevations
Center Right
Proh Site
Zone CostNo.Left
29 2418.00
2476.50
2517.80
2561.50
2625.00
2787.00
2881.20
3034.60
3072.80
3158.80
3332.02
3477.00
3500.00
3575.00
3642.20
3700.00
3724.00
3740.60
3816.00
3999.00
4074.00
4115.00
4269.00
4352.90
4489.96
4582.20
4826.50
4900.00
5000.00
5457.63
5458.50
5460.00
5458.70
5462.80
5459.10
5461.10
5478.40
5475.60
5467.10
-4 51 41 5480.60
5475.00
5486.00
5486.00
5486.00
5478.09
5479.46
5480.40
5479.90
5487.70
5481.50
5482.61
5486.80
5494.20
-5 12 27 5492.50
5490.40
5483.00
5484.82
5487.29
5459.05
5460.20
5461.30
5459.60
5464.30
5459.80
5461.40
5479.64
5477.10
5467.80
5483.25
5477.74
5486.00
5486.00
5486.00
5479.24
5480.75
5481.80
5482.00
5490.70
5483.85
5485.04
5489.50
5497.30
5493.40
5491.30
5483 .10
5484.95
5487.47
5461.09
5462.20
5463.20
5461.50
5465.90
5460.90
5461.60
5481.10
5478.40
5469.70
5486.50
5480.30
5486.00
5486.00
5486.00
5480.64
5482.27
5483.40
5484.10
5493.60
5486.20
5487.46
5492.20
5500.70
5494.50
5491.70
5483.30
5485.42
5488.29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
Protected data BOLD/ITALIC &violations UNDERLINED
Page 2
VALLEYF2 .TLC
Profile
Line Angle
Deg Mi Se
Ground Elevations
Center Right
Proh Site
Zone Cost
Station
Location
Equation
Ahead LeftNo.
5489.76
5491.48
5493.30
-13 1 54 5506.30
5507.21
5507.80
5508.00
-70 17 38 5517.60
5522.30
5532.80
5528.28
5523.20
35 0 47 5509.20
5514.80
5512.30
5513.00
29 55 0 5505.90
5514.80
5516.70
5508.63
5508.40
5508.95
5509.81
5510.00
5509.01
5507.48
5503.64
5503.16
5502.80
5489.99
5491.75
5493.60
5508.20
5508.58
5508.82
5508.90
5522 .84
5524.10
5534.50
5530.69
5526.40
5512.20
5517.50
5515.70
5516.00
5508.90
5517.90
5521.60
5511.58
5511.30
5511.99
5513.07
5513.30
5512.24
5510.61
5506.50
5505.99
5505.60
5491.17
5493.18
5495.30
5510.40
5510.13
5509.96
5509.90
5524.00
5526.20
5536.20
5532.34
5528.00
5515.30
5520.30
5518.90
5518.70
5512.00
5521.10
5524 .00
5514.57
5514.30
5515.02
5516.16
5516.40
5515.41
5513.88
5510.04
5509.56
5509.20
58 5100.00
5170.00
5243.50
5511.24
5683.11
5794.73
5833.15
5879.80
5975.57
6046.10
6095.15
6150.30
6295.54
6343 .69
6385.76
6414.72
6453.87
6506.39
6538.04
6651.32
6654.55
6665.17
6681.85
6685.40
6706.92
6739.97
6823.08
6833.46
6841.35
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
Protected data BOLD/ITALIC &violations UNDERLINED
Page 3
VALLEYF2 .TLC
Profile
Proh Site
Zone Cost
Station
Location
Ground Elevations
Center Right
Equation Line Angle
Ahead Deg Mi Se LeftNo.
5503.88
5504.10
5504.73
5505.10
5505.37
5505.60
5506.64
5507.20
5508.10
5503.40
5491.70
5493 .00
5489.80
5489.50
5489.80
5491.43
5491.50
5506.56
5506.76
5507.32
5507.65
5507.89
5508.10
5509.07
5509.60
5513.20
5506.10
5493.70
5494.20
5490.40
5489.80
5489.80
5491.62
5491.70
5511.20
5511.62
5512.78
5513.47
5513.97
5514.40
5512.91
5512.10
5519.50
5508.80
5495.90
5496.20
5491.30
5490.10
5490.10
5491.82
5491.90
87 6900.31
6912.69
6947.01
6967.27
6982.02
6994.73
7011.59
7020.70
7056.40
7094.47
7193.87
7240.99
7409.40
7470.57
7509.31
7858.32
7874.01
88
89
90
91
92
93
94
95
96
97
98 -9 9 14
99
100
101
102 18 55110
5103107 40
Protected data BOLD/ITALIC &violations UNDERLINED
Page 4
VALLEYF2 .TLC
Profile
Special Clr.
Min
Cost
Factor
%of Max.Span
Weight Wind
PS HeightsStruct.
Num Typ PS1
Max PS1
HeightMaxPS2PS3
0 498 0 40.00 40.00 40.00 40.00
1
2
3
4
5 499 4 46.50 51.50 56.50 46.50
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 500 9 40.00 46.00 52.00 40.00
21
22
23
24
25
26
27
28
Protected data BOLD/ITALIC &violations UNDERLINED
Page 5
VALLEYF2 .TLC
Profile
Special Clr.
Min
Cost
Factor
PS Heights%of Max.Span
Weight Wind
Struct .
Num Typ PS1
Max PS1
HeightMaxPS3PS2
29 501 4 46.50 51.50 56.50 46.50
30
31
32
33
34
35 5 51.00 56.00 61.00 45.00502
36
37
38
39 9 40.00 46.00 52.00 40.00503
40
41
42
43
44
45 4 46.50 51.50 56.50 46.50504
46
47
48
49
50 505 3 42.00 47.00 52.00 42.00
51
52
53 506 8 35.50 41.50 47.50 35.50
54
55 507 4 46.50 51.50 56.50 46.50
56
57
Protected data BOLD/ITALIC &violations UNDERLINED
Page 6
VALLEYF2 .TLC
Profile
Special Clr.
Min
Cost
Factor
%of Max.Span
Weight Wind
PS HeightsStruct.
Num Typ PS1
Max PS1
HeightMaxPS2PS3
58
59 508 4 46.50 51.50 56.50 46.50
60
61 509 14 36.00 42.00 48.00 36.00
62
63
64
65 510 19 44.50 50.50 56.50 44.50
66
67
68 510B 4 33.50 38.50 43.50 33.00
69
70 511 15 44.50 50.50 56.50 41.00
71
72
73
74 512 15 44.50 50.50 56.50 41.00
75
76
77
78
79
80
81
82 512B 2 42.00 47.00 52.00
83
84
85
86
Protected data BOLD/ITALIC &violations UNDERLINED
Page 7
••
VALLEYF2 .TLC
Profile
Special Clr.
Min
Cost
Factor
%of Max.Span
Weight Wind
PS HeightsStruct.
Num Typ PS1
Max PS1
HeightMaxPS2PS3
87
88
89
90
91 513 2 42.00 47.00 52.00
92
93
94
95
96
97
98 514 15 44.50 50.50 56.50 40.50
99
100
101 515 3 42.00 47.00 52.00 42.00
42.00
0 49.00 49.00 49.00 49.00
102
103 516
Protected data BOLD/ITALIC &violations UNDERLINED
Page 8
VALLEYF2 .TLC
Profile
-Auxilary Points of S upports
Aux4 Aux5 Aux6 Aux7
R.S.
PS1..3
<>
Auxl Aux2 Aux3 Aux8 Aux9 R.S.
4140
1
2
3
4
5 414
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 414
21
22
23
24
25
26
27
28
Protected data BOLD/ITALIC &violations UNDERLINED
Page 9
L
\
VALLEYF2 .TLC
Profile
-Auxilary Points of S upports
Aux4 Aux5 Aux6 Aux7
R.S.
PS1..3
<>
Auxl Aux2 Aux3 Aux8 Aux9 R.S.
29 414
30
31
32
33
34
35 414
36
37
38
39 414
40
41
42
43
44
45 414
46
47
48
49
50 414
51
52
53 414
54
55 414
56
57
Protected data BOLD/ITALIC &violations UNDERLINED
Page 10
**
VALLEYF2 .TLC
Profile
-Auxilary Points of S upports
AUX4 AUX5 Aux6 Aux7
R.S .
PS1..3
<>
Auxl Aux2 Aux3 AUX8 AUX9 R.S.
58
59 414
60
41461
62
63
64
65 340
66
67
68 414
69
34070
71
72
73
74 340
75
76
77
78
79
80
81
34082
83
84
85
86
Protected data BOLD/ITALIC &violations UNDERLINED
Page 11
VALLEYF2 .TLC
Profile
-Auxilary Points of S upports
Aux4 Aux5 Aux6 Aux7
R.S.
PS1..3
<>
Auxl Aux2 AUX3 Aux9Aux8 R.S.
87
88
89
90
91 340
92
93
94
95
96
97
98 340
99
100
101 340
102
103 340
Protected data BOLD/ITALIC &violations UNDERLINED
Page 12
VALLEYF2 .TLC
Profile
Wire
Gwr2
Points
Gwr3
Ground
Gwrl
Comment Strings
Start El Ang Size
of Supp .
R.S .Text
0 55.50 414
1
2
3
4
5 64.50
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 60.00 414
21
22
23
24
25
26
27
28
Protected data BOLD/ITALIC &violations UNDERLINED
Page 13
VALLEYF2 .TLC
Profile
Wire
Gwr2
Points
Gwr3
Comment Strings
Start El Ang Size
Ground
Gwrl
of Supp .
R.S.Text
64.5029 414
30
31
32
33
34
69.0035 414
36
37
38
60.0039 414
40
41
42 FOURTH TEE 5560.00
43
44
64.5045 414
46
47
48
49
60.0050 414
51
52
55.5053 414
54
55 64.50 414
56
57
Protected data BOLD/ITALIC &violations UNDERLINED
Page 14
IP
•**
VALLEYF2 .TLC
Profile
Wire
Gwr2
Points
Gwr3
Comment Strings
Start El Ang Size
Ground
Gwrl
of Supp .
R.S.Text
58
64.5059 414
60
61 60.00 414
62
63
64
65 64.50 340
66
67
68 51.50
69
64.5070 340
71
72
73
74 64.50 340 TENTH TEE 5575.00
75
76
77
78
79
80
81
82 60.00
83
84
85
86
Protected data BOLD/ITALIC &violations UNDERLINED
Page 15
NOU-07-1994 00 :35 EHM ENGINEERS INC 208 734 6049 P.01
EHM ENGINEERS.INC.
62 1 North College Rd.,Suite 1 00
Twin Falls,Idaho 83301
Phone:[phone] Fax:[phone]
DATE:1 -c|4
TO:I H
FAX#:I -T-ofe-G<?og.
v C (^Acvfcf&r-FROM:
-•9 :PAGES WERE SENT 4 c v
(INCLUDING THIS COVER PAGE)c S-l®;''
¦»j *
I'-"
COMMENTS:R '0"
iU&-KsuS'S /PM f WlSED
NOU-07-1994 00:35 EHM ENGINEERS INC 200 734 6049 P.02
EHM Engineers,Inc.H ENGINEERS /PLANNERS /SURVEYORS 621 North College.Suits 100 Twin Falls,ID 83301 200/7344808 FAX [phone]
1_£Ci2 Vali^cV
DATE 11-2--°H-SHEET [
JOB name -JOB NO.
BY OF .
Y-uStR-<$t?>¦
4^s \o+oo At
i
•<m i4-+°i$;_' ;¦
soo AP
I I
«5o\244 \&
^04 0p
503,^4W.q£
Bn +-\AP
4-1 +Ifo 2w.fi>
4<v-ni.jo Ap
501 46Hl,fcS
5t>&>
*-
"MbA^SA
•2 1 Sen .94
2-1 G"57,oCs>
"U nos.6|
....21-7 <S4,"is
2.1 tel.51
...21 S4l,<n.
21 6^1,?1
2.1 52-^,11
''2!l5.i 43
¦Vv
£\4~h.8?l
|49BS.2-2-
I S 4 pCp *\Cs»
\^£3£>.SI
\k3oi .G \
lie -It!.D1
in 2-ltf.(a\
I *[%*{%,oe
912,6*1
{SS-41 ,B>(
|g>lo5,To
19o4*|,%e>
19B&1-©3>
si
tfn4c*.^i
i •
'!
....
I
'5 n-1 .5 i _.AP
*I
96+es.on ..,.
£?C?+¦
G3+ocp j &>\,
£4 +sn a 4
^*1
E$lo
!
¦¦¦I
Ar
5 icfc
2.1 -02S-&1
-2 1 loB ,41
;;._rz.leiA-.49 ..c=e -S9
.:AP
S>U
512.
"•!
c,\t_13 +n p »-£«n
luzs.nt Z'jz^c?-i s
SVB
I
-z«?054-ns
!Aw^"Z-U-..."z-o e>d"z .iCo514
-I'"'-—J-¦—_T
+s,2.k^-z,0 _c?c?7^
2-»oee>.^-|2^4-54 ¦5S16.V6>o>"2-1 £_4Ao=51 C*>
waslslde OWw Building 51h Streetand1si Avenue Kstchum,ID 83340 20&72S.357H
NOU-07-1994 08 :36 EHM ENGINEERS INC 200 734 6049 P.03
EHM Engineers,Inc.
ENQNetMS /PLANNERS /SURVEYORS 621 North Collsgii,Suite 1CD Twin Falls,ID B3301 203/734-4608 FAX 73d-5Cvtg
I P^O V/Ac-Lfc-V -cM~
U -<V -e±e\-
JQH NO S\^\JOB NAME
BY .DATE SHEET OF
^r^Tl O KJ
_cMfe-.;\0 fCo
£444--3.1
5443,JB&_
W-i&d.
tori
«X_
!..
P-5HZ4-.ZH .54-41
.54.S:>..4te_

I4...UT71 :!»¦Lr'
<£_1 G5U-&I
I :
5!4G»3,..7&
_l 7 5
_jP4:53 .o&_
—:f"
14-
;14-Lrr .
1
i.1
Ii
riVon -43i t5
1 ...54.^.^..
.^4 5>.,..B4-.
ii
.; .i
I 4 L-TT-!r »-
II!L
11±4&J(c2l..!ft-J .....54 sr_(p.,5.1
5-4.S.Z:..'o4-
i. L .1 rAfrfI
:14_UT-
3LJ
-Hfrtei
;
~r -I
m r1ii
i
I fefeo ..-SAJtA^-
Lj -My.#
,I ''^A-ST.To
_1 !i
I Ii _4—t
1 1lIII
; k^o/icof
I .
i_.!5i4£»S^2J=»
_5"TT3.,.2^_
'
±i-54 tZ <44--
13 <57..^Af»gpo 1 i

I \4-rJt-
—1_-OA fc£T
U
¦
-—
Ai fer.!xW
TP
:!
L¦I •13 -n\,3Ej "&iI...
•r TiI!iA*r P^n
I
X.
i;1
I -
sAto->_lA
5_4-_.5-fc.jzB
1
rdirard
r
J rv-
T4 L-TT_^
•1
1!t
!1!i!-I •__jB444x_6>o
..!%aAfLj&jt;
...
tlUc^-fe-4.1
i ."!1;t ._...A 33'\4^Qt-'
:
I....
' [..
I ":
W«asid»on™Building sdistnwtand irtAwnus Kaadiuin,ID83340 208/726-3578
NOU-07-1 994 08:36 EHM ENGINEERS INC 200 734 6049 P.04
EHM Engineers,inc.
ENSNffi®/PLANNEFS /SURVEYORS S31 North College,Suit*ICO Twin Folia.ID 83301 300/734-4088 FAX [phone]
/&¦z 4*^
JOB NAME 1 PC JOB NO.b l~3-4 I
3 OF
Q
££lJLBY DATE SHEET
1 i 1
! i |
fc-U-fcv:...
5 4.7 o-45
54;..5®tAo
1 ....
L ->44-Ml _
: .Hut 1 ¦
i
!i ''..L
L— I-
IXTL"".^4^4.,n3_.; *54 5.1 ...TO..
....._546>5_._33-
¦5-;4.55 ¦Q\.
I
I .1
_[14.
!
L£TZ iiZ441(^-47._5"44s?C3.[4p
J5AU5.A=o_
.2^2..
;
1
i *;i\4 I—-T"—.4-,—r
.I !
Ch&t B 5iS ;
;
3LCL IIl T '
14 4r :._ 544<4 ...17 .
j 5j£5_&-_Cfo
LJ^ASATi-i'
L 154^4,.^2=
i 545 "U 43
1
—¦—T—;;i
.1 ;1.14.1-!Zg~4-U L>s6 ,1i;j
i.¦r~r !
_Ji 4l3l
i!jI I1_i l
I
;S4A.4 •37-%3»JI_2J<>-',5j4{dS»-4:L
44^o <4ft
I 1.1.4 _&ffr i
14 |UT
i
111
i !1 I: ;
%rnt::——.—p.
iSASOHVi5jiie3>,_°4
l&k£g>J Ik.
,._54u \'...!b s
;._54k^_\4_
_
_"V4 14-^4.
1 LS4..&3 ,\f\
___^4feO.;5J5-
J .5415 t "2-5
i •
1
^475,V.O
54.kSsxJ^e
1 _
-i—UAjshiJ—
—L 44 Uxr j—L
J_L_J EL
'¦
?rtrt U J—T
1 I !L i.
I Zfcjt:6jvU 1.iQL I ~;
n
—I 4 -
I :V4_UXj '1!•|--i...1
T ¦
L_Li 4 l I i ~
5o _ii34iJ<Q[.,
M 4_
! i
l£=.i 1
(L=:
l 1.,.._L 1
LLj 1!i J-"
.1 J_<kL, !3ip ie=»
_j a~Ta^-r-1iI!i
._..'i 4_L L j.—.
pr..:.
14 41.
_¦•\4 uf-i
Weaeids OMqb Building SffiSireatadd 1stAvenue Kettfium,ID 83340 a»72S-3S7a
NOU-07-1994 00 :37 EHM ENGINEERS INC 208 734 6049 P.05
EHM Engineers,inc.
EN0Ncsy*ra/PLANNERS /SURVEYORS 621 North CoilegB,Sufca 1CD Twin Falls.ID B3301 2QB/734-40BB FAX 734-6D49
...be JOB NO.^I "5 IJOBNAMEUCMca
11 _-V -
BY DATE SHEET OF
~-v
I I
::r ..._¦&<-*y_;..-SrTffJTlO*A_:...'
...\Z\.*yz..oz.^3._.5.4 &3.
-54^1 —13 ._
_S4.ru*.•si •
2 s.
Ad fei :
:d<-T j •'T—
!¦—
i ]3Ainft,AS.-i._5-VS.3-x .3-P .,-
"S3 3.I .G»c>—.
___.XLd:.__
I ..\4^r.|
-i^JrXl.
ii
—4„
!1
I i 1! L
<L 3~ldAAJai.... 5^"feCo -
...
54B4-—
-S3
|:
iifi I r
\z&x elV-
¦6±?._L ;
.lA'js-ii"_
m'Jzr_i
;...._,.j.
i L .¦
_:52?.4 30-^3 _u._.5<4ar.6-.Jis
.SS.CS.-&5l.
-——,
;
~TT itIi_J.^_1.;
i f i_.
19l.±Ti^e4.
.1 -u .4
..55 i]o ¦*i ^
1 i
i i
...14 SrT.
:.Wu-x:
1t 1—
:
3 J.
WW
1 s+i&.isi
-111—iid_S£L 1 I
1 i
F .3o _;!I L 14.LTI ; —1
Ii
d^iLisC]
-U 1
¦'ssls.IS
sis ft—©¦?—
5&B&-C-3S
.i .J -
's's h.ic,
u.ssb-eL
ssrju,-2^
1 /l3Li
T JLl —!::1
U4^J=Xl
¦
!J.
—T
1 —L

v
!
L ri
r ¦4 :
1
:1 1
.j i SS'pCcP -
s's.ks—tsl
^Azhci ulU
S-dd I-Zo I
&-L._j_JAP5>C>^_Lag -+«
!li^jyv
itJu£3ZL.iJ_j
:
t r 1
!P-1
.._Sdd35be_.9-&.I1!
T\\4-£-Jrr._.....54*1 6-19..._
—:—p 1 *-L-l—
i ;
!
1-
Wasted 0Tfo>Building 5tn StWBtarri 10 AywiiM KfcWlum,ID BB40 2W7»357a
NOU-07-1994 08 :37 EHM ENGINEERS INC 208 734 6049 P.06
EHM Engineers,Inc.
BMaNffiFB /PLANNERS /SURVEYORS B21 Nortti Cortege.Suite 10D T**i Fate,ID 03301 20B/734-48BB FAX 734-6M9
lel /& ^ JOB NO._
--<=\^-
DATE SHEET ^
IJOBNAME.<^2
t
.SJSa C^\ys:\rJTBY OF
R>LE-.^TfeTI OK-t (-CV2-TIO.H-.
<£^rio 4"fejl,8©..."t.^-2_I'•—
t^LLferi
L4-.l_Lr -!»-
J—.i..I
C L *h.+3.\,.(*£ S-fe&jJJlT
5 4-&L,3i
.54.S?2„S©
SP_TI
14-gll i
A .LXi i
-4-
I i!
.
:<L-!:
L
—.—I,..Ls=!C_:...
46 ^i in .54£>2--"&2--
_SA2>A.3U=
—54-S.l
:
I i
7I
-—f r ::ct*ta-.:ss
-\4_F3_i_i 1 —i.L_J i _L__:
14-l.t 1
l_: | J
4^i J
'i4 Vy i
^xalSI
i ! 54
.&Sl
5 -So7
I¦4.
;,
!IIJ L.i1t_
¦
5ce>35iLJb^t£
£A5^_5Jl
^
,
j j.-r
T
T j 'Li LLi
:!<Lj 15Zj-5_L.-|\%j
i j 1 J ]
j_i
SJaCD,feCf
!'
rLIl4b&T
_X4JlT
•i—j—r .
.i
:
.-.J
4 34 -
I4-&1.
2.i +i-t
4-—
".Js3-taSJ<rt1 5"5"Si-AHLCdJ
_4fe5'®?-..53l
i ,¦?*«¦*,2*=
T :
JL
4 4
;i
Ap S?I
I I 1
.....ksroB.jj£
.jljj&sis:..££
55 &S .3*|
,_L 553 -Jtfis
'j
r—1 - :L
! isgoc,-^-.
!|4_E3
14 jUt
*fr_jparj_L :
•'I !i
i S5>-4t\(o.5Lt
5 I ;;
i _LJ 4_!H-4--
:...
-?l :
¦i VT!i.I
~r—h-!II
¦S&4?B^al 1
:I l •
7i! L_3U_JJ 1 j__4 -iI
.I-L
t^Lrrr i •
i
i :vi.•',.;
••¦6 n •r _*6^
£4^
"—b"p 1.2--
i
fean .
_
r '...—s^r i
:i -i_
i i
Wastsi'do OfUcs Building 5Th STWt and 1at Avwrue KsMwrn.ID B3340 2CH/72H-35TB
NOU-07-1994 00:30 EHM ENGINEERS INC 208 734 6049 P.07
EHM Engineers,Inc.
ENGINEERS /PLANNERS /SURVEYORS 621 North CoHr-ge,Suite 1 00 Twin falls,ID 03301 20B/73<L488S FAX [phone]
IfCO L-E^V _E ^A3r3J
R.S C^C-VE^-pC^"DATF 1 1 -OA 4-SHEFT G?
JOB NAME JOB NO.
OFBY
;
<LAf*3 to 55 ^"2-e<?
^^•«=n14Pr
14:LT
6*1 LTT
!
e1 s^i-eo,e>4-^2.4.^
552-^¦<43
^\l -4<~
55 34,5<L
vs,
£14-
'14-
^Lr
fro4S.UVrSt<o ^
14-fT
...—14 .LT.
!
.1
^|4^>.5"7 5 5 2-U-31
(4P-T
14 LT
55 \Z,2~*>CeVt OO .fib f<LAfSII 1552.0 .04-14 clT
14 LT
2-5"^T"
S4 LT
55C4 ,G4
552-<*,|~2_
5411-
sL 55-11 .54
14.^5
SSio,54
G3 448*1G
1 4 lt
...L4LI
«S5 .T§
5S2"V -^2
Sson ,fz,
55 I 5 -
SS08 -40
55p«S»-4"4
55 1<->.e?"2-
55o \.^2-
S5"25 •45
<54^,5 4
W+^l.05
I 4 f-r
1-4 LT
bl +^°l 7<L
\4 (*r
14 LT
>4+r I 4As?*5\T-
I 4 l^r
*4 lt
.-ZL4-KT
4\L.T
J
Wostslde Office Building 6tfi Street and 1st AVenua Ketcfium,ID 63340 200/726-3578
NOU-07-1994 00:3B EHM ENGINEERS INC 200 734 6049 P.00
t
EHM Engineers,Inc.i ENGINEERS /PLANNERS /5URV/E/0RS 631 North College,Suite ICE Twin Falls,ID 83301 208/734-4850 PAX 734-6049
V^ctCV
V-*73 "DATE \\-05 -3^1 SHEET ~1
(o%+-M ,CcC?
Gȣ+43,"*|
(fi (o +S°\*S>~*-
Cs>(c>\-1 Q.(e>1
\JOB NAME JOB NO.
OFBY
^5 H.&1
552_l ,£>S
|...
Q-i
!
<L.
a.55 V3 -T-S,
SS"2-\•2-e>
55o4 -15
(4-.ten
1 4-LT ...
SI7-B.
&-2-55"o
^I 4 ¦6*1
^4-1
5^^4 -
55"o I -S3,
55"2.^-
4^-
\4
14-u-r
Eock .. !..._
14-T4t~
1 4-iLt
2o t^r
:..IP -tc?o>
•5 <5 oqt,C=>o
551c*-ol
SSS^.Cp l14t^r
(4 LT
£
10+Cp \.^1 5S"(^,"2-"2_\2-OC^i *55*4 -
5^=0 -3~2_
55BZ-.I
*5"8^p=»
5"4sn ,
14 S-T
14 i-rr
^-T
-Z?>LTT
45"t_-r
5"rc£^.cP|
54-11 'I ^
I ICH 11-14.„.c,
14 pr
I4 4^r~i
54-1
<54-11 .5o
1 li-ll;-\4.4,
..14-^"
JL4U-r
.L
„.1
yU«ataidP Office Building Stfi Startand 1st AV»nue KbWhjiti,ID 83340 204726-357?
NOU—09—1994 09=35 EHM ENGINEERS INC 208 734 6049 P.01
EHM Engineers,Inc.rgj ENGINEERS /PLANNERS /SURVEYORS 621 North College.Suite TOO Twin Falls,ID 03301 20B/734-4BHB Fax 734-B049
\2L 5t3 -3 1
DATE I t -<Z£5>
JOB NAME S JOB NO._
SHEET 1 £»BY OF
Cs>*3 v \,Cc •ssn.s*}
!
W&Otto*-D^ta Avai las!
4.-f-4 \££2-1.
^0°V .2,5
i
K«r
14-l-t i
CaC?+¦^=»*1 .S2.
IS»»^C»
?5DV£P.L-IT-
n
(.e"r t
i
_1 -1
i
t
DOPost-It"brand fax transmittal memo 7671 #ot pages ?
&g-c.CaFromlfc"T7H Ist-t/ce-r
Co.Co,i
PhoneDepi.
Far*fa«t 3j»e>-
.~
i
¦
;
i
.—
i
i
r "
i
!)
i
I
i .-X,_J.
Ketahum.ID B33i0 208/726-3579WrtrHirtnflWr*RlltWInn fiThKtmot onH 1b!Awwniu.
T0T8L P.01
NOU-07-1994 00:39 EHM ENGINEERS INC 200 734 6049 P.09
EHM Engineers,Inc.
ENGINEERS /PLANNERS /SUFNEVOBS 621 North College,Suite 100 Twin PhIIb,ID 833LH S0B/734-4B6B FAX [phone]
I PC t\-0«p
.DATE SHEET
sum
&OF
JOB NAME
byT2-.^.CAt-^n~7
52 JOB NO.
!:.£c&yc°
Wis.45'
t -^r^t .\4-'
zd^teTT :
.„.:
Nsi^..g-T-
T4 UT-.
——^*4-4-4 ,^&
—kgfrfc -8^:
!4t
J.7 :>!3fe"
!\4 ELT >
il*.UrT-
i
!~ L
SB 4 i
L.:
-.14 f5
"Ku
...—
jjg 4^.
—....
j_
t !il i:_L
Vo.CtL ..4.tI ¦n.CM g.55r®4^ri^rLX:^0r ;
4 uiJ.
i¦t _i :_.,!.:...
j :i J.
.f "7^~;1o4Ht=h>.1 Lj^V—J 55^/41
i 't.r,u,'.iiL.:0i
i
-
:f!=!I i:
•:iiF!\"m -4 rj fc?33ff
.
..K—
f 14!E^T"i
V^trr—zf
:l5A
t *S7jL j£&
i
*mm
I
:1I 1
J,!~_l I—•I1&
:.S4<1^_33-
.54m,13_
^def0.4c>
..:...T^.OL
/If V4-;
::i •17i4g-r • :
i 14j \UT i I 1"1
! H±f~n
^6'ig£r!
i 1l
i .
+
i '*~ii
!I 1 -
!J_U
_._L_4 fec_J
.! lL4-..,Lrm
1
i "I *: rz
4-1<PU4..W7t;
_L i
i
I
—ill.>l u.Et^...
_n4r+-ac:-J54s.
i
bl
\4zJ^r:
4l4-Lr.,
_&3Sf\,&l-
^4*1 ^aS2-
i .54S^-?J\
!I .,_
-i
Westslite Offic*Building Stfi Sbwi and lai Aranu#Kuftflum,10 B3340 3087263573
NCIU-07-1 994 08:39 EHM ENGINEERS INC 20B 734 6049 P.10
EHM Engineers,Inc
5NSI\fcfcrej /PLANNERS /SURVEYORS 031 Worth Collage.Suits 1QD Ti»in Falls,ID 83301 208/734-4868 FAX734604S
JOB NAME I PCo V/krUlE^
—
JOB NO.
DATE (O ~4-SHEFT __&OF __BY
Ek-cvr!
i^n.OJst:
1t'-1 L-: ¦;
,ns^7..s&
_5Asa_*.&i_
^53-
JSMLr.jLO _
Lfl-P-rr
JiuT:
I t j
:;
I.
•<
¦;i —!mJL
<L"'1 !1^7 *3 "t
X^+.fe0^.^1
*U*_.:I
t
.1 4.jLs-
I
i i
i Tii
:
¦—4Li ..
!5 -i.i
-f i"1 :i
:-
....
:I 1 !!_L.4-_i—i.I t
i t J.
7 II!1 .
.-„L I—.t
1—V"r~
i;t i
ii i !
T iI
iit-4-i-
.i."!I i
:
I "i"-7
iJ
I
i .-I.i a ...;.-u.
i ,L!
X-:
—
i :!
:J.-X.
!
h
!i+"J.
(__
."I i
i 1
7¦
T
i :¦li•TT
;
L ¦
IIi
I .!
'¦1'
It
i
J.uiII i.
;:;i--

i:
C /<yii
hi
-T~I;.u!
_f7 !¦ii-L rf TI!I I .4i
1
1 L,
±_7 I I!i ;
j
I !tLJi _L_
H-a
!!i ;
!!I i :
.j.i
;
!i
.1.:
—U _L_—I :1!
-:i
;is . i -\i
i.j.
—
'
1 1ii1-
WestBid*Otlfc»Building 5th Strwi and 1stAvwiuu Katetrum,ID 83340 SH/72^357^
)SEC.COR.—
FND.BRASS C,/>1/4 COR.
FND.BRASS £5 /
4/%MMOltn4vCOoo/*
-z
w .%-u\a"CD N)m cT>CO ¦IX]a:So
S
H ED
IS -JXIenen&io$CTt SCD
^p.
U3U\(O W
*o\
%k -p.
X)en pv00 Qo<nenAP&ODt/>N>xl xa>
<<J3L*Pyo^'
-J$W
J r"„V r
Hen
CO ,<w b <<bwtOOl1-
a
oa
o!-P z fcz$
sr
s CUM$w -p V l£m-P iO,
*
e-r-P trtr.w,\b -J•/m
•xl O z4<1 %lO xAW>&CDxj\5SCO JP-x 5 a73o zxlxl0q>&LP JP-men"Oxl mCP-PBi\ZlCPit/w dWvi en&?/tf 5Off/kT
00 ^
rL^xj
CJiN)
-~"-Pp
zoDOnoo>TR60%°§N3 CD n -
CO
ID M
""CM
(X (p *7,®
W
m
m
yej
mgpj
/O4 z
ARA
¦mzwww?0?5.41 00I e-&M XN01'28'22"E
752.48'
O o
O i/)
c9
z -d W \¦
o |Xor~-CD v?CMLD 7o w"O mOm c/i
00 15,.CP (O °u*\<ji n ¦
LP j?.-UoZ\
r.73+mmO:M PO
D p
o Ki
-K>
+V
-X o
/-p-a'-roO,-.00 l/l Q+in rx¦O OD$JX oo soQC -F»-orxrx.IC/3 eD uCOzCm+
•sj-'Km
Mt-CD
00l/l enfT]s
r UDz,il cc -i
oJ <3 cop
m r\i "0
OS I—1
1/4 COR.
FND.STONE
SEC,COR.
FNID,5/8"R A Sc CAP ><
fo
ro
COto
CD
n
toL,i UD
OJ co L/J
to !mco(O /&to
z gKt
O 'J
P tu
QO U)§°CO
o O/0rOk)\6
UV\o
—MCD
cd\oj
CD \CD
ui
(/f"z
O COQ»
to
UJ O
53£00O'/V-
O r~P (ft vlIOUifit^$AT^-
OImzO£5O/¦03P'o>O QrQ-S
Z O
p
52 S
X UJ
UJ z
to
o vl
lO -P*
//VI
a'flr
C-CO <s>
vp LT00
CO
tu 00
00 -05
O oa
vl
/V H?9'0 7
®C\J
-3C
f 9s^£
<d
O)
Cb
c ^06"00'35"o £f—f T 766.28"
Qr'cmk;O
Av rO 'O O o ro
<>3 LOo CM
cm/,-O +
LOP
o
00 *o/;r+/.°o
01 no
102
I/)2 01 m CO
m c
a:L0 C01co>--T—If)3E h-
$I—(00LO
P/II or'sh ¦<
O
J—a <7 to LOf
r
oa
o
D to
Cd A N)J
OJ"0
1/4 COR.
FND.STONE
22-141 50 SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
Sk
AMPAD
F"355 *
I
Z ¥$•
i r i
s -rr ;s
i?>c e
I t
->Vi0-*
Cki'w Z-V rV
*"*'
v*0 K)\l -Av>
0_A-iff-A_££
0^X <bs¦*soo0s>r
3"5.§•A<a -,vr -'<5>$MCs¦S c£-?'I^Vs 13tA
U\*o7-X »rX ft?s
orC;¦C-*v M >y
^7~U»^
¦tO1 *®^
V>J \n X-f^\P X.X ^
CA X-eT°\3 \X X
X X X_s>^oo XrJ v*u\3*S>o5~-0 V *o t?vy *j**^\V-V1 X XXxX~
—^
X >1°TT \J>
<r<jv X 0>"S >rf*1 f<-n i/\X X v H
v
S \K»9i \\-4 ^si .-vnVI
0s,«•<iJ4 v VvM
*3
3LvJ\u>V-us)<r0<A*»¦—¦*»0*^
^V>!V>l s_/^5 0^0
Pir o s0ovy0zr0^n
o-s*0 IV
s-KA
IDAHO
POWER SHEET OF
SUBJECT BY DATE
CK'D BY DATE
\y>o*
Y
W01
L 6*:h "F 1^0#!,
^«nA*!tVWoo ^0*V
*d U>\
&A L
I
^"=XP 00 *
(
44*5 >LN
\
T>
$V '\1
^1
„\j -\^°I ^
%-*)<&w
i\v@ ^7/
t
rV
ISD-050
IDAHO
POWER
v)_AVV^Y_EAf^d
6TP-.AcnIA _d)
SHEET OF
by "T-^*iYH I kki 4---Z-1 >ir*SUBJECT"DATE
CK'D BY DATE
4/iJ'
VA'i\A<i (S>0>^4^1 (££
I J 4
- *T \aA'A J *
O.oxv
?i
'NIC-»I'llH'ttJ
Wl(Jo U?Ap^
<r~^1,
-O^ovMo.
-=II/)i
Z-.Cot4pjc.Toi£
">1^'X O.^Zl
-'bPj I
aa
Ce cWt xZ~£
i CL-F
k?'ciz.
CPOAf2~
Gn .U.»Aom&(^t ^^
%\X ^)-V g>%'^2-*(0-^g>*+\fe&*3
a
-£1,^l£b:Pi--Iks +-60,c?H-4 -=j'/kf^\
VAJAppt-t^r>
7_
Ui.l^frtfoM-0.frLUW i
&Up [v *fu Cyipzi^,
jferf^fe tpjpfe ivi'nl pole a-U*,ISD-050
22-141 50 SHEETS
amwdI 22-142 100 SHEETS
V '22-144 200 SHEETS
/
sS>-£0 Xtl5/Q>X /l$>Q—I %V)>£o_<S~«jv
X ^/Tn\G—%V IL>*r»**
->Us ?fX /ivh5 €tV
I /J*5 Ofc
r <,U I Xs<"S
f *
(•+$41/Nl/>r>
s Xr1S>N
<r*5
=U_S>4>cy->-<s 7T-8-n st
ir X$t-+~n <i0»(I /~0"S<aQ «"J?#r*¦s -A-J £O *w*<Co
X F-X «A*-I Qj>J\I5 C5s?^1 JL_ >n -H
iT5£v-X\l<'|l >\w -pM5^r -Xv°orFfr^T *'I *
0><I \-t3 i\)o<
u X
vn TZ"S \&$t -x*"r
ll\X*?5i 1"-fit<.^vnsr<5~
"I\r 5vA5 -h»V)4*X \|vnv5~c
5 ?¦^•t-iiH \rrjJ\
t ^a ^
r l
^-fr
i
yj Ht
\-t)I0_***\-r
3
X
C t i1
o o
\AvA
\<s>^tT3 \\r*
_u r\<2*\r •%xoj0<-J *rt-lAc»c_<¦_»
22-141 50 SHEETS
,a»55dJ 22-142 100 SHEETS
V—y 22-144 200 SHEETS
o
s.ZZ
^c,
"5-
<TK
X
ss~%%
vy+*\1<1 vP0\Q
i0J<s.C\S
UJ\J 1
+&T<s^>.-i rP><.£V*5>^*~u v>i
r
c>
c <o o A>tT "SV*4-BO*vJ il0"2^v>Jr vP$o
Oeo VNVv3~TT \A X€
«•
\T <z
5I 3r7>££i>>*oJ<1,
-o
XiAj *
_j>c',0 C Hk-£rl¥Q£
*5 f?I
2-y v
f\
b Ui -I
*S"4
r*»*>5"
0>|N <"do-s B
X<z_ft fto T^ft0 F£5?c~^S-7^rA+c>(/*5iy<r
t/
f
22-141 50 SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
§k^—
AMMO
*
vJ-lMl v5A vl>•—1-fl
c.
2 1<
V3 C11
Xsjl "R*x>Q O
?
<3^3
-£>A¦cs-o--r*Oo<=3 A -"T\c£*«¦<*o_11 lAz><TS 0 31 *\r>3*jpc/s vT H~~D~0 cZ.5"<rlls-r o5\Ts S>(i I'os\T»KSSOrA.31\l i»a
V*<S^s>AN £*IM
i <3*\iH-_s>^<s>l\(/>vn <s»(iusVT*<oo <$>-o tfc5 —VI llJr1*
«\T>f°1^—-1-fc 1*%%f \S i'\
0><S^-3 X
tT>r*1^$vAI(I C u"IS -X>to
<S~-V VA %S)\>v>»_^lA H
vTt s \\w-^)—I (<*T3iSo
<s^TP \A>A vn
c®*o
vn
-pt
22-141 SO SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
a
T
'—I
c.
*^-g £s §o
T*
>r~VI?
rr 21i ZL
Z-z_s.
rc\o \J3r AvASIA oJ0s^1 e?X y-j
Js>7Trii<i
x ~-V>»
—o cv
~ Or-
\v>><3sav—
—1 1 _s>7*y
_a yfi JC-?*?
0 r
4^<3
5il0*V5s.r
o4o f*£A-fc.vAvAv-\A
vAON 5vA¦s=
vA r3 vjv°r
oCO<4 o<r~<4 H*-cr3 u?*Ai\
1$AXo
o \/
?o3 T°£XvA o
TO
t>i
5(X!-
cI o0A
22-141 50 SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
n
AMPAO
3.s'
^z-J ^r
^3}^*£H<S T*5 --^7-^^
cF c~-
v~
V-+X -X cs>
z.
<31
<s-_g
-A
X¦—\-2f"v>
€¦£
r -s~.vP T¥<3
l-V —\CjpO
1»T3 ^
-T5>vJvT3ZvT-~<s l^-i1 -9-
<J>V3V"r-§*^c~9
/5 <.(ft<•£wn—\
u x X~^3 \hvhVPZL¦Vi ~%
-ft r~^X.?§?¥5 3
x m <--A
rQrrv ^
V—1
<-\T^
T?
22-141 50 SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
ft
AMPAO
4
vJ>
V «?V——r—^'<
I
«•
¦S\,I'-+
(I *¦—©Jo
+
VP,<
5 3
O
-
££
C \I
T T*
>c z.I-:>
£
"J
v
£
22-141 SO SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
A
AMMO
7>
5 Eff•Hi\
(£>ts >-<
rt 2 J -^X **21 z;
4^-Si*-<ws _£>
-0°f°0 vT\
£<CF;i
f r
TO9ZX>
\
>
'IV::•i
.«9
z»
s?"Z_\3>
5 Z1 5^Tr vAeZ_&V32_Z-
f\
Q v
VP to&o 2.I0ro3nM¦p •c Jig>Uv5-f <3><1 IIZ1 -Ivj\f*H 1-
?S^u1
X Sl$|
Z-7^&^v?
II J*
(I r0»>
\n.H
€-t*IT>vjJ o0 S5 5d ~v5"P-C i/i
I I »s 4 -3 Ip
XU1_s>f1 ^^H ^
-4 ,Z-o H •
f ?¦ft rl/»£s £1 rhc>—*z_a ^<3 v E>o °xt c
*a %
z_o >^
^:5 o3
^5t\1£Xot)rv>t/iOx ?(Z_vn :v/>y>>t/\iA ii (Av/i*——
•—'r-<nIPHtA"P s?,^
IDAHO
POWER
CUEAgAf46E To ?oue <?_by X L,fl-HLU p<,
C,S ^Tforfu^eS
SHEET OF
11-19-1*1SUBJECTDATE
CK'D BY DATE
CH££V-foP-potLcw im C-]
f 7-{go"F 6^\A/V\Jl.fc!/)
4 =cs0 i'sVCjvuctop-E i T>o°)
=iHy>*I1.Va/X "Fife:
H 0/i "£iM |*i I "fCM &~T^ixj*1
w{t 0--2-L
I
i9-
f
J Ifafc-t -36 ,6&d"''I AiA 6?"
x:
x —6?5 <x>f>£7 -5*2-,>33>.7>
J .o£
1.\N\,S^n -3^o'^7 \36#
\iv\jfi.y'ols^!'«1 W>Qyn ~%$id*
<J Xc>i\c1 -|JV ^'L^J3 i
|3fl\am ^.
1-2-m/fffX
Ur\
X *63"6f^3*>.?>0
-54">33.3
7 -&\c
&
1 36
y
4
ISD-050
SaiDAHO
POWER SHEET OF
J.PHluHp!)1 1-vC-^SUBJECT C'L'2;T°POtE-63 BY DATE
9TP-.htf\Ji M CK'D BY DATE
4-j W
\.w^.Sp<AvY k sky ^
1 i :yyt j"J.H.?
x t 6 V ''«•''
stPu^ope <gij
rr /f7 *'0Ji
a-mr
\yj .jsp^jn o-^o'_*y>|/y?*
(r we 4 /SS-1/-3 H ft «\%i o*\~^7-/
y:iU|4~ypfa Hi y&fc i //^*
I 2-
z^7
&
\iK
la S11
X '5^>33 -7>
2>
ISD-050
o
porn#SUBJECT JOB NO._
SHEET NO.
CK.BY
OF
BY DATE .DATE
C\r&o\~C jw <£S
\"b°Svwa (t^±>j 4-v (?£/""•
(§Q0°&(7t?'f \A/V<Ji =>313^ivh ^^If
(feo#(6*tF<
-#
W'^•^CVVS'iOYl [52^^
H ~^^~L-
AA
i-£v\^W\~'\v>3.va|~"2-3^
-sfe^l ~
\V\^o
n/VY,A •IMwW\
\A/1 vA A 4.|9a a 433
-z-
g.~7^3
ivvff
(o V"bIwi\a A (c?<^cA 433 V
Fz
-no 1^3
NN,\
£3>3gV
Ht*^
^ •*¦^H v«
1 -\/w 1+313 119
X
^04"3%^^
x --c&*'«w"-"MuV V 6\ood \
vsem SUBJECT JOB NO._
SHEET NO.
CK.BY
OF.
BY DATE DATE
IV ^"&V-*zoi
w\.-31 /7.&1 1^3
-32 ^-f *=v>^'2-~7
va/«»r £
-j*»-'(%&t5/T -5&.VJk
arr i-i/i
^4 ~^''"i 5*3.^°•=¦
315*
/,o/^>3-3.3
X
W F fi'^W
0[£&l/l*v£i^i'\A d y Sf>6>HS.
U/iW j-Cvi&'oi -5i'"\w/2-"3"2-7 *
i>-SS-.f
(£/*2^1 =7 333,V -'-okX
4
33*
*
X^ias;om -yib'b'*bo°P .p,w \
c(?~Gl 3//cryf v
51.\?•0 ^
*
v\\V
n n
9mm SUBJECT JOB NO._
SHEET NO.
CK.BY
OF
BY DATE DATE
1CU^l<-Si'.*¦c.I1>4 "
TfcO'-^Ir*W -i«4P5.-^^7.
Tn*'~£h3^
#=T7 v 3 \&4W4¦-/%\*2?
W;aI --uoj^z ,^-Mi.*\"Z.
\.&0'f Hr-313*
tv0 ho
4>-W°
ii -ckX'££>
51^?)2"to'F ,6*psf (^"d (4T -<Vfe4 *(-Hw-I l~z)
jj /\3 "G?1 •kfcs/*rho
X
w
V>l
3.nfc'p-
^ss*
x ^£3>U :.o\<-\0(O
V\I
o
mmmn SUBJECT JOB NO._
SHEET NO.
CK.BY
OF.
BY DATE DATE
2^-=3^"
tDWS Cv4>9."t^.
-9 5 O "=>\1 /^wK 2p
U/d.=3?'-37^1 —¦">^
(a ^
#
|.fro"p --395 *T
-e-*-5&-7*
x -55 SfePKu^
)V1
35 S
bO"f Pr"<*\1 -\-U^12.1X,
53°
>V
-5V(/>x
1M0
<e
•>A0
\1(/f^Hrc ^-HG'7D x -4s.g>"3.
.\ol
vJ
to
tiw-Hotit.O
Fsw-vert,I
1.
s'(>—O
to
is
F
F-j--\/£.£T
IF
b
<0
Fj-vetrr
IPt-HogJi.
0*<0
FI:Y
F Fr-ve^tT-Hor?.,
c4
o5
><
o
§
%
H
brand fax transmittal memo 7671 I #of pages ?
'•We-Lg^y
c°THqi'a/V'M pe-rtrp A-U>u_p
HV bti-Tl#|PI'°""(Z0813fi-5^vv
Post-It™
From >Ti m pn/L(-/&
Fax #'(l>|(gftg-_5|Z£
/mini
NOTE:
LONGITUDINAL VIEW ALL LOADS SHOWN INCLUDE OVERLOAD
FACTORS FROM NESC Table 261-3A.
LINE 433
WOOD RIVER-KETCHUM 138KV
GUYED STRUCTURE LOADING
4°—15°LINE ANGLE
HEAVY LOAD CASE
HEAVY LOAD CASE:0°F,1/2"Ice,4 PSF WIND
Fsw-vert=^00 Lb Ft-vert=i'000 Lb
Ft-HoRS®2-500 Lbe-\(oOO LbSW-Hof-t .IDAHO POWER COMPANY
BOISE.IDAHO
F8-lSn>T =IV"0 ^SCALE:NONE DATE:06-01-94F-r-W =45°°Lb ADS.TIP 23A-5031 3 S
CABAtfjye
SHT.14 oADR.JLT
(
<2 Q Ot,^#
OoS^#
-nil 3 Vlw'>(<j«>V)(t.)<iM =
G00I -(£)6,'l)(?<?£}3'1 ^
<?3L)?
qoc^
-fv:^<zSL
\oN1 I ^C,I \AA$V\^]_
^y-
oQ>y\>-ot'^L U/(4/a^t.3 ^fv*1 |V?J[A?(\
1
T«*rz*.-to)T-n y&
q-^y
o
\>3 (9
(<"5^Zj /)
¦=(ys^y =r<n ?)to/
3 53 <-(-HL-)(<?<?s)VI ^
13^—(yy;(Ws;3y =-fto
<?CJ
ac/nSL ^~""~
jpo^L-Z-
OO \\
>7 I#os&
r^-o
->0)^
L7MidV<n ganioo^i-e Q-aj-n^
—Aa >10
on laaHS
"ONaor
aiva aiva Aa
do
J2£2£tl323f d%loarans
Vf
w O Ji^y \ai.^
stmm SUBJECT JOB NO._
SHEET NO.
CK.BY
OF
BY DATE DATE
f
0 n i
i uv d
-6^0
-I
£?\/\,d I cJ (a/»V-C
d"3Sd>^>
C^Ooo'fc
|/^v I/O 1/Vv3^?1 H tA-
VA/i\aJ '
\OC -e.[60 (3
2y **2-17^
3^-2^
\ft/v4 I Z*.I ^g?##0
^'ll^lol U/i\Ad
VA/.vl 4*jZd *11^
-ZWZ*
^-|0 a *
@ 1-1 Owf*'<7^
(5 T'.I -fyVQfr
w;/\d +~1150
-^?3C 4*r
|:|*7<j Its'
¦?mho
*bW°
&
V.i =*J
22-141 50 SHEETS
22-142 100 SHEETS
22-144 200 SHEETS
SkAVP.V3
\I r.y IC sJ*~V61O-|'4 nq-&
y\?-A\
1
%,sv)i
3 3¦3
;;~s>Ci
'o
r+-
KJ
4<S\
c.
b
0
3X
&
%
777rra7i ¦¦I:jia Hi!r 7ii -f4 "7FTtTEjTLT.i—i :4-tijii -!!-3 '7EE[3it|-7I.r-!lOO F"V_:]!jI•T Pi i"4-PFJ_--—~433i
-3 't-ii. 95 129 ^4i!t.
4 rit
¦t(-t!-€EFii!*X90 -7uIri
L
j—J 90 0
*4 -
7fii'1 4 I85lil
a
1 i1 4/0!&~ 7 7DE4 3 .i!4t o<i i1
<GO T80 O _L 1
IS 17LU--t"a !3l 14i5:_75 J.—Id !:LlI i T;1j|.1.h-32 j 3iEH-rrT3ET|I S i -
117 :(¦±__
70 +
m1!'
L zd.~4t"*n.L.¦
i r_lr 7 7;:rI .o65 —I4H0U3011501170:11190 1210 1 1230 3250:1270 1290
¦-._---:;I --r ) I 1
CoMDUCTOrc I emsioki >Pounds I
i mL¦>i.>4"Tui I .:Ll¦b1ILUI 71:
GOLjl .'—¦i1-}i J.-J i—3 3J-
m zl:4 3!1 g:MEDlUM_LoADiNG_D-i5Tr2 cx
1 _3 I "*!_7 ""I *'r'^!1 '37 !¦**'_f .
Maximum Tension 3,3 G8 Does KIotlExceed
4OZ °ff-U LT1 M AT E_Sl P2 E N 6T H <?A_CaBLE .(8,4.2.0*)
"fcr -t717"f "55O 7
4I.h 3<~i>4)"Ta lrr;¦-!
a 50 r4-
:t O i i -4--Lr4Ei3.:h wC.
LO
I •
o !i;!r"i \y/-~D ..LA5¦I 4
:O i I !i
2.X
_-7j::O 1 7 i¦4o-40 -r.s El I mi.EEEiIUJlila=i2
P-zriE4Tr_3 3ZZE"'"37'—3373f7 'j ~Z|
Stringing .Sag ^[Tension CHArzT
.#VoACSi2 ^"Ps^uiKi"
-i rt0zz
t-35 A 1 j IJ„!..LJee ¦i zz
7 EEIii
30 ~rii'i i i17!-¦I 1,200 Ft.Ruling Span
l i ¦¦i i i -•i =
_IDAUO_P.OWEr2_COMPANX3
7I iI
j 4ii-i
25 -74.
i-i i i 1»14i ; boise
CALC3JJ.H.
1 !
DP3_J.MS.
!
IDAHO13I JLI
EHr.r ¦j.j'—..
4it20 EEr—V -3¦Ii it 7!3 -GQ ri :73r IJJ.T r .7 ,:r -r~i ¦TIL15=3 ¦lIIi-•—i1:"i!j
1 "f-!jEIIiIlOlOOO!HOO !1200j
"Con DUcTo n ^Spa n "L en gtHl*yFEEf
i
1SOO13004GOO1700U0071500900800GOO7001:1--111 i i
I 7334 !I 1i !i ii —-i
I
I—b t'mp-¦a ]'=a--¦j h-i !ftI~~r I r

i ¦!77+7:1±I 7T .I .tl rri:J !a I3!'.!J ¦¦::3,¦r ¦!Iia LX!-i¦-!-a ,1 a.jX...T—-—
:m -
4 r ;i .i!—
Tt !z±I ]¦I i;;3=i _j r-4lj —32
Sir
SO
120
£if9:)¦i77
-i :X _1:rr !1_-±=!Ii ./_J!0 _I J. t;iIT
1 /Lx ¦l:11
i .i
!I
29 90 i¦k 3 ::a [•20 uJ —I ;IiIc;!-m !I ik I.27 trt ;I3i..[I-1 ¦,g SO
UJ 1
:
-:26 -r --i--\1 :I.._jF3:1 iTI—!i II;125 £—7 r r-17 I L.!5 t
24 j.T T.Ul 7 —j;!i :J 32 -t ¦¦:23 X.i ¦¦'•t—
3 i;i_L.!J.o<iI II22,0 !t-I)4 I <vr II1
21 ¦—b-r¦I1-J.p i H;r :s ¦:
—! l — j --I |eP^\\
i<:H QO —rf
¦LU
.u 19
O —
nVuoo1590}
Co NDUCTOI^TeWSloivTi^Pounds
1700 j j 1900 ¦J ,2100 ,,¦31300I1 i¦u 'II !Ll i !!
7
.I ip£L-¦-,i-X _18-7 iEEO:Ta
i ¦t.1&f :-t1 ~!!i=17 -i IX i1 r 3 FT"—j i-
4 ;"i:-"jtLMEOI.UM._.LoADiMG_DisT_nict i ;<I 1:-+
_1G j-:——'in ;i •:±~r !J 1-'.
^Mavimum Tensioki 3.3C8 Does.Not Exceed
.40 7o oty Ultimate Strength ^C-^sle (B,420#)
Jl j X |!!I !I '¦i
:r I i1 .C!15
V 14-
O 13
c
2 12-
O 11
t
<J)I5TT.r 7J.S::—...
Jj
. _t ...
i.1 ¦oiI:3-¦L_±.1i5-:.
I -II:I.;(IzI :IX.¦1 -Pr "7 r!£
!U JIoIj 1-!!1 i IIJx7X717it73!J!':•t r!"!r :-]Stringing _Sas..I'ENS ION _.Cha2T_..!I
-7.IO7'—1-j
1-i ¦fir*1 1|9 4—.4_.
I'¦t I 1;;!//w Ho ACS p .G/i ,pEN G Ul N
I I 1 I ¦GOO Ft.flu ling Span
1 't 4
J DA HO......POWER.,COM PAKiy
I DAWO
t.!—8 tEHri1 1]t!i¦_1 J5£...—7 f 1I.i1
i i 1 ¦i I ::I :
.G "1 -T~T \!3 •:7.:I 1!:U.;.BOISE :.•'~__CALC._JLJ.il! j
';1 x Di2.u J.u.a
CWA J.J.H.
s E 75
¦
-¦p
'•m m j-i ::1
1 IXT.:x.rri i I4 !
i_b
i_74.-
1 "jXT.:1 r 11-.1 7-13-60... ;dL:-3 -L.!—J.:!¦_I17..' !:f-¦tI;!f ;-—2 33
—i-
1 1 :7 I "F p.fm 111i7j3.-is H 4—-4.3-T 1
1r !t-i !0._—
I 7?°ixJ
CoNDucfon Span!Length 4"Feet
¦1 ¦11 L ¦——
300 I 50O :^.%0
i i.J :I ••'!
GOO j &OO i i OOO ,400 !-•i IOOO!1 14 I'J1 !i r et K 'rrr1 ¦_T "Tr 3F¦1 11I11 !x .L
SaiDAHO
POWER
VkU/tt ?Ad4£H 60lP COOf^e BY_J,U £HUddl^5
—ik£._..04:ST P.<=>I b
SHEET .OF
4 -1S\^SUBJECT DATE
CK'D BY DATE
cu'igU
-\,*\v [fa*
W-4V tfef
^0'\
<pt -£;ii*m»w)
fii-~3 •Uo (\&\M (£s /^o')
^r O-S*5)0 (pewv'1 V^fo')
>J J-*»v1If^aZuOc,M MV \
'V[o'J
A
AG W-
^'-GL-X
(?o'-CL'2-
SlD
*t££
&i i
OUD ST^.
Cat tpp
tfiu)
a-'poue
MP
H »Hl+/^
x t.c&
tfa si
w*
It #*?»—> T~
^prr^|•—
£lfc»
^-•poLG sIt,6
<f wiOvrtd -V ^l-'o <p efa.
\
I
;»of 1
i
\G1^U£^vv€w»IV \aaa/6 i ?4T^'G|S 9 "Wvov£~\(j
\
I
&I01
I
\
I
\
?f\JWjle.¦»GS
ISD-050