20240731IPC to Staff 20 - PDF Attachments Combined.pdf

USDA is an equal opportunity provider, employer, and lender.
United States Department of Agriculture
Forest Service
Pacific Northwest Region
Malheur National Forest
431 Patterson Bridge Road
John Day, OR. 97845
www.fs.usda.gov/malheur
News Release
Contact: Mary Hamisevicz: 541-575-3144
Shawna Clark: 541-575-3008
July 24, 2020
North Zone of the Malheur National Forest to Change
Industrial Fire Precaution Levels, Fire Danger and Public Use
Restrictions
JOHN DAY, PRAIRIE CITY, and HINES, OR. – As of 0001, Friday, July 24, the Malheur National
Forest north zone (Blue Mountain and Prairie City Ranger District) will move to a High adjective
fire rating, an Industrial Fire Precaution Level (IFPL) of II and Phase B of Public Use Restrictions
(PUR).
The south zone (Emigrant Creek Ranger District) is currently at a High adjective fire rating, an
Industrial Fire Precaution Level (IFPL) of II and Phase B of Public Use Restrictions (PUR).
An adjective High fire danger rating means fires can start easily from most causes and small
fuels (such as grasses and needles) will ignite readily. Unattended campfires and brush fires are
likely to escape. Fires will spread easily, with some areas of high-intensity burning on slopes or
concentrated fuels. Fires can become serious and difficult to control unless they are put out
while they are still small. The IFPL regulates industrial activities such as logging. It does not
regulate any recreational or firewood cutting activities on the Malheur National Forest.
Under IFPL II, the following may operate only between the hours of 8 p.m. and 1 p.m. local
time:
•Power saws except at loading sites;
•Cable yarding;
•Welding or cutting of metal.
Under Phase B of the Public Use Restrictions, following acts are prohibited on all National
Forest System Lands within the Malheur National Forest, in the State of Oregon.
1.Building, maintaining, attending or using a fire, campfire, charcoal briquette or stove
fire, except within a developed recreation site, the list of these sites can be found on the
Malheur National Forest public website listed below. 36 CFR § 261.52(a).
Attachment D_Fire Restrictions

USDA is an equal opportunity provider, employer, and lender.
United States Department of Agriculture
Forest Service

2. Smoking, except within an enclosed vehicle or building, a developed recreation site, or
while stopped in an area at least three feet in diameter that is barren or cleared of all
flammable material. 36 CFR § 261.52(d).
3. Operating a chainsaw between the hours of 1:00 pm to 8:00 pm. 36 CFR § 261.52(h).
Saw operators are required to have a shovel (8” wide, 26” length), and fire extinguisher
(minimum ABC 8 oz.) in their possession. A one hour fire watch is required after saw
operations cease
a. Generators are allowed when located in a location cleared of flammable material in
an area at least 10 feet in diameter and approved spark arrestor.
4. Operating or using any internal or external combustion engine without a spark arresting
device properly installed, maintained and in effective working order in accordance with
U.S. Forest Service Standard 5100-1. 36 CFR § 261.52(j).
5. Possess or use a vehicle off National Forest System roads. 36 CFR § 261.56
a. Except when parking in an area devoid of vegetation within 10 feet of the roadway.

https://www.fs.usda.gov/detail/malheur/fire/?cid=fsbdev3_033802 , Facebook
@MalheurNationalForest, Twitter @MalheurNF
For more information please call: 541-575-3000.

Near Enterprise, Oregon
• Arrow Forest Campground
• Blackhorse Campground
• Boundary Campground
• Buckhorn Campground
• Canyon Forest Campground
• Coverdale Campground
• Coyote Campground
• Dougherty Campground
• Hidden Campground
• Hurricane Creek Campground
• Indian Crossing Campground
• Irondyke Campground
• Lick Creek Campground
• Lostine River Corridor Campsites
• Ollokot Campground
• Pole Bridge Day Use
• Saddle Creek Campground
• Shady Campground
• Turkey Flats Campground
• Two Pan Campground
• Vigne Campground
• Walla-Walla Campground
• Williamson Campground

PHASE B PUBLIC-USE RESTRICTIONS
Due to Extreme Fire Danger, the following
restrictions are in effect as of July 31, 2020
on the Wallowa Whitman National Forest:
Campfires, Wood Stoves, or Briquette Fires Are Not Allowed. Liquefied and bottle gas stoves and heaters may be used. Campfires are only allowed in designated Wilderness Areas (with the exception of the year-round Lakes Basin campfire closures in the Eagle Cap Wilderness) and in fire pits at developed recreation sites listed below.
Use of Chainsaws or other Internal Combustion Engines (other than
a motor vehicle) are Not Allowed. Firewood permit holders should
follow the terms of their permits. Generators are only allowed when fully
contained in the bed of a pickup truck or in an area that has been
cleared, at least 10 feet in diameter, of all flammable material.

Reminder: Traveling Off Developed Forest Roads and Trails is Not
Allowed, except for the purpose of going to and from a campsite located
within 300 feet of the open developed road. All motorized travel on
roads closed by gates, barricades, berms, rocks, or logs is prohibited.

No Smoking, except within an enclosed vehicle or building, developed
recreation site or while stopped in an area at least three feet in diameter
that is barren or cleared of all flammable material.
NOTICE
Near La Grande, Oregon • Bird Track Springs Campground • Boulder Park Campground • Buck Creek Trailhead • Frog Heaven Campground • Moss Springs Campground & Guard Station • North Fork Catherine Ck. Campground, Trailhead and Group Camp • Spool Cart Campground • Spring Creek Campground • Two Color Campground and Guard Station • Umapine Campground • West Eagle Meadow Campground & Horse Camp
Near Halfway, Oregon • Eagle Forks Campground
• Fish Lake Campground • Lake Fork Campground • McBride Campground • Tamarack Campground • Twin Lakes Campground
Near Baker City, Oregon
• Anthony Lakes Campground and Picnic Area
• Grande Ronde Lake Campground and Day Use Area
• Millers Lane Campground • Mud Lake Campground • Southwest Shore Campground • Union Creek Campground and Picnic Area Near Unity, Oregon
• Antlers Guard Station • Oregon Campground • South Fork Campground • Wetmore Campground • Yellow Pine Campground

With tinder-dry forest fuels and high daytime temperatures, conditions are prime for
human-caused forest fires. We ask that you be extremely careful when out in the
forest. To learn more, contact your local Forest Service office or visit our websites:
http://bmidc.org/restrictions.shtml or www.fs.usda.gov/wallowa-whitman
http://bluemountainfireinfo.blogspot.com/
Call 911 to report a forest fire.

USDA is an equal opportunity provider, employer, and lender.
Department of Agriculture Forest Service
NEWS RELEASE
For Immediate Release

Pacific Northwest Region
Wallowa-Whitman National Forest
1550 Dewey Ave., Suite A
Baker City, OR 97814
https://www.fs.usda.gov/wallowa-whitman
Facebook: https://www.facebook.com/WallowaWhitmanNF
Twitter: @WallowaWhitman
Contact: Peter Fargo, 541-523-1231

New fire restrictions start tonight
for the Wallowa-Whitman National Forest

BAKER CITY, Ore. (July 30, 2020) – In response to rising fire danger levels, additional Public
Use Restrictions, or Phase B PURs, will go into effect across the Wallowa-Whitman National
Forest at 12:00 a.m. on July 31, 2020.

Phase B PURs prohibit campfires, wood stoves, and briquette fires. Campfires are allowed in
fire pits provided at developed recreation sites, where all flammable material should be cleared
10 feet from the edge of the pit, and the pit should be free of overhanging material. Anyone with
a campfire must have a tool that can serve as a shovel and at least one gallon of water.
Campfires must be attended at all times and completely extinguished prior to leaving.
Remember: “If it is too hot to touch, it is too hot to leave.”

Campfires are also allowed in Designated Wilderness Areas – however, campfires are not
allowed in the Lakes Basin of the Eagle Cap Wilderness, where campfires are prohibited year-
around to reduce their impact on this popular destination and reduce the risk to public safety.

Chainsaw use is not allowed during Phase B PURs without a permit. Firewood permit holders
should follow the terms of their permits, which govern chainsaw use according to Industrial Fire
Precaution Levels (IFPLs). Generators are allowed only if fully contained in the bed of a pickup
truck or in an area that has been cleared of all flammable material at least 10 feet away. Other
internal combustion engines are prohibited, except for motor vehicles.

Motor vehicle travel off developed forest roads and trails is not allowed due to the risk of a
vehicle sparking a wildfire in the dry grass and encroaching vegetation. Exception: Vehicles
may be used to access campsites located within 300 feet of an open developed road. All
motorized travel on roads closed by gates, barricades, berms, rocks, or logs is prohibited.

With tinder-dry forest fuels and high daytime temperatures, conditions are prime for human-
caused forest fires. We ask that you be extremely careful when out in the forest. To learn more,
contact your local Forest Service office or visit our websites (http://bmidc.org/restrictions.shtml,
www.fs.usda.gov/wallowa-whitman, http://bluemountainfireinfo.blogspot.com).

Please call 911 to report a forest fire.
-More-
Oregon
Kate Brown, Governor

July 28, 2020

NEWS RELEASE
FOR IMMEDIATE RELEASE
Contact: Jamie Knight, [phone]
Northeast Oregon District Fire Blog: www.bluemountainfireinfo.blogspot.com
NEO District on Facebook: https://www.facebook.com/oregondeptofforestryNEO

Oregon Department of Forestry officials raise public use restrictions

La Grande, OR—conditions across the region have shifted to a much warmer and drier
weather pattern as we reach the height of summer. This shift has prompted Oregon
Department of Forestry-Northeast Oregon District to implement public use restrictions, or
Regulated Use Closure, on lands protected by ODF. The prevention of human caused
fires is the primary objective of these additional fire prevention measures. ODF will
institute a set of fire prevention measures in a Regulated-Use Closure starting at 12:01
a.m. on Friday July 31, 2020. These restrictions affect private, state, county, and
municipal forestlands protected by ODF. The public use restrictions consist of the
following:

• Open fires are prohibited, including campfires, charcoal fires, cooking fires and warming
fires, except at designated locations. Designated locations within the Oregon State Parks
system include but are not limited to the following Oregon State Parks: Emigrant Springs,
Ukiah Dale, Catherine Creek, Hilgard Junction, Red Bridge, Wallowa Lake, Minam and
Unity Lake. Portable cooking stoves using liquefied or bottled fuels are allowed.

• Smoking is prohibited while traveling, except in vehicles on improved roads, in boats on
the water, or at a cleared area free of flammable vegetation.

• Non-Industrial chainsaw use is prohibited, between the hours of 12:00 p.m. and 8:00
p.m. Chainsaw use is permitted at all other hours if the following firefighting equipment is
present with each operating saw: one axe, one shovel, and one 8 ounce or larger fire
extinguisher. In addition, a fire watch is required at least 1 hour following the use of each
saw.

• Cutting, grinding and welding of metal is prohibited, between the hours of 12:00 p.m.
and 8:00 p.m. Cutting, grinding and welding of metal is permitted at all other hours, if
conducted in a cleared area and if a water supply is present.

• Mowing of dried and cured grass with power driven equipment is prohibited, between
the hours of 12:00 p.m. and 8:00 p.m., except for the commercial culture and harvest of
agricultural crops.

Department of Forestry
Northeast Oregon District
611 20th Street
La Grande, OR 97850
Phone: [phone]
FAX: [phone]
"Stewardship in
Forestry"
• Any electric fence controller in use shall be: 1) Listed by a nationally recognized testing
laboratory or be certified by the Department of Consumer and Business Services; and 2)
Operated in compliance with manufacturer’s instructions.

• Use of fireworks is prohibited.

• Possession of the following firefighting equipment is required while traveling, except on
state highways, county roads and driveways: one shovel and one gallon of water or one 2
½ pound or larger fire extinguisher.

Other general fire season restrictions are:

• Debris burning is prohibited.

• Use of exploding targets is prohibited.

• Use of tracer ammunition or any bullet with a pyrotechnic charge in its base is
prohibited.

The use of sky lanterns is prohibited throughout the year in Oregon.

The Regulated Use Closure for ODF’s Northeast Oregon District affects private, state,
county, municipal, and tribal lands protected by the Oregon Department of Forestry in
seven counties: Union, Baker, Wallowa, Umatilla, and small portions of Malheur, Morrow
and Grant.

Please note that when traveling from private lands onto federally managed lands, land
use restrictions may differ. Please check restrictions before conducting outdoor activities.
More information regarding fire danger can be found at www.bmidc.org/restrictions.shtml.

To report a fire, call Blue Mountain Interagency Dispatch at [phone] or dial 9-1-1.

##

Request for Proposal 

2020 Transmission – Geotechnical Investigation for Line #423 – Huntington to Quartz 138 kV

RFB Coordinator: Brian Pollard
Idaho Power Company 
P.O. Box 70 
Boise, ID 83707 
Mail to: [e-mail]
Phone: [phone]

Request for Proposal Idaho Power Company 
Table of Contents 
I. INTRODUCTION 1 
A. Purpose ................................................................................................................................................................. 1 
B. Company Background ...................................................................................................................................... 1 
C. Scope of Work/Specifications and Requirements ................................................................................ 1 
II. GENERAL INFORMATION FOR RESPONDENTS 1 
A. Key Events and Dates ....................................................................................................................................... 1 
RFP Schedule 1 
B. Pre-Bid Conference ........................................................................................................................................... 1 
C. Deadlines ............................................................................................................................................................... 2 
Questions 2 
Proposals 2 
D. Contact Information .......................................................................................................................................... 2 
RFP Coordinator 2 
E. Content of Proposals ......................................................................................................................................... 2 
F. Delay Liquidated Damages ............................................................................................................................. 3 
G. Performance and/or Payment Bonds ........................................................................................................ 3 
H. Financial Information ....................................................................................................................................... 3 
I. Failure to Comply ............................................................................................................................................... 4 
J. Contractual Status of Proposals ................................................................................................................... 4 
K. In Whole or In Part ............................................................................................................................................ 4 
L. Revisions to the RFP ......................................................................................................................................... 4 
M. Cost to Propose .................................................................................................................................................. 4 
N. Respondent to Conform with Law .............................................................................................................. 4 
O. Business Conduct Policy .................................................................................................................................. 4 
P. Proprietary Information—Confidentiality .............................................................................................. 5 
Q. Accountability ...................................................................................................................................................... 5 
R. Small Business and Small Disadvantaged Business Program .......................................................... 5 
S. Physical and Electronic Protection ............................................................................................................. 5 
III. RFP EVALUATION PROCESS 6 
A. RFP Evaluation Team ....................................................................................................................................... 6 
B. RFP Evaluation Criteria ................................................................................................................................... 6 
C. Form of Contract ................................................................................................................................................ 6 
D. Entire RFP ............................................................................................................................................................. 6 
E. Attachments ......................................................................................................................................................... 6 

Idaho Power Company Request for Proposal 
Confidential Page 1 
Revised 1/26/2016 
I.  INTRODUCTION  
A. Purpose  
Idaho Power Company (“IPC”) is currently seeking proposals in response to this Request for Proposal
(“RFP”) from Respondents to perform rock sounding at approximately 250 pole locations as well as 5
geotechnical borings along a powerline route from Huntington Substation to Quartz Substation located
in Eastern Oregon.
B. Company Background 
IDACORP, Inc. is a holding company formed in 1998. Comprised of regulated and non-regulated
businesses, its origins lie with Idaho Power, a regulated electric utility that began operations in 1916.
Today, IPC is the largest regulated electric utility in the state of Idaho and IDACORP’s chief subsidiary. IPC
serves over 570,000 residential, business, agricultural, and industrial customers. The company’s service
area covers approximately 24,000 square-miles, including portions of eastern Oregon. Learn more about
Idaho Power at www.idahopower.com.
C. Scope of Work/Specifications and Requirements 
The Scope of Services and schedule are further described in the attachments of this RFP and can be found
in the PowerAdvocate bid event.
II.  GENERAL INFORMATION FOR RESPONDENTS 
A. Key Events and Dates 
IPC at its sole discretion, reserves the right to alter the dates listed below and/or add to or remove
scheduled activities.
RFP SCHEDULE

Event Date 
RFP Issued  8/13/2020 
Pre‐Bid Conference Call, 8:45 AM MDT  8/19/2020 
Last Day for Respondents to Submit Questions, 2:00 PM MDT  8/24/2020 
RFP Proposals Due at 4:00 PM MDT  8/28/2020 
Review and Evaluation of Proposals  9/1/2020 
RFP Award Upon signature of contract 
B. Pre‐Bid Conference  
A pre-bid conference call will take place on Wednesday, August 19, 2020 at 8:45 AM MDT. The
conference call number is 1-877-820-7831, participant code 362309
Attendance is a requirement of the bidding process. Failure to attend the pre‐bid
meeting/conference call may result in rejection of the Respondents bid.
Request for Proposal Idaho Power Company 
Page 2 Confidential 
Revised 1/26/2016 
C. Deadlines  
QUESTIONS
Respondents should carefully review this RFP for questions, clarifications, defects and questionable or
objectionable material. Comments and questions concerning clarifications, defects and questionable or
objectionable material must be submitted through the Power Advocate tool to the RFP Coordinator
and must be submitted on or before the date and time specified on the RFP Schedule. No questions
will be accepted after this date.
All questions and their applicable responses will be provided to every Respondent via Power Advocate.
Protests based on any omission or error, or on the content of this solicitation, will be disallowed if they
have not been brought to the attention of the RFP Coordinator in the timeframe outlined in this document.
PROPOSALS
All proposals must be received through Power Advocate on or before the date and time specified
on the RFP Schedule.
All copies of the proposal and accompanying documentation become the property of IPC and will
not be returned.
D. Contact Information  
RFP COORDINATOR
Throughout the duration of the information gathering and proposal process, all questions, submission of
references, responses and other communications concerning this RFP are to be directed through Power
Advocate to the RFP Coordinator. Respondent agrees that, during the RFP process and prior to the
response deadline, Respondent shall not discuss this procurement with any IPC employee other than the
designated RFP Coordinator as identified below. Failure to comply with these requirements may result in
Respondent disqualification and elimination from the RFP process.
Name: Brian Pollard
1221 W. Idaho Street
Boise, Idaho 83702
Phone: [phone]

Email: [e-mail]
E. Content of Proposals 
Respondents submitting a proposal shall use the following outline and criteria:
1) Cover Letter (2 pages maximum).
2) Introduction – Provide general introduction and information about your company (3 pages
maximum).
3) Project Team – Provide information describing how your project team is organized along with a
description of the key personnel and how they will contribute to the project or work. Identify any
subcontractor(s) that may be part of the team and the type of work that will be performed by the
subcontractor(s). In addition, specify if any of the subcontractor(s) are certified Women-Owned
Businesses and/or Minority-Owned Businesses (5 pages maximum – Full resumes may be
provided in the Supplemental Information section and will not count against the 5 pages).
Idaho Power Company Request for Proposal 
Confidential Page 3 
Revised 1/26/2016 
4) Client References – Provide at least three references from clients for which Respondent’s
company has performed similar work described in this RFP in the past five years (2 pages
maximum).
5) Project Qualifications – Provide a description of why your firm is qualified to perform this work
including relevant projects completed in the last 5 years (5 pages maximum).
6) Project Approach – Describe how you would perform the work required for this project, your
approach for completing the work (5 pages maximum).
7) Draft Schedule – Provide a draft schedule for this project with the proposal. Please include dates
the effectively and efficiently align to IPC’s proposed dates. In cases which the Respondent cannot
meet IPC’s proposed dates, Respondent shall submit an alternative date for IPC’s review.
Upload the proposed schedule to the “2. Upload Documents” tab, as the document type “Technical
Information” within PowerAdvocate label as “Schedule”.
8) Total Proposed Price – Complete the “Bid Proposal” datasheet found on the “5. Pricing Data” tab
within PowerAdvocate. Contractor’s price includes all applicable taxed and costs, including, but
not limited to, overhead and markup. Contractor will be responsible for remittance of all federal,
state and local taxes applicable to any compensation or payments paid to Contractor under the
contract.
If Respondent is awarded the contract, the bid proposal will become the not-to-exceed value of
the contract documents.
9) Labor and Equipment Rates – Upload any applicable unit prices to the “2. Upload Documents”
tab, as the document type “Pricing Information” within PowerAdvocate labeled “Unit Pricing.” If
respondent is awarded the contract, the labor and equipment rates will become Exhibit D –
Schedule of Unit Prices of the contract documents.
10) Supplemental Information – Include any additional information including resumes, client
reference information, and any other material that demonstrates your company’s qualifications
for successfully completing this project. (There is no maximum number of pages. However, the
additional information provided should be concise and relevant to this project). General
information provided by Respondent that is not specifically requested in this RFP should be
attached separately and clearly labeled “Supporting Material.”
F. Delay Liquidated Damages 
Delay Liquidated Damages will be required for this Project. Refer to Attachment B – Statement of Work
of this RFP for further details.
G. Performance and/or Payment Bonds 
At IPC’s discretion, performance and/or payment bonds may be required for this project.
H. Financial Information 
During the bid event IPC may request Respondent to submit the most recent 3 years of audited financial
statements (including notes).
Request for Proposal Idaho Power Company 
Page 4 Confidential 
Revised 1/26/2016 
I. Failure to Comply 
Respondent is specifically notified that failure to comply with any part of the RFP may result in
disqualification of the proposal, at IPC’s sole discretion.
J. Contractual Status of Proposals 
This RFP has been prepared solely to solicit proposals, and is not a contract offer. This RFP is not binding
on IPC. The only document that will be binding on IPC is a con tract duly executed by IPC and the successful
Respondent (if any) after the completion of the selection process and the award and negotiation of a
contract. IPC reserves the right to reject any and all proposals submitted by Respondents. The issuance
of this RFP does not obligate IPC to purchase any product or services offered by Respondent or any other
entity, or requested herein. Furthermore, IPC may choose, at its sole discretion, to abandon the RFP
process in its entirety. Respondents agree that they submit offers without recourse against IPC, IDACORP
Inc., any of IDACORP Inc.’s affiliates, or any of their respective employees, agents, officers, or directors for
failure to accept an offer for any reason.
K. In Whole or In Part 
IPC reserves the right to accept the proposal in whole or in part, and to award to more than one
Respondent. Furthermore, Respondent understands that any "award" by IPC does not obligate IPC in any
way. IPC will not be obligated to any party unless and until IPC executes a definitive agreement between
the parties.
L. Revisions to the RFP 
The requirements specified in this RFP reflect those presently known. IPC reserves the right to vary, in
detail, the requirements and/or to issue addenda to the RFP. IPC also reserves the right to cancel or to
reissue the RFP in whole or in part, prior to the execution of a contract, if any. In the event it becomes
necessary to revise any part of the RFP, addenda will be provided to Respondents included in the current
and applicable stage of the RFP.
M. Cost to Propose  
Respondent will absorb all costs incurred in responding to this RFP, including without limitation, costs
related to the preparation and presentation of its response. All materials submitted by the Respondent
immediately become the property of IPC. Any exception will require written agreement by both parties
prior to the time of submission.
N. Respondent to Conform with Law 
Respondent shall conform in all material respects to all applicable laws, ordinances, rules, and regulations
and nothing in this RFP shall be construed to require IPC or Respondent to act in a manner contrary to
law.
O. Business Conduct Policy 
In responding to this RFP, Respondent shall adhere to best business and ethical practices.
Respondent shall adhere to IPC’s Supplier Code of Conduct, available at www.idahopower.com.
Idaho Power Company Request for Proposal 
Confidential Page 5 
Revised 1/26/2016 
P. Proprietary Information—Confidentiality 
Respondent acknowledges and agrees that all information obtained or produced in relation to this RFP is
the sole property of IPC and shall not be released or disclosed to any person or entity for any purpose nor
used for any purpose other than providing a proposal to IPC, without the express written consent of IPC.
Respondent agrees not to make any public comments or disclosures, including statements made
for advertising purposes, regarding the RFP to the media or any other party without the prior
written consent of IPC. In the event Respondent receives any inquiries regarding the RFP from the media
or any other Party, said inquiries shall be forwarded to IPC.
Respondent shall specifically designate and clearly label as “CONFIDENTIAL” any and all material(s) or
portions thereof that they deem to contain proprietary information.
Q. Accountability 
Respondent whose proposal may be selected in response to this RFP acknowledges that it assumes full
legal responsibility for the accuracy, validity, and legality of the work provided in conformance with this
RFP. Respondent agrees to maintain sufficient resources to perform its obligations.
R. Small Business and Small Disadvantaged Business Program 
IPC is committed to the implementation of a Small and Disadvantaged Business Program. It is the intent
of IPC that small business concerns and small businesses owned and controlled by socially and
economically disadvantaged individuals have the opportunity to participate in the performance of
contracts awarded by IPC. Consequently, we request that you indicate your eligibility as a small business
based upon the regulations in Title 13, Code of Federal Regulations, Part 121. (If in doubt, consult the
Small Business Administration Office in your area).
Eligibility as a small disadvantaged business is first based on eligibility as a small business, as noted above.
Second, the business must be majority owned (51 percent or more) and controlled/managed by socially
and economically disadvantaged person(s). The Small Business Administration designated the following
groups as “presumed socially disadvantaged”: Black Americans, Hispanic Americans, Native Americans,
and Asian-Pacific Americans. Other individuals may be found socially disadvantaged and eligible for the
program on a case-by-case basis. If you have any questions, please see 13 CFR 124.1-124.1016 or contact
your local Small Business Administration office.
S. Physical and Electronic Protection 
IPC is required by federal law and regulations to protect access to its critical assets, both physical and
electronic. Certain portions of IPC’s premises may have restricted access and may require prior
authorization or an IPC designated escort to all access by IPC contractors.
In the event IPC moves forward with Respondent, IPC will require Respondent to comply with federal,
state, or local laws or regulations, and any applicable IPC policies, standards, and procedures related to
physical security of IPC’s premises prior to performing any work for IPC. These include, but are not limited
to, any policies, standards and procedures requiring drug screening, background checks, and social
security verifications. Should Respondent require access to IPC’s network, or unescorted access to IPC’s
or its customer’s premises as part of the work under a definitive contract, Respondent will not be able to
perform any work for IPC until this criteria has been satisfied. Respondent will also be required to sign
and comply with all IPC forms related to the same.
Request for Proposal Idaho Power Company 
Page 6 Confidential 
Revised 1/26/2016 
III.  RFP EVALUATION PROCESS  
A. RFP Evaluation Team 
An IPC evaluation team will determine the proposal that best meets the requirements of this RFP and
provides the best overall value for IPC. Proposals will be evaluated in accordance with the requirements
set forth in this RFP, any addenda that are issued, and any other factor IPC deems appropriate. Based upon
RFP response evaluation and scoring, references, and any subsequent activities identified during the
evaluation process (clarifications, etc. that may be required), IPC may identify the top candidate(s) for
further clarifications and/or a Respondent presentation.
Those Respondents whose proposals have not been selected will be notified via an email or a written
letter at the number and address provided in their proposal.
B. RFP Evaluation Criteria 
At a minimum, proposals will be evaluated based on the response to this RFP, which may include, but not
be limited to the following criteria:
 Ability to meet requirements
 Thoroughness and feasibility of proposed work plan
 Financial stability of company
 Total Cost
 Reputation for thoroughness, credibility, and client responsiveness as demonstrated
through references
 Any other factors deemed appropriate by IPC
C. Form of Contract 
IPC directs Respondent to previously executed Attachment A, Professional Services Agreement. In the
event IPC decides to move forward with Respondent, Respondent will be required to enter into a legally
binding contract substantially similar to Attachment A. As part of this RFP, Respondents must indicate
acceptance of IPC’s Professional Services Agreement in its response to this RFP.
D. Entire RFP 
This RFP and all Attachments or Exhibits attached hereto and incorporated herein by this reference
represent the final expression of this RFP. Only information su pplied by IPC in writing through the parties
listed herein or by this reference made in the submittal of this RFP shall be used as the basis for the
preparation of Respondent’s proposals.
E. Attachments  
Attachment A: Professional Services Agreement, previously executed
Attachment B: Draft Statement of Work
Attachment C: Exhibit A – Ontario to Quartz Line 423, dated 4/29/2020
Attachment D: Exhibit B – Fire Restrictions, dated July 24, 2020
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Request for Proposal
2020 NEPA Analysis and Documentation – Line 423

Issued: 4/13/2020
Questions Due: 4/22/2020
Responses Due: 4/24/2020
RFP Coordinator: Kim Abbott [e-mail]
208-388-2652

Idaho Power Company
P.O. Box 70
Boise, ID 83707

Request for Proposal Idaho Power Company
Table of Contents
I. INTRODUCTION 1
A. Purpose ................................................................................................................................................................. 1
B. Company Background ...................................................................................................................................... 1
C. Scope of Work/Specifications and Requirements ................................................................................ 1
D. Key Events and Dates ....................................................................................................................................... 1
RFP Schedule 1
E. Deadlines ............................................................................................................................................................... 1
Questions 1
Proposals 2
F. Contact Information .......................................................................................................................................... 2
RFP Coordinator 2
G. Content of Proposals ......................................................................................................................................... 2
H. Failure to Comply ............................................................................................................................................... 3
I. Contractual Status of Proposals ................................................................................................................... 3
J. In Whole or In Part ............................................................................................................................................ 3
K. Revisions to the RFP ......................................................................................................................................... 3
L. Cost to Propose .................................................................................................................................................. 3
M. Respondent to Conform with Law .............................................................................................................. 3
N. Business Conduct Policy.................................................................................................................................. 4
O. Proprietary Information—Confidentiality .............................................................................................. 4
P. Accountability ...................................................................................................................................................... 4
Q. Small Business and Small Disadvantaged Business Program .......................................................... 4
R. Physical and Electronic Protection ............................................................................................................. 4
II. RFP EVALUATION PROCESS 5
A. RFP Evaluation Team ....................................................................................................................................... 5
B. RFP Evaluation Criteria ................................................................................................................................... 5
C. Form of Contract ................................................................................................................................................ 5
D. Entire RFP ............................................................................................................................................................. 6
E. Attachments ......................................................................................................................................................... 6

Idaho Power Company Request for Proposal
Confidential Page 1
Revised 1/26/2016
I. INTRODUCTION
A. Purpose
Idaho Power Company (“IPC”) is currently seeking proposals in response to this Request for Proposal
(“RFP”) from Respondents professional services to perform a complete NEPA Analysis and
Documentation for IPC’s Huntington-Quartz Power Line (“Line 423”).
B. Company Background
IDACORP, Inc. is a holding company formed in 1998. Comprised of regulated and non-regulated
businesses, its origins lie with Idaho Power, a regulated electric utility that began operations in 1916.
Today, IPC is the largest regulated electric utility in the state of Idaho and IDACORP’s chief subsidiary. IPC
serves over 500,000 residential, business, agricultural, and industrial customers. The company’s service
area covers approximately 24,000 square-miles, including portions of eastern Oregon. Learn more about
Idaho Power at www.idahopower.com.
C. Scope of Work/Specifications and Requirements
The scope of work and schedule are described within the Attachment B – Scope of Work documents and
can be found within the PowerAdvocate Bid Event.
D. Key Events and Dates
IPC at its sole discretion, reserves the right to alter the dates listed below and/or add to or remove
scheduled activities.
RFP SCHEDULE

Event Estimated Completion Date
RFP Issued 4/13/2020
Last Day for Respondents to Submit Questions 4/17/2020
RFP Proposals Due 4/24/2020
Review and Evaluation of Proposals 4/28/2020
RFP Award 5/4/2020
E. Deadlines
QUESTIONS
Respondents should carefully review this RFP for questions, clarifications, defects and questionable or
objectionable material. Comments and questions concerning clarifications, defects and questionable or
objectionable material must be submitted through the Power Advocate tool to the RFP Coordinator
and must be submitted on or before the date and time specified on the RFP Schedule. No questions
will be accepted after this date.
All questions and their applicable responses will be provided to every Respondent via Power Advocate.
Protests based on any omission or error, or on the content of this solicitation, will be disallowed if they
have not been brought to the attention of the RFP Coordinator in the timeframe outlined in this document.
Request for Proposal Idaho Power Company
Page 2 Confidential
Revised 1/26/2016
PROPOSALS
All proposals must be received through Power Advocate on or before the date and time specified
on the RFP Schedule.
All copies of the proposal and accompanying documentation become th e property of IPC and will
not be returned.
F.Contact Information
RFP COORDINATOR
Throughout the duration of the information gathering and proposal process, all questions, submission of
references, responses and other communications concerning this RFP are to be directed through Power
Advocate to the RFP Coordinator. Respondent agrees that, during the RFP process and prior to the
response deadline, Respondent shall not discuss this procurement with any IPC employee other than the
designated RFP Coordinator as identified below. Failure to comply with these requirements may result in
Respondent disqualification and elimination from the RFP process.
Name: Kim Abbott
1221 W. Idaho Street
Boise, Idaho 83702
Phone: [phone]
Cell: 208-410-2314
Email: [e-mail]
G.Content of Proposals
Respondents submitting a proposal shall use the following outline and criteria: 1)Cover Letter (2 pages maximum).2)Introduction – Provide general introduction and information about your company (3 pages
maximum).3)Project Team – Provide information describing how your project team is organized along with a
description of the key personnel and how they will contribute to the project or work. Identify any
subcontractor(s) that may be part of the team and the type of work that will be performed by the
subcontractor(s). In addition, specify if any of the subcontractor(s) are certified Women-Owned
Businesses and/or Minority-Owned Businesses (5 pages maximum – Full resumes may be
provided in the Supplemental Information section and will not count against the 5 pages).4)Client References – Provide at least three references from clients for which Respondent’s
company has performed similar work described in this RFP in the past five years (2 pages
maximum).5)Project Qualifications – Provide a description of why your firm is qualified to perform this work
including relevant projects completed in the last 5 years (5 pages maximum).6)Project Approach – Describe how you would perform the work required for this project, your
approach for completing the work (5 pages maximum).7)Fees, Costs, and Schedule – The work must be completed prior to 8/31/2020. Provide a logic
driven CPM project schedule, including a schedule of tasks, and a price for each task proposed in
the project schedule. In addition, please provide all fees and cost data. This data should itemize
all costs, including taxes, indirect costs, and markup.
Idaho Power Company Request for Proposal
Confidential Page 3
Revised 1/26/2016
8) Supplemental Information – Include any additional information including resumes, client
reference information, and any other material that demonstrates your company’s qualifications
for successfully completing this project. (There is no maximum number of pages. However, the
additional information provided should be concise and relevant to this project). General
information provided by Respondent that is not specifically requested in this RFP should be
attached separately and clearly labeled “Supporting Material.”
H. Failure to Comply
Respondent is specifically notified that failure to comply with any part of the RFP may result in
disqualification of the proposal, at IPC’s sole discretion.
I. Contractual Status of Proposals
This RFP has been prepared solely to solicit proposals, and is not a contract offer. This RFP is not binding
on IPC. The only document that will be binding on IPC is a contract duly executed by IPC and the successful
Respondent (if any) after the completion of the selection process and the award and negotiation of a
contract. IPC reserves the right to reject any and all proposals submitted by Respondents. The issuance
of this RFP does not obligate IPC to purchase any product or services offered by Respondent or any other
entity, or requested herein. Furthermore, IPC may choose, at its sole discretion, to abandon the RFP
process in its entirety. Respondents agree that they submit offers without recourse against IPC, IDACORP
Inc., any of IDACORP Inc.’s affiliates, or any of their respective employees, agents, officers, or directors for
failure to accept an offer for any reason.
J. In Whole or In Part
IPC reserves the right to accept the proposal in whole or in part, and to award to more than one
Respondent. Furthermore, Respondent understands that any "award" by IPC does not obligate IPC in any
way. IPC will not be obligated to any party unless and until IPC executes a definitive agreement between
the parties.
K. Revisions to the RFP
The requirements specified in this RFP reflect those presently known. IPC reserves the right to vary, in
detail, the requirements and/or to issue addenda to the RFP. IPC also reserves the right to cancel or to
reissue the RFP in whole or in part, prior to the execution of a contract, if any. In the event it becomes
necessary to revise any part of the RFP, addenda will be provided to Respondents included in the current
and applicable stage of the RFP.
L. Cost to Propose
Respondent will absorb all costs incurred in responding to this RFP, including without limitation, costs
related to the preparation and presentation of its response. All materials submitted by the Respondent
immediately become the property of IPC. Any exception will require written agreement by both parties
prior to the time of submission.
M. Respondent to Conform with Law
Respondent shall conform in all material respects to all applicable laws, ordinances, rules, and regulations
and nothing in this RFP shall be construed to require IPC or Respondent to act in a manner contrary to
law.
Request for Proposal Idaho Power Company
Page 4 Confidential
Revised 1/26/2016
N. Business Conduct Policy
In responding to this RFP, Respondent shall adhere to best business and ethical practices.
Respondent shall adhere to IPC’s Supplier Code of Conduct, available at www.idahopower.com.
O. Proprietary Information—Confidentiality
Respondent acknowledges and agrees that all information obtained or produced in relation to this RFP is
the sole property of IPC and shall not be released or disclosed to any person or entity for any purpose nor
used for any purpose other than providing a proposal to IPC, without the express written consent of IPC.
Respondent agrees not to make any public comments or disclosures, including statements made
for advertising purposes, regarding the RFP to the media or any other party without the prior
written consent of IPC. In the event Respondent receives any inquiries regarding the RFP from the media
or any other Party, said inquiries shall be forwarded to IPC.
Respondent shall specifically designate and clearly label as “CONFIDENTIAL” any and all material(s) or
portions thereof that they deem to contain proprietary information.
P. Accountability
Respondent whose proposal may be selected in response to this RFP acknowledges that it assumes full
legal responsibility for the accuracy, validity, and legality of the work provided in conformance with this
RFP. Respondent agrees to maintain sufficient resources to perform its obligations.
Q. Small Business and Small Disadvantaged Business Program
IPC is committed to the implementation of a Small and Disadvantaged Business Program. It is the intent
of IPC that small business concerns and small businesses owned and controlled by socially and
economically disadvantaged individuals have the opportunity to participate in the performance of
contracts awarded by IPC. Consequently, we request that you indicate your eligibility as a small business
based upon the regulations in Title 13, Code of Federal Regulations, Part 121. (If in doubt, consult the
Small Business Administration Office in your area).
Eligibility as a small disadvantaged business is first based on eligibility as a small business, as noted above.
Second, the business must be majority owned (51 percent or more) and controlled/managed by socially
and economically disadvantaged person(s). The Small Business Administration designated the following
groups as “presumed socially disadvantaged”: Black Americans, Hispanic Americans, Native Americans,
and Asian-Pacific Americans. Other individuals may be found socially disadvantaged and eligible for the
program on a case-by-case basis. If you have any questions, please see 13 CFR 124.1-124.1016 or contact
your local Small Business Administration office.
R. Physical and Electronic Protection
IPC is required by federal law and regulations to protect access to its critical assets, both physical and
electronic. Certain portions of IPC’s premises may have restricted access and may require prior
authorization or an IPC designated escort to all access by IPC contractors.
In the event IPC moves forward with Respondent, IPC will require Respondent to comply with federal,
state, or local laws or regulations, and any applicable IPC policies, standards, and procedures related to
physical security of IPC’s premises prior to performing any work for IPC. These include, but are not limited
to, any policies, standards and procedures requiring drug screening, background checks, and social
security verifications. Should Respondent require access to IPC’s network, or unescorted access to IPC’s
Idaho Power Company Request for Proposal
Confidential Page 5
Revised 1/26/2016
or its customer’s premises as part of the work under a definitive contract, Respondent will not be able to
perform any work for IPC until this criteria has been satisfied. Respondent will also be required to sign
and comply with all IPC forms related to the same.
II. RFP EVALUATION PROCESS
A. RFP Evaluation Team
An IPC evaluation team will determine the proposal that best meets the requirements of this RFP and
provides the best overall value for IPC. Proposals will be evaluated in accordance with the requirements
set forth in this RFP, any addenda that are issued, and any other factor IPC deems appropriate. Based upon
RFP response evaluation and scoring, references, and any subsequent activities identified during the
evaluation process (clarifications, etc. that may be required), IPC may identify the top candidate(s) for
further clarifications and/or a Respondent presentation.
Those Respondents whose proposals have not been selected will be notified via an email or a written
letter at the number and address provided in their proposal.
B. RFP Evaluation Criteria
At a minimum, proposals will be evaluated based on the response to this RFP, which may include, but not
be limited to the following criteria:
• Ability to meet requirements
• Financial stability of company
• Total Cost
• Minimal exceptions to Professional Services Agreement provided in Attachment A
• Reputation for thoroughness, credibility, and client responsiveness as demonstrated
through references
• Any other factors deemed appropriate by IPC
C. Form of Contract
IPC directs Respondent to Attachment A, Professional Services Agreement. In the event IPC decides to
move forward with Respondent, Respondent will be required to enter into a legally binding contract
substantially similar to Attachment A. As part of this RFP, Respondents must indicate acceptance of IPC’s
Professional Services Agreement. in its response to this RFP. Alternatively, if the Respondent is unwilling
to agree to a proposed clause or term, Respondent must provide redlines of the Professional Services
Agreement. identifying any proposed changes requested by Respondent. Respondent’s proposal will
be deemed non-responsive if Respondent fails to either acknowledge acceptance of the
Professional Services Agreement. “as is” or to provide redlines to that document. Please be
advised that Respondent’s proposal will be judged, in part, on Respondent’s willingness to comply
with the original terms of the Professional Services Agreement. The Professional Services
Agreement provided by Respondent in its response should be Respondent’s best and final offer as
to the legal terms and conditions Respondent is willing to accept.
If IPC is unable to reach agreement on all contract terms and conditions with the designated Respondent,
IPC at its sole discretion reserves the right to extend or terminate negotiations and begin negotiations
with another Respondent.
Request for Proposal Idaho Power Company
Page 6 Confidential
Revised 1/26/2016
D. Entire RFP
This RFP and all Attachments or Exhibits attached hereto and incorporated herein by this reference
represent the final expression of this RFP. Only information supplied by IPC in writing through the parties
listed herein or by this reference made in the submittal of this RFP shall be used as the basis for the
preparation of Respondent’s proposals.
E. Attachments
Attachment A: Professional Services Agreement
Attachment B: Scope of Work
Attachment C: FOR REFERENCE - Shapefiles
Exhibit A
General Conditions For Construction Services

TABLE OF CONTENTS

GC‐1 DEFINITIONS .................................................................................................................................................... 2 
GC‐2 IPC’S AUTHORIZED REPRESENTATIVE ................................................................................................... 5 
GC‐3 CONTRACTOR’S AUTHORIZED REPRESENTATIVE .............................................................................. 6 
GC‐4 IPC’S RESPONSIBILITIES .............................................................................................................................. 6 
GC‐5 CONTRACTOR’S RESPONSIBILITY ............................................................................................................ 7 
GC‐6 CONTRACTOR INFORMED AS TO CONDITIONS ................................................................................. 10 
GC‐7 INTERPRETATION AND MODIFICATION OF CONTRACT DOCUMENTS ..................................... 11 
GC‐8 TIME AND ORDER OF COMPLETION ..................................................................................................... 12 
GC‐9 SCHEDULE OF VALUES OR PROGRESS PAYMENT SCHEDULE ....................................................... 14 
GC‐10 UNIT PRICE WORK AND ESTIMATED QUANTITIES ......................................................................... 14 
GC‐11 SUBMITTALS ................................................................................................................................................. 15 
GC‐12 PRODUCT SUBSTITUTION ........................................................................................................................ 16 
GC‐13 INSPECTION, COVERED WORK, DEFECTIVE WORK, AND RIGHT OF ACCESS .......................... 17 
GC‐14 IPC SUSPENSION OF WORK ...................................................................................................................... 18 
GC‐15 DELAY AND DELAY CLAIMS ...................................................................................................................... 18 
GC‐16 ADDITIONAL WORK .................................................................................................................................... 20 
GC‐17 CLAIMS FOR ADDITIONAL WORK .......................................................................................................... 20 
GC‐18 DISPUTE RESOLUTION ............................................................................................................................... 22 
GC‐19 RETAINAGE AND PROGRESS PAYMENTS ............................................................................................. 23 
GC‐20 SUBSTANTIAL COMPLETION ................................................................................................................... 25 
GC‐21 FINAL COMPLETION ................................................................................................................................... 25 
GC‐22 FINAL PAYMENT .......................................................................................................................................... 26 
GC‐23 WARRANTY OF TITLE/ RISK OF LOSS/WARRANTY OF WORKMANSHIP AND QUALITY .... 27 
GC‐24 COLLATERAL WORK ................................................................................................................................... 28 
GC‐25 REGULATIONS AND PERMITS .................................................................................................................. 28 
GC‐26 EASEMENT AGREEMENTS ......................................................................................................................... 29 
GC‐27 UNDERGROUND UTILITIES ...................................................................................................................... 29 
GC‐28 INFRINGEMENT OF INTELLECTUAL PROPERTY RIGHTS; LICENSES .......................................... 29 
GC‐29 REMOVAL OF EQUIPMENT ....................................................................................................................... 30 
GC‐30 ASSIGNMENT OF CONTRACT ................................................................................................................... 30 
GC‐31 IPC’S RIGHT TO TERMINATION FOR CONVENIENCE ....................................................................... 30 
GC‐32 IPC’S RIGHT TO TERMINATE THE AGREEMENT FOR CAUSE ........................................................ 31 
GC‐33 HAZARDOUS MATERIALS, ARTIFACTS, WETLAND CONDITIONS, AND MATERIALS
BROUGHT TO WORK SITE .............................................................................................................................................. 32 
GC‐34 CONTRACTOR’S RECORD .......................................................................................................................... 33 
GC‐35 DATA SECURITY AND PROTECTION AND SECURITY SCREENING REQUIREMENTS ............. 33 
GC‐36 EDISON ELECTRIC INSTITUTE/OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PARTNERSHIP BEST PRACTICES FOR UTILITY CONTRACTORS RULES ......................................................... 37 

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General Conditions for Construction Services
GC‐1 DEFINITIONS
GC-1.1 The definitions set forth below apply to all of the Contract Documents and are expressly
incorporated into the same by this reference:
“Access Roads” mean all roads which are used to gain access to the Work. “Access Roads” are in three
categories:
1. Existing roads to the Work that do not need to be improved.
2. Existing roads to the Work that must be improved.
3. Roads that are to be constructed as part of the Work.
“Addenda” means written or graphic instruments issued by IPC prior to the opening of bids and the
execution of the Agreement that clarify, correct, or modify the bidding and performance requirements
or the bidding documents by additions, deletions, clarifications, or corrections.
“Additional Work” means labor, services, materials, equipment, transportation, tools, or facilities
requested by IPC in writing, outside the original scope of Work, not inferable as within the Project,
and not included in the Contract Documents. Where the context requires, the term “Additional Work”
may also mean a modification that results in a reduction or deletion in Work.
“Application for Progress Payment” is defined in Section GC-19.2 of these General Conditions for
Construction Services (“General Conditions”).
“Approved Schedule” means all critical and interim progress dates, as set forth in the Agreement and
Contract Documents associated with Contractor’s performance of the Work. The Approved Schedule
includes all Milestone Dates (if applicable) and other critical dates, from Commencement Date to Final
Completion Date.
“Approved,” “Considered Necessary,” “Acceptable,” “Satisfactory,” or words of like import, mean
approved or considered necessary by, acceptable, or satisfactory to IPC’s Authorized Representative,
unless another meaning is plainly intended.
“Certificate of Substantial Completion” is defined in Section GC-20 of these General Conditions.
“Change Order” means a written agreement between IPC and Contractor that affects the Work, and
may affect the Guaranteed Substantial Completion Date, Approved Schedule, the Contract Price, and
such other terms of the Contract Documents as are agreed upon by the Parties.
“Collateral Work” means work being carried out by IPC through separate contractors or consultants,
IPC’s employees, or agents that may be at or near the Work site.
“Commencement Date” means the date Contractor commences the Work as specified by IPC or, if no
Commencement Date is specified, as promptly as practicable following the Effective Date of the
Agreement.
“Construction Roads” mean all roads improved or constructed for the convenience of or to
accommodate Contractor but are not a part of the Work.
“Contractor’s Authorized Representative” means a designated representative authorized to act with
full authority for Contractor. Contractor agrees to appoint a competent and qualified representative
and shall grant such representative authority to make binding and enforceable decisions for
Contractor. Contractor shall inform IPC in writing of the name, address, and telephone number of such

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representative. IPC shall have the right to approve or reject Contractor’s Authorized Representative.
Contractor’s Authorized Representative shall not be changed without advance written notice to IPC
and approval of the replacement by IPC.
“Contract Documents” are defined in the Agreement, but shall in no event include submittals or
subsurface information. In case of any inconsistency, conflict or ambiguity among the Contract
Documents, Contractor shall promptly notify IPC of the inconsistency, conflict, or ambiguity and IPC
will provide written clarification of IPC’s intended meaning.
“Contract Price” means the amount set forth in the Agreement as total compensation payable to
Contractor for the Work upon its full, timely, and satisfactory completion of the Work and Project, as
that amount may be amended from time to time by Change Order, as provided in the Contract
Documents.
“Contract Time” means the period of time between the Commencement Date and Final Completion
Date as set forth in the Agreement.
“Date of Final Completion” is defined in Section GC-21 of these General Conditions.
“Day” or “day” means calendar day, unless otherwise specified.
“Delay Claims” mean claims by Contractor for additional time made under Section GC-15 of these
General Conditions.
“Delay Liquidated Damages” mean the liquidated damages payable pursuant to the Agreement by
Contractor to IPC in the event of failure to attain Substantial Completion of the Work by the
Guaranteed Substantial Completion Date.
“Directive” means a written statement issued by IPC, directing performance of Additional Work prior
to any agreement or adjustment in Contract Price or Contract Time. A Directive shall propose whether
and to what extent the Contract Price or Contract Time should be adjusted. A Change Order will be
issued to change the Contract Documents.
“Drawings” mean, collectively, all maps, plans, or drawings and any such supplementary drawings as
IPC may issue from time to time.
“Elevation” and the figures or values in reference thereto, or an abbreviation thereof, mean the
elevation relative to United States Geological Survey Sea Level Datum, as represented by various
bench marks in the vicinity of the Work, or shall mean the elevation relative to the arbitrary datum
plane fixed by IPC for the particular Work.
“Engineer of Record” or “Engineer” means the person or firm that developed the Drawings and
Technical Specifications. The Engineer reports to IPC.
“Float” means the number of days by which an activity on the Approved Schedule may be delayed
from its earliest start date without necessarily extending the Guaranteed Substantial Completion Date.
“Final Completion” is defined in Section GC-21.2 of these General Conditions.
“Final Completion Date” means the date set forth in the Agreement by which the Contractor must
achieve Final Completion of the Work.
“Force Majeure Event” means an event or circumstance that causes a breach, default, or delay in the
performance of obligations under the Contract Documents, where such event involves a fire, flood,
earthquake, atypical elements of nature, riots, civil disorders, rebellions or revolutions in any country,
changes in governmental rules, laws, regulations, ordinances, permits, or licenses, relating to the Work,
or any other cause beyond the reasonable control of the Party claiming such Force Majeure Event;
provided, a Force Majeure Event claimed by Contractor requires that (i) Contractor and its

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Subcontractors are without fault in causing such breach, default, or delay, and (ii) such breach, default,
or delay could not have been anticipated or prevented by reasonable precautions and cannot
reasonably be circumvented by Contractor or its Subcontractors through the use of alternate sources,
work around plans, or other means, and (iii) Contractor has complied with the Notice of Delay
provisions in Section 15 of these General Conditions. For purposes of clarity, late performance of
services or late delivery of goods by Subcontractors, suppliers, or vendors shall not constitute a Force
Majeure Event nor form the basis for limiting any liquidated damages payable in connection with the
Contract Documents.
“Guaranteed Substantial Completion Date” means the date set forth in the Agreement by which the
Contractor must achieve Substantial Completion of the Work.
“Hazardous Material” means any substance or material identified now or in the future as hazardous
under any federal, state, or local law or regulation, or any other substance or material that may be
considered hazardous or otherwise subject to statutory or regulatory requirement governing
handling disposal and/or cleanup.
“IPC’s Authorized Representative” or “IPAR” means the person designated in writing by IPC from time
to time to act on its behalf.
“IPC Data” is defined in Section 26 of the Agreement.
“Milestone Date(s)” means the interim completion dates set forth in the Agreement by which
Contractor must achieve the Milestones described in the Special Conditions (Exhibit C to the
Agreement).
“Milestone(s)” means the interim Work, as described in the Special Conditions (Exhibit C to the
Agreement), that Contractor must complete to meet the Milestone Dates.
“Notice of Final Completion” means the document Contractor gives to IPC stating that Contractor has
determined that Final Completion of the Work and the Project has occurred, as set forth in Section GC-
21.1 of these General Conditions.
“Owner” means IPC.
“Progress Payment Schedule” is defined in Section GC-9 of these General Conditions.
“Project” means the total construction, the final intended improvement, or other final result, of which
the Work to be performed under the Contract Documents may be the whole, or a part, as set forth in
the Agreement.
“Punch List” means the document, prepared by Contractor and IPC in accordance with Section GC-20.2
of these General Conditions detailing the Punch List Items.
“Punch List Items” mean those outstanding items required to complete the Work that, in the
reasonable judgment of IPC, do not affect the operability, safety, or mechanical or electrical integrity
of the Work or Project. The Punch List Items shall be completed by Contractor prior to Final
Completion of the Work, but the failure to complete the Punch List Items shall not prevent the Project
from being ready for commercial operations at the full rated output in a safe and continuous manner
and in accordance with all laws and permits.
“Record Documents” means all redlined drawings, as-built drawings, samples, Shop Drawings,
operation and maintenance manuals, performance curves, warranties, keys, certifications, submittals,
and other Project data associated with construction.
“Request For Information” is the Contractor’s form for requesting information as it pertains to the
Drawings or Technical Specifications during construction.

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Restoration” or “Restore” means to remove all waste or excess construction materials; clean up and
dispose all brush, trees, and debris; grade and reseed all disturbed areas; and repair and replacement
of any and all property damage caused by Contractor.
“Safety Program” is defined in Section GC-5.4 of these General Conditions.
“Samples” mean physical examples which illustrate materials, equipment or workmanship and
establish standards by which the Work will be judged.
“Schedule of Submittals” means the detailed timeline for performance of the submittal activities on
the Project.
“Schedule of Values” is defined in Section GC-9 of these General Conditions.
“Shop Drawings” mean all Drawings, diagrams, illustrations, schedules, and other data or information
that are specifically prepared or assembled by or for Contractor and submitted by Contractor to
illustrate some portion of the Work.
“Specifications”, or “Technical Specifications” mean, collectively, all terms and requirements
pertaining to the Work and any amendments, revisions, deductions or additions thereto, and all
written agreements made or to be made, pertaining to the Work or to the quantities and qualities of
labor, materials, or equipment to be constructed, installed, or furnished by Contractor.
“Subcontractor” means a person or entity that performs or furnishes any portion of the Work for
Contractor or Subcontractor, at any and all tiers. The term Subcontractor does not include the
Engineer or any separate contractor employed by IPC. The term Subcontractor does include, without
limitation, contractors, consultants, and material suppliers.
“Substantial Completion” is defined in Section GC-20.1 of these General Conditions.
“Unit Price Work” means Work in which all or a part of the Contract Price is based upon agreed unit
prices set forth in a Schedule of Unit Prices.
“Warranty Notice” is defined in Section GC-23 of these General Conditions.
“Warranty Period” is defined in Section GC-23 of these General Conditions.
“Work” means all materials, equipment, labor, engineering, and services described in the Contract
Documents and incidental to or reasonably inferred to be necessary for the full and satisfactory
completion of the Project consistent with IPC’s intended results.
“Work Clarification” means IPC’s form for resolving additional information requests, clarifying
conflicting information, issuing Additional Work, or interpreting discrepancies found during
construction. The Work Clarification may or may not result in a Change Order.
“Work site” means the geographical area in and around which the Work is to be performed, and the
ingress and egress thereto.
GC-1.2 Prior to taking action on any term(s) which is ambiguous, unclear, conflicting, or not otherwise
defined in the Contract Documents, Contractor agrees to refer such term(s) to IPC for interpretation.
GC‐2 IPC’S AUTHORIZED REPRESENTATIVE
GC-2.1 IPC shall furnish an IPAR to act on behalf of IPC under this Agreement.
GC-2.2 IPC or the IPAR may observe Contractor’s Work in progress, perform field checks of materials and
equipment to certify performance of Work for purposes of authorizing payment and completion, or
perform such other functions as IPC deems advisable. Such observations shall not be construed to
create an obligation on the part of IPC to make on-site observations to check the quantity or quality
of the Work. IPC shall neither have control over or charge of, nor be responsible for, the construction
means, methods, techniques, sequences or procedures, or for the safety precautions and programs in

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connection with the Work, since these are solely the Contractor’s responsibilities under the Contract
Documents.
GC-2.3 IPC, by and through the IPAR, reserves the right to stop Work, request the removal of an employee,
agent, or representative of Contractor from the Work site, or take such other action the IPAR deems
reasonable in the event the IPAR observes a potentially life threatening or otherwise dangerous
situation. IPC or the IPAR may also stop Work if the person sought to be removed poses a danger to
himself, others or to property, as judged by the IPAR. Delay caused by IPC’s exercise of this right shall
not be the basis for a claim for additional compensation from Contractor, based on Section GC-15
relating to Delay Claims, or otherwise, and Contractor shall bear all costs and expenses of catch- up
work required to put the Work in compliance with the Approved Schedule when Work resumes after
being stopped in accordance with this Section.
GC-2.4 None of the IPAR’s assistants or agents shall have the authority to waive on behalf of IPC any of the
obligations of Contractor. Waiver of any obligation may only be accomplished in writing, with the
signatures of Contractor and IPC.
GC‐3 CONTRACTOR’S AUTHORIZED REPRESENTATIVE
GC-3.1 Contractor shall provide a Contractor’s Authorized Representative having competent on-site
supervision during any and all construction activities by the forces of Contractor or Subcontractors.
Contractor’s Authorized Representative shall be the single point of contact with IPC. Contractor’s
Authorized Representative shall be identified in the Agreement, and at a minimum be on-site from the
Commencement Date to the Date of Final Completion. The Contractor’s Authorized Representative
shall be authorized to act on Contractor’s behalf with respect to the Work. If Contractor desires to
change the person serving as Contractor’s Authorized Representative, IPC reserves the right, within
its sole and reasonable discretion, to deny Contractor’s selected replacement of the Contractor’s
Authorized Representative. IPC shall have the right to approve the person proposed to replace the
Contractor’s Authorized Representative.
GC-3.2 Contractor’s Authorized Representative shall be responsible for administration of the day-to-day
operation of the Project and the Work site safety for Subcontractors, Contractor, Contractor’s agents
and employees, all workers, vendors, and members of the public.
GC-3.3 Contractor’s Authorized Representative shall give personal attention constantly to the faithful
prosecution of the Work, and shall be present in person on the site of the Work continually during its
progress.
GC‐4 IPC’S RESPONSIBILITIES
GC-4.1 IPC shall furnish the data and documents required of IPC under the Contract Documents.
Contractor shall make requests for such data and documents so as to allow IPC reasonable time to
respond without delaying the performance of the Work.
GC-4.2 IPC shall make undisputed payments to Contractor when they are due as set forth in Section GC-
19 and the Contract Documents.
GC-4.3 IPC shall perform construction inspections, tests, and approvals as set forth in Section GC-13.
GC-4.4 IPC shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incidental thereto, or for any failure of Contractor to comply with the laws and
regulations applicable to the performance of the Work. IPC shall not be responsible for Contractor’s
failure to perform the Work in accordance with the Contract Documents.

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GC‐5 CONTRACTOR’S RESPONSIBILITY
GC-5.1 Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such
attention thereto and applying such skills and expertise as may be necessary to perform the Work in
accordance with the Contract Documents. Contractor shall be solely responsible for the means,
methods, techniques, sequences, and procedures of construction.
GC-5.2 Subcontractors.
GC-5.2.1 Contractor may cause any part of the Work to be performed by a Subcontractor; provided
however that Contractor shall require, by written agreement, Subcontractors and its officers,
agents and employees to be bound by the provisions of the Contract Documents in all respects
and assume toward the Contractor all of the obligations and responsibilities that Contractor, by
this Agreement, assumes toward IPC. Contractor shall require Subcontractors to enter into
similar written agreements with its Subcontractors. Each such agreement shall preserve and
protect the rights of IPC under this Agreement with respect to the Work to be performed by the
Subcontractor, so that Contractor’s subcontracting or otherwise delegating thereof will not
prejudice such rights. Contractor shall not, in any manner thereby, be discharged from its
obligations and liabilities hereunder, but shall be liable and responsible for all acts, omissions,
and negligence of any Subcontractor, and their officers, agents, and employees. Contractor and
its Subcontractors shall comply at all times with FAR 52-219-8, Utilization of Small Business
Concerns. Idaho Power reserves the right, within its sole and reasonable discretion, to deny
Contractor’s use of any Subcontractor. Upon request of IPC, copies of all subcontracts shall be
furnished to IPC and the IPAR.
GC-5.3 Contractor’s Responsibility for Work and Safety.
GC-5.3.1 Notwithstanding any provision in the Contract Documents to the contrary, Contractor shall
at all times be responsible for, and shall not be relieved of, its obligations to secure the quality of
Work, the safe conduct of the Work and safety of the Work site, and the rate of progress required
by the Contract Documents. Contractor alone shall be and remain solely liable and responsible
for the means, methods, techniques, procedures or sequences selected by Contractor and
Subcontractor, for safety precautions and programs incident to the Work in progress, and for
any failure of Contractor and Subcontractor to comply with safety laws and regulations
applicable to the Work.
GC-5.4 Protection of Workers and Others.
GC-5.4.1 Contractor shall be solely and completely responsible for the training of its employees and
the conditions of the Work site, including without limitation, the safety of all persons and
property during the performance of the Work. This requirement will apply continuously and will
not be limited to normal working hours. Contractor shall be responsible to:
a. Develop a safety program applicable to all construction phases of the Project (“Safety
Program”). The Safety Program shall require all of the employees and agents of Contractor
and all Subcontractors to comply with federal, Occupational Safety and Health
Administration (“OSHA”) law and regulations, and any other federal, state and local safety
and health laws, orders, ordinances, and regulations. In any situation where any law or
regulation is in conflict with any other law or regulation, Contractor and Subcontractor shall
follow the most stringent requirements.
b. Assure that all employees and agents of Contractor and Subcontractors are informed of the
applicable provisions of the Safety Program.
c. Provide designated safety personnel at the Work site whose responsibilities shall include:
i) Regular inspection of the Work site for compliance with federal, OSHA, state and local
safety and health laws and regulations relating to work safety and health.

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ii) Maintenance of a detailed written record evidencing the conduct of inspections of the
Work site, the detection of acts or practices by employees or agents of Contractor or
Subcontractor that are not in compliance with the Safety Program or applicable law, and
the corrective action taken by Contractor to maintain compliance with the Safety
Program and applicable law.
iii) Conducting weekly meetings with employees and agents of Contractor and
Subcontractor to discuss matters related to the Safety Program and compliance
therewith.
iv) Implementation and adherence to the Safety Program, including without limitation the
undertaking of corrective action to maintain adherence to the Safety Program and
applicable law.
d. Provide personal protective equipment (“PPE”) for all employees and agents of Contractor
and all Subcontractors, as required by OSHA.
e. Immediately report to IPC all incidents, including without limitation, accidents, injuries and
all incidents involving the public or other utilities, arising out of or in connection with the
Work. Additionally, within 48 hours of the incident, Contractor shall provide to IPC a written
incident investigation report in substantially the same form included in Annex A to the
Agreement or, if no form is included in Annex A, then in a form acceptable to IPC.
GC-5.4.2 If IPC observes and is aware of a practice or condition which poses an immediate threat of
personal injury or harm at the Work site, IPC will direct Contractor to immediately eliminate
such practice or condition. Contractor shall cease all activities to the extent necessary to avoid
the risk of imminent harm or injury at the Work site.
GC-5.4.3 None of the rights retained by IPC as herein specified shall be interpreted to, nor shall create
any obligation on the part of IPC to conduct Work site safety inspections, or to otherwise develop
or implement a Work site Safety Program or practices, or assume any responsibility for safe
conditions of the Work site, the same being the sole and exclusive responsibility of Contractor.
GC-5.5 Contractor’s Employees.
GC-5.5.1 Contractor shall immediately remove from the Work and the Work site, any person who is,
may be, or appears to be, creating any unsafe condition, disorder or disruption, or who is
disposed to be disorderly, or who is not skilled or competent to perform the Work, and such
person shall not thereafter be permitted on the Work site.
GC-5.5.2 Contractor acknowledges and agrees that certain portions of the Work may be specialized
work appropriate for workers skilled not only in the general trade but also for workers who have
specialized expertise in the particular line of Work required. Contractor agrees that such Work
shall be performed by workers who are skilled and specialized in the Work to which they are
assigned. Contractor is solely responsible for making sure that all of its employees and workers
have been adequately trained for the Work to which they are assigned. Upon request by IPC,
Contractor shall provide evidence of required licenses and certifications.
GC-5.5.3 None of the Contractor’s superintendents, supervisors, or engineers may be withdrawn from
the Work without Contractor providing due written notice to IPAR; provided, however, that no
such withdrawal shall be made if it will jeopardize successful completion of the Work.
GC-5.6 Provisions Relating To Labor and Rates of Wages.
GC-5.6.1 Contractor shall be responsible for maintaining labor relations policies and procedures in
such a manner as to reasonably provide harmony among workers, and shall invoke National
Labor Relations Board procedures for the resolution of jurisdictional disputes when available
and appropriate. Contractor shall cooperate and require its Subcontractors to cooperate with
IPC and other contractors in establishing and maintaining Work rules and practices as needed

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in the general interest of the Project and Work, and shall cooperate insofar as is lawful and
practicable in achieving the prompt resolution of labor disputes at the Project; provided that,
Contractor and IPC shall each separately and solely be responsible for labor relations policies as
they affect their own employees. Contractor shall inform IPC in writing of developments in labor
relations or collective bargaining which may result in picketing or Work stoppages at the Project.
Contractor shall ensure Subcontractors comply with these provisions with respect to
cooperation on labor relations. Contractor shall be responsible for paying, and for requiring
Subcontractors to pay, all employees performing Work at the Project wages and benefits not less
than that required by law, or by applicable labor agreement in the case of unionized
Subcontractors, or by applicable wage and personnel policies in the case of nonunion
Subcontractors. Contractor and Subcontractors shall be responsible for compliance with all state
and federal laws, ordinances, regulations, and statutes dealing with labor relations that are
applicable to said Contractor’s and Subcontractor’s employees, including without limitation,
laws dealing with maximum hours of Work and overtime premium pay.
GC-5.7 Weapons and Intoxicants.
GC-5.7.1 Contractor shall not permit the possession or use of weapons upon the Work site or upon
any premises occupied or controlled by Contractor pertaining to the Work. While performing
Work for IPC, Contractor, Subcontractors at all tiers, and their respective employees and agents
shall not possess, use, sell or be under the influence of alcohol, drugs, or other controlled
substances (excluding those used or possessed pursuant to a valid prescription and which do
not adversely affect the Work).
GC-5.8 Materials, Equipment, and Tools.
GC-5.8.1 Contractor shall, at its expense, furnish all material, labor, tools, false work, scaffolding,
cribbing, rigging, water, air, steam, electrical energy, equipment, supplies, and all other
miscellaneous items that may be required to accomplish the Work, unless otherwise specifically
stated in the Contract Documents. Contractor shall mark all of its tools and equipment so that
they can easily be identified as belonging to Contractor.
GC-5.8.2 Contractor shall transport, store, and protect all IPC-furnished materials and equipment after
issuance or transfer from IPC to Contractor or its agents and shall be responsible for the IPC-
furnished materials and equipment throughout the performance of the Work. Contractor shall
be solely liable for any damage (whether to person or property), loss, or theft to IPC- furnished
materials or equipment once the materials or equipment are issued or transferred to Contractor
until such time as Final Completion of the Work or until excess materials and all equipment are
returned in undamaged condition to IPC’s designated warehouse, storage yard, or other IPC-
designated location. Contractor shall maintain appropriate insurance to fully protect IPC’s
interest set forth in this Section.
GC-5.8.3 Contractor shall return to IPC’s designated salvage, warehouse, or other IPC-designated
location all excess, unused, salvaged and scrap material removed from existing installations to
IPC’s designated salvage, warehouse, or other IPC-designated location unless otherwise
specifically stated in the Contract Documents or unless specifically authorized otherwise in
writing by IPC.
GC-5.9 Protection of the Work.
GC-5.9.1 Contractor shall take all precautions necessary to protect the Work, shall be responsible for
the protection and safekeeping of the Work, and shall maintain all lights, guards, signs,
temporary passages, or other protection necessary for that purpose. All Work shall be done at
Contractor’s risk, and Contractor shall promptly repair or replace any loss or damage resulting
from fire or from any other cause free from all expense to IPC. Contractor shall be responsible
for any loss or damage to material, tools, equipment or other articles used or held for use in
connection with the Work. Contractor shall perform the Work to completion without damage to

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any Work, Collateral Work, or property of IPC or of others and without interference with the
operation of existing machinery or equipment.
GC-5.10 Cleaning Up.
GC-5.10.1 As a part of the Work, Contractor shall completely remove and satisfactorily dispose of all
temporary works; shall tear down and dispose of all temporary buildings; shall remove or grade,
to the extent directed, all embankments or cofferdams made for construction purposes; shall
restore all temporary rights-of-way and Access Roads; shall satisfactorily fill excavations as
directed; shall remove all construction plant and equipment; shall satisfactorily dispose of all
rubbish and waste resulting from operations under the Contract Documents; and shall do all
work necessary to restore the Work site to at least as good an order and condition as at the
beginning of the Work. If Contractor fails to clean up as provided in this Section, IPC may do so
and the cost thereof shall be charged to the Contractor and withheld from IPC’s pay to
Contractor.
GC-5.11 Record Documents / As-Builts.
GC-5.11.1 Contractor shall maintain in a safe place at the Project site two record copies of all Drawings,
Specifications, Change Orders, Directives, and Work Clarifications in good order and annotated
to show changes made during construction. These Record Documents, together with all
approved Samples and a counterpart of all approved Shop Drawings, shall be available to IPC for
reference at all times during and at the completion of the Work. These Record Documents,
Samples, Shop Drawings, operation and maintenance manuals, performance curves, and other
Project data shall be delivered to IPC prior to Substantial or Final Completion of the Work, as set
forth in Exhibit C to the Agreement.
GC-5.12 Weekly Meetings and Reports.
GC-5.12.1 When requested by IPC, Contractor and designated Subcontractors shall participate in
weekly meetings with IPC and other necessary and desired persons and entities. Such meetings
shall be held at the Project site unless approved otherwise by IPC. Contractor shall prepare,
circulate, and correct minutes of such meetings. Contractor shall also prepare and submit to IPC,
no less frequently than monthly, written reports on the progress of the Work in such form and
in such detail as reasonably required by IPC.
GC-5.13 Three-way Communication Training.
GC-5.13.1 To the extent any of Contractor’s employees, or the employees of any Subcontractor, may
engage in oral two-party, person-to-person communication with IPC personnel by means of a
two-way communication system to obtain or release clearance orders and/or perform
switching activities related to the Work, and in accordance with the requirements of the North
American Electric Reliability Corporation’s mandatory standard COM‐002—Operating
Personnel Communications Protocols, all such employees shall receive three-way
communication training prior to commencement of any Work under this Agreement. Contractor
shall ensure, and shall certify pursuant to a signed attestation form (“Attestation Form”), that
such three-way communication training has been provided its employees, and the employees
of any Subcontractor, who may engage in any of the activities described in this Section GC-
5.13.1. Contractor shall submit all completed Attestation Forms to IPC within 10 days following
commencement of Work under this Agreement. If requested by IPC, Contractor shall provide an
updated Attestation Form.
GC‐6 CONTRACTOR INFORMED AS TO CONDITIONS
GC-6.1 Contractor acknowledges and agrees that it has examined all the available records and has
conducted a field examination of the Project site and right-of-way; and that it is informed of the
subsurface conditions and surface and subsurface water conditions to be encountered, the character

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of equipment and facilities needed for the prosecution of the Work, the location and suitability of all
construction materials, the quantities in the various sections of the Work, the local weather and labor
conditions, laws applicable to the Work, and all other matters in connection with the Work and
services to be performed under the Contract Documents. Any errors, inconsistencies, or omissions
discovered or reasonably known to Contractor during this examination shall be reported promptly in
writing to IPC.
GC-6.2 Any records of subsurface condition, water records, or other observations that may have been
made by IPAR or IPC have been made in good faith. Such records may be made available to Contractor
for its information; provided that IPC makes no expressed or implied representation, warranty, or
guarantee as to the accuracy of the records or any interpretation of them. Contractor agrees that it
has formed its own opinions of the character of the Work to be performed and of materials to be
excavated from its own inspection of the site and its own interpretation of records and review of the
Contract Documents.
GC-6.3 Contractor further agrees that the Contract Price and Approved Schedule is based on its own
knowledge and judgment of the conditions and hazards involved, and not upon any representations
of IPC or IPAR.
GC-6.4 Contractor acknowledges and agrees that it has examined the Contract Documents. Any design
errors or omissions discovered by Contractor during this review shall be reported promptly in writing
to IPC.
GC-6.5 Contractor recognizes that electronic media or CADD form (collectively “CADD Files”) are not
intended to be used for construction, are not Construction Documents under the terms of the
Agreement and may result in variances when plotted. Any use of any kind or any changes of any kind
to the CADD Files will be at the Contractor’s sole risk, and without liability, risk or legal exposure to
IPC or its members, partners, officers, directors, agents, and employees or IPC consultants or
contractors. In the event Contractor or Subcontractor, uses the CADD Files, Contractor shall release
and, to the fullest extent permitted by law, indemnify, hold harmless and defend IPC and its members,
partners, officers, directors, agents, and employees and IPC consultants from, for, and against any and
all claims, demands, losses, expenses, damages, penalties and liabilities of any kind, including without
limitation attorneys’ fees and costs, arising out of or relating in any way to such use of or change to
the CADD Files.
GC‐7 INTERPRETATION AND MODIFICATION OF CONTRACT DOCUMENTS
GC-7.1 The intent of the Contract Documents is to describe a functionally complete Project to be
constructed. Contractor agrees and acknowledges that any labor, documentation, services, materials,
or equipment that may be reasonably inferred from the Contract Documents or from prevailing
custom or trade usage as being required to produce the intended result will be provided by
Contractor, whether or not specifically called for, at no additional cost to IPC. The Contract Documents
are to be construed as complimentary. What is required by one shall be considered to be required by
all. In the case of conflicts, ambiguities or inconsistencies in the Contract Documents, Contractor shall
request interpretation from IPC, and IPC shall promptly provide clarification to Contractor, which
interpretation shall be binding on Contractor and IPC.
GC-7.2 Contractor agrees that all claims of Contractor, including without limitation, questions concerning
interpretation, clarification of this Agreement, the acceptable fulfillment of this Agreement on the part
of Contractor shall be submitted in writing to IPC for determination within seven Days of discovery.
Contractor agrees that Contractor’s failure to ask for a determination within the time allotted shall
constitute a waiver by Contractor of all of its rights to future claims, judicial or otherwise.
GC-7.3 IPC will issue all determinations, instructions, and clarifications within 14 Days and shall be final,
unless the Contractor files with IPC, within 14 Days after IPC notifies Contractor of any such
determination, instruction or clarification, a written protest stating clearly and in detail the basis

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thereof. IPC will issue a decision in writing upon each such protest within 14 Days of receipt of protest,
and its decision will be final. At all times, Contractor shall proceed with the Work in accordance with
the determinations, instruction, and clarifications of IPC. Contractor shall be solely responsible for
requesting instruction or interpretations and shall be solely liable for any cost and expense arising
from its failure to do so. Contractor agrees that Contractor’s failure to protest IPC’s determinations,
instructions, clarifications, or decisions within 14 Days after receipt thereof shall constitute a waiver
by Contractor of all of its rights to further protest or make a claim, judicial or otherwise.
GC-7.4 Changes to the Contract Documents may only be made by a Change Order or amendment to the
Contract Documents executed by both Parties.
GC‐8 TIME AND ORDER OF COMPLETION
GC-8.1 Time limits stated in the Agreement and Contract Documents are of the essence of the Agreement.
Contractor agrees and acknowledges that it shall achieve Substantial Completion on or before the
Guaranteed Substantial Completion Date, and that all Work shall be completed by the Final Completion
Date. On or prior to the date specified in the Special Conditions (Exhibit C to the Agreement),
Contractor shall submit to IPC a progress construction schedule in the form of a critical path method
diagram which specifies the dates on which Contractor plans to begin and complete various parts of
the Work and shall contain dates in all respects consistent with the Milestone Date(s), Guaranteed
Substantial Completion Date, and Final Completion Date. The schedule shall identify all Work
activities and events that are critical to ensuring Substantial Completion and Final Completion of the
Project and the Work by and in conformance with the dates set forth in the Agreement and Contract
Documents, including coordination between submittal and Shop Drawing approvals and related Work
activities, and coordination with other contractors performing work for IPC. The schedule shall
identify in reasonable detail all phases of construction, all Work activities (including without
limitation procurement, submittal, and Shop Drawing activities), and all events that will occur during
performance of the Work, and shall graphically represent the logical sequence of such phases of
construction, Work activities, and events that will occur on the Project. The schedule shall include
work activities to be performed by IPC and those working for, through, or on behalf of IPC. The
schedule shall also be in a form (including machine-readable electronic format if requested by IPC)
and with contents acceptable to IPC, and upon review and acceptance by IPC, the schedule shall
become Exhibit E to the Agreement. In the event Contractor submits a schedule in a form unacceptable
to IPC, Contractor shall promptly revise the same in accordance with the requirements and
recommendations of IPC and shall resubmit the revised schedule for acceptance. When IPC has
approved a schedule, the schedule shall be acknowledged through any of (a) the initials of both
Contractor and IPC on each page of the accepted schedule, (b) physical marking by IPC of the schedule
with the word “Approved” or words or phrases of similar import, (c) execution via signatures on the
schedule by IPC and Contractor, or (d) written acknowledgment (by electronic means or otherwise)
of IPC that makes it clear from the context that the schedule is approved. The accepted schedule so
marked or acknowledged, along with all dates set forth in the Agreement and Contract Documents,
shall be referred to as the “Approved Schedule”. Contractor shall provide an electronic version of the
Approved Schedule when requested by IPC.
Contractor shall monitor the progress of the Work for conformance with the Approved Schedule and
shall, on a monthly basis, submit to IPC written updates reporting the actual status of the Work as
compared to the Approved Schedule. Contractor’s written updates shall reflect the reasons (to the
best of Contractor’s knowledge) for deviation, if any, from the Approved Schedule; impacts upon the
schedule caused by Change Orders; and shall reflect the progress of the Work achieved by the
Contractor during the previous update period. Contractor is responsible for coordinating its own
schedules, including, without limitation, the schedules of Subcontractors, as well as construction-
related activities of others. Contractor acknowledges and agrees that other contractors and IPC may
be performing work related to the Project and that Contractor will need to coordinate its Work around
the work of those contractors and IPC.

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GC-8.2 Changes to the Approved Schedule may only be made by a Change Order or amendment to the
Contract Documents executed by both Parties.
GC-8.3 At all times during the performance of the Work, Contractor shall monitor the progress of the Work
to ensure progress is achieved in accordance with the Approved Schedule. In Project updates required
under Section GC-8.1, Contractor shall promptly advise IPC of any delays or potential delays that may
negatively impact the progress of the Work or that may jeopardize Substantial Completion or Final
Completion of the Project and the Work by and in accordance with the dates and times set forth in the
Approved Schedule. In the event Contractor advises IPC of such delays or potential delays, Contractor
shall provide IPC a written plan to recover such delays that shall set forth any changes in schedule
logic, the performance of overtime work, the performance of shiftwork, and the use of additional labor
required to recover the identified delay.
Contractor acknowledges that the Approved Schedule contains Float. Contractor agrees that all Float
on the Approved Schedule may be consumed by Contractor or IPC as necessary. In the event the
Contractor or IPC have competing need for the use of Float, then the Float at issue shall be allocated
equally between the parties. Use of Float by either party shall be without liability to the other for
adjustments in the Contract Time or Contract Price, or for any additional payment of any sort by
reason of the loss or use of any Float.
GC-8.4 IPC, for any reason, may require the Contractor at any time to perform any portion of the Work on
an overtime or shiftwork basis. If IPC requires overtime or shiftwork, the premium portion of the labor
cost to perform such overtime or shiftwork shall be considered Additional Work, provided IPC has
required such to accelerate the Approved Schedule and promote IPC’s interest. Overtime work or
shiftwork required to enable Contractor to meet the Approved Schedule as required in Section GC-
8.1, or to correct Defective Work, or to otherwise serve Contractor’s interest, is not Additional Work.
The Contract Price, the Approved Schedule, or both will be appropriately adjusted pursuant to Section
GC-17.3 for all overtime or shiftwork constituting Additional Work. Such adjustments in Contract
Price shall be limited to the Contractor’s direct costs for the performance of overtime or shiftwork,
and shall not include overhead and profit. In no event will the Contractor be entitled to recovery of
indirect costs or impact costs associated with the performance of such overtime or shiftwork,
including without limitation, costs related to inefficiencies that arise out of performance of Work
under overtime or shiftwork conditions, the stacking of trades, or other like indirect or impact costs.
GC-8.5 If IPC determines that Contractor’s performance of the Work is not in accordance with the
Approved Schedule, or that Contractor has failed to reach the level of completion required by the
Approved Schedule, IPC shall have the right to direct the Contractor to accelerate the progress of
construction. Without waiving any other right or remedy it may have under the Contract Documents,
IPC may direct the Contractor to accelerate the progress of construction by (1) working additional
shifts; (2) working overtime; or (3) supplying additional manpower, materials, and equipment
necessary to meet the Approved Schedule. Upon receipt of such a request from IPC, Contractor shall
immediately implement the corrective measures directed by IPC until the progress of the Work meets
the requirements of the Approved Schedule. IPC’s request that Contractor accelerate the progress of
performance of the Work under this Section GC-8.5 shall not constitute Additional Work and is for the
sole purpose of ensuring the Contractor’s maintenance of the Approved Schedule.
GC-8.6 Contractor shall coordinate Work with IPC and those working for, through, or on behalf of IPC. IPC
may require Contractor to make reasonable changes in the sequence of Work at any time during the
performance of the Work in order to facilitate the performance of work by IPC or those working for,
through, or on behalf of IPC. To the extent such changes materially affect (whether by increasing or
decreasing) Contractor’s time and costs, were not reasonably anticipated, and the procedures of
Section GC-15 below have been complied with, the Approved Schedule and Contract Price may be
equitably adjusted as provided in Section GC-15.

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GC‐9 SCHEDULE OF VALUES OR PROGRESS PAYMENT SCHEDULE
GC-9.1 If required in the Special Conditions (Exhibit C to the Agreement), Contractor shall submit to IPC:
(a) a schedule of values apportioning the value, as a percent of the total Contract Price, of each phase
or division of Work (“Schedule of Values”); or, (b) a schedule of payment milestones and applicable
progress payments to be made upon IPC’s determination that Contractor has achieved such payment
milestones (a “Progress Payment Schedule”). The Schedule of Values or Progress Payment Schedule,
as applicable, shall be in a form acceptable to IPC and shall become part of the Contract Documents as
Exhibit F to the Agreement.
The Schedule of Values will include an approximate dollar value (or percentage of the Contract Price)
associated with each Work component or the Progress Payment Schedule will include a dollar amount
(or percentage of the Contract Price) associated with each applicable payment milestone. The cost of
Contractor’s overhead, fee, and construction indirects shall be included in the Schedule of Values or
Progress Payment Schedule, as applicable. The summation of the dollar amount allocated to each
Schedule of Values or Progress Payment Schedule component shall be equal to the Contract Price.
Contractor agrees that the cost specified for each component of Work in the Schedule of Values or
Progress Payment Schedule is a representative estimate of the anticipated cost of completion;
however, IPC and Contractor acknowledge that the actual cost of completion of a particular
component of Work may ultimately differ from that specified in the Schedule of Values or Progress
Payment Schedule. Neither the Contract Price nor the dollar values for components of Work listed on
the Schedule of Values or Progress Payment Schedule shall change based upon actual costs for
applicable components.
The Schedule of Values or Progress Payment Schedule, as applicable, shall be amended by the
Contractor during the course of the Work, not less often than monthly, for approval by IPC, to account
for any Change Orders issued during such monthly period. The Schedule of Values or Progress
Payment Schedule, as applicable, will be incorporated into the Contract Documents only following
approval by IPC in writing. Approval of the amended Schedule of Values or Progress Payment
Schedule, shall be represented by any of (a) the initials of both Contractor and IPC on each page of the
Schedule of Values or Progress Payment Schedule, (b) physical marking by IPC of the Schedule of
Values or Progress Payment Schedule, with the word “Approved” or words or phrases of similar
import, (c) execution via prominent signatures on the Schedule of Values or Progress Payment
Schedule, by IPC and Contractor, or (d) written acknowledgment (by electronic means or otherwise)
of IPC that makes it clear from the context that the Schedule of Values or Progress Payment Schedule
is approved.
GC‐10 UNIT PRICE WORK AND ESTIMATED QUANTITIES
GC-10.1 Contractor acknowledges and agrees that the IPC is not a guarantor of the estimated quantities
of any unit price items stated in the Contract Documents or subsequently agreed upon, and that IPC
shall not be required to purchase any minimum amount of Unit Price Work. If the Agreement
specifically provides that all or a part of the Work is to be Unit Price Work (by inclusion of a Schedule
of Unit Prices in the Agreement or by other written document included in the Contract Documents
stating that all or a portion of the Work will be considered Unit Price Work), Contractor agrees that it
shall not be entitled to additional compensation for anticipated profits, for loss of profits or for any
damages in the event (i) there is a difference between the quantities of the various kinds of Work
actually performed or materials actually delivered and the estimated quantities of labor, materials or
equipment set forth in the Contract Documents; or (ii) no Work is ordered under certain unit items.
Unit prices are inclusive of all costs for the Unit Price Work, including but not limited to costs of labor,
services, materials, equipment, tools, supervision, insurance, bonds, applicable taxes, and overhead
and profit for that Work. No other mark-up whatsoever will be allowed on items or units within the
Schedule of Unit Prices.

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GC‐11 SUBMITTALS
GC-11.1 Contractor shall submit Drawings, Samples, product data, and other documents as required by
IPC to IPC for review and approval. IPC, at its sole discretion, may require Contractor to develop a
Schedule of Submittals. If IPC requires a Schedule of Submittals, Contractor shall submit Shop
Drawings and Samples in accordance with that Schedule of Submittals.
a. Shop Drawings.
i) Contractor shall submit a minimum of four copies of Shop Drawings to IPC.
ii) Data shown on Contractor’s Shop Drawings shall be complete with respect to quantities,
dimensions, specified performance and design criteria, materials, and similar data to show IPC
the services, materials, and equipment Contractor proposes to provide and to enable IPC to
review the information for the limited purposes required by Section GC-11.4.
b. Samples.
i) Contractor shall submit two Samples, unless Contractor requests a returned Sample.
Contractor shall clearly identify each Sample as to material, supplier, pertinent data such as
catalog numbers, the use for which intended and other data as IPC may require to enable IPC
to review the submittal for limited purposes as required by Section GC-11.4.
GC-11.2 If a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals,
any related Work performed prior to IPC review and approval of the pertinent submittal will be at the
sole expense, risk or removal, and responsibility of Contractor.
GC-11.3 Submittal Procedures:
a. Before submitting each Shop Drawing or Sample submittal, Contractor shall have reviewed and
coordinated each Shop Drawing or Sample with (i) other Shop Drawings and Samples related to
the Work, (ii) the requirements of the Work, (iii) the Contract Documents, and (iv) the site
conditions. Contractor shall also have determined and verified:
i) All field measurements, quantities, dimensions, specified performance and design criteria,
installation requirements, materials, catalog numbers, and similar information with respect
thereto;
ii) The suitability of all materials with respect to intended use, fabrication, shipping, handling,
storage, assembly, and installation pertaining to the performance of the Work; and
iii) All information relative to Contractor’s responsibilities for means, methods, techniques,
sequences, and procedures of construction, and safety precautions and programs incident
thereto.
b. Contractor’s submittals shall each bear a stamp or specific written certification that Contractor
has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s
review and approval of that submittal.
c. With each submittal, Contractor shall give IPC specific written notice of any variations that the
Shop Drawing or Sample may have from the requirements of the Contract Documents.
Contractor’s written notice shall be both a written communication separate from the Shop
Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing
or Sample submitted to IPC for review and approval of each variation.
GC-11.4 IPC’s Review
(i) IPC will provide timely review (within 30 Days) of Shop Drawings and Samples. IPC’s review
and approval is solely to visually determine if the items encompassed within the submittals will,
upon proper installation or incorporation in the Work by Contractor, be compatible with the
design concept of the completed Project as a functioning whole as indicated by the Contract

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Documents. If IPC does not respond to the submission of a submittal within the 30 Days, then
Contractor shall provide IPC with written notice of IPC’s failure to respond in a timely manner, (ii)
inform IPC whether the delay has an impact to any specific activities in the Approved Schedule,
and (iii) provide IPC a detailed explanation of the impact to the schedule.
b. IPC’s review and approval will not extend to means, methods, technique, sequences, or procedures
of construction (except where a particular means, method, technique, sequence, or procedure of
construction is specifically and expressly called for by the Contract Documents) or to safety
precautions or programs incident thereto. The review and approval of a separate item as such will
not indicate approval of the assembly in which the item functions. IPC’s review and approval shall
not constitute acceptance of any Work, and shall not limit IPC’s rights and remedies under this
Agreement or law in any way.
c. IPC’s review and approval shall not relieve Contractor from responsibility for any variation from
the requirements of the Contract Documents unless (i) Contractor has complied with the
requirement of Section GC-11.3.c, and (ii) IPC has given written approval of each such variation
by specific written notation thereof incorporated in or accompanying the Shop Drawing or
Sample. IPC’s review and approval shall not relieve Contractor from responsibility from
complying with the requirements of Section GC-11.3 or any other requirements of the Contract
Documents.
GC-11.5 Resubmittal Procedures. Contractor shall make corrections required by IPC and shall return the
required number of corrected copies of Shop Drawings. Contractor shall submit new Samples for
review and approval if required by IPC. Contractor shall direct specific attention in writing to revisions
other than the correction called for by IPC on previous submittals. IPC may, at its sole discretion,
require Contractor to reimburse IPC reasonable rates for IPC’s review of Contractor’s resubmittals.
GC‐12 PRODUCT SUBSTITUTION
GC-12.1 Contractor shall submit to IPC for IPC’s review and approval, data on all materials and equipment
that differ in any respect from materials and equipment specified in the Specifications, Drawings, and
the Contract Documents. Materials proposed by Contractor and Subcontractors for use in Work not
specifically mentioned in the Specifications shall be included and highlighted.
GC-12.2 Contractor acknowledges and agrees that if the name, brand, or model of a manufacturer’s article,
product, item of equipment, or system is specified, it shall be used as a measure of quality and utility
or as a standard. No intent to limit competition shall be inferred or implied. If more than one
manufacturer’s name is specified, the first named manufacturer is the basis of design. Second, third,
and subsequent named manufacturers shall be considered substitutions.
GC-12.3 If Contractor desires to use another brand or manufacture of quality, appearance, and utility equal
to the product specified, Contractor shall request substitution as provided herein. IPC will either
accept or reject the substitution, and IPC’s decision shall be final. Unless substitutions are requested
and approved as provided herein, deviations from the Drawings, Specifications, and Contract
Documents will not be permitted.
GC-12.4 Requests for substitution will be considered by IPC only if Contractor complies with the following
procedures:
a. Submits complete technical data, including drawings; complete performance specifications; test
data and tests as may be required by IPC; and samples of the article proposed for substitution as
applicable.
b. Submits comparative data on the material, equipment, or system to be replaced by the proposed
substitution.

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c. Includes in the transmittal letter a signed statement that the proposed substitution is in full
compliance with the Contract Documents.
d. Submits requests for substitutions to IPC in duplicate.
e. Submits requests for substitutions that contain not less than the following information in the
headline or subject of the transmittal letter:
i) Project Title.
ii) Subject (Unit or Division of Work).
iii) Drawing and Specification references; Drawing number and detail; Specification section,
Article, Paragraph, and Subparagraph.
GC-12.5 IPC will consider the service of the proposed substitution in its evaluation of the substitution. IPC
may require data on not less than three readily accessible, comparable installations of the item
proposed for substitution completed in the five years prior to the Contractor’s request for the
substitution. IPC may also require Contractor to furnish to IPC a written warranty with adequate
safeguards, assuring satisfactory performance of a proposed substitute item or system for a stated
minimum period of time.
GC-12.6 IPC may reject a proposed substitution for any reason, including without limitation, if a proposed
substitution requires changes in related Work, which in the opinion of IPC, constitutes a deviation
from Contract Documents or aspects of design.
GC-12.7 Contractor shall be responsible for changes in other parts of the Work caused by a substitution
at no additional cost to IPC.
GC-12.8 Contractor shall not proceed with a substitution until IPC has accepted the substitution in writing.
Such acceptance shall not relieve the Contractor from complying with the requirements of the
Drawings, Specifications, and Contract Documents.
GC-12.9 Substitutions submitted to IPC that do not comply with the above requirements will be returned
to Contractor without review. Contractor shall furnish originally specified items unless a request for
substitution is submitted and accepted by IPC in writing in accordance with above requirements.
GC‐13 INSPECTION, COVERED WORK, DEFECTIVE WORK, AND RIGHT OF ACCESS
GC-13.1 Contractor agrees that IPC may, at its sole discretion, perform inspections of all Work, including
without limitation, any material and equipment furnished by Contractor. Contractor shall furnish to
IPC and its agents, access at all times to the Work and to the premises used by Contractor, and shall
cooperate with and make reasonable accommodations for inspections, including without limitation
temporarily discontinuing portions of the Work or uncovering or disassembling portions of the Work.
Contractor agrees that IPC shall not have any duty to make such inspections, and that any inspection
by IPC shall not limit IPC’s rights and remedies in any way. Contractor agrees that visits or inspections
by IPC shall not be construed to create an obligation on the part of IPC to make on-site inspections or
observations to check the quantity or quality of the Work. IPC shall neither have control over nor have
charge of, nor be responsible for, the construction means, methods, techniques, sequences or
procedures, or for the safety precautions and programs in connection with the Work, since these are
Contractor’s responsibilities under the Contract Documents. IPC’s inspection of the Work shall not
relieve Contractor of any obligation or responsibility under the Contract Documents, including
without limitation, its responsibility to construct the Work in compliance with the Contract
Documents.
GC-13.2 If, prior to Final Completion of the Work and without limitation to any other remedies available
to IPC, the Work or any portion thereof is found to be defective, out of compliance with Contract
Documents, or shall be damaged in whole or in part by Contractor or those working through, for, or

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on behalf of Contractor, Contractor agrees to promptly repair or replace such defective Work or
damage in a manner satisfactory to IPC and without adjustment to Contract Time or Contract Price. In
no case shall defective, non-conforming, or imperfect Work be deemed to be accepted by IPC.
GC-13.3 At the request of IPC, Work that has been covered prior to inspection shall be uncovered by
Contractor for the purpose of inspection. If the Work uncovered under this Section was required to
have been inspected prior to covering or is determined to be defective or out of compliance with
Contract Documents, then (i) Contractor shall bear the costs of uncovering, remediation or
replacement of the Work, and recovering the Work; (ii) and Contractor’s Contract Time or Contract
Price shall not be adjusted.
GC-13.4 If the Work uncovered (i) was not required to be inspected prior to covering by Contractor, and
(ii) is in conformance with Contract Documents, and without defect , then such costs shall be the
responsibility of IPC. IPC shall pay costs at the agreed unit prices for such class of Work. In the event
the work of uncovering materials and the repair or replacement thereof is not covered by agreed unit
prices, IPC shall pay for such work on the basis of actual direct cost of labor, materials, equipment use
and incidental expense, as stated in Section GC-17.3.c., except that no percentage mark-up for
Contractor’s overhead and profit shall be added to actual direct cost of labor, materials, equipment use
and incidental expense.
GC-13.5 If Contractor shall fail to repair or replace any defective or non-compliant Work or materials after
reasonable notice, IPC, at its option, may cause such Work or materials to be repaired or replaced, and
the expense thereof shall be charged to Contractor and may be deducted from any amount payable by
IPC to Contractor.
GC-13.6 If during performance of the Work, Contractor or any of its Subcontractors cause damage to IPC
infrastructure or facilities, or to third party-owned property for which IPC is ultimately responsible
for repairing or replacing, IPC may, within its sole discretion, cause such damage to be repaired or
replaced and either: (i) charge Contractor for all expenses incurred by IPC for such repair or
replacement; or, (ii) deduct all expenses incurred by IPC for such repair or replacement from any
amount payable by IPC to Contractor.
GC‐14 IPC SUSPENSION OF WORK
GC-14.1 IPC may, without cause, by written order to the Contractor, suspend, delay, or interrupt the Work,
in whole or in part, for such period as IPC may determine.
GC-14.2 Adjustments to the Contract Time for any IPC suspension, delay, or interruption of the Work
effected pursuant to this section shall be made in accordance with the terms of Section GC-15 hereof.
GC-14.3 No adjustment to Contract Time shall be made if the Contractor is or otherwise would have been
responsible for the suspension, delay, or interruption of the Work, or if another provision of these
General Conditions or the Special Conditions (Exhibit C to the Agreement) (if applicable) is applied to
render an equitable adjustment. Not in limitation of the generality of the foregoing, the failure of
Contractor to timely deliver documents required by these General Conditions, including, but not
limited to, the Approved Schedule and the Schedule of Values or Progress Payment Schedule, as
applicable, shall (not in limitation of other rights and remedies of IPC) form the basis of IPC’s right to
suspend performance of the Agreement and Work under the Contract Documents until Contractor has
satisfied such obligations, and shall not form the basis for an extension of time for Contractor’s
obligations under the Contract Documents, it being understood that Contractor shall at all times
diligently perform all of its obligations under the Contract Documents.
GC‐15 DELAY AND DELAY CLAIMS
GC-15.1 Basis of Claim. Contractor may make a delay claim pursuant to Sections GC-15.2 through GC-15.4
(“Delay Claims”) if all of the following occurs:

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a. If Contractor’s critical path is delayed at any time in the progress of the Work due to Additional
Work, a Force Majeure Event, or the discovery of undisclosed or concealed Hazardous Materials,
all of which were not reasonably anticipated in the area or time in which the affected portion of
the Work is to be or is being performed; and
b. If Contractor and any Subcontractor or vendor to either (or any person or entity for whose acts or
omissions any of them are responsible) is without fault in causing such delay; and
c. If such delay could not have been prevented by reasonable precautions by Contractor or
Subcontractor, and
d. If the delay cannot reasonably be circumvented by Contractor or Subcontractor through the use
of alternate sources, work around plans or other means; and
e. If such delay will prevent the Contractor from achieving the Guaranteed Substantial Completion
Date
f. Notwithstanding the provisions in this Section GC-15.1, no extensions of the Contract Time shall
be allowed for delays or suspensions to the extent caused by the acts or omissions of the
Contractor or Subcontractors, or anyone for whose acts or omissions any of them are responsible
(including their respective vendors), or by the failure of such persons or entities to perform as
required by this Agreement.
GC-15.2 Notice of Delay. Upon the occurrence of any Directive, event, or circumstance that causes any
delay to the Work or Project that will prevent the Contractor from achieving the Guaranteed
Substantial Completion Date and the deadlines set forth in the Approved Schedule, and not later than
72 hours after the occurrence of such Directive, event, or circumstance, Contractor shall provide IPC
written notice identifying the Directive, event, or circumstance that will or may give rise to such delay
and the Work activities, Work sequences, and construction phases that will or may be delayed.
Contractor agrees and acknowledges that the failure of Contractor to provide written notice as
required by this Section 15.2 or to acquire the requisite prior written authorization to proceed with
changes to the Work that will or may cause delay arising from a Directive, event, or circumstance shall
result in waiver of Contractor’s claim for time extensions for delays arising out of such Directive,
event, or circumstance.
GC-15.3 Delay Claim Procedure. Claims by Contractor for extensions of time as a result of the delay for
which Contractor has given IPC notice shall be submitted in writing to IPC not later than 21 Days after
the occurrence of the delay causing Directive, event, or circumstance that gives rise to Contractor’s
claim. Contractor shall be permitted to submit such claims only if it has fully complied with the
requirements of Section GC-15.2, and only if the claim is permitted pursuant to Section GC-15.1.
Contractor’s claim for time extension shall specifically identify the delay causing Directive, event, or
circumstance preventing Contractor from achieving the Guaranteed Substantial Completion Date,
shall provide a detailed quantification of the time impact of the delay upon the Work, and shall indicate
how the delay satisfies Section GC-15.1. Contractor’s quantification of time impact of such delay shall
include a detailed analysis of the Approved Schedule that (1) identifies the Work activities, Work
sequences, and construction phases impacted by the delay; (2) quantifies the time impact upon each
activity, sequence, and phase; (3) and provides a list of logic changes, if any. Contractor shall also
provide an updated schedule in electronic and paper format. Failure of Contractor to provide such
written claim and detailed analysis to IPC within the timeframe established shall result in waiver of
Contractor’s claim for time extension.
GC-15.4 Time Extension. To the extent that IPC determines that it is not possible to revise the Approved
Schedule to accommodate the change without impacting the Guaranteed Substantial Completion Date,
and further determines that the facts justify a change in the Guaranteed Substantial Completion Date,
IPC will:

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a. For properly submitted, valid, and approved Delay Claims, IPC will issue a Change Order extending
the Guaranteed Substantial Completion Date for as much time as IPC deems reasonable for
Contractor to complete all or any affected portion of the Work. Contractor shall not be entitled to
additional compensation or delay damages arising out of or related to the claim.
b. If, however, IPC determines that the facts do not justify a change in the Guaranteed Substantial
Completion Date claims for the same will be denied.
c. No Consequential Damages. Contractor acknowledges and agrees that an extension of the
Guaranteed Substantial Completion Date shall be Contractor’s sole and exclusive remedy for any
delay, hindrance, disruption, loss of productivity or inefficiency, of whatever kind, nature or cause,
affecting Contractor’s commencement, prosecution, or completion of the Work and Contractor
shall not be entitled to compensation in connection with any such delay, hindrance, disruption,
loss of productivity or inefficiency including, without limitation, direct damages, indirect damages,
consequential damages, impact damages or other similar damages or recoveries, for any reason.
GC‐16 ADDITIONAL WORK
GC-16.1 IPC may direct Additional Work without affecting the validity of the Agreement. All Additional
Work must be authorized by an applicable Directive, Work Clarification, or Change Order. Contractor,
upon receipt of a Directive, Work Clarification, or Change Order, and subject to the terms of Sections
GC-8 and GC-15, shall expeditiously proceed and carry out the Work directed by such written order.
For purposes of clarity, any reduction or deletion in Unit Price Work to an amount less than the Unit
Price Estimate shall not require a Directive, Work Clarification, or Change Order, unless requested by
IPC, it being understood that IPC shall be obligated to pay Contractor only for the actual number of
units of Unit Price Work actually performed or delivered.
GC-16.2 IPC shall have the authority to order changes in the Work that have little or no affect upon either
the cost of the Work or the time required to complete the Work, and such changes in the Work shall
be directed by IPC through a Work Clarification and shall bind IPC and Contractor. Contractor agrees
and acknowledges that no additional compensation shall be paid, no schedule adjustment shall be
permitted, and no reduction in Contract Price shall result from changes ordered by IPC under this
Section 16.2.
GC-16.3 Upon receipt of such Directive, Work Clarification, or Change Order, and subject to the terms of
Sections GC-8 and Section GC-15, Contractor shall promptly proceed with the change in the Work
described therein and shall notify IPC of its agreement or disagreement with the Contract Price,
Approved Schedule, or Guaranteed Substantial Completion Date adjustment or method of adjustment,
if any, described in such written order. If Contractor objects to IPC’s proposal or denial of
compensation or Approved Schedule or Guaranteed Substantial Completion Date adjustments, then
Contractor may submit a written claim in accordance with Sections GC-17.1 and GC-17.2 below, but
shall proceed with the Work.
GC-16.4 Any Change Order developed pursuant to Section GC-16 shall be in substantially the form
attached as an annex to the Agreement, or such other form as is acceptable to IPC.
GC‐17 CLAIMS FOR ADDITIONAL WORK
GC-17.1 Upon the occurrence of any Directive or Work Clarification by IPC, or event or circumstance that
causes or requires the Contractor to perform what it believes to be Additional Work, and not later
than 72 hours after the occurrence of such Directive, event or circumstance, Contractor shall provide
IPC written notice identifying the event or circumstance that gives rise to such Additional Work and
the impact such work will have on the Approved Schedule. Contractor acknowledges and agrees that
failure of Contractor to provide written notice as required by this Section, or to acquire the requisite
written authorization to proceed with Additional Work arising from a Directive or Work Clarification,

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shall result in waiver of Contractor’s claims for increase in the Contract Price or extensions of time for
performance of the Work.
GC-17.2 Contractor acknowledges and agrees that claims by the Contractor for Additional Work, seeking
recovery of the cost or expense of such work, shall be submitted to IPC in writing not later than 21
Days after occurrence of the Directive, Work Clarification, event, or circumstance that gives rise to
Contractor’s claim. Contractor shall be permitted to submit such claims only if it has fully complied
with the requirements of Section GC-17.1. Contractor’s claim for such work shall specifically identify
the Directive, Work Clarification, event, or circumstance causing the performance of such work and
shall specifically identify the Additional Work performed by the Contractor. Contractor’s claim shall
also contain a comprehensive quantity survey and cost accounting of the work Contractor claims as
Additional Work. Contractor agrees that failure of Contractor to provide such written claim to IPC
within the time frame established shall result in waiver of Contractor’s claim for such Additional
Work.
GC-17.3 Adjustments to the Contract Price shall be as follows:
a. By applying unit prices (if any) applicable to the Additional Work and agreed to by IPC, such unit
prices being set forth in an Exhibit attached to the Agreement and incorporated therein; or
b. By fixed lump sum adjustment to the Contract Price agreed to by IPC and Contractor; or
c. If neither (a) or (b) above applies, then the Contract Price shall be adjusted in the amount of actual
direct cost of added labor, Contractor-furnished materials, subcontracts and equipment less
estimated savings for deleted labor, Contractor-furnished materials, subcontracts, and equipment,
plus 10% of the net direct cost amount for Contractor’s overhead, profit, and indirect costs.
Contractor acknowledges and agrees that the overhead-profit percentage fee shall cover all
Contractor’s profit and job site overhead for superintendents, transportation and use of small
tools and equipment not susceptible to classification under transportation equipment or heavy
equipment, general office overhead, insurance, bond, if any, and all other indirect and incidental
expense.
Notwithstanding the foregoing, Contractor acknowledges and agrees that any adjustment to the
Contract Price pursuant to subsections (a), (b), or (c) of this Section GC-17.3 includes all applicable
taxes and costs, including but not limited to, overhead, profit, and markup.
If the Additional Work includes a reduction or deletion in Work, then the reduction or deletion will be
credited to IPC on the basis of reduced Contract Time and accelerated Guaranteed Substantial
Completion Date, or reduction in Contract Price, or both. The amount of credit to be allowed IPC on
the Contract Price under this Section will be the amount of the actual net decrease in cost plus a
deduction in Contractor’s overhead-profit by an amount equal to 10% of such net decrease. Except as
otherwise agreed to by IPC, in the event a reduction or deletion in Work is to Unit Price Work, the
reduction to the Contract Price shall be equal to the number of units so reduced or deleted multiplied
by the dollar amount set forth for each unit of such Work in the Schedule of Unit Prices.
GC-17.4 Calculations for purposes of Section GC-17.3.c. shall be based on the following:
a. Labor. IPC shall pay straight-time labor (straight-time payroll) direct costs and overtime labor
(premium payroll) direct costs, for those hours directly involved in completing the Additional
Work.
i) Straight-time payroll is defined as the wage rate paid for hours worked during the normal 40
hour work week.
ii) Premium payroll is defined as a wage rate higher than straight-time, payable for overtime
work. The premium payroll shall not exceed 1.5 times straight-time and will be reimbursed
only if (i) given written approval in advance by IPC, and (ii) overtime is not incurred as result

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of Contractor’s actions, omissions, delays, defaults, or inefficiencies. The premium pay in
excess of the straight-time rate is not subject to the overhead-profit percentage fee.
b. Subsistence: IPC shall pay subsistence only if Contractor shows that, as a result of the Additional
Work, the workers’ number of days on the job were extended and that those workers were
actually being paid subsistence by Contractor prior to and during the time period in question.
Subsistence is not to be included in the hourly payroll rate. Subsistence will be compensated at
the direct cost paid to the employee and is not subject to any markup, overhead, or profit
percentage fee.
c. Contractor-furnished Materials. Contractor-furnished materials verified by IPC as necessary for
the Additional Work will be compensated at actual invoice cost plus the overhead-profit
percentage fee set forth in Section GC-17.3.c.
d. Subcontracts. Subcontracts at any tier must be approved in advance by IPC for any portions of
Additional Work. IPC has the right, but not the duty, to inspect the contract entered into between
and amongst Contractor and Subcontractor. Subcontract costs will be compensated at actual
invoice cost plus the overhead-profit percentage fee set forth in Section GC-17.3.c.
e. Equipment.
i) For Additional Work involving the use of trucks, tractors, derricks, cranes, and excavators,
Contractor shall be paid for (i) actual use at agreed rental prices not to exceed rental prices of
comparable equipment available to IPC from commercial rental sources, or (ii) at rental rates
not to exceed 60 percent of the monthly rental rates established in the latest edition of the
Rental Rate Blue Book for Construction Equipment, whichever is lower. Hourly rates calculated
using the Rental Rate Blue Book shall be 60 percent times the Blue Book monthly rate divided
by 176. Said rental prices shall include, unless otherwise specifically agreed to, the furnishing
of all necessary power or fuel, lubricating oils and greases, rigging, maintenance and repairs, but
unless otherwise specifically agreed to, shall not include labor for operating purposes.
Contractor’s expense of furnishing all gas, oil, lubrication, maintenance and repair (excluding
operating personnel) shall not exceed the operating rates established in the Rental Rate Blue
Book. For heavy equipment (not self-propelled or readily movable), equipment hauling costs
to and from Contractor’s nearest equipment yard or nearest project site to the Project will be
paid for at the actual rate paid by Contractor provided that rate does not exceed the average rate
charged for similar transportation by local heavy equipment transporters. Said rental prices
shall determine the complete payment for equipment furnished, including profit,
superintendents, general overhead and other indirect expense.
ii) For Additional Work requiring Rental Equipment, Contractor shall furnish to IPC a detailed
list of equipment by type, size, and proposed rental rate. Hourly, weekly, and monthly rental
rates shall be given for each type of equipment listed. Contractors shall use a rental rate of
monthly, weekly, or hourly, whichever equals to a lesser charge for IPC.
iii) Hourly rates shall be paid only on such time as equipment is in “actual use”. Time of “actual
use” is defined as the time equipment is on the Work site actually in use.
iv) Standby will be paid to Contractor during any period of Additional Work to compensate
Contractor for keeping, to the extent required in the notice, its equipment committed to the
Additional Work in a standby status. The standby charge for equipment shall not exceed 25%
of the agreed upon rental rate and will only be made to equipment that is in operable
condition.
GC‐18 DISPUTE RESOLUTION
GC-18.1 Except as may be expressly provided elsewhere in the Contract Documents to the contrary, any
dispute arising out of or in connection with this Agreement or its performance, including but not

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limited to its validity, construction, or enforcement shall, to the extent possible, be settled amicably
by negotiation between the Parties represented by management of each Party, prior to either Party
taking legal action. Both Contractor and IPC agree to make good faith efforts to resolve any dispute
under the Agreement. Negotiations and meetings conducted pursuant to this Section shall be
confidential and shall be treated as compromise and settlement discussions not admissible in any
legal proceeding involving this Agreement, in accordance with state and Federal Rules of Evidence.
GC‐19 RETAINAGE AND PROGRESS PAYMENTS
GC-19.1 Retainage. From each payment to Contractor, IPC may withhold 5% of the amount otherwise due
after deduction of any amounts as set forth in Section GC-19.2 below; provided however, that IPC may
increase retention to 20% if Contractor fails to provide a performance bond issued by a surety
acceptable to IPC when requested to do so by IPC. IPC may, at its option and in its sole discretion,
reduce the amount to be retained at any time, collect or not collect retainage, or change its retainage
practice at any time during the Agreement without waiving any of its rights under the Agreement.
GC-19.2 Application for Progress Payment. Monthly during performance of the Work, or on such other
schedule as shall be set forth in Progress Payment Schedule, Contractor may make application for
payment that shall include an itemized and detailed invoice and be in conformance with the Schedule
of Values, Progress Payment Schedule, or Schedule of Unit Prices, as applicable. An Application for
Progress Payment that includes a request for payment for Additional Work shall include reference to
the Change Order authorizing the Additional Work and any other substantiating data available to
Contractor and requested by IPC. No payments will be made under the Contract Documents except as
certified by the IPAR. The IPAR will make a determination based on measurement or approximation
of whether the Application for Progress Payment is consistent with the Schedule of Values, Progress
Payment Schedule, Approved Schedule, or Schedule of Unit Prices (each as applicable), and whether
the Application for Progress Payment accords with the IPAR’s determination of the amount of Work
performed and materials incorporated into the Work. The IPAR will review Contractor’s timeliness
and quality of Work through the date of the Application for Progress Payment; Contractor’s payment
status with its employees and Subcontractors; and overall compliance with the Contract Documents in
the performance of the Work. Based on the IPAR’s review, the IPAR may either reject the Application
for Progress Payment or authorize payment in whole or in part. The IPAR will only certify payment
for those amounts that the IPAR has no dispute or objection, less retainage, any offsets, prior
payments, and other amounts chargeable to Contractor in accordance with the Contract Documents.
IPC shall only be obligated to pay for materials after the materials have been delivered onsite and
installed in accordance with this Agreement.
GC-19.3 The amount authorized for payment by the IPAR, if any, will be paid by IPC to Contractor within
30 Days of the IPAR’s approval of payment. The IPAR shall advise Contractor at the time of
disapproving or nullifying an application for payment of the specific reasons for its disapproval or
nullification. If the reasons for the IPAR’s objections or disputes are cured, Contractor may renew its
Application for Progress Payment on those items and submit a revised invoice and application.
Progress payments will only be made upon the IPAR’s approved invoices. A progress payment by IPC,
or partial or entire use or occupancy of the Project by IPC, shall not constitute acceptance of Work that
is defective or not in accordance with the Contract Documents.
GC-19.4 As a condition precedent to IPC’s obligation to make payment to Contractor for any amount
sought under a Application for Progress Payment, submitted pursuant to the Contract Documents,
Contractor shall provide to IPC upon IPC’s request and in a form acceptable to IPC (i) executed waivers
of lien and claim in the amount of Contractor’s invoice or Application for Progress Payment, in the
form or substantially the form attached as an annex to the Agreement; (ii) executed waivers of lien
and claim from each Subcontractor for which Contractor seeks payment, in the amount sought by
Contractor in its invoice or Application for Progress Payment; and (iii) a duly executed and
acknowledged sworn statement from Contractor showing all Subcontractors that have provided

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Work, the amount of each subcontract Contractor has executed with the Subcontractor, the amount
requested for payment to each such Subcontractor, and the amounts to be paid to and retained by the
Contractor from such progress payment, together with similar sworn statements from all such
Subcontractors. The waiver and release forms submitted by the Contractor shall be conditional as to
the payment sought by the current Application for Progress Payment and shall be unconditional as to
the payment received pursuant to the prior payment Application for Progress Payment.
GC-19.5 Contractor shall promptly pay each Subcontractor the amount paid to the Contractor by IPC on
account of each Subcontractor’s performance of the Work. The Contractor’s subcontract agreements
and purchase order agreements shall require each Subcontractor to make payment in a similar
manner to the entities with which it has contracted for performance of the Work. IPC reserves the
right to communicate directly with Subcontractors regarding payment, and to pay such entities
directly or by means of multiple-payee checks as IPC deems necessary to protect its interests. Should
the Contractor withhold payment from any Subcontractors, Contractor shall notify IPC in writing. IPC
may withhold such funds from Contractor until the dispute is resolved; provided that such
withholding does not conflict with applicable law. Nothing in this Section GC-19.5 shall be construed
or interpreted to (i) create a contractual relationship of any kind between IPC, on the one hand, and
Subcontractors on the other; or (ii) place any obligation on IPC to pay Subcontractors.
GC-19.6 Contractor shall continue performance of the Work and shall maintain the progress of the Work
in accordance with the Approved Schedule throughout the duration of any dispute arising out of the
Work or the Agreement, including but not limited to, disputes arising out of Delay Claims made in
accordance with Section GC-15 and disputes arising out of claims for Additional Work, made in
accordance with Section GC-17. If Contractor continues to perform the Work in accordance with the
Contract Documents throughout the duration of such dispute, IPC shall continue to make payments in
accordance with the Contract Documents on undisputed items.
GC-19.7 Notwithstanding anything to the contrary in the foregoing sections, IPC reserves the right, at its
discretion, to withhold payments which may otherwise be due Contractor if (i) Contractor fails to
correct defective, non-conforming, or damaged Work; (ii) Contractor fails to make substantial
progress on the Work; (iii) Contractor fails to ensure Subcontractors are promptly paid; (iv) there is
reasonable evidence of a potential third party claim against IPC related to the Work; (v) there is
reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price;
(vi) there is reasonable evidence that the Work will not be completed within the Contract Time, and
that the unpaid balance would not be adequate to cover actual or liquidated damages for the
anticipated delay; (vii) Contractor is otherwise in breach of any provision of the Contract Documents;
or (viii) IPC has any other good faith dispute with Contractor.
GC-19.8 Contractor’s obligations under this Section GC-19 shall include but not limited to the obligation
to pay all Subcontractors and any other person or entity having construction lien rights regarding the
Project due to their performance of the Contractor’s obligations under the Agreement. Contractor
agrees to keep the Project and Work site free and clear of any and all such lien claims filed by any such
person or entity. Within 15 Days after written demand from IPC, the Contractor shall remove any such
lien claim from the Project or Project site by payment, settlement or the furnishing and perfection of
a lien release bond or deposit pursuant to applicable law; upon the Contractor’s failure or refusal to
do so, IPC may do so in which event Contractor shall pay IPC’s attorneys’ fees, costs, disbursements
and expenses so incurred. In addition to all other obligations herein, Contractor agrees to indemnify,
hold harmless, reimburse, and defend IPC and others with an interest in the Project or Project site, if
any, from, for, and against any and all liens referenced in this Section GC-19.8, and actions, suits,
proceedings, costs, disbursements and expenses incurred, including but not limited to attorneys’ fees,
related to such liens.

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GC‐20 SUBSTANTIAL COMPLETION
GC-20.1 The term “Substantial Completion” means when (a) the materials and equipment for the Project
have been installed substantially in accordance with the Contract Documents, are operational, and
have been checked and tested as required by IPC; (b) a Punch List of the uncompleted items (not
impacting the use, occupation and operation of the Project) and dates for completion of those items
shall be established, unless IPC waives in writing completion of Punch List Items; (c) IPC has received
a temporary or final certificate of occupancy, if applicable, and all other governmental approvals
necessary and required for IPC to occupy or utilize the Work or designated portion for its intended
purpose; and (d) IPC can occupy or utilize the Work for its intended use.
GC-20.2 Not less than five Days prior to Substantial Completion, Contractor shall submit to IPC the
proposed Punch List for the Work. The Punch List shall include a list of Punch List Items, an estimate
of the cost (inclusive of parts, material, labor, supervision, equipment rental costs, and overhead) to
complete each Punch List Items and an estimate of the scheduled date of completion for each Punch
List Item. Within five Days following receipt of such proposed Punch List, IPC shall notify Contractor
in writing that it accepts such Punch List, or IPC shall state its reasons for disagreement with such
Punch List in reasonable detail; provided, however, that IPC’s acceptance or rejection in whole or in
part of such Punch List (including the estimate of costs to complete the Punch List Items) shall not
relieve Contractor of its liability to complete each Punch List Item in accordance with this Agreement.
Unless otherwise specified in the Punch List, all Punch List Items must be completed to the reasonable
satisfaction of IPC by the Final Completion Date. If Contractor does not complete a Punch List Item
within the allotted time, IPC shall have the right to complete such item and set off the cost thereof
against any outstanding amounts due Contractor. Notwithstanding any other provision of this
Agreement to the contrary, if the completion of any Punch List Item requires the Work or Project to
be de-activated or inoperable, IPC shall have the option of completing such Punch List Items itself (at
Contractor’s expense) or specifying the dates and times when such Punch List Items may be
completed by Contractor.
GC-20.3 When Contractor believes there has been Substantial Completion of the Work, Contractor shall:
i) prepare and submit to the IPAR a Certificate of Substantial Completion in a form acceptable to IPC,
or substantially the form attached as an annex to the Agreement, that will list the items (including all
remaining Punch List Items) yet to be completed or corrected, and will identify a date for each of those
items to be completed or corrected by Contractor; ii) provide to IPC all Record Documents as required
pursuant to Exhibit C. If the IPAR does not agree with the items or representations in Contractor’s
Certificate of Substantial Completion, the IPAR will advise Contractor of the changes it requires and
Contractor will revise and resubmit the Certificate of Substantial Completion. After approval by the
IPAR and written acceptance of the Certificate of Substantial Completion by IPC, IPC will take
possession and control of the Project. For purposes of the Contract Documents, the date that
Contractor submits a conforming Certificate of Substantial Completion that is accepted in writing by
IPC shall be deemed the date of Substantial Completion of the Work.
GC-20.4 Within 35 Days following acceptance by IPC of the Certificate of Substantial Completion, the
retention withheld by IPC shall be reduced to the lesser of (i) one hundred fifty percent (150%) of the
estimated value of the Work yet to be completed (including any rework) in accordance with this
Agreement, or (ii) five percent (5%) of the Contract Price; provided, however, that IPC shall not be
required to reduce retention pursuant to this Section if a dispute exists between IPC and Contractor.
GC‐21 FINAL COMPLETION
GC-21.1 Notice of Final Completion. Promptly after Contractor determines that Final Completion of the
Work has occurred, Contractor shall issue to the IPAR a Notice of Final Completion in a form
acceptable to IPC, or substantially the form attached as an annex to the Agreement, which shall include
relevant Record Documents as identified in Exhibit C, performance test reports as required by IPC, a

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completed Punch List, and the date upon which all of Contractor’s Work was completed. After receipt
of the Notice of Final Completion, the IPAR shall respond to Contractor in writing and either accept
such Notice of Final Completion or identify any deficiencies, which deficiencies shall be promptly
corrected by Contractor and the Notice of Final Completion resubmitted to the IPAR. The date the
Notice of Final Completion has been accepted in writing by IPC shall be the Date of Final Completion.
GC-21.2 Final Completion of the Work. Final Completion of the Work, and the date on which Final
Completion of the Work shall have been deemed to occur, shall be when (a) Substantial Completion
has occurred; (b) all Punch List Items, site clean-up, and Restoration has been completed; (c) Record
Documents have been accepted by IPC; (d) Contractor’s Notice of Final Completion has been
affirmatively accepted, in writing, by IPC; (e) Contractor has provided IPC with four copies of
Operations and Maintenance manuals; (f) IPC has a final certificate of occupancy and all other
governmental approvals necessary for IPC to occupy or utilize the Work or designated portion thereof
for its intended purpose; and (g) Contractor shall have returned to IPC all IPC property. Contractor
shall achieve Final Completion of the Work by the Final Completion Date.
GC-21.3 IPC Property. Upon Final Completion of the Work, Contractor, its employees, agents and
subcontractors at all tiers shall return all IPC property (including, without limitation, security access
cards, keys, passwords, tokens, pagers and parking cards) issued to them. Contractor shall be
responsible for replacement cost of any unreturned IPC property.
GC‐22 FINAL PAYMENT
GC-22.1 Upon Final Completion of the Work, Contractor shall submit the following to IPC:
a. Final Application for Progress Payment;
b. Release of any and all liens and claims and consent of surety (if applicable);
c. All documents, data, and warranties as provided in these General Conditions; and
d. An affidavit of Contractor, if requested by IPC, that all indebtedness connected with the Work,
including but not limited to, payroll, payments to suppliers, and rentals have been fully and finally
paid;
Within 30 Days of IPC’s acceptance of the Notice of Final Completion and IPC’s receipt and acceptance
of the information and documents set forth in this Section GC-22.1, IPC shall pay Contractor any
undisputed balance due on the Contract Price and any Change Orders and retention withheld by IPC,
less 150% of the value of any disputed item(s). Acceptance of final payment by Contractor and
Subcontractor shall constitute a complete release of IPC from all claims, including without limitation
all liens as allowed by applicable law (whether statutory or otherwise and including mechanic’s or
suppliers’ liens, provision of all such final lien releases shall be a condition precedent to payment of
any moneys due); (ii) all potential claims for additional compensation hereunder by Contractor or
Subcontractor with respect to any Work performed or furnished in connection with the Agreement;
and (iii) all potential claims against IPC for any act or omission of IPC or of any other person or entity
relating to or affecting the Agreement and arising prior to the date of such payment. The payment by
IPC shall not be deemed a waiver by IPC of any obligation of Contractor under this Agreement and
shall not constitute a waiver of any claim or right IPC may have at any time against Contractor
including, without limitation, unsettled liens, warranty rights, and indemnification obligations of
Contractor.
GC-22.2 Notwithstanding the provisions in Sections GC-19 and GC-22, the aggregate of IPC’s payments to
Contractor, excluding payments provided for under Change Orders, shall not exceed the Contract
Price.

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GC‐23 WARRANTY OF TITLE/ RISK OF LOSS/WARRANTY OF WORKMANSHIP AND QUALITY
GC-23.1 Warranty of Title; Risk of Loss: Contractor warrants that title to all Work included within
Contractor’s Application for Progress Payment will pass to IPC no later than the time of payment and
that such title shall be free and clear of liens, claims, security interests or encumbrances of the
Contractor, Subcontractors, or other entities claiming interest in the Project, lands, or improvements
by reason of having provided labor, material or equipment to the Project. Notwithstanding the
passage of title as set forth in this Section GC-23.1, Contractor shall, except as otherwise provided in
this Agreement, bear the risk of loss with respect to, and shall have care, custody and control of, all
materials, equipment, spare parts, supplies and maintenance equipment (including temporary
materials, equipment, and supplies) located within the Project site, off-site, and any other completed
Work until such time as the transfer of care, custody, and control to IPC is effected upon Substantial
Completion of the Work.
GC-23.2 Contractor represents, warrants, and covenants to IPC that all materials and equipment
incorporated into the Work covered by the Agreement shall be new, of the quality specified and, where
not specified, of a grade suitable for their intended use and in conformance with the Specifications,
Drawings, Samples and other descriptions set forth in the Agreement. Contractor shall, and Contractor
shall cause its Subcontractors, to perform all obligations and Work under this Agreement in a prompt
and diligent manner, and with superior workmanship. Contractor’s Work shall be in strict compliance
with the Contract Documents and other requirements referenced in this Agreement. Any Work not
conforming to these requirements, including but not limited to substitutions not properly approved
and authorized, shall be considered defective. Contractor warrants all equipment, materials, and labor
furnished or Work performed by Contractor and Subcontractor under the Agreement against defects
in materials, workmanship, and non-conformities for a period commencing on the Effective Date and
terminating on either (i) two years following Final Completion of the Work, or (ii) the warranty period
otherwise provided by Contractor and Subcontractor, whichever is longer (“Warranty Period”).
Contractor’s warranty shall not limit the time period within which IPC may exercise its warranty
rights for the reporting of defects and deficiencies which are identified after the expiration of the
Warranty Period but are deemed to have occurred prior to, or during the Warranty Period.
Contractor’s equipment and materials warranty shall not limit any other right or remedy available to
IPC for breaches of this Agreement.
GC-23.3 Contractor shall perform such tests as IPC may require to verify that such repairs and
replacements comply with the requirements of the Agreement. Contractor shall pay for all costs
incidental to such repair, replacement and testing, including, without limitation, the value of any IPC-
furnished materials spoiled or damaged by the Contractor’s failure to comply with the Contract
Documents, and the removal, replacement and reinstallation of equipment and materials. Contractor
warrants such repaired or replaced work against defective materials and workmanship for a period
of two years from and after IPC’s acceptance of the repair and replacement work. Should Contractor
fail to promptly make the necessary repair, replacement and test, or should IPC determine that an
emergency or exigent circumstances exist such that IPC must repair or replace any equipment or
apparatus as promptly as practicable, IPC may perform or cause to be performed the same at
Contractor’s expense. IPC reserves the right to have any such repair or replacement work done when
IPC deems advisable. Contractor and its surety or sureties, if any, shall be liable for the satisfaction
and full performance of the warranties and obligations as set forth herein.
GC-23.4 Upon Notice received from IPC during the Warranty Period, Contractor shall, without additional
compensation:
a. Construction: Re-perform or cause to be re-performed any Work that is found to be deficient and
non-conforming in that it fails to meet the standard set out in Section GC-23.2; and
b. Equipment and Materials: Take such steps as may be necessary to repair or replace (at IPC’s
option) any equipment or materials found to be defective or non-conforming due to failure to meet

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the standards set out in Section GC-23.2. Contractor agrees that Work not conforming to these
requirements, including substitutions not properly approved and authorized, may be considered
defective.
c. This Section GC-23 shall not limit any other remedies available to IPC under this Agreement or
applicable law.
GC-23.5 Warranty Notice: Contractor’s warranty obligations and liabilities are conditioned on IPC
delivering notice of an alleged deficiency or defect, after actual discovery thereof by IPC. Any such
Notice of deficiency or defect shall state with reasonable specificity the observation of the deficiency
or defect and the reasons supporting IPC’s belief concerning the alleged deficiency or defect.
Contractor shall respond to any such Notice not later than five Days after receipt of any such notice,
and Contractor shall promptly commence the appropriate re-performance, repair, or replacement,
consistent with Section GC-23.4.
GC-23.6 All warranties or guarantees incorporated into the Project shall be delivered to IPC upon payment
for the same but in no event later than Contractor’s final Application for Progress Payment. Final
payment is contingent upon receipt of all such written warranties, which must be valid and
enforceable by IPC. Effective upon the written demand of IPC or upon the insolvency, bankruptcy,
dissolution, or other incapacity of the Contractor, Contractor assigns to IPC all Contractors and
Subcontractors’ warranties in materials and equipment and other portions or components of the
Work.
GC-23.7 Contractor shall collect, assemble in a binder and submit to IPC written warranties and related
documents provided by Contractors and Subcontractors, including but not limited to suppliers of
equipment, appliances, and other components of the Project. Contractor shall ensure that all such
written warranties extend to IPC.
GC-23.8 In addition to the warranties set forth in above, Contractor shall make any and all repairs or
replacements resulting from defects in materials or workmanship or non-conforming Work at its own
cost for a period of two years following Final Completion of the Work. In addition to all other
obligations herein, Contractor shall indemnify, defend, reimburse, and hold IPC and the IPC’s
employees and agents harmless from all claims, liabilities, losses, actions, awards, costs, expenses and
damages, whether actual or merely alleged and whether directly incurred or from a third party,
including but not limited to attorney’s fees and related costs, arising from any such defects or non-
conforming Work during such periods. Contractor shall make the repairs and replacements required
of Contractor promptly upon receipt of written notification from IPC. If Contractor fails to make such
repairs and replacements promptly, IPC may repair or replace the defective element of the Project
and Contractor shall reimburse IPC for the cost thereof, (together with an administrative fee of fifteen
percent (15%) of the cost of the repairs or replacement work) within 10 Days after written demand;
and, IPC may also withhold payments to Contractor.
GC‐24 COLLATERAL WORK
GC-24.1 IPC reserves the right to have separate contractors, IPC’s employees or agents, as it may elect,
enter upon the property near, or the location of, the Work for the purpose of constructing or installing
collateral work. Contractor shall cooperate and work in harmony with IPC’s employees, agents, and
other contractors used by IPC.
GC‐25 REGULATIONS AND PERMITS
GC-25.1 Contractor shall comply with all federal, state, and local laws, ordinances, and regulations
affecting the conduct of the Work, and all such orders or decrees as currently exist and those which
may be enacted later, by bodies or tribunals having jurisdiction or authority over the Work; shall give
all notices; and shall procure all applicable permits, licenses, and inspections and pay all fees and
charges in connection therewith, except as may otherwise be provided in the Contract Documents. In

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addition to all other obligations herein, Contractor shall indemnify, defend, and save harmless IPC,
affiliates, directors, officers, employees, agents and its representatives, and each of them from, for, and
against any and all claims, losses, costs, damages, and expense, whether actual or merely alleged and
whether directly incurred or from a third party, including attorney and expert fees and costs both at
trial and on appeal, arising from or based on the violation of any such laws, ordinances, regulations,
orders, or decrees, whether such violations be by Contractor, Subcontractors, or their agents or
employees. Upon and as a condition of achievement of Final Completion of the Work, Contractor shall
provide to IPC the originals of all permits, receipts, certificates, licenses, and other documents
received in complying with this Section GC-25.1.
GC-25.2 Should any discrepancy or inconsistency be discovered between the Agreement and any law,
ordinance, regulation, order, or decree, Contractor shall immediately report the same in writing to
IPC. If Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building or
other codes, and rules, and regulations or other lawful orders of public authorities without such notice
to IPC, Contractor shall assume responsibility for such Work and shall bear the costs attributable to
correction. Contractor shall be responsible for the compliance of all laws, ordinances, regulations,
orders, or decrees by Subcontractors.
GC‐26 EASEMENT AGREEMENTS
GC-26.1 Contractor agrees to abide by and conform with all conditions set forth in the easements
pertaining in any manner to the Work; such easements being expressly made a part of the Contract
Documents.
GC‐27 UNDERGROUND UTILITIES
GC-27.1 Contractor shall, unless otherwise specifically provided for in writing, make arrangements with
utilities and a locating company to identify the location of all underground utilities prior to
commencing Work. Contractor agrees that all Work shall be done at Contractor’s risk regardless of
whether IPC or any other person requests the location of the underground utilities. If any loss or
damage shall result, Contractor shall promptly repair or replace such loss or damage free from all
expense to IPC.
GC‐28 INFRINGEMENT OF INTELLECTUAL PROPERTY RIGHTS; LICENSES
GC-28.1 Contractor represents and warrants that any Work performed by Contractor and Subcontractor,
and each component thereof, including code and any embedded software, when properly used as
contemplated herein, and their copying, use, modification and distribution as contemplated by the
Agreement shall not infringe or misappropriate any third party’s intellectual property rights. To the
extent necessary for IPC’s use of the Work and Work Product as contemplated by the Agreement,
Contractor grants to IPC a license (or sublicense, as applicable) to all intellectual property included or
incorporated into the Work and the Work Product. Contractor represents and warrants to IPC that it
has obtained all authorizations and agreements necessary for Contractor to sublicense to IPC (or other
form of authorization for IPC) all third party intellectual property incorporated into the Work and
Work Product to the fullest extent necessary for IPC to use the Work and Work Product for the
purposes contemplated by the Agreement. In addition to all other obligations herein, Contractor shall
assume all liability and fully defend, indemnify and save harmless IPC, its members, partners, officers,
directors, affiliates, agents, and employees of any of them, successors of the foregoing and assigns,
from, for, and against all claims, suits, proceedings, damages, losses, expenses, fees and royalties,
including but not limited to attorneys’ and expert witnesses’ fees and related costs, disbursements
and expenses, arising from any infringement or misappropriation, whether actual or merely alleged
and whether directly incurred or from a third party, of any patent, trademark, copyright, or other
intellectual property right of any article, machine, manufacture, structure, composition, arrangement,
improvement, design, device, methods or process embodied or used in the performance of the

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Agreement or the Work. IPC and its successors and assigns will give written notice of all such
infringement and misappropriation claims, suits, or proceedings instituted against it to the
Contractor, who shall defend same, and IPC will give Contractor reasonable assistance at Contractor’s
expense.
GC‐29 REMOVAL OF EQUIPMENT
GC-29.1 Contractor shall not sell, assign, mortgage, hypothecate, or remove equipment or materials which
have been installed or which may be necessary for the completion of the Work, without the written
consent of the IPAR.
GC‐30 ASSIGNMENT OF CONTRACT
GC-30.1 Contractor shall not assign any of the Contract Documents or any portion thereof or any rights
therein, or delegate any of its duties, in each case whether by operation of law or otherwise, to any
person, persons, entity, or organization without the prior written consent of IPC. The Parties
acknowledge that the Work contemplated by the Contract Documents constitutes specialized services,
and as such IPC may withhold its consent to Contractor’s assignment of its rights and delegation of its
duties in IPC’s sole discretion. No assignment, even though IPC shall have consented to such
assignment, shall relieve Contractor from its liability or obligations under the Contract Documents for
the performance and completion of the Work by the time and in the manner herein contracted for,
and all such assignment shall be subject to the rights provided to IPC herein. IPC may assign the
Agreement and any rights and obligations relating to the Agreement (including but not limited to its
right to assert claims and defenses against Contractor) at IPC’s discretion. Each contract or
arrangement Contractor executes with a Subcontractor shall state that the Subcontractor agrees to
the assignment of the subcontract to IPC, and Contractor shall ensure that each contract Subcontractor
executes related to the Project shall have the same requirement.
GC‐31 IPC’S RIGHT TO TERMINATION FOR CONVENIENCE
GC-31.1 IPC may, at its option, for any reason, and without notice and without cause, terminate or suspend
the Agreement in whole or in part, at any time by written notice thereof to Contractor, whether or not
Contractor is in default. Such termination shall also terminate all subcontracts pertaining to such
Work. Contractor hereby waives any claims for damages, including without limitation loss of
anticipated profits, on account thereof, and shall cause Subcontractors to waive the same. As the sole
right and remedy of Contractor, IPC shall pay Contractor in accordance with Section GC-31.3 below;
provided, however, that those provisions of the Contract Documents which by their very nature
survive final acceptance of the Work shall remain in full force and effect after such termination.
GC-31.2 Upon receipt of any such notice, Contractor shall, unless the notice requires otherwise:
a. Immediately discontinue Work on the date and to the extent specified in the notice;
b. Place no further orders or subcontracts for materials, services, or facilities other than may be
necessary or required for completion of such portion of the Work not terminated;
c. Promptly terminate and cancel, upon terms satisfactory to IPC, all orders and subcontracts to the
extent they relate to the performance of the Work terminated or, at IPC’s election, assign IPC those
orders and subcontracts and revoke agreements specified in such notice; and
d. Assist IPC, as specifically requested in writing, in the maintenance, protection, and disposition of
property acquired by IPC under the Agreement.
GC-31.3 IPC shall not be liable for indirect, incidental, or consequential damages of any kind related to
termination of this Agreement. Upon any such termination, IPC will pay to Contractor an undisputed
amount determined in accordance with the following (without duplication of any item):

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a. Subject to offsets, all undisputed amounts due and owing and not previously paid to Contractor
for Work completed prior to such notice and for Work thereafter completed as specified in such
notice.
b. The reasonable costs incurred pursuant to Section GC-31.2.d. above.
GC‐32 IPC’S RIGHT TO TERMINATE THE AGREEMENT FOR CAUSE
GC-32.1 Each of the following shall constitute an event of default by Contractor under this Agreement:
a. If Contractor utilizes improper materials or inadequately skilled workers;
b. If Contractor fails to make prompt payment when due to any Subcontractor;
c. If Contractor fails to abide by the orders, regulations, rules, ordinances, or laws of governmental
authorities having jurisdiction;
d. If Contractor fails to perform under the Agreement or Contract Documents;
e. If Contractor abandons the Work;
f. If Contractor assigns the Agreement in violation of the Agreement or Contract Documents;
g. If Contractor subcontracts Work without consent of IPC in violation of the Agreement or Contract
Documents;
h. If Contractor fails, neglects, refuses, or is unable at any time during the course of the performance
of the Work to provide sufficient material, equipment, services, or labor to timely perform the
Work;
i. If Contractor sells or transfers all or substantially all of its assets;
j. If Contractor merges with or into any other entity;
k. If Contractor is in breach of any representation, obligation, or warranty given in this Agreement;
or
l. If IPC assesses Delay Liquidated Damages in an amount equal to any individual cap, if such cap
exists. If no such cap exists, IPC has the right to terminate the Agreement for cause at any point
Contractor fails to complete the Work in accordance with the Agreement and the Approved
Schedule.
GC-32.2 IPC will issue a written notice of default to Contractor in the event of default pursuant to Section
GC-32.1. If, after receipt of such written notice, Contractor fails to cure the default(s) within seven
Days, IPC may, without prejudice to any other rights or remedies it may have under the Agreement,
terminate the Agreement for cause; provided, however, that if the nature of the default is such that it
could not reasonably be cured within the seven day period, then IPC may terminate the Agreement
for cause immediately upon providing written notice to Contractor. IPC will issue a written notice of
termination to Contractor at the time this Agreement is terminated. Upon such termination, IPC may:
a. Take possession of the Work site;
b. Take possession of all Contractor’s materials, equipment, tools, and construction equipment;
c. Accept assignment of subcontracts at all tiers; and
d. Finish the Work by whatever reasonable method IPC may deem necessary.
GC-32.3 If IPC terminates this Agreement pursuant to Section GC-32.2, IPC shall not be required to make
any payments for Work completed from and after the date of termination. IPC shall determine the
total expenses that will be incurred by it and accrued in completing the Work including, without
limitation, any costs of accelerated or expedited construction methods incurred in an attempt to
mitigate delay, liquidated damages, charges for administering subcontracts, and legal fees associated

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with the termination. If such expenses exceed the balance of the Contract Price that is unpaid as of the
date of termination, then Contractor shall be liable for and shall pay to IPC the amount of such excess
within ten (10) Days following receipt of IPC’s demand for such payment. IPC shall not be required to
obtain the lowest price for completing the Work, but may make such expenditures as in its sole
judgment shall best accomplish such completion. All unpaid Delay Liquidated Damages that have
accrued up to the date of termination shall be immediately due and payable by Contractor to IPC
regardless of IPC’s failure to request such amounts.
GC-32.4 If IPC terminates this Agreement pursuant to Section GC-32.2, IPC shall have the right to (i) offset
any amounts owed by IPC to Contractor, under any active agreement between Contractor and IPC,
against any and all amounts owed by Contractor to IPC as of the date of termination, (ii) apply any
amounts held as accumulated retainage or any amounts held as security for the completion of Punch
List Items or uncompleted Work or to cover the cost of Punch List Items or uncompleted Work against
any and all amounts owed by Contractor to IPC as of the date of termination, (iii) draw upon and retain
any security to cover the cost of any and all amounts owed by Contractor, and (iv) stop all further
payments to Contractor until the Work is complete.
GC-32.5 If a termination of the Agreement in whole or in part pursuant to this Section 32 is deemed in a
final judgment to be wrongful, then the termination shall automatically be converted to a termination
for the IPC’s convenience pursuant to Section GC-31.
GC-32.6 This Agreement shall terminate immediately at IPC’s discretion if (i) Contractor files a petition
seeking to take advantage of any law relating to bankruptcy, insolvency, reorganization, winding up,
or composition or readjustment of debts and, in the case of any such proceeding instituted against
Contractor (but not by Contractor) such proceeding is not dismissed within 30 Days of such filing; or
Contractor makes a general assignment for the benefit of its creditors, or if a receiver is appointed on
account of the insolvency of Contractor.
GC‐33 HAZARDOUS MATERIALS, ARTIFACTS, WETLAND CONDITIONS, AND MATERIALS
BROUGHT TO WORK SITE
GC-33.1 If after the commencement of the Work, Hazardous Material is discovered at the Work site,
Contractor shall immediately stop Work in the affected area. Contractor shall immediately report the
condition to IPC in writing and, if required, the government agency with jurisdiction.
GC-33.2 Contractor shall not be required to perform any Work relating to or in the area of Hazardous
Material without written direction by IPC.
GC-33.3 If Contractor or Subcontractor did not bring the Hazardous Material to the Work site, IPC shall be
responsible for retaining an independent testing laboratory to determine the nature of the material
encountered and whether the material requires corrective measures or remedial action. Contractor
shall resume Work in the area affected by any Hazardous Material only upon written direction by IPC
after the Hazardous Material has been removed or rendered harmless and only after approval, if
necessary, of the governmental agency with jurisdiction.
GC-33.4 If Contractor incurs additional costs or is delayed due to the presence or remediation of
Hazardous Material, Contractor shall be entitled to an equitable adjustment in the Contract Price or
the Contract Time; provided, however, that Contractor is required to take all reasonable measures to
mitigate any delay or cost, and that Contractor will not be entitled to an equitable adjustment if
Contractor brought the Hazardous Material to the Work Site. Contractor shall only be able to recover
additional actual direct costs caused by the presence or remediation of Hazardous Material, not
indirect, incidental, or consequential costs.
GC-33.5 Contractor agrees that Safety Data Sheets (SDS) as required by law and pertaining to materials
or substances used or consumed in the performance of the Work, whether obtained by Contractor,

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Subcontractors, IPC, or others, shall be maintained at the Work site by Contractor and made available
to IPC, Subcontractors, IPC, and others.
GC-33.6 Contractor shall be solely responsible for the proper delivery, handling, application, storage,
removal and disposal of all materials and substances brought to the Work site by Contractor and
Subcontractor in accordance with the Contract Documents and used or consumed in the performance
of the Work.
GC-33.7 Contractor shall defend, indemnify, reimburse, and hold harmless IPC, its agents, officers,
directors, partners, agents and employees, and the successor of the foregoing, from, for, and against
any and all claims, damages, losses, costs and expenses, whether actual or merely alleged and whether
directly incurred or from a third party, including but not limited to attorney’s and expert witness fees,
costs and expenses incurred arising out of or relating to the delivery, handling, application, storage,
removal and disposal of all materials and substances brought to the Work site by the Contractor,
Subcontractor, or anyone for whose acts or omissions they are responsible for, in accordance with the
Contract Documents; provided that injury to persons or damage to property is not exclusively caused
by the sole negligence of IPC.
GC-33.8 The terms of this Section GC-33 shall survive the completion of the Work or any termination of
this Agreement.
GC-33.9 If after the commencement of the Work, a wetland condition or archeological site is discovered
at the Work site, the Contractor shall immediately stop Work in the affected area. Contractor
immediately shall report the condition to IPC in writing and, if required, the government agency with
jurisdiction. The term “wetland condition” shall mean and include any “wetland” and “waterbody”
subject to regulation under the federal Clean Water Act and similar terms as used in applicable federal,
state and local statutes, rules and regulations. The term “archeological site” shall mean and include
any cairn, burial, human remains, funerary object, sacred object or object of cultural patrimony of any
native Indian.
GC-33.10Contractor shall not install any material that contains asbestos. If requested by IPC in writing,
Contractor shall certify in writing that Contractor’s Work did not contain any asbestos materials.
Contractor shall provide such certification to IPC as part of the Record Documents.
GC‐34 CONTRACTOR’S RECORD
GC-34.1 During the term of the Agreement and for a period of five years thereafter, Contractor shall keep
all books, records, and other documents pertaining to the Work, and IPC shall have the right to
examine any books, records, and other documents of the Contractor pertaining to the Work and
including, but not limited to, costs or charges submitted to or paid by IPC as compensation to
Contractor hereunder. IPC will give Contractor three Days’ advance written notice of such intended
examinations. Contractor’s records shall be kept in accordance with generally accepted accounting
principles in the particular industry in which Contractor works and shall be kept in such a manner
and in sufficient detail to clearly disclose the nature and amounts of the different items of service and
cost pertaining to the Agreement and the basis of charges and allocations to the Work.
GC‐35 DATA SECURITY AND PROTECTION AND SECURITY SCREENING REQUIREMENTS
GC-35.1 Data Security. IPC Data will remain the sole property of IPC. Contractor may not use IPC Data for
any purpose other than to perform its obligations under this Agreement. IPC Data may not be sold,
assigned, leased or otherwise disposed of or commercially exploited by Contractor. Contractor
represents, warrants, and covenants to IPC that Contractor has developed and implemented, currently
has in place, and shall maintain during the term of this Agreement a comprehensive information
security program that includes administrative, technical, and physical safeguards and controls
sufficient to: (i) ensure the security and confidentiality of IPC Data; (ii) protect against anticipated
threats or hazards to the security or integrity of such information; and (iii) protect against

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unauthorized access to, or disclosure or use of, all IPC data that Contractor accesses, receives, stores,
processes, transmits, maintains, or possesses (collectively, “Security”). Contractor shall document its
Security and all safeguards, procedures, and controls and keep them current in light of changes in
relevant technology and provide IPC with a copy of the same upon request and at no cost to IPC. Such
Security shall include, but not be limited to, the following:
GC-35.1.1 Contractor shall utilize industry-accepted firewalls, up-to-date anti-virus software, and non
end-of-life operating systems;
GC-35.1.2 Contractor shall ensure access is controlled to the physical location of the hardware
containing IPC Data;
GC-35.1.3 Contractor shall secure electronic access to Contractor’s information systems containing
IPC Data;
GC-35.1.4 Contractor shall store, process, and maintain any and all IPC Data on designated target
servers that reside physically within the boundaries of the United States;
GC-35.1.5 Contractor shall not transfer any IPC Data outside of its network via unencrypted means;
GC-35.1.6 Contractor shall not process or transfer IPC Data to any unencrypted portable or laptop
computing device, or any other unencrypted portable storage medium;
GC-35.1.7 Contractor shall provide its workforce position appropriate cybersecurity awareness
training, including, but not limited to, an anti-phishing program;
GC-35.1.8 Contractor shall take measures to protect IPC Data against destruction, loss, or damage due
to potential environmental hazards, such as fire and water damage or technological failures;
GC-35.1.9 Contractor’s and Subcontractors’ personnel may not access or store IPC Data on any
personal or third party devices, including mobile devices, tablets, or personally owned laptops,
unless such devices have been configured with industry standard security and encryption
features, which shall include at a minimum remote wipe and remote shutdown capabilities;
GC-35.1.10 Contractor shall two-factor authentication for remote access to systems that access or
store IPC Data;
GC-35.1.11 Contractor shall secure and prevent misuse of its own email resources; and
GC-35.1.12 Upon termination of this Agreement, Contractor shall require the destruction or erasure of
physical or electronic media containing IPC Data so that such information cannot practicably be
read or reconstructed.
GC-35.2 Compliance with Data Protection Rules. Contractor will observe and comply with all applicable
federal and state data privacy and data protection laws and regulations that are now in effect or
hereafter promulgated that are applicable to the Work provided by Contractor under this Agreement
or any IPC Data that Contractor controls, access, receives, stores, processes, transmits, maintains, or
possesses in connection with the Work. In addition, Contractor will comply with all IPC’s policies,
standards, and data protection rules in effect when the Work is commenced and shall sign and comply
with all IPC forms related to the same.
GC-35.3 Information Security Training. Contractor shall comply with IPC’s information security
requirements as communicated by IPC to Contractor. Contractors who require electronic access to
any network or information system owned by IPC shall complete IPC’s on-line information security
training. Contractor shall authorize only those employees who are necessary for and directly involved
in Contractor’s performance of its obligations under this Agreement, to have access to the IPC Data
(whether physically or through computer system access) and solely on a “need to know” basis
(collectively, “Authorized Persons”). Contractor shall not authorize anyone other than Authorized
Persons to have access to the IPC Data at any time. Authorized Persons shall sign an agreement

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regarding compliance with IPC’s information security standards, including both electronic and
physical access requirements prior to receiving access.
GC-35.4 Security Screening. Contractor acknowledges and agrees that certain portions of IPC’s premises
may have restricted access and may require prior authorization by IPC or an IPC designated escort to
allow Contractor access. If notified by IPC that access is restricted, Contractor shall comply with
federal, state, local laws or regulations, and IPC policies requiring background checks, social security
verification, and drug and alcohol testing of employees prior to performing work for IPC. Contractor
shall comply with all IPC policies and screening requirements that are communicated to Contractor
related to security screening at restricted sites. No work can begin until these requirements have been
met. Contractor acknowledges and agrees that failure to follow IPC policies can result in the
imposition of fines to IPC.
GC-35.5 Security Incident Response Plan. Contractor shall develop and implement a “Response Plan,”
which shall be policies and procedures to address Security Incidents. The Response Plan shall include
appropriate provisions for mitigating the harmful effects of Security Incidents (defined below) and
addressing and remedying the occurrence(s) to prevent the recurrence of similar Security Incidents
in the future. The development and implementation of the Response Plan shall follow industry
standard practices, such as those that at a minimum are consistent with the contingency planning
requirements of NIST Special Publication 800-61 Reb. 4, IR-1 through IR-10 as those standards may
be amended. Immediately upon learning of a Security Incident related to the products and Work
provided to IPC, Contractor shall implement its Response Plan and, within 24 hours of implementing
its Response Plan, shall notify IPC in writing of that implementation as described below.
GC-35.6 Security Incident. Contractor shall promptly notify IPC if Contractor discovers or becomes aware:
(a) that Contractor is not in compliance with or has violated any of the requirements of these terms
and conditions; (b) of any unauthorized disclosure or use of or access to IPC Data or any unauthorized
intrusion, penetration, or security breach involving Contractor systems that affects IPC Data or IPC’s
network or systems; or (c) Contractor initiates its Response Plan (each of (a), (b), and (c) a “Security
Incident”). Any reasonably suspected or confirmed Security Incident must be reported to IPC
immediately via email to [e-mail] and by telephone at [phone].
Contractor acknowledges that in some instances, IPC has a reporting obligation to regulators and
other third parties in the event of an actual or suspected Security Incident and that Contractor’s
compliance with the foregoing notification obligation is necessary for IPC’s compliance with
regulatory and legal obligations. Notification of an actual or su spected Security Incident must include
a description of the nature of the event, the date and time of the event, suspected amount of
information exposed, steps being taken to investigate the circumstances of the exposure and
remediate or mitigate the Security Incident. Contractor shall provide written updates of the notice to
IPC addressing any new facts and circumstances learned after the initial written notice is provided
and shall provide such updates within a reasonable time after learning of those new facts and
circumstances. Contractor shall cooperate with IPC in IPC’s efforts to determine the risk to the bulk
electric system posed by the Security Incident. In addition to all other remedies permitted under the
Agreement and applicable law, Contractor shall be required to promptly remedy and mitigate any
damages, losses, or expenses caused by a breach in the security of Contractor’s systems that adversely
impacts IPC and take all measures as may be reasonably necessary to prevent any further Security
Incident. Without obligating IPC to undertake any specific actions in the event of a Security Incident,
Contractor must cooperate with and assist IPC in its own investigation, analysis, and resolution of
Security Incidents, including if requested by IPC, providing breach notifications to individuals and
regulatory and law enforcement agencies or providing support to IPC if IPC decides to deliver such
notices. Contractor shall provide IPC with details of the investigation and final disposition of the
Security Incident relevant to the Work provided to IPC or which may impact the confidentiality,
integrity, or availability of such Work and of any IPC Data or systems. Contractor shall reasonably
cooperate with governmental authorities and non-governmental entities in any action or proceeding
as may be deemed necessary by IPC as the result of such Security Incident. Within 5 calendar days of

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a Security Incident, Contractor shall develop and execute a plan that reduces the likelihood of the same
or a similar Security Incident from occurring in the future consistent with the requirements of its
Response Plan and industry standards (e.g., NIST Special Publication 800-61 Rev. 2 and NIST Special
Publication 800-184, as may be amended) and shall communicate that plan to IPC. Contractor shall
provide recommendations to IPC on actions that IPC may take to assist in the prevention of
recurrence, as applicable or appropriate. Within 5 calendar days of notifying IPC in writing of the
Security Incident, Contractor shall recommend actions to be taken by IPC on IPC-controlled systems
to reduce the risk of a recurrence of the same or a similar Security Incident, including, as appropriate,
the provision of action plans and mitigating controls. Contractor shall coordinate with IPC in
developing those action plans and mitigating controls. Contractor will provide IPC guidance,
recommendations, and other necessary information for recovery efforts and long term remediation
and/or mitigation of cyber security risks posed to IPC Data, equipment, systems, and networks as well
as any information necessary to assist IPC in relation to the Security Incident.
GC-35.7 Notification to Affected Parties. Contractor will, at its sole cost and expense, assist and cooperate
with IPC with respect to any investigation of a Security Incident, disclosures to affected parties, and
other remedial measures as requested by IPC in connection with a Security Incident or required under
any applicable laws related to a Security Incident. In the event a Security Incident results in IPC Data
being disclosed such that notification is required to be made to any person or entity, including without
limitation any customer, shareholder, or current or former employee of IPC or Contractor, under any
applicable laws, including privacy and consumer protection laws, or pursuant to a request or directive
from a governmental authority, such notification will be provided by IPC, except as required by
applicable law or approved by IPC in writing. IPC will have sole control over the timing and method
of providing such notification.
GC-35.8 Unrelated Security Incidents: As used in this Section GC-35, “Contractor’s Proprietary
Information” means information and data that embodies a trade secret owned or controlled by
Contractor, or licensed to Contractor by a third party. In the event (a) Contractor’s Proprietary
Information, as such information relates to the products and/or Work provided to IPC under this
Agreement, has been corrupted or destroyed without authorization or has been accessed, acquired,
compromised, modified, used or disclosed by any unauthorized person, or by any person in an
unauthorized manner or for an unauthorized purpose; (b) Contractor knows or reasonably believes
that an act or omission has compromised or may reasonably compromise the cybersecurity of the
products and Work provided by Contractor to an entity other than IPC; or (c) Contractor receives any
valid complaint, notice, or communication which relates directly or indirectly to (i) Contractor’s
handling of Contractor Proprietary Information or Contractor's compliance with applicable law in
connection with Contractor Proprietary Information or (ii) the cybersecurity of the products and
Work provided by Contractor to an entity other than IPC (“Unrelated Security Incident”), Contractor
shall provide to IPC a confidential report describing, to the extent legally permissible, a detailed
summary of the facts and circumstances of the Unrelated Security Incident, including a description of
(1) why the Unrelated Security Incident occurred, (2) the nature of the Contractor's Proprietary
Information disclosed, and (3) the measures being taken to address and remedy the occurrence to
prevent the same or a similar event from occurring in the future.
GC-35.9 Audit Rights. Upon request, Contractor shall provide to IPC the opportunity to review a copy of
the Contractor’s policies, procedures, evidence and independent audit report summaries that are part
of Contractor’s cyber security framework (e.g. ISO-27001, SOC2). IPC or its third-party designee may,
but is not obligated to, perform audits and security tests of Contractor’s IT or systems environment
and procedural controls to determine Contractor’s compliance with the system, network, data, and
information security requirements of this Agreement. Audits of Contractor shall be done with at least
30 calendar days advance notice. These audits and tests will not unduly affect Contractor’s operations
and may include coordinated security tests, interviews of relevant personnel, review of
documentation, and technical inspection of systems and networks as they relate to the receipt,
maintenance, use, retention, and authorized destruction of IPC Data. Contractor shall provide all

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information reasonably requested by IPC in connection with any such audits and shall provide
reasonable access and assistance to IPC upon request. Contractor will comply, within reasonable
timeframes at its own cost and expense, with all reasonable recommendations that result from such
inspections, tests, and audits. IPC reserves the right to view, upon request, any original security
reports that Contractor has undertaken or commissioned to assess Contractor’s own network
security. If requested, copies of these reports will be reviewed on site at Contractor’s facility at IPC’s
expense. Contractor will notify IPC of any such security reports or similar assessments once they have
been completed. Any regulators of IPC or its affiliates shall have the same rights of audit as described
herein upon request.
GC-35.10 Subcontractors. To the extent that Contractor is permitted to engage Subcontractors to perform,
or otherwise provide support to assist Contractor to perform, any portion of the Work hereunder,
then: (a) Contractor shall not share or disclose, or engage a Subcontractor to access, store, process,
transmit, or otherwise possess any IPC Data, unless and until such Subcontractor has agreed in writing
to protect IPC Data in a manner substantially similar (but in any case no less restrictive) to that
required of Contractor under the Agreement, and then only on a need-to-know basis; (b) Contractor
shall cause such Subcontractors to comply with the obligations and restrictions associated with
substantially the same work, tasks, functions, and responsibilities performed by such Subcontractors
that are applicable to Contractor under the Agreement, including, without limitation, those obligations
set forth in these terms and conditions; and (c) Contractor shall remain responsible for the work,
tasks, functions, and responsibilities performed by Subcontractors to the same extent as if such work,
tasks, functions, and responsibilities were performed directly by Contractor and, for purposes of the
Agreement, such work shall be deemed Work performed by Contractor.
GC-35.11 Indemnification. In addition to any other indemnification obligation of Contractor set forth in
this Agreement, Contractor shall indemnify, defend, and hold IPC, IPC Affiliates, and its and their
respective officers, directors, employees, representatives, agents, successors, and assigns harmless
from, for, and against any Damages (defined in Section 17 of the Agreement) to the extent such
Damages arise out of or in connection with: (i) a Security Incident (including a Security Incident by a
Subcontractor); or (ii) Contractor’s, or any Subcontractor’s, failure to comply with the requirements
of this Section GC-35.
GC-35.12 Injunctive Relief. Contractor acknowledges and agrees that any breach or threatened breach of
the obligations set forth in this Section GC-35 may result in a substantial likelihood of irreparable
harm and injury to IPC, for which monetary damages alone may be an inadequate remedy, and which
damages may be difficult to accurately measure. Accordingly, Contractor agrees that in addition to any
other remedies available, IPC shall have the right to obtain injunctive relief as well as other equitable
relief allowed by the federal and state courts. The foregoing remedy of injunctive relief is agreed to
without prejudice to IPC’s right to exercise any other rights and remedies it may have, including
without limitation, the right to terminate this Agreement and seek damages or other legal or equitable
relief.
GC-35.13Survival. The rights and obligations set forth in this Section GC-35 shall survive the expiration or
termination of this Agreement for any reason.
GC‐36 EDISON ELECTRIC INSTITUTE/OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PARTNERSHIP BEST PRACTICES FOR UTILITY CONTRACTORS RULES
GC-36.1 In conjunction with an initiative promulgated by the Edison Electric Institute (“EEI”) and the
Occupational Safety and Health Administration (“OSHA”) intended to reduce injuries and fatalities of
workers in the electrical transmission and contracting industry, IPC requires that all contractors and
subcontractors performing work for IPC for the purposes of electrical transmission, distribution, or
generation, comply with the EEI and OSHA Partnership Best Practices for Utility Contractors rules, as
those practices may be amended from time to time. These rules can also be accessed at OSHA’s
website. Contractor agrees to manage and train its employees and Subcontractors to ensure their

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compliance with these rules. Failure of Contractor to comply with the referenced Rules will constitute
a material breach of this Agreement.

END OF GENERAL CONDITIONS FOR CONSTRUCTION SERVICES
Exhibit B Environmental and Cultural Summary

ENVIRONMENTAL AND CULTURAL PROTECTION REQUIREMENT SUMMARY
Huntington – Quartz 138 kV Transmission Line (Line 423) Project
Date: May 26, 2022

`Page 1 of 3 

This Environmental and Cultural Protection Requirement Summary (“Summary”) provides an overview of
the Bureau of Land Management (“BLM”) compliance requirements for this Project. This summary is not
intended to be all-inclusive, and it is the recommendation of Idaho Power Company’s (“IPC”) Environmental
Services that all construction personnel review all project documents and understand the compliance
requirements for this project.
Deviations from the conditions provided below, and those outlined in project specific permits are likely to
result in non-compliance situations and subsequent reporting to the BLM. Failure to comply with all permit
requirements may subject IPC to delays, fines, additional work requirements applied to construction or work
stoppage.
If any portion of project construction on BLM managed lands (see Figures 1) does not meet permit
conditions, cease Work at that location and contact the IPC Project Manager and/or Environmental Services
listed below.

Environmental and Cultural Protection Requirements

1. All Work shall be completed within the BLM authorized 100-feet-wide ROW. In addition, the BLM
has granted temporary construction authorization for workspaces outside of the 100-feet-wide Right
Of Way (“ROW”) at structures 308 and 340, where down guy wires and anchors would extend
beyond the 100’ ROW. There is also temporary construction authorization outside the 100’ ROW at
structures 307 and 362/363, for equipment setup and for pulling and tensioning of the line. Contractor
will not perform any Work on BLM managed lands until final written notice-to-proceed and permits
are given to Contractor by IPC.
2. Maintenance related traffic to and from work sites shall be restricted to existing roads or identified
travel routes (see attached mapbook). Contractor will reference the maps and follow the identified
road categories when improving/repairing and constructing roads. New roads and/or vehicle use
outside of the ROW and existing roads is not allowed without BLM approval.
3. All project activities on BLM managed lands will be conducted as specified in the Project Work Plan
and in compliance with the BLM ROW Grant and National Environmental Policy Act (“NEPA”)
document (to be provided to selected contractor at a later date).
4. Avoidance flagging will be located at some structures, and the areas indicated may not be entered.
The selected contractor will be provided with maps showing the avoidance areas.
5. Project activities will require set up and operation of equipment within and along portions of US
Highway 30 and Interstate 84. IPC will work with the Oregon Department of Transportation
(“ODOT”) to secure a permit to perform operations within the ROW. The selected contractor will use
appropriate traffic control measures to ensure public safety during construction.
Exhibit B Environmental and Cultural Summary

ENVIRONMENTAL AND CULTURAL PROTECTION REQUIREMENT SUMMARY
Huntington – Quartz 138 kV Transmission Line (Line 423) Project
Date: May 26, 2022

`Page 2 of 3 

6. If soil conditions result in equipment creating ruts greater than 5 inches, stop work and notify the
Project Manager and/or Environmental Services immediately. Work may be allowed to resume upon
BLM approval.
7. Contractor shall be responsible for prevention and control of noxious weeds within the limits of the
ROW and along authorized roads/travel routes. All vehicles/equipment must be washed and cleaned
of all mud, dirt, and plant debris (including vehicle under carriage and cab) prior to entering BLM
managed lands.
8. Any measurable project related ground-disturbance will be repaired (re-graded to a natural state and
seeded) as soon as weather, ground, and scheduling conditions permit. Water bars and/or rolling dips
would be installed, where practical, to control erosion and stormwater and channel it away from the
reclaimed area and into native drainages. The BLM, IPC, and Contractor will work together to
determine restoration efforts. All seed will be provided by IPC.
9. Project area shall always be maintained in a sanitary condition; all waste materials shall be disposed
of promptly at an appropriate waste disposal site.
10. Any cultural/archeological site encountered/affected by project activities shall be immediately
reported to the Project Manager and/or Environmental Services and all Work shall stop until
authorized to resume.
11. The Project will require a 1200-C Erosion and Sediment Control (“ESC”) permit from the Oregon
Department of Environmental Quality. The Contractor will be responsible for following the permit
stipulations and the Project’s ESC plan which includes installing, maintaining and removing Best
Management Practices (“BMP”) called out in the ESC. IPC will obtain the permit and write the ESC
plan and will provided it to the Contractor when available.
12. Project activities may occur during the Migratory Bird Treaty Act (“MBTA”) nesting season
(February 1 through July 31). IPC will conduct a nesting survey prior to project activities to
determine presence/absence of active raptor nests. If active nests are present on/or proximate to the
structures proposed for replacement, work may not occur on the structures or within any buffer zones
identified until approved by IPC. If, during the duration of the project, new nests not previously
identified during field survey are discovered, work may not proceed on that structure until approved
by IPC.
13. Anti-nesting devices will be installed on 109 structures (strs. 401-509) within greater sage-grouse
habitat to reduce raptor/raven predation on nesting greater sage-grouse. Anti-strike devices (i.e.,
flight diverters) and guy guards will be installed to all guy wires on structures 424, 427, 428, 441,
444, 445, 446, 452, 487, 488.

14. All construction activities within 1-mile of greater sage-grouse leks shall be restricted during the
leking season (March 1 through June 30) from 1 hour after sunset to 2 hours after sunrise
Exhibit B Environmental and Cultural Summary

ENVIRONMENTAL AND CULTURAL PROTECTION REQUIREMENT SUMMARY
Huntington – Quartz 138 kV Transmission Line (Line 423) Project
Date: May 26, 2022

`Page 3 of 3 

15. Fire protection measures shall be followed during fire season (May 10 – October 20) as required by
state and federal regulations.
 Conduct inspections of vehicle undercarriages before entering or exiting the project area to
clear vegetation that may have accumulated near the vehicle’s exhaust system.
 All power-driven equipment shall be equipped with one (1) fire extinguisher having a UL
rating of at least 5 BC and one “D” handled or long handled round point shovel, size “0” or
larger.
 Each motor patrol, truck, and passenger-carrying vehicle shall be equipped with a double-bit
axe or Pulaski, 31/2 pounds or larger; and
 Each internal combustion engine shall be equipped with a spark arrester that meets the federal
land managing agency’s standards.
16. Work is not permitted to occur within a wetland or any continuously flowing, dry or storm feed
stream channel. Straw wattles shall be installed as needed to intercept and mitigate sediment delivery
to streams. Additional sediment control BMPs would be employed as necessary.

Tom Barber
Project Manager
Office Phone: [phone]
Cell Phone: [phone]

Ron Piston
Environmental Services
Office Phone: [phone]
Cell Phone: [phone]

FOUNDATION TECHNICAL SPECIFICATIONS FOR THE
HUNTINGTON - QUARTZ LINE #423 PROJECT
WO #27520569-02

JUNE, 2022

IISSSSUUEEDD FFOORR BBIIDDSS

For information regarding
this document, contact:

 Tom Barber, Project Leader, Idaho Power [phone], e-mail [e-mail]
 Daron Beesley, Project Engineer, Idaho Power [phone], e-mail [e-mail]
 , Contract Administrator, Idaho Power (208) 388-xxxx, e-mail [e-mail]

ii
Huntington-Quartz Project
INDEX TO THE ARTICLES OF THE SPECIFICATIONS
TS-1 SCOPE OF WORK 1
TS-2 DEFINITIONS 1
TS-3 SURVEYS AND LAYOUT OF WORK 2
TS-4 COORDINATION, CONSTRUCTION SCHEDULE, AND REPORTS 3
TS-5 ENVIRONMENTAL PROTECTION 4
TS-6 CLEANUP 5
TS-7 MATERIALS 6
TS-8 OVERHEAD CONDUCTORS 7
TS-9 FINAL INSPECTION 8
TS-10 RECORD DRAWINGS 9
TS-11 DRILLED SHAFTS 10
11
Huntington-Quartz
FOUNDATION SPECIFICATION
TS-1 SCOPE OF WORK
These Specifications, together with the drawings, agreements, general conditions, and
all easement (Federal, State, and Private) stipulations, apply to and are part of the
foundation construction contract for the Idaho Power Company (Owner) project to install
two (2) drilled pier foundations with reinforcing rebar cages and anchor bolts. The
foundations will be located Near Huntington Substation and Huntington Wind
Substation. The foundations are for structures #258 and #279.
The work to be performed under these specifications and drawings includes, but is not
limited to the following:
Install two (2) drilled pier foundations with reinforcing cages and anchor bolts.

The construction shall be carried out in strict accordance with the drawings of
the Owner, or Manufacturer, along with all ggeeootteecchhnniiccaall recommendations
attached thereto. The drawings and data are located in the appropriate "tabbed"
Sections of this book or provided under separate cover.
Foundations will be drilled using removable casings.
All foundations should be installed using this specification and the
recommendations based on the geotechnical investigations.
TS-2 DEFINITIONS
The terms used in these specifications are defined as follows:
Assembly and Staging Area - the areas, in which the Contractor assembles structures
and/or checks, handles and stores materials.
Complete Structure - all components of a steel Structure including signs and all con-
necting hardware used for joining members.
Contractor – the successful Bidder, including subcontractors, who executes a contract
issued by the Owner for construction of the project.
Engineer - the Engineer of record for the Idaho Power Company (IPCO).

22
Job Site - the location upon which the steel Structure is to be installed. This term has
the identical meaning as the terms "Structure Location", "Structure Station", and
"Structure Site".

Manufacturer - any company that supplies materials used in the construction of the
project.

Manufacturer's Recommendation - all instructions issued by a company supplying
materials for the project which pertain to handling, hauling, assembling, and installing
material.

Owner - Idaho Power Company (IPCO) or its Authorized Representative, Project Leader
or a designated representative.

Stake - survey stake, with appropriate markings.

Structure Location - the centerline stationed, staked location upon which a steel
Structure is to be installed.

Structure Hub - the control point at each Structure that is provided by the owner. This
term has the identical meaning as the terms "Centerline Hub", and "Hub". All reference
staking for Structure construction will be from the hub.

TS-3 SURVEYS AND LAYOUT OF WORK

A. Survey

The survey provided by the Owner shall include centerline pin, pole stakes,
bisector and reference point stakes.

The Contractor shall preserve survey stakes established by the Owner.

After the survey locations are staked and verified by the Contractor they will be
considered the property of the Contractor. Any stakes destroyed shall be the
responsibility of the Contractor and will be re-staked by the Owner at the
contractor’s expense. The Contractor shall receive no additional compensation
for delays incurred by stakes marked in error, errors in the Structure List, or
stakes removed or missing.

The Contractor prior to placing of concrete will verify alignment and elevation of
anchor bolts. Owner will furnish elevation and alignment control points.

B. Overhead Transmission Lines

33
Owner shall set centerline stakes at PI’s and structure locations. The structure
stakes shall be clearly marked with the structure number. A Structure List shall
be furnished by IPCo detailing structure data. Included shall be the structure type
and pole heights. Structures shall be placed in locations as described in the
Structure List and or Drawings. Structures shall not be erected in any other
location without prior approval of the Owner. The Contractor shall be responsible
for preservation of the survey location of the foundations.

Elevations shall be furnished by the Owner only in the form of Plan and Profile
Drawings. Staking diagrams, where required, will be provided by IPCo prior to
the start of construction.

If a discrepancy exists between the markings on the stakes and the Plan and
Profile Drawings or the Structure List, or if it appears to the Contractor that any
structure as staked is in error, they shall notify the Owner immediately and no
further work shall be performed on the structure or structures in question until
such discrepancy or error is resolved. If the Contractor proceeds without the
Owner’s direction, all such work shall be at the Contractor’s own risk.

TS-4 COORDINATION, CONSTRUCTION SCHEDULE, AND REPORTS

A. Coordination

Contractor shall be responsible for all coordination with local, state and federal
authorities during the Project. Contractor shall coordinate the activities of all
subcontractors, and other construction involved entities.

Owner and Contractor shall jointly prepare an outage plan for all scheduled
interruptions of electrical power. The Contractor and the Owner shall sign this
plan at least two (2) weeks prior to the outage. Prior to requesting signatures, all
materials required for the scheduled outage shall be at the site. The outage plan
shall include specific procedures for coordinating with commercial activities such
as automated data processing centers (computers), hospitals, 24 hour-a-day
manufacturing and processing plants, etc.

Contractor and assigned subcontractors shall be required to attend a pre-
construction conference with the Owner and any other party involved with the
Project. The Contractor’s superintendent shall also attend the conference. If the
Contractor’s superintendent is not present, the conference shall be rescheduled
at the Contractor’s expense.

At the conference, the Contractor shall present a construction plan including but
not limited to the following:

 Construction sequence, methods, and equipment to be used in all phases

 Location(s) of staging area(s)

44
 Construction schedule showing all activities for the entire project including
IPCO defined milestones.

 Contractor shall maintain, in a safe place, one record copy of all Drawings,
Specifications, Addenda, Change Orders, Field Orders, and written
interpretations and clarifications in good order and annotated to show all
changes made during construction

B. Construction Schedule

The Construction Schedule shall be continuously updated by the Contractor and,
if necessary, redrawn on the first working day of each month or upon issuance of
any Change Order that substantially affects the scheduling. Schedule slippage
shall be accompanied by a recovery plan, subject to the Owner’s acceptance,
showing how the Project will be brought back on schedule. Schedule recovery,
including overtime, shall be at no additional cost to the Owner. Failure to
promptly provide revised schedules may result in delayed progress payments.

C. Reports

The Contractor shall prepare a weekly progress report showing all progress
completed for the previous seven day period. Both the Contractor and the
Owner shall sign these reports. Delinquency in preparing the weekly progress
reports may result in delayed progress payments. If disagreements occur, the
Owner shall circle, note, initial and date those items in dispute. The Owner shall
retain a signed copy of all weekly progress reports.

TS-5 ENVIRONMENTAL PROTECTION

Contractor shall comply with all federal and state environmental laws and regulations
applicable to the project.

Contractor shall obtain permits and comply with the requirements of state and local
pollution control and fire authorities.

Crankcase oils or other petroleum products shall be containerized and disposed in a
facility licensed to accept such materials. No drainage onto the ground shall be allowed.
In all its operations under this Contract, the Contractor shall comply with all applicable
federal, state, and local laws and regulations concerning the use, storage,
transportation and disposal of hazardous materials. Toxic or hazardous material shall
not be released onto the ground.

TS-6 CLEANUP

A. Cleanup During Construction

55

The right of way, staging area(s), and material storage area shall be kept in a
neat and orderly condition by the Contractor, as stipulated below. The Owners’
Representative or Owner may, at any time during construction, order a general
cleanup of the site as a part of the work under this section. Such cleanup shall
not result in any additional cost to the Owner.

 At the time they become scraps, all wire clippings, bundle ties, nails,
breakaway bolt heads and nuts, and other metallic scraps are to be picked
up.

 All garbage, lunch wraps, equipment parts, oil filters, petroleum products, and
light packaging material such as plastic, paper and cardboard are to be
removed on a daily basis.

 At the completion of each type of work, all assembly, erection and debris are
to be removed from each work site.

 The Contractor shall dispose of waste, trash and debris in a manner
acceptable to the Owner.

B. Final Cleanup of Facilities

Prior to final inspection by the Owner and after all construction work is essentially
complete, the Contractor shall thoroughly clean all facilities.

Items to be cleaned include, but are not limited to, all work staging areas,
material storage areas, structures and facilities, access areas, and all other sites
and facilities within or incidental to the construction.

66

TS-7 MATERIALS

A. Owner-Furnished Material

Material furnished by the Owner shall be transferred to the Contractor at delivery
points specified.

Contractor shall (1) accept the materials at the delivery points specified; (2)
check all materials to satisfy himself that the materials delivered are in good
condition and the quantities are correct; and (3) execute a receipt for all materials
accepted from the Owner. Delinquency in signing material receipts may result in
delayed progress payments.

The contractor shall check all Owner furnished material for compliance with
current industry specifications. All materials which do not meet specifications or
are broken or damaged shall be culled by the Contractor and a report made to
the Owner as to the number culled and reason for culling.

After the materials are accepted as specified herein, the Contractor shall become
solely responsible for their care, storage, and protection. In the event materials
are damaged, lost, stolen, or destroyed by any cause whatsoever after the
Contractor has signed a receipt for them, their repair or replacement shall be
entirely at the Contractor’s expense. Contractor shall load, unload, haul,
distribute, and store all materials furnished by the Owner.

Owner agrees only to provide the correct quantities of the materials set forth in
the material list. Contractor will be required, at his expense to provide additional
materials to facilitate the Contractor’s construction means and methods. The
Contractor shall furnish any and all additional materials that are necessary for
completion of the Project in accordance with the Drawings and Specifications
without additional cost to the Owner.

All Owner-furnished materials in excess of those actually used in the construction
of the foundations shall be returned to the Owner’s material storage yard
together with a complete list of all materials returned. The return of excess
materials to the Owner shall be at the Contractor’s expense.

B. Contractor-Furnished Materials

Contractor will furnish all materials necessary for completion of the work herein
excluding Owner-furnished materials.

Contractor shall purchase all materials and equipment (other than Owner-
furnished materials) outright and not subject to any conditional sales agreement,
bailment, lease, or other agreement reversing unto the seller any right, title, or
interest therein. All such materials and equipment shall become the property of
the Owner when erected in place.

77

The identification, purchasing, and delivery of all materials (except Owner-
furnished materials) are the responsibility of the contractor. Contract extension
days will not be considered for Project delays caused by late delivery of
Contractor-furnished materials.

TS-8 OVERHEAD CONDUCTORS

A. General

The Contractor will provide reasonable protection of overhead conductors as
necessary to allow safe working conditions for the installation of foundations.
Moving of communication cables not owned by IPCo will be coordinated by the
Contractor.

B. Road Crossings and Traffic Control

Such protective devices as may be required by local or state authorities, property
owners or the Owner for the purpose of maintaining traffic flows during
construction operations shall be installed. The expense of required flagmen,
traffic control and other protective devices shall be borne by the Contractor.

C. Electric Supply and Communication Line Conductors

Effective measures to prevent contact between the conductor being strung and
the lines being crossed shall be used. Temporary changes in poles, fixtures or
conductors of lines shall be prearranged by the Contractor with the Owner.

Special attention is called to the safety rules of the National Electrical Safety
Code, current edition, which shall be strictly observed:

 Crossings over lines having a potential of 34,500 volts and below shall be
made with the line to be crossed ENERGIZED.

 All lines having a potential of 750 volts or more which are de-energized for
crossing shall be short-circuited and grounded with appropriate and adequate
grounding conductors, placed at the site of the crossing and in view of the
workmen constructing the crossing.

 If a line is to be de-energized, all preparatory work shall be done prior to the
working clearance. Upon completion of the work the Contractor shall
immediately notify the Owner that the work is complete. Contractor shall bear
all costs resulting from any failure to complete the work within the period of
time stated in the original clearance.

D. Notice of Crossing

88
Contractor shall notify the Owner of any power line, communication line or road
the Contractor intends to cross as least five (5) calendar days in advance of the
time the crossing is to be made.

TS-9 FINAL INSPECTION

A. Requirements Preparatory to Final Inspection

Contractor shall notify the Owner to perform a preliminary final inspection for the
purpose of determining the state of completion of the Project. Contractor shall
notify the Owner at least seven (7) days in advance of the time that this
inspection is to be performed. From the information gathered from this inspection
the Owner shall prepare a punch list of the work to be performed, corrected, or
completed before the Project will be accepted. The Contractor, prior to final
inspection, shall complete all work on the punch list.

All temporary facilities shall be removed from the job site, except those required
for performance of work expected to appear on the punch list.

The job site, including all storage areas, shall be cleaned up.

All operating instruction for equipment shall be properly mounted and posted as
specified or required.

All guarantees and warranties, along with required maintenance instructions and
manuals shall be submitted to the Owner.

99

B. Final Inspection

After all requirements preparatory to the final inspection have been completed as
specified above, the Contractor shall notify the Owner to perform the final
inspection. Notice shall be give at least seven (7) days in advance of the time the
final inspection is to be performed.

Contractor shall accompany the Owner on the final inspection tour, along with
any principal subcontractors the Owner may request to be present. A punch list
will be prepared based on the information gathered from the final inspection, and
the Contractor shall be required to complete this work and then call for another
final inspection.

When the work has been completed in accordance with the Specifications
Document and no further corrective measures are required the Owner shall
accept the Project.

Upon acceptance of the project by the Owner the Contractor shall submit their
request for the final payment in accordance with the General Conditions of the
Contract.

TS-10 RECORD DRAWINGS

Upon completion of the work the Contractor shall provide the Owner with one (1)
marked up copy of the Construction Drawings and the Structure List showing the as-
built condition. All changes made during construction shall be shown.

Contractor’s progress payment retention will not be released until the Owner has
received the marked up Construction Drawings.

1100

TS-11 DRILLED SHAFTS

A. General

This Specification establishes the requirements for providing concrete shafts for
the self-supporting anchor bolt structures. The work includes concrete
requirements, concrete placement, curing, and protection as well as furnishing all
materials, equipment, machinery, tools, labor, transportation, and other means
required to construct the Project in strict accordance with the Specifications and
Drawings.

The Contractor shall not commence drilling and concrete placing operations
unless the Owner is present. The Owner will complete the Single Shaft Record
Report (sample shown on the following page) and the Contractor shall sign the
report to acknowledge the accuracy of the information.

1111

Single Shaft Record Report

Project ______________________Day___________

Job No. ______________________Date___________

Desig n
Drawings (Include elev., size,
Structure ____________________ shape, casing & all other
Elev. pertinent information)
Type/Diameter ____________________ Soil Type __
__
Top Elevation ____________________ __
__
Bottom Elevation ____________________ __
__
Bell Diameter ____________________ __
__
Length _____________________ __
__
Pre-Placement __
Bolt Orientation Correct _______Threads Protected _________ __ __
Hole Clean _____ Tremie Plug ______ __
__
As Built __
Date Started ______________________ __
__
Completed ______________________ __
__
Diameter ______________________ __
__
Top Elevation ______________________ __
__
Bottom Elevation _____________________ __
__
Bell Diameter _____________________ __
__
Add or Deduct ______________________ __
__
Total Length ______________________ __
__
Conc. CY Installed __________ Anchor Bolt Projection ___________

Remarks____________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________

Approved By: Owners Representative ___________________________________
General Contractor ___________________________________
Drilling Contractor ___________________________________

An IDACORP Company

1122
B. Products and Materials Specifications:

In addition to the requirements specified, the Contractor shall comply with the latest
current applicable standards and specifications published by the ACI and the ASTM.
In case of conflicting requirements, the opinion of the Owner shall govern.

C. Submittals:

 Manufacturer's Literature: The Contractor shall submit to the Owner for
review, one copy of the manufacturer's specifications and installation
instructions for each item of proprietary material used, showing compliance
with these specifications.

 Design Mix: The Contractor shall submit a mix design report prepared by an
independent testing agency meeting the requirements of these specifications.
Mix design shall be submitted at least one week prior to placement. See
Section E for details.

 Materials: The Contractor shall submit to the Owner for review, one copy of
test reports prepared by an independent testing laboratory certifying that the
materials to be used in the manufacture of concrete meet the requirements of
these specifications.

 Concrete Cylinder Compressive Test Results: The Contractor shall submit to
the Owner, one copy of the test results for all compression tests. All samples
will be identified by date and structure number.

 Testing laboratory qualifications for concrete testing.

 Qualifications: Qualifications of the Contractor and the Contractor’s
Superintendent shall show that both have been involved with successful
installation of drilled shafts for at least three years. All bidders shall submit a
written resume of drilled pier experience including quantity, depth, diameter,
installation method, owner, engineer, addresses and telephone numbers of
references. Resume shall be submitted with proposal.

D. Sequence of Work:

 Contractor shall submit his planned sequence of work for shaft excavation,
support and placement. Plan will be subject to acceptance by the Owner.

E. Mix Design Requirements:

 Materials to be used should meet the requirements specified in Section F.

1133

 The minimum ultimate compressive strength of a standard 6" diameter by 12"
high cylinder shall be 4000 psi at 28-day age. In lieu of the standard 28-day
test results accelerated strength test results will be acceptable.

 Concrete placed by the slurry displacement method shall have a six (6) to
eight (8) inch slump and Concrete placed underwater shall have a minimum
of seven bags (658 lbs.) of cement per cubic yard regardless of the strength
specified. The maximum water to cementitious material (w/c) ratio shall be
.50.

 The slump of the concrete for dry holes shall be in the range of 3" to 5".

 Entrained air content shall be 5 to 7 percent.

 The Contractor shall verify the adequacy of a new mix design by making a
minimum of 9 cylinders per mix, 3 tested at 3-day age, 3 tested at 7-day age,
and 3 tested at 28-day age. Mix design shall be in accordance with the
current edition of ACI 318.

 The Contractor shall submit to the Owner for approval, the complete
compressive test data on the new mix design, including mix proportions used,
actual slump, actual air content, air temperature at the time of test, concrete
temperature, weight of concrete per cubic foot, and other pertinent
information.

 In lieu of new mix design, as required by these specifications, the Contractor
may submit test results for a mix, used in construction within the previous six
months, utilizing the same materials, indicating performance in accordance
with these specifications.

 Adjustment of the mix designs that prove unsatisfactory in use shall be
subject to the Owner's review. Concrete that does not exhibit the specified
control characteristics will be considered unsatisfactory. Additional cost for
adjustment to the mix shall be borne by the Contractor.

F. Materials:

 The Contractor shall use materials from the same source from start to finish
of the job unless the Owner has approved changes in writing.

 Portland Cement shall meet ASTM Test Designation C-150 requirements for
Type I or Type II with optional chemical requirement for low alkali cement.

 Fine aggregate shall be natural sand conforming to ASTM Test Designation
C-33.

1144

 Coarse aggregate shall be gravel conforming to ASTM Test Designation C-
33, maximum size of aggregate to be 3/4".

 Water shall be fresh, clean, and free from sediments, oil, acid alkali, organic
matter, and other deleterious substances.

 Plasticzing admixture shall conform to ASTM Test Designation C-494, Type
A, D, or E. The type of admixture shall be subject to the Owner's review.

 Air entraining admixture shall conform to ASTM C260.

 Pozzolanic material may be used as a partial substitute for the Portland
cement if approved by the Owner.

 Calcium chloride and other chlorides shall not be used under any
circumstances.

 Admixtures, other than air entraining agent and plasticizing agent, shall not be
used without the written approval of the Owner.

 During cold weather, the temperature of the concrete at mixer discharge shall
be between 55 degrees F and 70 degrees F. Concrete shall not be placed on
or against frozen material.

 During hot weather, the temperature of the concrete at mixer discharge shall
be 90 degrees F or lower.

 Nonshrink grout for general use where required under baseplates shall
conform to these specifications. Grout shall be a fluid grout and shall be
nonmetallic unless specified for special use hereinafter. The grout shall be a
nongas-liberating type, cement base, premixed product requiring only the
addition of water for the required consistency. All components shall be
inorganic. The following grouts are acceptable for use:

-UPCON High Flow, UPCON Company, Cleveland, OH
-Master Flow 713, Master Builders Co., Cleveland, OH
 -Other non-shrink grouts such as those manufactured by SIKA or as
approved by the Engineer.

The grout used shall be cured with a curing compound sprayed on or as
recommended by the grout manufacturer.

1155

G. Proportioning:

 Concrete shall be composed of Portland Cement, approved pozzolan, fine
aggregate, coarse aggregate, water, and plasticizing admixture. Concrete
shall have an additional ingredient of air entraining admixture.

 Concrete shall be proportioned in such manner that it is homogeneous,
readily placeable, and uniformly workable and shall be designed in
accordance with ACI Standards. The materials shall be proportioned to
produce job-use concrete of the type and strength specified in Sections D, E,
and F.

 The minimum amount of concrete batched per truckload shall be 7 cubic
yards except for finishing loads, which shall be at least 3 cubic yards.

 Concrete proportions shall be measured, mixed, transported, and placed in
accordance with the ACI 304 current edition.

H. Concrete Mixing:

Concrete shall be ready-mix and shall comply with the requirements of ASTM
Test Designation C-94.

Adding water to the unworkable concrete at the delivery end shall not be
permitted unless the Owner accepts the procedure and observes additions of
water and design water cement ratio is not exceeded.

Concrete shall be considered unacceptable if it undergoes initial set or if not
deposited within 90 minutes of the time the water is introduced. If the concrete is
to be transported a long distance, then the "90 minute requirement" could be
modified with the proper use of set retarding admixture, as approved by the
Owner.

When using 2 admixtures, one shall be added to the water and one shall be
added to the sand or rock.

All concrete shall be sufficiently mixed to ensure complete uniformity of the
batch. The volume of the batch shall not exceed the Manufacturer’s rating of the
drum capacity. Rotating speed of the drum shall not exceed its rated speed. A
minimum of 100 revolutions is required prior to placement.

Owner shall be notified if concrete cannot consistently be delivered and
discharged within 90 minutes or 300 revolutions of the drum after introduction of
water to cement. With these conditions, the Owner may require all water to be
added at the job site.

1166
The mixer shall be equipped with a water storage and measuring device which
can be locked, and also with a suitable charging hopper.

The contents of the drum shall be completely discharged before receiving
materials for a new batch ..

I. Ready-Mixed Concrete:

With each load of concrete delivered to the job site, the ready-mixed concrete
producer shall furnish one ticket to the Owner. Delivery tickets shall provide the
following information:

 Date;
 Name of ready-mix's concrete plant, contractor, and job;
 Type of cement and other additives;
 Mix proportions per cubic yard of concrete and total amount of various
ingredients in the truckload;
 Whether the concrete is heated or not;
 Truck number and time the truck was loaded at the batch plant;
 Amount of concrete in the load in cubic yards;
 Maximum size aggregate; and
 Water added at the job.

J. Concrete Test:

Specimens for compression test, slump test, and air content test shall be secured in
accordance with the ASTM C172. Slump test shall be made in accordance with
ASTM C143. Entrained air content test shall be made in accordance with ASTM
C173 or C231. Concrete cylinders for compression test shall be made and cured in
accordance with the ASTM C31. Cylinders shall be tested for compression in
accordance with ASTM C39. Test shall also be performed to determine the
temperature (ASTM C1064).

Temperature (ASTM C1064), slump (ASTM C143) and air entrainment (ASTM
C231) test may be taken at any time by the Owner at the Contractors expense.

Contractor, unless otherwise instructed, shall be required to make a set of
compressive test specimens, each set consisting of five (5) compressive test
cylinders made and cured in accordance with ASTM C31 and C172, current edition.
One set of compressive tests specimens shall be made for each seventy-five (75)
CY of concrete placed; one set for any structure requiring fifty (50) CY; and no less
than once each day.

Testing of the cylinders shall be handled by the Contractor through a qualified
testing laboratory approved by the Owner. The cost of testing shall be borne by the
Contractor. Contractor shall require the laboratory to send one copy of the
compressive test reports to the Owner. Test results shall be identified by structure

1177
number. One (1) sample shall be tested at seven (7) days, one(1) at fourteen(14)
days and two (2) at twenty-eight (28) days. Two cylinders shall be held for additional
testing in the event of a low break.

In cases where the strength of the test cylinders for any portion of the work falls
below the requirements specified herein, the Owner may require the Contractor to
secure test specimens of the hardened concrete represented by these cylinders.
Specimens shall be secured and tested in accordance with ASTM Designation C42,
current edition. If the specimen test further substantiates that the concrete
represented by the cylinders and specimens is below the strength requirement
specified herein, the Owner may order such concrete removed and replaced at the
expense of the Contractor.

The average strength of the laboratory-cured specimens shall be greater than or equal to
the specified 28-day compressive strength. At least 80% of the compressive test
specimens for each class of concrete shall show strengths higher than the specified
minimum strength. If the laboratory-cured cylinders fail to meet this requirement, the
proportions of the concrete shall be changed sufficiently to increase the strength to the
specified value at no additional cost to the Owner. The concrete strength shall be
evaluated in accordance with the ACI 214.

K. Removal of Water or Tremied Concrete Placement

The Contractor shall remove all water from the space to be occupied by the concrete.
If water is unable to be kept out of the excavation, then concrete may be tremied into
the hole.

The slurry displacement method may be used with Owner’s approval at locations
where the soil will not stand without support or where, because of ground water
conditions, sloughing of the sides of piers may seriously delay or endanger the
satisfactory completion of the excavation and placement of concrete.

The slurry displacement method shall not be used without the approval of the Owner.
The Owner shall observe the entire procedure from excavation through placement of
concrete.

The slump shall be checked on each concrete truck prior to placement. The use of a
recoverable “pig” or plug in the tremie hose is required to separate the concrete from
the slurry or water. Concrete placed by the slurry displacement method shall not be
vibrated.

Construction or cold joints are not permitted.

Curing: Cure concrete with water, curing compound, or polyethylene sheets.

1188
Water Curing: Keep concrete continuously moist for at least seven (7) days after
placement by sprinkling or spraying or by other methods approved by the Owner’s
Representative.

Curing Compound: Apply curing compound promptly after form removal. Formed
surfaces shall be saturated with a fine spray of water until they will absorb no more
water. Apply compound as soon as the free moisture on the surface has
disappeared. On unformed surfaces, apply compound immediately after the
bleeding water or shine disappears, leaving a full appearance. Apply curing
compound to a uniformly thick film using multipass or cross spraying. Delay
between passes shall not exceed thirty (30) minutes. Maximum coverage rates shall
not exceed one hundred fifty (150) square feet per gallon for wax-base and two
hundred (200) square feet per gallon for resin-base curing compounds.

Polyethylene sheeting: Moisten concrete and then cover with sheeting to provide as
airtight a cover as practicable. Leave polyethylene sheeting in place for not less
than seven (7) days after placement.

Protection: Protect concrete against injury until final acceptance. Maintain concrete
temperature above forty (40) degrees F. for at least seventy-two (72) hours after
placement. If water cured, protect against freezing temperatures for the duration of
the curing period.

L. Reinforcing Steel

All bars shall be bent cold in accordance with the current edition of the Manual of
Standard Practice for Reinforced Concrete Construction, published by the Concrete
Reinforcing Steel Institute.

Deliver steel with suitable hauling and handling equipment. Tag steel for easy
identification. Store to prevent contact with the ground.

Steel reinforcing bars shall be placed in the concrete as shown on the Drawings.
Unless otherwise shown on the Drawings or directed by the Owner,
measurements made in placing the bars shall be to the centerlines of the bars.

Before the reinforcing bars are placed, the surfaces of the bars and the surfaces
of any metal bar supports shall be cleaned of dirt, grease, or other foreign
substances. After being placed, the reinforcing bars shall be maintained in a
clean condition until they are completely embedded in the concrete.

Reinforcing bars shall be accurately placed and secured in position so that they
will not be displaced during the placing of the concrete, and special care shall be
exercised to prevent any disturbance of the reinforcing bars in concrete that has
already been placed. Precast concrete blocks may be used for supporting
reinforcing bars with the use of coated tie wire.

1199

Reinforcement shall not be spliced unless indicated on the Drawings or with the
approval of the Owner. Splices shall be in accordance with ACI 12.14 and 12.15,
current edition. Tie bar lap splices shall be assembled in a staggered manner at
180 degrees on alternate ties.

Lateral ties shall be secured to vertical reinforcement with wire ties. Welded
connections shall not be allowed.

Field bending of reinforcing steel bars is not permitted. Do not straighten or rebend
metal reinforcement.

Protection, spacing, and positioning shall conform to the current edition of the
American Concrete Institute (ACI) Standard Building Code Requirements for
Reinforced Concrete (ACI 318), reviewed placing drawings and design drawings.

Location tolerances shall conform to the current edition of Placing Reinforcing Bars
published jointly by the Concrete Reinforcing Steel Institute (CRSI) and the Western
Concrete Reinforcing Steel Institute (WCRSI).

Tying of deformed reinforcing bars shall conform to the current edition of Placing
Reinforcing Bars published jointly by CRSI and WCRSI.

M. Anchor Bolts

Anchor bolts shall be galvanized as shown on the Drawings and shall be
complete with galvanized nuts. Anchor bolts shall be bundled or assembled and
tagged with the part numbers assigned on the Drawings.

Top and bottom anchor bolt templates will be supplied for each foundation.

Anchor bolts shall be accurately positioned. It shall be the Contractor’s
responsibility to accurately set the bolts initially and to maintain the required
position until after the concrete has set. It shall be the Contractor’s responsibility
to supply supporting and bracing materials.

Prior to setting, the threads on the upper end of each anchor bolt shall be
protected to prevent the adherence of concrete. When installed, the bolts shall
be clean and the portions to be embedded in concrete shall be free of oil or other
detrimental substances that would adversely affect the bond between the bolts
and concrete. Anchor bolts shall be in position and at the specified projection
height prior to the pouring of concrete.

Deviations from specified positions of anchor bolts after concrete has set shall
not exceed the following:

2200
 Horizontal distance between centers of adjacent anchor bolts shall be within
plus or minus one-sixteenth (± 1/16) inch.

 Horizontal distance between diagonally opposite anchor bolts shall be within
plus or minus three-sixteenths (± 3/16) inch of the specified distance,
measured at the top of concrete.

 Elevation of the top of the lowest anchor bolt in a set shall not be less than
specified, and that of the highest bolt shall not exceed the specified elevation
by more than one-fourth (1/4) inch.

 The alignment marks (V-notches and drilled holes) in the top template shall
not deviate from the bisector and the line perpendicular to the bisector by
more than one-quarter (1/4) inch.

 With the foundation completed, the anchor bolts at each foundation shall not
deviate more than one-quarter (1/4) inch from its specified position on the
foundation.

 Anchor bolts shall be located in the excavation such that the minimum
distance from any anchor bolt to the side of the rebar cage is four (4) inches.
Concrete shall not be placed until after the Owner’s Representative has
inspected the excavation and placement of the anchor bolts.

 All rebar cages shall be located in the excavation, such that the minimum
distance from the edge of the rebar to the side or bottom of the excavation will
be a minimum of three (3) inches.

Any foundation that does not satisfy the specified requirements for line and grade
shall be rejected. No payment shall be made for any such defective work until
the Contractor has completed, to the satisfaction of the Owner, the necessary
corrective work. Contractor shall bear the full expense of all such corrective
work.

N. Excavation

Excavation shall be completed to the depths and dimensions indicated on the
respective Drawings. Excavation spoils and excess material shall be removed
and disposed of by the Contractor.

Explosives may be used for the excavation of rock with written approval from the
Owner. A blasting plan must be submitted to owner seven (7) days prior to
blasting.

2211
Contractor shall do all grading and earth moving necessary to prevent the
accumulation of water in the excavations. All excavations are to be kept free of
water until all foundations have been placed.

Contractor shall notify the Owner should an obstruction be encountered which
prohibits using normal techniques and tools.

Foundation and pole excavations when unattended shall be covered and
properly barricaded to prevent injury to humans, livestock or wildlife.
Excavations subject to caving shall be properly shored before allowing workmen
to enter.

O. Drilled Shaft Foundations

Dry drilling is the preferred method of excavation. Unless rock or obstructions are
encountered, the excavation shall be completed in a continuous operation and
the concrete shall be placed without undue delay. Concrete shall be placed no
later than 24 hours after the start of drilling.

Drilled piers shall be drilled to the diameters and depths shown on the Drawings.
The diameter and depths noted on the Drawings are to be considered minimum.

The excavation shall be protected to prevent the collars of the piers from caving.
Where caving or subsidence of soils resulting from foundation excavation occurs,
loosened material shall be removed until competent material is exposed. The
excavation outside the design dimensions shall either be filled with concrete or
backfilled and compacted to 95% of maximum dry density in 6-inch lifts. The
backfill shall contain the optimum moisture as needed to reach compaction. The
contractor may use other methods of restoring the ground conditions pending
approval by the Engineer.

Excavations shall not be left open overnight unless cased full length. However, if
the shaft is being constructed under slurry, the uncompleted shaft may remain
open but full of slurry provided the opening is adequately covered to meet safety
requirements. Concrete must be placed within 24 hours of drilling start. Notify
the Owner if any of these conditions cannot be met.

P. Subsurface Information

Test holes were made at various locations along the line and the information
obtained is indicated in the included geotechnical reports.

2222

Q. Unclassified Excavation

All excavation is unclassified. Complete all excavation regardless of the type, nature, or
condition of the materials encountered. Contractor shall make their own estimate
of the kind and extent of the various materials to be excavated in order to
accomplish the work.

The location and dimension of the drilled piers shall be as exact as possible to
the locations shown on the Drawings. The maximum allowable tolerances shall
be as follows:

 Maximum deviation of a single drilled pier from a location shown on the
Drawings shall not exceed two (2) inches.

 The tops of the drilled piers shall be twelve (12) inches above ground grade,
unless otherwise specified by the Owner.

 The variation in elevation of the bottoms of the drilled piers shall be from
minus one (-1) inch to plus three (+3) inches except where required to be
carried deeper due to soil conditions.

 Maximum deviation of the axis of the hole from the vertical shall be no more
than two (2) inches in eight (8) feet.

 The variation in diameter of any drilled piers shall be from minus zero (-0) to
plus six (+6) inches.

R. Casing

Temporary casings may be used at locations where the soil will not stand without
support or where, because of ground water conditions, sloughing of the sides of
piers may seriously delay or endanger the satisfactory completion of excavation
and placement of concrete.

Contractor shall have available for immediate use on the job an ample supply of
casing of each size which will be required for use in the piers and shall provide
additional amounts, if required, to ensure orderly progress of the job.

Such metal casing may be in short pieces but with jointing devices of sufficient
strength that assembled sections of casing may be pulled complete as concrete
is placed (or immediately thereafter). The casing shall also be of such strength
and rigidity as to maintain the required excavation lines against the pressure of
sloughing material from the sides of the excavation.

2233
All temporary casing shall be removed from piers as concrete is placed — or
immediately thereafter — and in such a manner as to prevent sloughing material
from dropping to the bottoms of piers or falling on top of freshly placed concrete.
A sufficient head of concrete shall be maintained to prevent intrusion of soil into
or on top of fresh concrete. Contractor shall notify the Owner immediately if
intrusion appears to occur.

During casing extraction, upward movement of the reinforcing steel shall not
exceed six (6) inches. Downward movement shall not exceed four (4) inches.
Owner shall be notified immediately of any excessive movement.

The outside diameter of the casing shall not be less than the specified diameter
of the drilled shaft. The length of the casing shall be sufficient to allow the
construction of a good quality shaft.

S. Bottom of Excavation

The Contractor shall clean the bottom of the excavation so that it is free of loose
material.

Immediately prior to the placement of concrete the excavation shall be cleared of
water, debris, or other materials harmful to concrete, including ice, clods, and
piles of loose earth. Water in the bottoms of excavations must be removed or
absorbed. An ample supply of sacked cement for use in drying up the bottoms
shall be on site.

T. Forming

Forms shall conform to the shapes, lines, and dimensions of the concrete as
called for on the Drawings. Forms shall be sufficiently strong to carry the dead
weight of the concrete without undue deflection or bulging, and sufficiently tight to
prevent leakage of mortar. Forms shall be properly braced and tied together so
as to maintain position and shape.

Lumber or other forming material used in forms at exposed surfaces shall be
dressed to uniform thickness and shall be free from loose knots or other defects.
Joints in forms shall be horizontal or vertical. At all unexposed surfaces and for
rough work, undressed lumber or slip forms may be used. Lumber reused in
forms shall have nails withdrawn and surfaces to be in contact with concrete
thoroughly cleaned before being used again.

Forms shall not be disturbed until the concrete has hardened sufficiently to
support any loads that may be imposed upon it. When stripping forms, metal
wedges or tools shall not be used to pry panels loose, If wedging is necessary, it
shall be done with wood wedges lightly rapped to break adhesion between the
concrete and form.

2244

Any misshaped concrete due to form slippage shall be replaced at the
Contractor’s expense.

One (1) inch chamfer shall be provided on all exposed edges of footings.

Forms shall be treated with a release agent such as form oil to facilitate removal.

U. Concrete Placement

The concrete shall be conveyed from the mixer to the place of the final deposit by
methods that will prevent the separation or loss of material.

Concrete shall be deposited as nearly as practical in its final position to avoid
segregation due to handling or transporting.

The Contractor shall not place any concrete until the formwork, excavation, and
embedded items are inspected and approved in writing by the Owner. Concrete
shall be poured only in the presence of the Owner.

Concrete shall be placed in the drilled piers as soon after excavation as possible
and shall be deposited continuously as rapidly as possible until the unit being
poured is complete. Concrete shall be placed against undisturbed soil or
formwork. Construction joints shall not be allowed.

No concrete shall be placed in standing or running water without permission of
the Owner, following approval of a depositing method.

Immediately prior to concrete placement, all surfaces against which concrete will
set shall be free of any dried concrete, mud, or other foreign matter.

Surfaces against which new concrete will set shall also be moistened with water
immediately prior to placement.

Concrete segregation resulting from falling against the sides of the excavation,
rebar, anchor bolts, or templates is not acceptable. Contractor shall direct
concrete away from obstacles with an elephant trunk and hopper or tremie.

Vibration equipment shall consist of two (2) vibrators in good working condition.
Vibrate concrete until it has been consolidated to the maximum practicable density,
is free from pockets of coarse aggregate, and closes snugly against surfaces of
forms and embedded materials. Vibrator shall not remain in one place over ten
(10) seconds. Concrete placed by the slurry displacement method shall not be
vibrated.

2255
Any concrete retained in the truck mixer long enough to require additional water
to permit satisfactory placing shall be wasted at the Contractor’s expense.
Concrete requiring retempering shall also be wasted at the Contractor’s expense.

V. Finishing

Screeding and initial finishing shall be performed before bleed water can
accumulate on the surface.

No further finishing shall be performed until bleed water has evaporated.

Smooth, solid concrete surfaces are required throughout the work. The top
surface of the concrete foundation shall be finished to conform to the detail
shown on the Drawings. Care shall be taken in the steel troweling not to bring
excessive fine material to the surface. Only skilled workmen shall perform
finishing of concrete surfaces. Exposed surfaces of concrete shall be brought to
the design elevation and sloped away from the pole, and worked with suitable
tools to achieve a smooth surface, with the use of an acceptable float with steel-
trowel finish. The top of piers shall be domed a minimum of one inch (1”) to allow
for water drainage.

All exposed concrete shall be properly cured for seven (7) days by the moist
curing method using wetted burlap, Kraft paper, or polyethylene sheets to
prevent evaporation, or by spray application of a liquid membrane-forming
compound conforming to ASTM Designation C309, current edition Type 1. The
membrane shall be applied according to the Manufacturer’s recommendations.
Surface defects shall be filled prior to application of membrane curing compound.
All concrete surfaces on which curing compound has been applied shall be
adequately protected for the duration of the curing period from any cause which
would disrupt the continuity of the curing membrane. No curing compound shall
be used on surfaces requiring subsequent bonding.

After form removal all fins, small projections, or other irregularities shall be
removed.

Metal form ties extending from the face of exposed concrete shall be cut off at
least three-fourths (3/4) inch deep in the concrete immediately after removal of
forms. Holes shall be filled with a cement-sand mortar approximately the same
color as the adjoining concrete. The mortar shall be mixed and placed as dry as
possible and finished flush with the adjoining surface.

All foundations shall be rubbed out with a grout mixture. The grout shall consist
of one (1) part Portland Cement, one (1) part fine sand (passing a No. 30 sieve),
and water sufficient to attain a creamy consistency.

2266
The area shall be dampened before grout is brushed on. Shallow patches shall
be filled with stiff mortar and finished. Deep patches shall be of formed concrete
dowelled to the hardened concrete as required by the Owner.

W. Cold Weather

Concrete poured with ambient air temperature below 40°F shall conform to the
recommendations set forth in ACI Publication 306, Cold Weather Concreting,
current edition. No concrete shall be placed against a frozen surface. Protection
shall be provided to protect any portion of the above-ground or drilled excavation
from freezing prior to concrete placement.

The temperature and duration chart for concrete is shown below:

Ambient
Temperature
Mixed
Temperature
Placed &
Maintained
Temperature
Duration
Above 30°F 50° 45° 72 hrs.
0 to 30°F 55° 45° 72 hrs.
Below 0°F 60° 45° 72 hrs.

Protection from freezing shall continue for five (5) days following the initial
seventy-two (72) hour period. Contractor shall monitor concrete temperatures
and immediately report any discrepancy to the Owner.

Concrete temperatures shall be controlled by heating mix water and/or
aggregate.

Test cylinders shall be held in an insulated curing box at temperatures between
60° and 80°F for a period of twenty-four (24) hours before being relocated or
transported. Molds shall be stripped after twenty-four (24) hours and the
cylinders sealed in plastic wrap until delivered to the testing laboratory.

Wood forms shall remain on concrete, whenever possible, to aid in heat
retention.

Indirect-fired heaters sufficiently vented may be used to maintain required
placed-concrete temperatures. Rapid cooling following heating shall be
prevented. Moisture must be provided during heating to allow proper curing.

Insulation blankets or bats may be used, provided actual temperature readings
verify that required temperatures are being maintained.

X. Hot Weather

2277
All concrete work done when the ambient air temperature is 80°F or forecasted to
rise above this temperature within twenty-four (24) hours after concrete
placement) shall be in conformance with the following:

 Mixing water shall be kept cool.

 Aggregate stockpiles shall be saturated and the surfaces kept moist by
intermittent sprinkling or by a continuous fog spray.

 The basic water-cement ratio shall be maintained.

 Forms, reinforcing and subgrade surfaces shall be wetted just before
concrete is placed. Wetting down of areas around the work is recommended.

 The temperature of the concrete when placed shall not exceed 90°F.

 In extremely hot (80°F and above) and windy weather, sunshades,
windbreakers, fog sprays, or a combination of such items shall be used during
flat-slab finishing operations.

 When weather conditions require concrete to be placed with a temperature
greater than 90°F, the Contractor shall submit to the Owner a concrete mix
design which allows high temperature placement. This high temperature
concrete may include plasticizers and retarding Admixtures to meet the
design specification. The Owner shall approve any changes in the standard
mix design prior to use.
MATERIALS
Idaho Power Company Page: 15
Date: 6/7/2022
27520569 -
Work Order: 27520569 - T423190001-REBUILD FROM HGTN TO QUTZ
Work Order Type: 33
Material Request: 01622187
MR Type: A LINES
Deliver To:
Delivery Notes: Foundation Materials
Responsible: DJB9195
Need Date: 4/3/2023
Issue Facility: BOC
MR: 01622187
Q Catalog Description Rsv Qty UI Actual PendingCatalog ID
0 CONDUCTOR, CU, CCS, #6 SOLID BARE DEAD SOFT ANNEALED 4 Y 100 FT 0 00000003657
0 CONNECTOR, GROUND, #6 SOLID CU .162" TO 2.25" ANCHOR B Y 4 EA 0 00000016751
0 CONNECTOR, GROUND, #6 SOLID CU, .162" TO #11 REBAR 1.3 Y 4 EA 0 00000044932
27520569 - T423190001-REBUILD FROM HGTN TO QUTZ MATERIAL REQUEST # - 01622187
Foundation Design
A
258 1.0 11 34 5 6.0 6.0 24.0 24 65.00 12
279 1.0 11 24 5 6.0 6.0 24.0 24 62.50 12
B

C

DS. HR
DR. SH

21207-ID-A279

25
80' DC DE
w/ DIST AG-2 8.0

36

STR
#POLE SOIL BORING NO.
DIAMETER
(FT)
TOTAL
LENGTH
(FT)
REVEAL
(FT)
LONGITUDINAL
REINFORCING SHEAR TIES
VENDOR DRAWING
LAP
LENGTH
(IN)
SPACING
BOTTOM
(IN)
SPACING
TOP
(IN)
SIZE (#) QTY. SIZE (#) QTY.
BOLT
CIRCLE
(IN)
ANCHOR BOLTS
PROJECTION
(IN)
21207-ID-A258
75' DC DE AG-3 8.0
TOTAL NEAT
CONCRETE
VOLUME
IPC/PEI
W.O. 27520569
IPC/PEI
6/25/2021
ISSUED FOR BID
W.O. 2752056967.0

CONSTRUCTION COMMENTS

46.5

REVISIONS
2/5/2021
ISSUED FOR 60%
REVIEW

6/2/2022
ISSUED FOR BID
UPDATES
W.O. 27520569
IPC/PEI
06
REF.(S) X
HUNTINGTON-QUARTZ
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
4
1
0
.
0
0
3
138kV LINE #423
CONSTRUCTION
FOUNDATION SCHEDULE
SCALE : NA 12/10/2019
SHT. 1 410.003

GEOTECHNICAL REPORT
03311
Foundation Design Report
Line 423, Huntington to Quartz
Baker County, Oregon
Prepared for:
Idaho Power Company
October 26, 2020
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 1 American Geotechnics

Table of Contents
1.0 INTRODUCTION .................................................................................................................... 2
2.0 SUBSURFACE EXPLORATION ............................................................................................... 2
3.0 SUBSURFACE CONDITIONS ................................................................................................. 4
3.0.1 Dead-end Structure at Huntington Substation ........................................................... 4
3.0.2 Structure # 258 near Huntington Substation ............................................................ 4
3.0.3 Structure # 279 near Huntington Wind Park Substation .......................................... 4
3.0.4 Dead-end Structure and Structure # 399 at Durkee Substation .............................. 5
3.0.5 Dead-end Structure at Quartz Substation .................................................................. 5
4.0 DRILLED PIER DESIGN RECOMMENDATIONS ..................................................................... 6
4.0.1 Dead-end Structure at Huntington Substation ........................................................... 6
4.0.2 Transmission Line Structure #258 near Huntington Substation .............................. 8
4.0.3 Transmission Line Structure #279 near Huntington Wind Park Substation.......... 11
4.0.4 Dead-end Structure and Structure #399 at Durkee Substation ............................. 14
4.0.5 Dead-end Structure at Quartz Substation ................................................................ 16
5.0 DRILLED PIER FOUNDATION CONSTRUCTION RECOMMENDATIONS .............................. 19
6.0 CLOSURE .......................................................................................................................... 20

Appendices
A Figure 1 - Vicinity Map
Figure 2 - Exploration Location Map
Site Photos

B Logs of Exploration
Laboratory Test Reports

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 2 American Geotechnics

1.0 INTRODUCTION
This proposed project will include upgrading an existing transmission line, making improvements to two existing substations and constructing a new substation for Line 423, Huntington to Quartz in Baker County, Oregon.
The transmission line upgrades will include three structures:
• Structure #258 near the existing Huntington Substation.
• Structure #279 near the existing Huntington Wind Park Substation.
• Structure #399 near the proposed Durkee Substation.
The substation improvements and construction include three structures:
• New dead-end structure at the existing Huntington Substation.
• New dead-end structure at the proposed Durkee Substation.
• New dead-end structure at the existing Quartz Substation.
The approximate locations of these structures are shown on Figures 1 and 2 of Appendix A. The remainder of the transmission structures associated with the transmission line upgrade will be direct-bury structures.
All structures will be supported by drilled pier foundations.
The purpose of the investigation by American Geotechnics is to evaluate the in-situ soil parameters and develop recommendations for designing the drilled pier foundations.
2.0 SUBSURFACE EXPLORATION
The subsurface conditions were explored by drilling five test borings (AG-1 through AG-5). The borings were advanced in the vicinity of the planned structures. The locations of the explorations were provided by Idaho Power and some of the locations were adjusted slightly in the field to accommodate drill rig access. Logs of the subsurface conditions were recorded at the time of the field work by an American Geotechnics’ geotechnical engineer and are presented in Appendix B.
The drilling was accomplished using truck-mounted drill rig equipment with hollow-stem augers for soil sampling. Haz-Tech Drilling of Meridian, Idaho provided the drilling service. Standard Penetration Test (SPT) was performed
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 3 American Geotechnics

with an automated hammer to determine relative density or stiffness of soils in accordance with ASTM D1586. The test results, N-values, are shown on the boring logs at the respective testing depths. Soil samples were obtained using a standard split-spoon sampler in general accordance with ASTM D1586. Using ASTM D2488 as a guide, soil samples recovered were identified, described, and classified in the field. Representative soil samples were packaged and transported to the American Geotechnics laboratory for testing.
Monitoring of groundwater fluctuation was beyond the scope of this investigation.
The below table contains a summary of information on borings that were completed for this project.
Summary of Information on Borings
Boring Number Structure Boring Depth
(Ft.)
Depth to Ground
Water (Ft)*
AG-1 Dead End Structure at Huntington Substation 31.5 Water was not encountered
AG-2 Structure #258 near Huntington Substation 36.5 Water was not encountered
AG-3 Structure #279 near Huntington Wind Park Substation 31.5 30.0
AG-4
Structure #399 near Durkee Substation
Dead-end Structure at Durkee Substation
31.5 Water was not encountered
AG-5 Dead-end Structure at Quartz Substation 31.5 12.2
*Measured at time of subsurface exploration. It should be noted that groundwater levels may fluctuate seasonally in response to precipitation, land use, and other factors.
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 4 American Geotechnics

3.0 SUBSURFACE CONDITIONS
From the results of the subsurface exploration, the subsurface conditions at locations of the proposed structures can be described as follows:
3.0.1 Dead-end Structure at Huntington Substation
The materials encountered in Boring AG-1 at the dead-end structure at the existing Huntington Substation generally consisted of the following:
• Loose Silt (ML) was encountered at the ground surface to a depth of about 6 feet below ground surface (BGS). The SPT N-values varied from 6 to 7 blows per foot of penetration (bpf).
• Medium dense Silt (ML) was encountered from depth of 6 to 31.5 feet BGS (bottom of Boring AG-1). The SPT N-values varied from 16 to 35 bpf.
Groundwater was not encountered during the exploration at Boring AG-1 during the investigation in September 2020.
3.0.2 Structure # 258 near Huntington Substation
The materials encountered in Boring AG-2 at Structure #258 generally consisted of the following:
• Loose Elastic Silt (MH) was encountered at the ground surface to a depth of about 15 feet below ground surface (BGS). The SPT N-values varied from 6 to 10 blows per foot of penetration (bpf).
• Medium dense Elastic Silt (MH) was encountered from depth of 15 to 36.5 feet BGS (bottom of Boring AG-2). The SPT N-values varied from 27 to 33 bpf.
Groundwater was not encountered during the exploration at Boring AG-2 during the investigation in September 2020.
3.0.3 Structure # 279 near Huntington Wind Park Substation
The materials encountered in Boring AG-3 at Structure #279 generally consisted of the following:
• Medium dense Sandy Silt (ML) was encountered at the ground surface to a depth of about 14 feet below ground surface (BGS). The SPT N-values varied from 19 to 27 blows per foot of penetration (bpf).
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 5 American Geotechnics

• Dense to very dense Silty Sand with Gravel (SM) was encountered from depth of 14 to 31.5 feet BGS (bottom of Boring AG-3). The SPT N-values varied from 33 to 75 bpf.
Groundwater was encountered during the explorations at depth of 30 feet BGS at Boring AG-3 during the investigation in September 2020.
3.0.4 Dead-end Structure and Structure # 399 at Durkee Substation
The materials encountered in Boring AG-4 at Structure #399 generally consisted of the following:
• Medium dense Silt (ML) was encountered at the ground surface to a depth of about 14.5 feet below ground surface (BGS). The SPT N-values varied from 14 to 23 blows per foot of penetration (bpf). Liquid Limit (LL) was 40, Plastic Index (PI) was 12, and Moisture Content was 18%.
• Medium dense to dense Gravel with Sand (GP) was encountered from depth of 14.5 to 19.5 feet BGS. The SPT N-values varied from 16 to 35 bpf.
• Medium dense to dense Silty Sand (SM) was encountered from depth of 19.5 feet to 31.5 feet BGS (bottom of Boring AG-4). The SPT N-values varied from 20 to 39 bpf.
Groundwater was not encountered during the exploration at Boring AG-4 during the investigation in September 2020.
3.0.5 Dead-end Structure at Quartz Substation
The materials encountered in Boring AG-5 at the dead-end structure at the Quartz Substation generally consisted of the following:
• Loose Silt with Sand (ML) was encountered at the ground surface to a depth of about 15 feet below ground surface (BGS). The SPT N-values varied from 5 to 11 blows per foot of penetration (bpf). Liquid Limit (LL) was 37, Plastic Index (PI) was 12, and Moisture Content was 33%.
• Medium dense Sand with Gravel (SP) was encountered from depth of 15 to 31.5 feet BGS. (bottom of Boring AG-5). The SPT N-values varied from 15 to 25 bpf.
Groundwater was encountered during the explorations at depth of 12.2 feet BGS at Boring AG-5 during the investigation in September 2020.
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 6 American Geotechnics

4.0 DRILLED PIER DESIGN RECOMMENDATIONS
The design parameters recommended below are based on the assumption that the drilled piers will be installed as recommended in this report.
4.0.1 Dead-end Structure at Huntington Substation
The proposed dead-end structure at the Huntington Substation can be founded on drilled piers to resist lateral and vertical forces. The following table presents the recommended geotechnical input parameters for use with MFAD (version 5.1) software.

Dead-End Structure at Huntington Substation (Boring AG-1)
Recommended Input Parameters for MFAD
Parameter Layer 1 Layer 2
Bottom of Layer (ft) 6 31.5
Stratum Description (Soil Classification, ASTM D2488), Consistency
Silt with Sand (ML), loose
Silt with Sand (ML), medium dense
Moist Unit Weight (pcf) 110 120
SPT N-Value 6 18
Friction Angle (deg) 28 32
Undrained Shear Strength Su (psf) N/A N/A
Deformation Modulus, ED (ksi) 0.4 1.0

Recommended soil parameters for determining drilled pier axial resistance are in the below table.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 7 American Geotechnics

Dead-End Structure at Huntington Substation (Boring AG-1)
Recommended Soil Parameters for Drilled Pier Axial Resistance
Soil Type Depth Range
(ft)
Allowable Unit
Skin Friction
(psf)
Allowable Unit End
Bearing (psf)
Silt with Sand (ML), loose 0 to 6* 100(σv)** 2000
Silty with Sand (ML), medium dense 6 to 31.5 150 (σv)** 4000
*Neglect the upper 2 feet of soil for load resistance of drilled pier. **σv is effective overburden stress at mid-depth of drilled pier in the soil stratum

The downward resistance of drilled piers should be the sum of the allowable skin friction and end bearing values. For cast-in-place drilled piers, the allowable uplift resistance of the foundation may be considered as a sum of the foundation dead weight and the applicable skin friction.
The following table presents the recommended design parameters for use with the LPILE program (version 6.0) for lateral load resistance analysis.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 8 American Geotechnics

Dead-End Structure at Huntington Substation (Boring AG-1)
Recommended Input Parameters for LPILE Program
Property Layer 1 Layer 2
Depth of Layer (ft) 6 31.5
Soil Type (Classification-ASTM D2488), Consistency
Silt with Sand (ML), loose
Silty with Sand (ML), medium dense
Effective Unit Weight** (pcf) 110 120
Friction Angle (deg) 28 32
Initial Modulus of Lateral Subgrade Reaction, k (pci)
25 90
*Neglect the upper 2 feet of soil in calculating lateral load resistance of drilled pier. **Groundwater was not encountered to depth of 31.5 feet BGS during the site investigation.

4.0.2 Transmission Line Structure #258 near Huntington Substation
The proposed Structure #258 near Huntington Substation can be founded on drilled piers to resist lateral and vertical forces. The following table presents the recommended geotechnical input parameters for use with MFAD (version 5.1) software.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 9 American Geotechnics

Structure #258 near Huntington Substation (Boring AG-2)
Recommended Input Parameters for MFAD
Parameter Layer 1 Layer 2
Bottom of Layer (ft) 15 36.5
Stratum Description (Soil Classification, ASTM D2488), Consistency
Elastic Silt (MH), loose
Elastic Silt (MH), medium dense
Moist Unit Weight (pcf) 110 120
SPT N-Value 8 30
Friction Angle (deg) 30 34
Undrained Shear Strength Su (psf) N/A N/A
Deformation Modulus, ED (ksi) 0.4 1.0

Recommended soil parameters for determining drilled pier axial resistance are in the below table.

Structure #258 near Huntington Substation (Boring AG-2)
Recommended Soil Parameters for Drilled Pier Axial Resistance
Soil Type Depth Range
(ft)
Allowable Unit
Skin Friction
(psf)
Allowable Unit End
Bearing (psf)
Elastic Silt (MH), loose 0 to 15* 200(σv)** 4000
Elastic Silt (MH), medium dense 15 to 36.5 250 (σv)** 5000
*Neglect the upper 2 feet of soil for load resistance of drilled pier.
**σv is effective overburden stress at mid-depth of drilled pier in the soil stratum
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 10 American Geotechnics

The downward resistance of drilled piers should be the sum of the allowable skin friction and end bearing values. For cast-in-place drilled piers, the allowable uplift resistance of the foundation may be considered as a sum of the foundation dead weight and the applicable skin friction.
The following table presents the recommended design parameters for use with the LPILE program (version 6.0) for lateral load resistance analysis.

Structure #258 near Huntington Substation (Boring AG-2)
Recommended Input Parameters for LPILE Program
Property Layer 1 Layer 2
Depth of Layer (ft) 0-15* 15-36.5
Soil Type (Classification-ASTM D2488), Consistency
Elastic Silt (MH), loose Elastic Silt (MH), medium dense
Effective Unit Weight** (pcf) 110 120
Friction Angle (deg) 30 34
Initial Modulus of Lateral Subgrade Reaction, k (pci)
25 90
*Neglect the upper 2 feet of soil in calculating lateral load resistance of drilled pier. **Groundwater was not encountered to depth of 36.5 feet BGS during the site investigation.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 11 American Geotechnics

4.0.3 Transmission Line Structure #279 near Huntington Wind Park
Substation
The proposed Structure #279 near Huntington Wind Park Substation can be founded on drilled piers to resist lateral and vertical forces. The following table presents the recommended geotechnical input parameters for use with MFAD (version 5.1) software.

Structure #279 near Huntington Wind Park Substation
(Boring AG-3)
Recommended Input Parameters for MFAD
Parameter Layer 1 Layer 3
Bottom of Layer (ft) 14 31.5
Stratum Description (Soil Classification, ASTM D2488)
Sandy Silt (ML), medium dense
Silty Sand with Gravel (SM), dense to dense
Moist Unit Weight (pcf) 120 125
SPT N-Value 22 55
Friction Angle (deg) 32 34
Undrained Shear Strength (psf) N/A N/A
Deformation Modulus, ED (ksi) 1.2 3.0

Recommended soil parameters for determining drilled pier axial resistance are in the below table.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 12 American Geotechnics

Structure #279 near Huntington Wind Park Substation (Boring AG-3)
Recommended Soil Parameters for Drilled Pier Axial Resistance
Soil Type Depth Range
(ft)
Allowable Unit
Skin Friction
(psf)
Allowable Unit End
Bearing (psf)
Sandy Silt (ML), medium dense 0 to 14* 150(σv)** 3000
Silty Sand with Gravel (SM), dense to dense 14 to 31.5 250 (σv)** 10000
*Neglect the upper 2 feet of soil for load resistance of drilled pier.
**σv is effective overburden stress at mid-depth of drilled pier in the soil stratum

The downward resistance of drilled piers should be the sum of the allowable skin friction and end bearing values. For cast-in-place drilled piers, the allowable uplift resistance of the foundation may be considered as a sum of the foundation dead weight and the applicable skin friction.
The following table presents the recommended design parameters for use with the LPILE program (version 6.0) for lateral load resistance analysis.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 13 American Geotechnics

Structure #279 near Huntington Wind Park Substation
(Boring AG-3)
Recommended Input Parameters for LPILE Program
Property Layer 1 Layer 2
Depth of Layer (ft) 0-14* 14-31.5
Soil Type (Classification-ASTM D2488), Consistency
Sand Silt (ML), medium dense
Silty Sand with Gravel (SM), dense to very dense
Effective Unit Weight** (pcf) 120 125
Friction Angle (deg) 32 34
Initial Modulus of Lateral Subgrade Reaction, k (pci)
90 225
*Neglect the upper 2 feet of soil in calculating lateral load resistance of drilled pier. **Groundwater was encountered at a depth of about 30.0 feet BGS during the site investigation.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 14 American Geotechnics

4.0.4 Dead-end Structure and Structure #399 at Durkee Substation
The proposed dead-end structure at the proposed Durkee Substation can be founded on drilled piers to resist lateral and vertical forces. The following table presents the recommended geotechnical input parameters for use with MFAD (version 5.1) software.

Dead-End Structure and Structure #399 at Durkee Substation (Boring AG-4)
Recommended Input Parameters for MFAD
Parameter Layer 1 Layer 2 Layer 3
Bottom of Layer (ft) 14.5 19.5 31.5
Stratum Description (Soil Classification, ASTM D2488), Consistency
Silt (ML), medium dense
Gravel with sand (GP), medium dense to dense
Silty Sand (SM), medium dense to dense
Moist Unit Weight (pcf) 115 120 125
SPT N-Value 18 23 32
Friction Angle (deg) 32 33 34
Undrained Shear Strength (psf) N/A N/A N/A
Deformation Modulus, ED (ksi) 1.0 1.5 2.0

Recommended soil parameters for determining drilled pier axial resistance are in the below table.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 15 American Geotechnics

Dead-End Structure and Structure #399 at Durkee Substation (Boring AG-4)
Recommended Soil Parameters for Drilled Pier Axial Resistance
Soil Type Depth Range
(ft)
Allowable Unit
Skin Friction
(psf)
Allowable Unit End
Bearing (psf)
Silt (ML), medium dense 0 to 14.5* 200(σv)** 4000
Gavel with Sand (GP), medium dense to dense 14.5 to 19.5 250 (σv)** 5000
Silty Sand (SM), medium dense to dense 19.5 to 31.5 300 (σv)** 7000
*Neglect the upper 2 feet of soil for load resistance of drilled pier.
**σv is effective overburden stress at mid-depth of drilled pier in the soil stratum

The downward resistance of drilled piers should be the sum of the allowable skin friction and end bearing values. For cast-in-place drilled piers, the allowable uplift resistance of the foundation may be considered as a sum of the foundation dead weight and the applicable skin friction.
The following table presents the recommended design parameters for use with the LPILE program (version 6.0) for lateral load resistance analysis.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 16 American Geotechnics

Dead-End Structure and Structure #399 at Durkee Substation (Boring AG-4)
Recommended Input Parameters for LPILE Program
Property Layer 1 Layer 2 Layer 3
Depth of Layer (ft) 14.5 19.5 31.5
Soil Type (Classification-ASTM D2488), Consistency
Silt (MH), medium dense
Gravel with Sand (GP), medium dense to dense
Silty Sand (SM), medium dense to dense
Effective Unit Weight** (pcf) 115 120 125
Friction Angle (deg) 32 33 34
Initial Modulus of Lateral Subgrade Reaction, k (pci)
90 150 150
*Neglect the upper 2 feet of soil in calculating lateral load resistance of drilled pier. **Groundwater was not encountered to depth of 31.5 feet BGS during the site investigation.

4.0.5 Dead-end Structure at Quartz Substation
The proposed dead-end structure at the existing Quartz Substation can be founded on drilled piers to resist lateral and vertical forces. The following table presents the recommended geotechnical input parameters for use with MFAD (version 5.1) software.

Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 17 American Geotechnics

Dead-End Structure at Quartz Substation (Boring AG-5)
Recommended Input Parameters for MFAD
Parameter Layer 1 Layer 2
Bottom of Layer (ft) 15 31.5
Stratum Description (Soil Classification, ASTM D2488), Consistency
Silt with Sand (ML), loose
Sand with Gravel (SP), medium dense
Moist Unit Weight (pcf) 110 120
SPT N-Value 7 20
Friction Angle (deg) 30 32
Undrained Shear Strength (psf) N/A N/A
Deformation Modulus, ED (ksi) 0.5 1.0

Recommended soil parameters for determining drilled pier axial resistance are in the below table.

Dead-End Structure at Quartz Substation (Boring AG-5)
Recommended Soil Parameters for Drilled Pier Axial Resistance
Soil Type Depth Range
(ft)
Allowable Unit
Skin Friction
(psf)
Allowable Unit End
Bearing (psf)
Silt with Sand (ML), loose 0 to 15* 100(σv)** 2000
Gavel with Sand (GP), medium dense*** 15 to 31.5 200(σv)** 4000
*Neglect the upper 2 feet of soil for load resistance of drilled pier.
**σv is effective overburden stress at mid-depth of drilled pier in the soil stratum. ***Ground water at depth of about 12 feet BGS on September 30, 2020.
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 18 American Geotechnics

The downward resistance of drilled piers should be the sum of the allowable skin friction and end bearing values. For cast-in-place drilled piers, the allowable uplift resistance of the foundation may be considered as a sum of the foundation dead weight and the applicable skin friction.
The following table presents the recommended design parameters for use with the LPILE program (version 6.0) for lateral load resistance analysis.

Dead-End Structure at Quartz Substation (Boring AG-5)
Recommended Soil Parameters for LPILE Program
Property Layer 1 Layer 2
Depth of Layer (ft) 15 31.5
Soil Type (Classification-ASTM D2488), Consistency
Silt with Sand (ML), loose
Gravel with Sand (GP), medium dense
Effective Unit Weight** (pcf) 110 120
Friction Angle (deg) 30 32
Initial Modulus of Lateral Subgrade Reaction, k (pci)
25 90
*Neglect the upper 2 feet of soil for load resistance of drilled pier **Ground water existed at depth of about 12 feet BGS at time of investigation.
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 19 American Geotechnics

5.0 DRILLED PIER FOUNDATION CONSTRUCTION
RECOMMENDATIONS
The design parameters are based upon the assumption that the pier excavation will be advanced with conventional flight-auger equipment. Open pit excavation should not be allowed during the pier installations, otherwise the pier design parameters provided herein may not be applicable.
In American Geotechnics’ opinion, the subsurface conditions at the project site are marginal for open hole drilling. It is anticipated that raveling and sloughing of the excavation will likely occur during and following drilling. It is recommended that temporary casing be available on site to stabilize the pier excavation during drilling and concreting. The casing may be withdrawn during the concreting process. However, the surface of the plastic concrete must remain at least 5 feet above the bottom of the casing during casing removal.
The contractor should be responsible for selecting the means and methods for advancing the pier excavation. However, excavation methods that result in displacement of soil beyond the pier perimeter or sloughing of sidewall materials should not be permitted.
Bottom heave was observed during the drilling at depth of about 15 feet below the ground surface at Boring AG-5. In light of this, bottom heave is expected at this boring location at depth of about 15 feet BGS during excavation for drilled pier. Drilling fluid (e.g. bentonite slurry or water) may be required to counter heave. If drilling fluid is used or groundwater encountered, tremie placement of pumped concrete is necessary. When placing pumped concrete using a tremie, it is essential that the tremie be placed at the bottom of the excavation and a head of concrete of about 8 feet be continuously maintained over the tremie end. Concrete should not be allowed to flow through the drilling fluid. The excavation bottom should not be disturbed during introduction of drilling fluid. All loose material and sediment should be removed from the bottom of the excavation.
The geotechnical engineer should be on site during shaft excavation to evaluate construction method procedures and confirm that significant sloughing, caving, or other sidewall disturbance does not occur. In the event that such disturbance occurs, excavation activities must cease until the drilling methods are modified to provide sufficient lateral confinement.
Foundation Design Report Line 423, Huntington to Quartz October 26, 2020
Page 20 American Geotechnics

6.0 CLOSURE
We appreciate the opportunity to provide you with these engineering services and look forward to working with you on future projects. If you have any questions or need additional information, please contact our office.

Foundation Design Report Line 423, Huntington to Quartz
American Geotechnics

Appendix A
Vicinity Map
Exploration Location Map
Site Photographs

Vicinity Map
Line 423 Huntington to Quartz
Baker County, Oregon
Figure 1
File No.
03311 October 1, 2020
American Geotechnics
HUNTINGTON
SUBSTATION
STATE HIGHWAY 86
US 26
I-84
STATE HIGHWAY 245
HUNTINGTON WIND
PARK SUBSTATION
DURKEE
SUBSTATION
QUARTZ
SUBSTATION
HUNTINGTON
SUBSTATION
SEE SHEET 2)
HUNTINGTON WIND
PARK SUBSTATION
(SEE SHEET 2)
I-84
EXIT 345
I-84
EXIT-327
DURKEE SUBSTATION
(SEE SHEET 3)
QUARTZ
SUBSTATION
(SEE SHEET 3)
M
T
a
m
i
m
10
/
2
/
2
0
2
0

1
0
:
4
8

A
M
03
3
1
1

B
o
r
i
n
g

L
o
c
a
t
i
o
n

M
a
p
_
P
R
E
P

1
0
-
1
-
2
0
.
d
w
g
American Geotechnics
A M E R I C A N
T E C H N I C S
Sheet of 31
0
1200
1800
300
600
SCALE IN FEET
Exploration Location Map
Line 423 Huntington to Quartz
Baker County, Oregon
October 2, 2020File No.
03311
I-84 EXIT-345
AG-2
AG-1 AG-3
M
T
a
m
i
m
10
/
2
/
2
0
2
0

1
0
:
4
8

A
M
03
3
1
1

B
o
r
i
n
g

L
o
c
a
t
i
o
n

M
a
p
_
P
R
E
P

1
0
-
1
-
2
0
.
d
w
g
American Geotechnics
A M E R I C A N
T E C H N I C S
Sheet of 32Exploration Location Map
Line 423 Huntington to Quartz
Baker County, Oregon
October 2, 2020File No.
03311
0
150
225
32.5
75
SCALE IN FEET
0
150
225
32.5
75
SCALE IN FEET
0
600
900
150
300
SCALE IN FEET
0
600
900
150
300
SCALE IN FEET
BORING LOCATION
LEGEND
AG-4
APPROXIMATE PROPOSED STRUCTURE LOCATION
HUNTINGTON SUBSTATION SITE HUNTINGTON WIND PARK SUBSTATION SITE
I-84
EXIT-327
AG-4
AG-5
M
T
a
m
i
m
10
/
2
/
2
0
2
0

1
0
:
4
8

A
M
03
3
1
1

B
o
r
i
n
g

L
o
c
a
t
i
o
n

M
a
p
_
P
R
E
P

1
0
-
1
-
2
0
.
d
w
g
American Geotechnics
A M E R I C A N
T E C H N I C S
Sheet of 32Exploration Location Map
Line 423 Huntington to Quartz
Baker County, Oregon
October 2, 2020File No.
03311
BORING LOCATION
LEGEND
AG-4
0
150
225
32.5
75
SCALE IN FEET
0
150
225
32.5
75
SCALE IN FEET
0
600
900
150
300
SCALE IN FEET
0
600
900
150
300
SCALE IN FEET
APPROXIMATE PROPOSED STRUCTURE LOCATION
DURKEE SUBSTATION SITE QUARTZ SUBSTATION SITE
Site Photographs
Line 423 Huntington to Quartz
03311

American Geotechnics Page 1 of 3

Photo 1: Looking north at the Huntington Substation site during drilling of AG-1.

Photo 2: Looking northeast at the Structure #258 site near Huntington Substation
during drilling of AG-2.

Site Photographs
Line 423 Huntington to Quartz
03311

American Geotechnics Page 2 of 3

Photo 3: Looking southeast at the Huntington Wind Park Substation site during
drilling of AG-3.

Photo 4: Looking northwest at the Durkee Substation Site during following drilling
of boring AG-4.

Site Photographs
Line 423 Huntington to Quartz
03311

American Geotechnics Page 3 of 3

Photo 5: Looking south at the Quartz Substation site during drilling of boring AG-5.

Foundation Design Report Line 423, Huntington to Quartz
American Geotechnics

Appendix B
Logs of Exploration
Laboratory Test Reports

CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Huntington
Substation (Dead End
Structure)
Borehole remained open to
about 24' after pulling
augers.
Topsoil-
Silt with Sand (ML)- (NATIVE)
81% fines;
18% fine to medium sand;
1% gravel;
brown.
as above, except light cementation.
Bottom of Boring at 31.5 ft on 9/29/2020.
67
61
83
100
100
100
100
100
100
100
3-3-4
3-3-3
5-7-9
4-5-7
4-4-7
4-4-6
3-6-10
5-7-14
6-11-14
7-14-18
30NPNV
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
SS-8
SS-9
SS-10
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon
Groundwater not encountered on 9/29/2020
BORING NO. AG-1
LATITUDE: 44.34674°
LONGITUDE: -117.26295°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/29/2020
LOGGED BY: Ryan VanLeuven, PE
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-1
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Structure
#258.
Boring located on access
road, about 20' S and 5'
higher in elevation that
planned structure location
due to drill rig access.
Borehole remained open to
about 23' after pulling
augers.
Elastic Silt (MH)- (NATIVE)
92% fines;
8% fine to medium sand;
brown.
Bottom of Boring at 36.5 ft on 9/29/2020.
78
89
94
89
94
94
100
100
100
100
111
5-5-4
4-5-5
3-3-3
3-3-4
2-2-4
8-13-20
6-12-15
10-14-18
10-12-15
8-14-15
10-13-15
353069
SS-11
SS-12
SS-13
SS-14
SS-15
SS-16
SS-17
SS-18
SS-19
SS-20
SS-21
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon
Groundwater not encountered on 9/29/2020
BORING NO. AG-2
LATITUDE: 44.34599°
LONGITUDE: -117.26266°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/29/2020
LOGGED BY: Ryan VanLeuven, PE
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-2
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
35
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Structure
#279
Some intermittent auger
grinding from 14' to 31.5'.
Borehole remained open to
about 14' after pulling
augers.
Sandy Silt (ML)- (NATIVE)
About 60% non-plastic fines; about 40% fine to medium sand; dry;
brown; light cementation.
Silty Sand with Gravel (SM)-
47% fine to coarse, angular to subangular sand;
31% fines;
22% moderately hard, angular to subangular gravel to 1";
orangish brown; light to moderate cementation.
Possible Highly Weathered Rock.
as above, except wet.
Bottom of Boring at 31.5 ft on 9/29/2020.
67
72
83
78
94
100
100
100
100
100
6-9-10
8-11-12
8-8-12
8-12-15
8-15-18
19-26-40
14-21-33
16-32-43
9-17-23
8-25-36
22
SS-22
SS-23
SS-24
SS-25
SS-26
SS-27
SS-28
SS-29
SS-30
SS-31
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon BORING NO. AG-3
LATITUDE: 44.37686°
LONGITUDE: -117.3093°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/29/2020
LOGGED BY: Ryan VanLeuven, PE
AT TIME OF DRILLING 30.0 ft. bgs. 9/29/2020.
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-3
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Durkee
Substation (Dead End
Structure)
Auger grinding from 15' to
19.5'.
Borehole remained open to
about 12.5' after pulling
augers.
Silt (ML)- (NATIVE)
trace of gravel from 5' to 6.5'.
88% fines;
12% fine to medium fines;
brown; light cementation.
Poorly Graded Gravel with Sand (GP)-
About 60% moderately hard, subrounded to rounded gravel to 1";
about 35% fine to coarse, subrounded to rounded sand; about 5%
non-plastic fines; dry; brown.
Silty Sand (SM)-
About 75% fine to medium sand; about 25% non-plastic fines; dry;
brown.
Bottom of Boring at 31.5 ft on 9/30/2020.
89
83
83
89
94
78
83
100
94
100
9-10-10
8-10-13
12-9-9
5-5-5
9-9-10
5-7-9
14-17-18
5-9-11
10-15-18
9-17-22
181240
SS-32
SS-33
SS-34
SS-35
SS-36
SS-37
SS-38
SS-39
SS-40
SS-41
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon
Groundwater not encountered on 9/30/2020
BORING NO. AG-4
LATITUDE: 44.58691°
LONGITUDE: -117.45901°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/30/2020
LOGGED BY: Ryan VanLeuven, PE
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-4
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Quartzite
Substation (Dead End
Structure)
SS-45; pocket penetrometer
= 0 to 1 tsf.
Driller begins adding water
at 15' to control heave.
Borehole remained open to
about 12' after pulling
augers.
Silt with Sand (ML)- (NATIVE)
80% fines;
18% fine to medium sand;
2% gravel;
brown.
as above, except wet.
Poorly Graded Sand with Gravel (SP)-
About 55% fine to coarse, subrounded to rounded sand; about 35%
moderately hard, subrounded to rounded gravel to 3/4"; about 5%
non-plastic fines; wet; brown to gray.
as above, except gradually transitioning to silty sand.
Bottom of Boring at 31.5 ft on 9/30/2020.
67
100
67
78
89
67
56
67
61
94
2-2-3
6-6-6
4-3-4
2-2-3
2-2-3
4-6-8
7-7-4
6-12-12
13-13-12
7-7-8
331237
SS-42
SS-43
SS-44
SS-45
SS-46
SS-47
SS-48
SS-49
SS-50
SS-51
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon BORING NO. AG-5
LATITUDE: 44.71802°
LONGITUDE: -117.77524°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/30/2020
LOGGED BY: Ryan VanLeuven, PE
AT TIME OF DRILLING 12.2 ft. bgs. 9/30/2020.
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-5
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
20-0718 AG-1 SS-4 10.0'-11.5' 30.3 80.6 NV NP ML
--
20-0719 AG-2 SS-17 17.5'-19.0' 34.7 91.7 69 30 MH
--
20-0720 AG-3 SS-28&29 17.5'-21.5' 22.4 30.6 -- -- SM
--
20-0721 AG-4 SS-36 12.5'-14.0' 18.3 88.2 40 12 ML
--
20-0722 AG-5 SS-45 10.0'-11.5' 33.3 79.8 37 12 ML
--
Prepared By:__________________
SUMMARY OF LABORATORY RESULTS
RemarksLab
Number Borehole
Date Sampled: 9/29 through 9/30/2020
Sampled By: American Geotechnics
Date Received: 10/1/2020
Date Tested: 10/8 through 10/10/2020
Report to: Idaho Power
Project: Line #423 Huntington to Quartz
Report Date: 10/11/2020
File No.: 03311
Water
Content
(%)
% Passing
#200
Sieve
Liquid
Limit
(%)
Plasticity
Index
Soil
Type
Travis Thomsen
Sample
Type
Depth
(ft)
American Geotechnics
Material Information
Project Information
American Geotechnics
0
10
20
30
40
50
60
0 20 40 60 80 100
ML
SS-4
SS-17
SS-36
SS-45
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PL
A
S
T
I
C
I
T
Y

I
N
D
E
X
CL
MH
CH
Travis Thomsen
LL
NV
69
40
37
NV
39
28
25
PL
NP
30
12
12
PI Fines
81
92
88
80
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SILT with SAND (ML)
ELASTIC SILT (MH)
SILT (ML)
SILT with SAND (ML)
Classification
30.3
34.7
18.3
33.3
--
--
--
--
--
--
--
--
--
--
--
--
--
--
CL-ML
Specimen Identification
LIQUID LIMIT (%)
Prepared By:__________________
MC
10.0
17.5
12.5
10.0
AG-1
AG-2
AG-4
AG-5
ATTERBERG LIMITS REPORT

American Geotechnics
PROJECT LOCATION:Baker County, Oregon
PROJECT NAME:Line #423 Huntington to QuartzCLIENT:Idaho Power
FILE NUMBER:03311
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
Travis Thomsen
Cc CuD15%Sand%Gravel
1006 10 501/2
HYDROMETER
AG-1
AG-2
AG-3
AG-4
PE
R
C
E
N
T

F
I
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Legend
!!!!!Transmission
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"/Pad Location
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Private
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0 1,000 2,000 3,000 4,000 5,000500
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\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 8 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
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Legend
!!!!!Transmission
Structures
"/Pad Location
Pulling - Tensioning Site
Project Area
Private
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0 1,000 2,000 3,000 4,000 5,000500
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\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 7 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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& CATTLE,
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STATE
OF (DOT)
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CATTLE, LLC
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LINDA J
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& JERI L
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RANCH
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LLC
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STATE OF
(DOT)
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USA
BLM
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LOREN A
LOVEJOY,
LOREN A
WICK LAND
& CATTLE,
LLC
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CATTLE, LLC
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CATTLE, LLC
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CATTLE, LLC
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LLC
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LLC
HAMMOND-PEDRO,
LLC
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LLC
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LLC
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LLC
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LLC
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LLC
OREGON,
STATE OF
OREGON,
STATE OFSCHAFFELD,
STEVEN W
& JERI L
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STEVEN W
& JERI L
WICK LAND &
CATTLE, LLC
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JULIA
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BIGGERSTAFF,
JULIA
DOMAN,
LINDA J
LANGLEY,
JUDITH
S ETAL
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RANCHES,
LLC
N
Legend
!!!!!Transmission
Structures
"/Pad Location
Pulling - Tensioning Site
Project Area
Private
BLM

0 1,000 2,000 3,000 4,000 5,000500
Feet
\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 6 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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O L D O R E G O N H W Y
S H I R T T A I L C R E E K R D
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STATE OF
(HWY)
ZIKMUND,
WILLIAM J
TTEE ETAL
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WILLIAM J
TTEE ETAL
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OVER 7 INC
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N
Legend
!!!!!Transmission
Structures
"/Pad Location
Pulling - Tensioning Site
Project Area
Private
BLM

0 1,000 2,000 3,000 4,000 5,000500
Feet
\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 5 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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"/
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412
413
414
415
416
417
418
419
421
422
423
424
425
426
427
428
429
TROY, HELEN
M TTEE
FLACK
DURKEE LP
M R KING
RANCHES INC
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FLACK
DURKEE LP
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ASH GROVE
CEMENT CO
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ELWOOD
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ALFORD,
JOSEPH E
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BONNIE S
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BLM
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JARED L
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THOMAS H
WRIGHT,
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A & VERLEE I
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LEVI A
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THOMAS H
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CHARLES H
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CHARLES L
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CHARLES L
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KING, GARY G
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WICKETT,
WAYNE &
ROBERTA
BLUDWORTH,
THOMAS H
& MARIA NFORTIN, MIKE
E & CINDY C
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E & CINDY C
FORTIN,
MIKE E &
CINDY C
CARLILE,
GLORIA J
CARLILE,
GLORIA J
TOLL, DENNIS
SCOTT
& J T
N
Legend
!!!!!Transmission
Structures
"/Pad Location
Pulling - Tensioning Site
Project Area
Private
BLM

0 1,000 2,000 3,000 4,000 5,000500
Feet
\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 4 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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Legend
!!!!!Transmission
Structures
"/Pad Location
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\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
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Date: 6/7/2022
Panel 3 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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OREGON,STATE OF(DOT)
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N
Legend
!!!!!Transmission
Structures
"/Pad Location
Pulling - Tensioning Site
Project Area
Private
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\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 2 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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N
Legend
!!!!!Transmission
Structures
"/Pad Location
Pulling - Tensioning Site
Project Area
Private
BLM

0 1,000 2,000 3,000 4,000 5,000500
Feet
\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 1 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community
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Panel 8 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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Date: 6/7/2022
Panel 7 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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Date: 6/7/2022
Panel 6 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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Panel 5 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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Panel 4 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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Panel 3 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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0 1,000 2,000 3,000 4,000 5,000500
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\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 2 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed
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Legend
!!!!!Transmission
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0 1,000 2,000 3,000 4,000 5,000500
Feet
\\fresno\Enviro_GIS\Terrestrial\ServiceTerritory\Transmission\Line423\MapBook423_rev12142020.mxd
Line
Date: 6/7/2022
Panel 1 of 8
423
Huntington – Quartz Transmission Line RebuildRoad Work Category
A - No work proposed
B - Remove rocks
D - Regrade, repair including ground disturbance
E - Grade new road
G - Overland travel Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed

7(&+1,&$/63(&,),&$7,216
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For information regarding
this document, contact:
„ IPCO Contract Administrator 208-388-XXXX
„Tom Barber- IPCO Project Manager 208-388-5667
„Daron Beesley- IPCO Project Engineer 208-388-6178

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01(8
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www.AFLglobal.com or 800-890-8878
1
© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation Instructions
WI-0298 Rev 1
Installation Instructions
AFL Optical Ground Wire (OPGW)
(Stainless Steel Tube and Aluminum Pipe
Cable Designs)
NOTE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND/OR SPECIFICATIONS ARE
THE PROPERTY OF AFL TELECOMMUNICATIONS LLC, ARE ISSUED IN STRICT CONFIDENCE, AND SHALL NOT BE
REPRODUCED OR COPIED OR USED AS THE BASIS FOR MANUFACTURE OR SALE OF PRODUCT WITHOUT PERMISSION.
CERTAIN INFORMATION SUCH AS THE DATA, OPINIONS OR RECOMMENDATIONS SET FORTH HEREIN OR GIVEN BY
AFL REPRESENTATIVES, IS INTENDED AS A GENERAL GUIDE ONLY. EACH INSTALLATION OF OVERHEAD ELECTRICAL
CONDUCTOR, UNDERGROUND ELECTRICAL CONDUCTOR, AND/OR CONDUCTOR ACCESSORIES INVOLVES SPECIAL
CONDITIONS CREATING PROBLEMS THAT REQUIRE INDIVIDUAL SOLUTIONS AND, THEREFORE, THE RECIPIENT OF
THIS INFORMATION HAS THE SOLE RESPONSIBILITY IN CONNECTION WITH THE USE OF THE INFORMATION. AFL
DOES NOT ASSUME ANY LIABILITY IN CONNECTION WITH SUCH INFORMATION.
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation Instructions
WI-0298 Rev 1
TABLE OF CONTENTS
CONTENTS PAGE NO.
General Information 3
Precautions 3
Cable Installation 3
Stringing Procedures 4
Sagging Methods 7
Dead Ending and Clipping In 8
Splice Points 10
Anchoring the Optical Units in the Splice Enclosure 11
Reference A 12
Ratio of Sheave Diameter/Cable Diameter Chart 14
Anti-Rotational Device Examples 15, 16
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
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Installation Instructions
WI-0298 Rev 1
1.0 General Information
Composite Optical Ground Wire (OPGW) was developed to provide a large capacity telecommunications system utilizing overhead power
transmission lines. Serving the additional purpose of an overhead ground wire, the OPGW is constructed of aluminum clad steel strands
and aluminum alloy strands stranded with stainless steel tubes or surrounding a fiber unit (core) which contains optical fibers. OPGW can
be installed using the basic stringing methods currently employed for overhead ground wires, with minor variations.
This document outlines basic installation methods applicable for existing and newly constructed transmission lines. The installer should be
thoroughly familiar with the installation of conventional overhead ground wire and conductors. Additional information can be obtained
from the latest revision of IEEE Guide to Installation of Overhead Transmission Line Conductors, IEEE Std 524.
2.0 Precautions
Care must be taken to avoid damaging the OPGW during handling and stringing operations. Avoid sharp bends to the cable and take
precautions to prevent crushing the OPGW during placement. The transmission quality of the optical fibers can potentially be degraded
if the OPGW is subjected to excessive pulling tensions or excessively small bend diameters.
Always observe the recommended values for Maximum Stringing Tensions and Minimum Bend Radius. More information about these
values is contained on the following pages.
OPGW is normally supplied on non-returnable wooden reels. The cable is packaged with a flex wrap or wooden lagging to provide
additional protection during transportation. If the cable is not to be installed for a period of over four months from the delivery date, it
is recommended that the cable be requested and shipped on steel reels rather than wood reels. Please contact AFL for more details or to
request shipment on steel reels.
OPGW cable reels should always be transported and handled in an upright position. Never lay a reel of cable on its side. It is recommended
that each reel of OPGW be tested prior to and after installation to ensure that fiber damage has not occurred during shipping and/or stringing
operations. All cable protective packaging (wood lagging or flex wrap) must remain in place on all reels until placed on a pay-out rack and
the rack is in position for cable stringing.
Above all, be familiar with and observe all of your company’s safety rules when working with overhead transmission lines. These
installation recommendations should not supersede any established safety practices.
3.0 Cable Installation
Reel Preparation Prior to Beginning a Pull
AFL ships the cable reels with the inner tail securely connected to the outside of the reel flange. This connection should be loosened, but
not removed, prior to stringing. This allows the inner layers of cable to adjust themselves to the varying tensions seen during installation.
As the cable makes these adjustments, the inner tail may lengthen, or “grow,” requiring periodic attention to ensure that the cable
continues to be in a state where it can “grow” out.
The wooden reel will have through bolts connecting the two flanges. During shipment, these bolts can loosen. Prior to stringing, the bolts
should be tightened to help prevent any issues while paying off the cable.
AFL recommends using the controlled tension stringing method of installation. Ordinary stringing equipment can be utilized as if installing
standard overhead ground wire provided all of the minimum block sizes and other requirements of these instructions are followed.
Suitable equipment includes pullers, tensioners, reel winders, and stringing blocks.
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Installation Instructions
WI-0298 Rev 1
Figure 1 illustrates a typical stringing setup.
Table 1—Temperature Ranges
Storage -50°C to +85°C (-58°F to +185°F)
Installation -30°C to +85°C (-22°F to +185°F)
Operation -40°C to +85°C (-40°F to +185°F)
There is one primary difference between installing OPGW and conventional overhead ground wires. Standard ground wires are typically
spliced using compression type connectors and locations of the splices are relatively flexible. The splice locations of the OPGW cable must
be planned to allow for splicing of the optical fibers. The reel lengths will be engineered to locate the cable splices at predetermined
towers on each end of a stringing section.
After installing dead ends, the free ends of the OPGW are trained down the towers to the an additional 75 feet (23 meters) to accommodate
the splicing. After stringing, this cable length is typically coiled and temporarily stored at the tower until the splicing occurs.
The OPGW will also use special attachment hardware, including dead ends, suspension clamps, and wire fittings such as grounding
clamps. The hardware is designed to provide the necessary holding strengths and prevent deformation of the fiber unit which could
potentially damage the optical fibers.
PAYOUT
REEL
TENSIONER
15’300’
100’
OPGW CABLE
ANTI-ROTATIONAL
DEVICE
STRINGING BLOCK
100’
PULLING
LINE
PULLING
MACHINE
300’DISTANCE TO STRINGING EQUIPMENT FROM
TOWER IS THREE TIMES BLOCK HEIGHT
Figure 1—Typical Stringing Setup
4.0 Stringing Procedures
Stranded wire pulling lines are generally used, although nylon ropes have also been employed. In either case, the line must be rated
strong enough to withstand the required stringing tensions. The pulling line should have the same direction lay as the OPGW to help
resist the tendency to rotate under stringing load.
If an existing overhead ground wire is to be removed, it can potentially be used as a pulling line for the OPGW. A visual inspection
should be made of the existing ground wire to be sure it is in suitable condition. If there is any concern about the existing wire’s ability
to withstand the stringing tensions, it should be pulled out and replaced with a pulling line.
It is recommended to use a bull-wheel type tensioner with round (not “V” type) polyurethane lined contact grooves. The tensioner should
have two bull-wheels, each with multiple grooves to minimize cable damage. The tensioner should be capable of maintaining the required
tensions at various pulling speeds. Positive braking systems are necessary for pullers and tensioners to maintain the tension when pulling
is stopped. Minimum diameter of the bull wheels should not be less that 70 x D (diameter of the OPGW). For cable diameters greater
than 0.787” (20 mm), please contact AFL.
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
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Installation Instructions
WI-0298 Rev 1
The OPGW must be reeved (threaded) through the bull-wheel tensioner properly. Left hand lay
OPGW (typical USA) is reeved from right to left, as shown in Figure 2. Right hand lay OPGW
(typical International), is reeved from left to right. A thorough explanation of the reeving
process can be found in the latest revision of IEEE Std 524. This arrangement is necessary to
avoid any tendency to loosen the outer layer of strands and to avoid induced torque during
installation.
The reel shall be placed directly in line with the tensioner. The distance from the reel to the
tensioner should be at least 25 feet (7.5 meters). The OPGW shall not be permitted to scrape the
reel flanges while being pulled.
The OPGW cable reels are not designed to withstand the braking forces present during
stringing. Direct tensioning of the OPGW from the cable reel is not recommended. Back
tension on the reel should only be enough to keep the cable properly seated in the tensioner
grooves and to prevent overshooting and bird-caging.
Two basic types of pulling machines are recommended for tension stringing. These are either
drum type or bull wheel type pullers. Positive braking systems are required in either case. On a drum type puller, the pulling line is taken
up directly onto the drum. On the bull wheel type, the line is threaded onto two bull wheels, much like the tensioner, and onto a self
winding drum.
Stringing blocks, sometimes called travelers or sheaves, are mounted on the structure at the OPGW attaching point in the normal manner.
Please refer to Reference A, OPGW Diameters and Bending Radius, for information on blocks diameters.
The stringing blocks should have neoprene lined grooves. The linings should be in good condition and adhering to the block. Minor rough
areas can be sanded out to ensure the lining is smooth.
“Radius Blocks,” “Banana Blocks” or “Array Travelers” as shown below in Figures 3A-C are strictly prohibited during the installation of
OPGW. The decreased surface area in contact with the OPGW is sufficient to damage the OPGW at typical stringing tensions.
Figure 2—Reeving direction for
Left Hand Lay OPGW cable,
typical in North America.
A
Figures 3A-C—These types of array installation blocks should NOT be used to string OPGW.
B C
Uplift rollers (which attach to the installation sheave wheel) or hold-down blocks (which are separate blocks) need to be placed where
uplift of the pulling line is likely to occur (due to its higher tension/weight ratio than the conductor). This will typically occur going up
inclines or at a low point in a section. These devices should also have a break away feature in the event of fouling or incorrect installation.
The size of the uplift rollers should follow the same guidelines as the installation sheaves shown in Reference A.
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Installation Instructions
WI-0298 Rev 1
The tensioner and puller should be positioned for a 3:1 ratio to the stringing block on the first structure adjacent to the equipment.
See Figure 1. The tensioner should be placed in line with the first two structures (or first span) of the pull. Likewise, the puller should be
placed in line with the last two structures (or last span) of the pull. Doing so minimizes the line angle change seen by the cable during the
installation process.
This minimum stringing block diameter and distance to the tensioner (3:1) are recommended to help prevent deformation of the fiber
unit (aluminum pipe, stainless steel tube or slotted core), which protect the optical fibers in the OPGW.
The use of an Anti-Rotational Device (see sample drawings on pages
15 and 16) depends largely upon the construction of the optical ground
wire. Such a device is used to prevent the OPGW from twisting while
being pulled. Variations of these devices have been successfully used.
Please consult AFL for any inquiries regarding a particular form of anti-
rotation device.
For cables with helically stranded stainless steel tubes, an anti-
rotational device may or may not be required. To confirm whether one
is needed for your particular application, contact AFL. When in doubt,
the conservative approach is to conduct the installation with the use of
an anti-rotational device. For cables constructed with an un-stranded
stainless steel tube in the center of the cable or single layer cables, an
anti-rotational device is always a requirement. (See Appendix 2
on page 15 and Appendix 3 on page 16.)
If the anti-rotational device is not preventing the cable rotation or if the anti-rotational device is wrapping around the OPGW, a stiffer or
heavier device is required. The weight and length of the ARD will depend upon the construction of the optical ground wire.
The anti-rotational device attaches to the OPGW with a Kellum type grip. The grip must be appropriately sized for the OPGW diameter
and pulling tensions.
Normally, the OPGW should be kept under constant stringing tension during the stringing process to keep the
line clear of both the ground and other obstacles that could cause damage to the cable.
Do not cut the OPGW with ratchet cutters or other types of tools that could crush or crimp the optical core.
The use of a hacksaw will ensure the fiber optic units are free to move within the pipe. During stringing, the
optical fiber core (design dependent) may pull back into the cable, requiring a few feet to be cut away upon
splicing on the leading end to expose the optical core.
It is important to monitor the tensions and ensure that excessive tension is not applied as the OPGW passes
from the reel to the tensioner.
Table 2 on the following page show the recommended values for safe OPGW installation.
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation Instructions
WI-0298 Rev 1
5.0 Sagging Methods
The methods and procedures for sagging the OPGW are the same as those for normal overhead ground wires. For determining sags, the
installer should use the sag-tension design information provided by the utility or AFL. Sagging and tensioning should be conducted from
dead end to dead end. Care should be taken to avoid sagging the cable around angles greater than 30 degrees.
A temporary grip is installed on the OPGW for tensioning. The grip must be designed to aluminum pipe. AFL can provide a come-along,
sometimes called a pocketbook grip, that can be attached anywhere along the length of an OPGW. Figure 4 illustrates a satisfactory
come-along design.
Table 2—Recommended Values for Safe OPGW Installation
PARAMETER VALUE
Minimum Bull Wheel Diameter
70 x OPGW diameter
For larger diameter OPGW cables where 70 x OD exceeds 60" (~1.5 m), a 60" (~1.5 m) bull wheel may be used.
Please consult AFL in such cases.
Recommended Block Diameter for
first and last structure
40 x D
Smaller diameters can be used at tangent structures. See Reference A.
Minimum Cable Bend Radius During Installation (Dynamic): 20 x OPGW diameter
After Installation (Static): 15 x OPGW diameter
Maximum Stringing Tension
20% of the Rated Breaking Strength of OPGW
The stringing tension is always measured at the tensioner side. In general, the maximum stringing tension should be
a half of the maximum sagging tension and never should exceed 20% RBS of the OPGW.
Pulling Speed 60 meters (195 feet) per minute OR 3.6 km (2.2 miles ) per hour
Minimum Distance from Puller and
Tensioner to the Stringing Block 3:1 Ratio
Total Number of Spans in Each
Stringing Section
Typically 20 to 30*
* The maximum number of spans is included as a reference only; since this will vary considerably due to differences
in terrain, span lengths, line angles, etc.
Figure 4—Come-along (Pocketbook Grip)
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
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Installation Instructions
WI-0298 Rev 1
Some types of gripping devices that might induce crushing damage to the OPGW such as Chicago grip or Kito grip are strictly prohibited
to use for OPGW, as shown in Figures 5A and B.
Certain types of formed guy grips can also be used successfully, but their use in stringing applications should be checked with the grip’s
manufacturer.
6.0 Dead Ending and Clipping In
Dead Ends are installed on OPGW spans that terminate at splicing towers or ends of the system. Dead Ends are also used at angle
structures when the angles are too great to use suspension clamps. Suspension clamps are normally used at the remaining towers. These
types of hardware (dead end and single suspension) are illustrated in Figures 6 and 7.
In general, the rule for hardware use is the following:
•Single Suspension to be used at structures with line angles between 0 and 30 degrees.
•Double Suspension to be used at structures with line angles between 30 and 60 degrees.
•Double Dead End to be used at structures with line angles over 60 degrees.
Dead ends can be used starting from line angles of 30 degrees in lieu of double suspensions.
In order to diminish the probability of motion-induced damages and creep rate change, AFL recommends that tensioning and anchoring
of the OPGW to the structure and removal of the stringing blocks be completed no later than 48 hours after pulling in the cable.
Figures 5A and 5B—Types of prohibited grips used to tension OPGW.
Chicago grip (prohibited)Kito Grip (prohibited)
Figure 6—OPGW Dead end (Bolted Type)Figure 7—OPGW Suspension Unit
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
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Installation Instructions
WI-0298 Rev 1
OPGW is installed using stringing blocks. If left in the stringing
blocks for extended periods of time, the potential for motion induced
damage (aeolian vibration) increases. Also, the creep of the cable is
affected due to the change in the initial condition on the cable. In
order to diminish the probability of motion induced damages and
creep rate change, AFL recommends that tensioning and anchoring
of the OPGW to the structure and removal of the stringing blocks be
completed no later than 48 hours after pulling in the cable.
There are several ways to lift the OPGW from the stringing blocks
in order to install the hardware. A come-along is attached on both
sides of the block and a coffin hoist is placed over the tower arm. The
hooks of the coffin hoist are attached to the come-along and jacked
up to form a small loop in the OPGW. The block can then be removed
and the armor rods can be placed on the OPGW then attached to the
structure. Alternately, certain types of preformed wire grips can be
used instead of come-along. The preformed grip can be used once as
a come-along and then used permanently in the next span.
If vibration dampers are required for this span, these should be placed
on the OPGW immediately after clipping in. Dampers may not be
required at every structure; their locations will be specified by the
utility or AFL. A drawing of an AFL Stockbridge damper is shown in
Figure 8.
Figure 8—Stockbridge Damper
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
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Installation Instructions
WI-0298 Rev 1
7.0 Splice Points
Splice points will be located at the beginning and end of each OPGW reel. After completion of sagging and clipping, the surplus OPGW
should be coiled and attached temporarily to the tower. Coils should be approximately 3.5 to 5 feet (1 to 1.5 meters) in diameter. The
coils should be fixed on the tower to prevent any damage to the OPGW prior to splicing.
The exposed ends of the OPGW should be re-sealed to prevent moisture from entering the fiber units. The cable reel may be supplied with
a pair of plastic caps for sealing the cable ends. Electrical tape, RTV silicone, or other means can also be used for this purpose.
The OPGW will be trained down the tower and to the ground for splicing. Do not cut off any excess length of the OPGW at this time.
To facilitate splicing, the OPGW should extend a minimum of 75 feet (23 meters) beyond the bottom of the tower. The length of OPGW
running down the tower should be attached to the structure using appropriate guide clamps, spaced every 6 to 8 feet (1.8 to 2.4 meters)
of running length. Several types of guide clamps are illustrated in Figure 9.
Figure 9—OPGW Guide Clamps and Bonding Clamps
Tower Bonding ClampTower Guide Clamp
The splice enclosure will typically be installed on the structure between 15 and 20 feet (4.5 to 6 meters) above the ground. In most cases,
it will be desirable to store extra cable on the tower. This will allow the splice box to be removed and lowered to the ground if it is ever
necessary. This can be accomplished with a simple loop of OPGW below the splice box or by permanently storing a coil of OPGW higher
on the tower.
www.AFLglobal.com or 800-890-8878
11
© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation Instructions
WI-0298 Rev 1
8.0 Anchoring the Optical Units in the Splice Enclosure
The following is an example of anchoring the optical units when installing AFL Loose Tube OPGW (Aluminum pipe designs) in an AFL
SB01-72 Splice Enclosure (See Figure 10).
• Once the pipe is removed, the fiber core should be cut to length and the binders removed.
• Unwind the optical units and set aside the aramid yarn in the center of the unit.
• Wind the optical units back into their original position and use electrical tape every 15 inches to secure the units. Leave the end of the
units free of tape so that the units can be prepped for splicing.
• Remove any excess aramid yarn, leaving at least 14-18 inches to tie off into the box.
• Secure the yarn to the eye bolt in the enclosure. (See Figure 10)
• Tape the units (duct tape is recommended) to the top outside radius of the box (See Figure 10). This will help support the units and
prevent damage of the units at the bushing.
• Tighten the retaining nut of the connector kit so that the bushing is sealed around the pipe.
• Repeat the previous steps for the remaining OPGW cable(s).
A similar procedure is available for AFL Tight Structure, HexaCore and CentraCore OPGW and AFL Opti-Guard Splice Enclosure.
** Ensuring that the optical core is “tied off” within the chosen splice enclosure (whether AFL splice enclosures or not) is a must. If not,
the optical core may work its way back into the cable over time, damaging the splice box contents and potentially affecting the optical
continuity. **
30 ft. (to free end
of cable)
Route Optical Units
Behind Yarn
Entry Bushing Seals
Around the Pipe
Tie Off Yarn
Duct Tape
Remove Binder Tape at
this point
Figure 10—Anchoring the Optical Units in the AFL SB01 Splice Enclosure
NOTE: There should be 30 ft of optical unit (s) prepped for each individual OPGW cable
that is to be inserted into the Splice Box. The 30 ft of optical unit (s) is divided two sections:
1: 20 ft from box to ground, and
2: 10 ft for storing and splicing. Should the Splice Box be mounted at a different height,
then adjust the amount of OPGW cable to be prepped, stored and spliced.
www.AFLglobal.com or 800-890-8878
12
© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation Instructions
WI-0298 Rev 1
Table 3—Recommended Values for Stringing and Handling OPGW
PARAMETER VALUE
Maximum OPGW Stringing Tension 20% (at tensioner) of the rated breaking strength
Minimum Bull Wheel Diameter for
Tensioners
70 x OD of OPGW
For larger diameter OPGW cables where 70 x OD exceeds 60" (~1.5 m), a 60” (~1.5 m) bull wheel may be used.
Please consult AFL in such cases.
Stringing Sheave (Root) Diameter
40 x OD of OPGW
Based on a sheave through angle of 45° and maximum stringing tension (at tensioner) of 20% of the rated strength
of the OPGW.
NOTE: Refer to Table 4 for additional information on minimum diameters of the stringing blocks for other conditions.
Minimum Cable Bending Radius
After Installation (Static): 15 x OD of OPGW
During Installation (Dynamic): 20 x OD of OPGW
NOTE: Based on actual OPGW size, etc., care must be taken when bending the OPGW to avoid kinking the strands
and damaging the optical fibers contained within the central pipe.
Minimum Permanent Bending
Radius
OPGW: 15 x OD of OPGW
Stainless Steel Tube: 45 x OD of stainless steel tube
Plastic Buffer Tubes: 3 in. (8 cm)
Optical Fibers: 1.5 in. (3.8 cm)
Swinging Angle of Stringing Block
Shall be controlled corresponding to the swinging angle of the OPGW stringing plane to help prevent the cable from
riding out of the traveler or excessive twisting during installation.
The cable should travel through the lowest part of the groove.
At angle structures, this is done by tying a support rope to the sheave to keep it suspended as shown in Figure 11.
REFERENCE A
Stringing and Handling OPGW Diameters and Bending Radius
The following guides apply to AFL OPGW Cable.
Figure 11—Tying a support rope to the sheave keeps it suspended to the stringing block.
www.AFLglobal.com or 800-890-8878
13
© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation Instructions
WI-0298 Rev 1
Table 4—Sheave Sizes for Different Stringing Angles
STRINGING OR LINE ANGLE SHEAVE SIZE (x OPGW OD)
Bull Wheel Diameter 70x
First and Last Structures 40x
Tangent Structures
Θ < 20° Stringing Angle 30x
20° < Θ < 45° Stringing Angle 40x
45° < Θ < 60° Stringing Angle 50x
60° < Θ < 90° Stringing Angle 60x
90° < Θ Stringing Angle No Go
The following are minimum diameters of stringing blocks at:
Sheave Size Recommendations
The following sheave diameters are recommended for their respective stringing angles in Table 4. These sizes are considered satisfactory
if the pulling line slope is at least three horizontal to one vertical from the traveler to the site and the stringing tension does not exceed
20% of the OPGW’s rated breaking strength.
Tower
Stringing Block
OPGW
Stringing Plane
b
e/2 e/2
Figure 12—Stringing angles and sheave size diagram
14
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-XQH


IDAHO POWER COMPANY


+XQWLQJWRQWR4XDUW]N9/LQH
Construction Drawings
Construction Season 2022
Issued for Bid



















PROJECT NUMBER:
159942

PROJECT CONTACT:
Jake Thomas
EMAIL:
[e-mail]
PHONE:
208-288-6535




POWER ENGINEERS, INC.
%2,7+5(9$











Construction Drawings
Construction Season 2022

PREPARED FOR: IDAHO POWER COMPANY
PREPARED BY: JAKE THOMAS
208-288-6535
[e-mail]
REVISION HISTORY
DATE REVISED BY REVISION
06/25/21 Jake Thomas IFB


SE
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'6'5
'567
23A-73929-700 STRINGING DRAWINGS
WIRE ATTACHMENTS23A-73929-800
23A-73929-010 STRUCTURE CROSSING PERMITS
23A-73929-580
23A-73929-590
23A-73929-600 LOAD & DESIGN DRAWINGS
6/26/2021
ISSUED FOR BID
W.O. 27520569
IPC/PEI
12/18/2020
ISSUED FOR 60%
REVIEW
W.O. 27520569
IPC/PEI
23A-73929-570 BRACE & CROSSARM DRAWINGS
23A-73929-510 OHGW DRAWINGS
23A-73929-520 OPGW DRAWINGS
23A-73929-530 CONDUCTOR DRAWINGS
23A-73929-540 DISTRIBUTION DRAWINGS
23A-73929-550 COMMUNICATION DRAWINGS
23A-73929-210 PLAN AND PROFILE
23A-73929-300 BILL OF MATERIAL
23A-73929-560 GUY & ANCHOR DRAWINGS
23A-73929-400 FOUNDATIONS
23A-73929-500 ASSEMBLY DRAWINGS
DRAWING SERIES GENERIC DESCRIPTION OF DRAWING SERIES
23A-73929-000 GENERAL PROJECT INFO
23A-73929-110 CONSTRUCTION STAKING
23A-73929-120 STRUCTURE LIST
23A-73929-200 SITE MAP

23A-73929-900 STRUCTURE REMOVAL
REVISIONS
12/20/2019
ISSUED FOR REVIEW
W.O.
IPC/PEI

+817,1*72148$57=
9$
8
/
7





$














.9/,1(
7$%/(2)&217(176
&216758&7,216($621
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6+7
GROUNDING DRAWINGS
MISCELLANEOUS DRAWINGS
,hEd/E'dKEͲYhZdϭϯϴ<ǀ
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2/5/2021
ISSUED FOR 60%
UPDATE
W.O. 27520569
IPC/PEI
SE
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0
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CR
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S
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280+00
7.8
47.246.445.0
770+00
780+00
770+00 770+00 770+00 770+00 770+00 770+00 770+00 770+00 770+00+00 770+00 770+0000 0+00 770+0 770+0 770++770+0+770++0+70+70+70+0++00070707000077777777777777
780+00 780+00 780+000 780+00 780+00 780+00 780+00 780+0+++80++780+++0+++80+00008887000000
7.8
47.246.445.0
840+00
850+00
7.8
47.246.445.0
1210+00
1220+00
7.8
47.246.445.0
770+00
780+00
770+00 770+00 770+00 770+00 770+00 770+00 770+00 770+00 770+00+00 770+00 770+0000 0+00 770+0 770+0 770++770+0+770++0+70+70+70+0++00070707000077777777777777
780+00 780+00 780+000 780+00 780+00 780+00 780+00 780+0+++80++780+++0+++80+00008887000000
7.8
47.246.445.0
860+00
870+00
7.8
47.246.445.0
1200+00
1210+00
7.8
47.246.445.0
SE
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269 HF-TAN C/L Hub 9041752.285 268630.446 2337.878
269 HF-TAN Back Ref Stake C/L Hub 9041758.58 268622.676 2337.162
269 HF-TAN Ahead Ref Stake C/L Hub 9041745.991 268638.216 2337.609
269 HF-TAN Left Ref Stake LP 9041722.565 268606.368 2337.878 B
269 HF-TAN LP 9041745.875 268625.253 2337.878
269 HF-TAN Right Ref Stake RP 9041782.006 268654.524 2337.878
269 HF-TAN RP 9041758.696 268635.64 2337.878
270 3PLA Left Ref Stake C/L Hub 9041196.573 269269.155 2377.017
270 3PLA Right Ref Stake C/L Hub 9041247.821 269300.359 2378.187 C
270 3PLA C/L Hub 9041222.197 269284.757 2377.44
270 3PLA Back Ref Stake C/L Hub 9041227.398 269276.216 2376.824
270 3PLA Ahead Ref Stake C/L Hub 9041216.996 269293.298 2377.832
270 3PLA Left Ref Stake Structure Hub 9041196.573 269269.155 2377.017
270 3PLA Right Ref Stake Structure Hub 9041247.821 269300.359 2378.187
270 3PLA Structure Hub 9041222.197 269284.757 2377.44
270 3PLA Back Ref Stake Structure Hub 9041227.398 269276.216 2376.824
DS. CN
DR. ST
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
12/18/2020
ISSUED FOR 60%
REVIEW
W.O. 27520569
IPC/PEI
00
HF-TAN-060-080 8
0
W.O. 00
00 IPC/PEI
00
00
00
00
00
00
8
00
00
REVISIONS
110.002 06
REF.(S) X
HUNTINGTON-QUARTZ
VA
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138kV LINE #423
CONSTRUCTION
2022 STAKING
SCALE: N/A DATE: 12/13/2019
SHT. 02
12/13/2019
ISSUED FOR REVIEW
0
MOD. EMB.
0
PROVIDED AS A SAMPLE ONLY.
ELECTRONIC COPY WILL BE PROVIDED AT IFC.
Y
NORTHING
(FT)
X
EASTING (FT)REV NO. STR NO. STR. TYPE STAKE DESCRIPTION
0
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DS
.

J
T
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.

S
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PR
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NO
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S
:
1.

D
A
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L
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S
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A
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M
A
R
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L
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A
N
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S
P
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C
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C
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2
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2
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(
2
5
6
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ST
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A
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50
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.

E
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(
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CATID NO. QTY UNIT
3PDE-0_055M 2 Each A
3PDE-0_065M 2 Each
3PDE-0_065 1 Each
3PDE-0_070M 3 Each
3PDE-0_075M 3 Each
3PDE-0_075 4 Each B
3PDE-0_080M 1 Each
3PDE-0_080 1 Each
3PDE-0_085 5 Each
3PDE-0_090 3 Each
3PDE-0_095M 1 Each
3PDE-0_095 7 Each
3PDE-0_100 1 Each
3PDE-0_110 1 Each
3PDE-0_120 1 Each
3PDE-60_050M 2 Each
3PDE-60_055M 5 Each
3PDE-60_060M 3 Each
3PDE-60_060 1 Each
3PDE-60_065M 1 Each
3PDE-60_065 4 Each
3PDE-60_070M 2 Each
3PDE-60_070 5 Each
3PDE-60_075M 2 Each
3PDE-60_075 9 Each
3PDE-60_080 2 Each
3PDE-60_085M 1 Each
3PDE-60_085 3 Each
3PDE-60_090 3 Each
3PDE-60_095 4 Each
3PDE-60_105 1 Each
3PLA-060M 1 Each
3PLA-065 2 Each
3PLA-070M 1 Each
3PLA-070 1 Each
3PLA-075 1 Each
3PMA-055M 1 Each
3PMA-065M 1 Each
3PMA-070M 1 Each
3PMA-070 1 Each
3PMA-075 2 Each
DS. JT
DR. ST
IPC/PEI
6/26/2021
ISSUED FOR BID
W.O. 27520569
IPC/PEI
1
REVISIONS
5/26/2021
ISSUED FOR REVIEW
W.O. 27520569
Steel Pole property: 3PDE-0_080M
Steel Pole property: 3PDE-0_080
300.001 06
REF. (S) x
HUNTINGTON-QUARTZ
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
3
0
0
138KV LINE #423
BILL OF MATERIAL- CU CODES
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
Steel Pole property: 3PDE-0_100
Steel Pole property: 3PDE-0_110
Steel Pole property: 3PDE-0_095M
Steel Pole property: 3PDE-0_095
Steel Pole property: 3PDE-60_075
Steel Pole property: 3PDE-60_080
Steel Pole property: 3PDE-60_070
Steel Pole property: 3PDE-60_075M
Steel Pole property: 3PDE-60_065
Steel Pole property: 3PDE-60_070M
Steel Pole property: 3PDE-60_105
Steel Pole property: 3PLA-060M
Steel Pole property: 3PDE-60_090
Steel Pole property: 3PDE-60_095
Steel Pole property: 3PDE-60_085M
Steel Pole property: 3PLA-065
Steel Pole property: 3PDE-0_085
Steel Pole property: 3PDE-0_090
Steel Pole property: 3PDE-60_060
Steel Pole property: 3PDE-60_065M
Steel Pole property: 3PDE-60_055M
Steel Pole property: 3PDE-60_060M
Steel Pole property: 3PDE-0_120
Steel Pole property: 3PDE-60_050M
Steel Pole property: 3PLA-070M
Steel Pole property: 3PDE-60_085
DESCRIPTION
Steel Pole property: 3PMA-075
Steel Pole property: 3PDE-0_055M
Steel Pole property: 3PDE-0_065M
Steel Pole property: 3PDE-0_065
Steel Pole property: 3PDE-0_070M
Steel Pole property: 3PDE-0_075M
Steel Pole property: 3PDE-0_075
Steel Pole property: 3PMA-070
Steel Pole property: 3PMA-070M
Steel Pole property: 3PMA-055M
Steel Pole property: 3PMA-065M
Steel Pole property: 3PLA-070
Steel Pole property: 3PLA-075
CATID NO. QTY UNIT
3PMA-085 3 Each A
DC-DE-75 1 Each
DC-DE-80 1 Each
HF-DE-055 6 Each
HF-DE-060 3 Each
HF-DE-065 2 Each B
HF-DE-070 5 Each
HF-DE-075 2 Each
HF-DE-080 2 Each
HF-SWITCH-080 2 Each
HF-TAN-050 2 Each
HF-TAN-055 12 Each
HF-TAN-060 28 Each
HF-TAN-065 11 Each
HF-TAN-070 11 Each
HF-TAN-075 4 Each
HF-TAN-080 3 Each
HF-TAN-085 1 Each
HF-TAN-095 4 Each
HF-TAN-100 1 Each
HF-TAN-105 1 Each
HF-TAN-L-050 1 Each
HF-TAN-L-055 7 Each
HF-TAN-L-060 6 Each
HF-TAN-L-065 8 Each
HF-TAN-L-070 1 Each
HF-TAN-L-075 4 Each
HF-TAN-L-080 6 Each
HF-TAN-L-085 2 Each
HF-TAN-L-090 3 Each
HF-TAN-L-095 2 Each
HF-TAN-L-100 1 Each
HF-TAN-L-105 3 Each
TAN36 248 Each
TCLV58 348 Each
TCLVYB 126 Each
TCS3 63 Each
TCS715A 321 Each
TCS5484 67 Each
TD715C 27 Each
TD5484B 87 Each
DS. JT
DR. ST
DESCRIPTION REVISIONS
Steel Pole property: 3PMA-085 5/26/2021
Steel Pole property: DC-DE-75 ISSUED FOR REVIEW
Steel Pole property: DC-DST-DE-80
Steel Pole property: HF-DE-055 W.O. 27520569
Steel Pole property: HF-DE-060 IPC/PEI
Steel Pole property: HF-DE-065 6/26/2021
Steel Pole property: HF-DE-070 ISSUED FOR BID
Steel Pole property: HF-DE-075
Steel Pole property: HF-TAN-080
Steel Pole property: HF-DE-080 W.O. 27520569
Steel Pole property: HF-SWITCH-080 IPC/PEI
Steel Pole property: HF-TAN-050
Steel Pole property: HF-TAN-055
Steel Pole property: HF-TAN-060
Steel Pole property: HF-TAN-065
Steel Pole property: HF-TAN-070
Steel Pole property: HF-TAN-075
Steel Pole property: HF-TAN-L-085
Steel Pole property: HF-TAN-085
Steel Pole property: HF-TAN-095
Steel Pole property: HF-TAN-100
Steel Pole property: HF-TAN-105
Steel Pole property: HF-TAN-L-050
Steel Pole property: HF-TAN-L-055
Steel Pole property: HF-TAN-L-060
Steel Pole property: HF-TAN-L-065
Steel Pole property: HF-TAN-L-070
Steel Pole property: HF-TAN-L-075
Steel Pole property: HF-TAN-L-080
CU: 45871-1, 56234-1, 45872-1, DEADEND, BOLTED, 8-BOLT PATTERN, F/DNO-5484 OPGW, **ENGR MUST VERIF
Steel Pole property: HF-TAN-L-090
Steel Pole property: HF-TAN-L-095
Steel Pole property: HF-TAN-L-100
Steel Pole property: HF-TAN-L-105
CU: 38631-1, 38635-1, ANCHOR, DISK, 36" CORROSION RESISTANT, 1/2" THICKNESS F/USE W/1-1/4" R
CU: 4838, SHACKLE, ANCHOR, HOT DIPPED GALV STL 5/8" BOLT NUT & S.S. COTTER KEY
CU: 4816, CLEVIS, BALL, Y GALV 3/4" BOLT, NUT & S.S. COTTER KEY 30000 LB ULT STR
CU: 4115, CLAMP, SUSPENSION, FERROUS, .3"-.7", HOT DIPPED GALV DUCTILE IRON BOD
CU: 4108, CLAMP, SUSPENSION, ALUM, 1.25-1.82", W/SOCKET EYE CONNECTOR & S.S.
CU: 45873-1, 56234-1, 56248-1, CLAMP, SUSPENSION, CLAMP, SUSPENSION,W/ARMOR ROD, F/OPGW DIA
CU: 4184-1, 4838-1, 40077-1, DEADEND, COMPRESSION, ALUM, F/715.5 24/7 STILT, W/VERT EYE 15 DEG
1 300.002 06
REF. (S) x
HUNTINGTON-QUARTZ
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
3
0
0
138KV LINE #423
BILL OF MATERIAL- CU CODES
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
CATID NO. QTY UNIT
TDG12DISC36 465 Each A
TDG12L 9 Each
TDSTILTIMP 246 Each
TDSWDE38C 9 Each
TGS72 474 Each
TI10BS40K 3204 Each B
TI138BLPF 6 Each
TI138HPS 84 Each
TI138S 222 Each
TI230S40K 6 Each
TOPGWSPL24 10 Each
TR38 118 Each
TR715 580 (ft)
TR5484 152 (ft)
TRD715 312 Each
TSWDE38IMP 83 Each
TSWHAPE 4 Each
OPGW-1 1 Each
OPGW-2 1 Each
OPGW-3 1 Each
OPGW-4 1 Each
3-8 EHS-P1A 1 Each
3-8 EHS-P1 1 Each
3-8 EHS-P2 1 Each
3-8 EHS-P3 1 Each
3-8 EHS-P4 1 Each
3-8 EHS-P5 1 Each
OPGW-5 1 Each
STILT-P1A 1 Each
STILT-P1B 1 Each
STILT-P1 1 Each
STILT-P2 1 Each
STILT-P3 1 Each
STILT-P4 1 Each
STILT-P5 1 Each
DS. JT
DR. ST 1 300.002 06
REF. (S) x
HUNTINGTON-QUARTZ
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
3
0
0
138KV LINE #423
BILL OF MATERIAL- CU CODES
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
STILT P1A 3X1500' (256-258)
STILT P1 6X9500 (STR 258-279)
STILT P2 6X10900 (STR 279-307)
STILT P3 6X10300 (STR 307-332)
STILT P4 6X9900 (STR 332-352)
STILT P5 3X11000 (STR 352-363)
STILT P1A 3X1000' (HNTNG-258 & 279-HNTNG WND)
OPGW REEL#1-20200' (STR 258-279) & TO HUNTNG-SUB
OPGW REEL#2-21700' (STR 279-307)
OPGW REEL#3-20600' (STR 307-332)
OPGW REEL#4-19700' (STR 332-352)
3-8 EHS P1A 2000' (HNTNG-258 & 279-HNTNG WND)
3-8 EHS P1 18600 (STR 258-279)
3-8 EHS P2 21500 (STR 279-307)
3-8 EHS P3 20300 (STR 307-332)
3-8 EHS P4 19400 (STR 332-352)
3-8 EHS P5 10900 (STR 352-363)
OPGW REEL#5-18600' (STR 352-363 & 391-400)
CU: 4115-2, 4816-2,4856-2,13605-1, RUNNING ANGLE YOKE PLATE W/ CLAMP, SUSPENSION, FERROUS, .3"-.7", HOT DIPPED GALV DUCTILE IRON BOD
CU: 4786, INSULATOR, SUSPENSION, POLYMER 138KV STEEL TOWER 10000 LB LOAD WY W.O. 27520569
CU: 4794, INSULATOR 230KV POLYMER SUSP/DE 20/40 K FOR STEEL INSULATOR IPC/PEI
CU: 40886-1, 46111-1, 47389-1, 41758-1, 41753-1, 41759-1, BRACKET, CABLE, EXTERNAL COIL BRACKET, F/STORING EXTRA LENGTH OF
CU: 39205, SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, CL-A
CU: 3459, CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC
CU: 45870, WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED
CU: 4210, ARMOR ROD FOR 715 ACSR OD 1.671" ROD, ARMOR, ALUM, BLUE, F/715 24/7 & 795 45/7 ACSR CND, STILT/TERN, 12
CU: 43359, SHIELD WIRE DEADEND 3/8 EHS IMPLOSIVE
CU: 4779, INSULATOR, SUSPENSION, PORCELAIN 10" BALL & SCKT 5-3/4" SPACING 40000 6/26/2021
CU: 54349-1, 5119-1, 5181-1, 5342-1, 5251-1 ASSEMBLY, LINE POST, 138KV,BRACED LINE POST ASSEMBLY, W/ FLAT BASE ISSUED FOR BID
CU: 4745-1, 5119-1, 5181-4, 5342-4, 5351-4, INSULATOR, LINE POST, POLYMER HORIZONTAL 138KV, FLAT BASE , 1050 LBS
CU: 47859-1, 45846-1, 4838-1, DEADEND, IMPLOSIVE, DE, F/ 715 STILT 24/7, W/4H NEMA PAD
CU: 48602-1, 38642-1, DEADEND, COMPRESSION, QUICK-COMPRESS F/ 3/8"EHS W/ NO TONGUE W.O. 27520569
CU: 4727-1, 5320-1, 5361-1, INSULATOR, GUY STRAIN, 7' HD FBGL 30000 LB MIN BRKG STR 78"X3/4"IPC/PEI
DESCRIPTION REVISIONS
CU: 47954-1, 3670-1, 5320-1, 47954-1, 5325-1, GRIP, GUY, AUTO F/1/2" EHS GUY TO FIT ON 36" DISK ANCHORS W/ LARGE HEA 5/26/2021
CU: 5314-1, 3670-1, 5320-1, 5325-1, 4061-1, GRIP, GUY, AUTO F/1/2" EHS GUY STR EXTRA LONG BAIL F/MULTIPLE GUYS ISSUED FOR REVIEW
CATID NO. QTY UNIT
1701-2 37 Each A
1706AA-9 126 Each
1706AA-15 36 Each
3459-1000x3 3000 (ft)
3459-1500x3 4500 (ft)
3459-9500x6 57000 (ft)B
3459-9900x6 59400 (ft)
3459-10300x6 61800 (ft)
3459-10900x6 654000 (ft)
3459-11000x3 33000 (ft)
3657 25 (ft)
3671 47900 (ft)
3852 117 Each
3853 978 Each
3876 3 Each
4060 82 Each
4090 489 Each
4108 321 Each
4115 71 Each
4184 27 Each
4210 312 Each
4305 30 Each
4312 15 Each
4727 474 Each
4745 84 Each
4779 3204 Each
4786 222 Each
4794 6 Each
4816 126 Each
4819 294 Each
4831 436 Each
4838 621 Each
4841 15 Each
4844 273 Each
4845 48 Each
4846 126 Each
4856 138 Each
5034 489 Each
5105 2 Each
5115 2 Each
5119 360 Each
#REF!
#REF!
SOCKET, CLEVIS, 50,000 LB ULT 7/8" PIN F/HOT LINE ANSI 52-8" & 11" CLASS
INSULATOR 230KV POLYMER SUSP/DE 20/40 K FOR STEEL INSULATOR
DESCRIPTION
BOLT, MACHINE, 3/4" X 3", GALV W/SQ HEAD & ONE SQ NUT MACHINE BOLT
DAMPER, STOCKBRIDGE, 3/8" EHS 7-STRAND
DAMPER, STOCKBRIDGE, ACSR 715
DAMPER, STOCKBRIDGE, ACSR 715,ON ARMOR ROD
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 1000' REEL X 3
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 1500' REEL X 3
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 9500' REEL X 6
BOLT, GALVANIZED, MACHINE, 5/8 INCH X 26 INCH WITH SQUARE HEAD AND ONE SQUARE NUT
BOLT, GALVANIZED, MACHINE, 5/8 INCH X 6 INCH WITH SQUARE HEAD AND ONE SQUARE NUT
CONNECTOR, SOCKET EYE, 3/4" EYE WIDTH, 11/16" EYE DIA, 5/8" BOLT S.S.,
ROD, GROUND, 5/8" X 8', CU BONDED, MEETING ANSI C-33.8-1972
CLEVIS, GALV, THIMBLE, W/BOLT NUT &SS COTTER KEY 0.88" GROOVE MIN
EYE, BALL, OVAL, GALV, 1" X 2", OVAL EYE OPENING
SOCKET, CLEVIS, 30,000 LB ULT 5/8" PIN F/ANSI 52-3" & 5" CLASS 4-1/2" LONG
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 10900' REEL X 6
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 11000' REEL X 3
CLAMP, SUSPENSION, FERROUS, .3"-.7", HOT DIPPED GALV DUCTILE IRON BOD
DEADEND, COMPRESSION, ALUM, F/715.5 24/7 STILT, W/VERT EYE 15 DEG
CLAMP, GROUND ROD, U-BOLT BRONZE F/5/8" ROD & WIRE RANGE #4 SOLID T
CLAMP, SUSPENSION, ALUM, 1.25-1.82", W/SOCKET EYE CONNECTOR & S.S.
CONNECTOR, TAP, TLS LUG #2 SOLID TO 350 STR CONDUCTOR TIN PLATED
CLAMP, PG, ALUM, 1-BOLT #6-2/0 MANLINE, #6-2/0 TAP
SHT.
CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO 1/0 STR BRONZE
CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO 4/0 STR BRONZE
CONDUCTOR, CU, CW #6 SOLID BARE DEAD SOFT ANNEALED 40% CONDUCTIV
GUY WIRE, GALV, EHS, 1/2", 7-STRAND, CL-A
INSULATOR, LINE POST, POLYMER HORIZONTAL 138KV, FLAT BASE , 1050 LBS
INSULATOR, SUSPENSION, PORCELAIN 10" BALL & SCKT 5-3/4" SPACING 40000
SPLICE, FULL TENSION,CONDUCTOR, ACSR 715.5 24/7
INSULATOR, GUY STRAIN, 7' HD FBGL 30000 LB MIN BRKG STR 78"X3/4"
ARMOR ROD FOR 715 ACSR OD 1.671" ROD, ARMOR, ALUM, BLUE, F/715 24/7 & 795 45/7 ACSR CND, STILT/TERN, 12
SPLICE, FULL TENSION, SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND
SHACKLE, ANCHOR, HOT DIPPED GALV STL 3/4" BOLT NUT & S.S. COTTER KEY 2-3/4" D 1-1/16" OP, 40,000 ULT
SHACKLE, ANCHOR, HOT DIPPED GALV STL 5/8" BOLT NUT & S.S. COTTER KEY
CLEVIS, BALL, Y GALV 3/4" BOLT, NUT & S.S. COTTER KEY 30000 LB ULT STR
CLEVIS, BALL. Y GALV 7/8" BOLT, NUT &: S.S. COTTER KEY 50000 LB ULT STR, ANSI 52-8
INSULATOR, SUSPENSION, POLYMER 138KV STEEL TOWER 10000 LB LOAD WY
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
IPC/PEI
1
REVISIONS
5/26/2021
ISSUED FOR REVIEW
W.O. 27520569
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 9900' REEL X 6
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 10300' REEL X 6
301.001 06
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2
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138KV LINE #423
IPC/PEI
6/25/2021
ISSUED FOR BID
W.O. 27520569
CATID NO. QTY UNIT
5142 2 Each A
5143 2 Each
5180 4 Each
5181 360 Each
5182 4 Each
5279 2 Each B
5314 217 Each
5320 560 Each
5325 474 Each
5341 4 Each
5342 360 Each
5343 4 Each
5350 6 Each
5351 360 0
5352 4 Each
5361 38 Each
5377 1 Each
5794 10 Each
13605 233 Each
16688 20 Each
16690 20 Each
16693 20 Each
16751 5 Each
22147 2 Each
22150 4 Each
24678 21 Each
24679 21 Each
24680 63 Each
24682 85 Each
24683 20 Each
24684 22 Each
24687 24 Each
24688 20 Each
24689 21 Each
24690 21 Each
28809 6185 (ft)
38251O-3/8 15 Each
38251O-DNO5484 19 Each
38251W-3/8 13 Each
38251W-DNO5484 6 Each
38251Y-3/8 5 Each
#REF!
#REF!1 301.002 06
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138KV LINE #423
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
36" MARKER BALL, YELLOW, 3/8 EHS (0.36")
#4 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#5 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#6 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#7 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#8 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#9 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61' COIL P/MATL 6-2
36" MARKER BALL, ORANGE, 3/8 EHS (0.36")
36" MARKER BALL, ORANGE, DNO5484 (0.522")
36" MARKER BALL, WHITE, 3/8 EHS (0.36")
36" MARKER BALL, WHITE, DNO5484 (0.522")
#3 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
UNISTRUT, T-SERIES, 1 5/8" X 1 5/8" X 1 5/8" X 10' LENGTH, WITH 9/16" X 2" SLOTTED HOLES {FIELD CUT TO 4' LENGTHS)
YOKE, STRAIN, 40000 LB, 18" SPACING, TRIANGULAR
BOLT, HEX, 1/2" X 1", THREADED, DURIUM, NC
WASHER, FLAT, 1/2", DURIUM
WASHER, SPLIT LOCK LOCK WASHER, 1/2" DURIUM
GROUND CONNECTOR, #6 SOLID CU. (1.62") TO 2.25" ANCHOR BOLT
WASHER, COIL, DOUBLE, SPRING LOCK, GALV, W/11/16" HOLE
WASHER, COIL, DOUBLE, SPRING LOCK, GALV, W/15/16" HOLE
#0 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#1 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#2 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
MAT, GROUND, STEEL, PERMANENT PLACEMENT, F/POLE TOP SWITCH
GUARD, GUY, 8', YELLOW PVC, FULL-ROUND TUBE SLOTTED DESIGN, F/1/2" EH W.O. 27520569
NUT, MALLEABLE FORGED, 5/8", GALV SQUARE LOCKNUT IPC/PEI
NUT, MALLEABLE FORGED, 3/4", GALV SQUARE LOCKNUT
NUT, MALLEABLE FORGED, 7/8", GALV SQUARE LOCKNUT
NUT, GALV, PLAIN GALV NUT, F/ 5/8" MACHINE BOLT
NUT, GALV, PLAIN, 3/4"
NUT, GALV, PLAIN GALV NUT, F/ 7/8" A325 MACHINE BOLT
SHEAVE, ROLLER, GUY GALV 2-3/8" DIA 27/32" WIDTH 13/16" HOLE
CLIP, BONDING, GALV F/5/8" SQUARE NUT 6/25/2021
GRIP, GUY, AUTO F/1/2" EHS GUY STR EXTRA LONG BAIL F/MULTIPLE GUYS ISSUED FOR BID
GRIP, GUY, GALV FORMED WIRE F/1/2" EHS GUY STRAND
WASHER, ROUND, 11/16" HOLE GALV ROUND WASHER
WASHER, ROUND, 13/16", GALV ROUND WASHER W.O. 27520569
WASHER, ROUND, 15/16" HOLE GALV IPC/PEI
DESCRIPTION REVISIONS
BOLT, GALVANIZED, MACHINE, 7/8 INCH X 24 INCH WITH SQUARE HEAD AND ONE SQUARE NUT 5/26/2021
BOLT, GALVANIZED, MACHINE, 7/8 INCH X 26 INCH WITH SQUARE HEAD AND ONE SQUARE NUT ISSUED FOR REVIEW
CATID NO. QTY UNIT
38251Y-DNO5484 12 Each A
38631 257 Each
38635 257 Each
38642 179 Each
39205-2000 2000 (ft)
39205-10900 10900 (ft)B
39205-18600 18600 (ft)
39205-19400 19400 (ft)
39205-20300 20300 (ft)
39205-21500 21500 (ft)
39287 24 Each
39288 2 Each
39289 10 Each
39290 16 Each
39291 2 Each
39292 2 Each
39293 4 Each
39294 2 Each
39295 2 Each
39296 2 Each
40077 27 Each
40886 10 Each
41753 10 Each
41758 10 Each
41759 10 Each
43359 83 Each
44932 5 Each
45864 246 Each
45870-18600 18600 (ft)
45870-19700 19700 (ft)
45870-20200 20200 (ft)
45870-20600 20600 (ft)
45870-21700 21700 (ft)
45871 87 Each
45872 87 Each
45873 67 Each
45881 100 Each
46111 20 Each
47389 10 Each
47859 252 Each
47954 257 Each
#REF!
#REF!
DESCRIPTION REVISIONS
36" MARKER BALL, YELLOW, DNO5484 (0.522")5/26/2021
ANCHOR, DISK, 36" CORROSION RESISTANT, 1/2" THICKNESS F/USE W/1-1/4" R ISSUED FOR REVIEW
ROD, ANCHOR, 1-1/4" X 10', CR ANCHOR ROD, DOUBLE SCREW-ON EYE, 58 KIP
CLEVIS, Y-CLEVIS, GALV, YCC-30, 30,000 LB ULTIMATE Y-CLEVIS CLEVIS W.O. 27520569
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 2000' REEL IPC/PEI
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 10900' REEL 6/25/2021
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 18600' REEL ISSUED FOR BID
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 19400' REEL
#6 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 20300' REEL W.O. 27520569
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 21500' REEL IPC/PEI
#0 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#1 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#2 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#3 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#4 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#5 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 18600' REEL
#7 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#8 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#9 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
TERMINAL, JUMPER, ALUMINUM, 715 24/7 "STILT"
BRACKET, CABLE, EXTERNAL COIL BRACKET, F/STORING EXTRA LENGTH OF
CLOSURE, SPLICE, FIBER, 6-CABLE MAX, OPGW, ADSS, RESEALBLE, BOLTED
KIT, FIBER OPTIC, FURCATION, FAN-OUT, F/OPGW FIVER OPTIC CABLES
PROTECTOR, BULLUT, GUARD, F/FIBER SPLICE CLOSURE
SHIELD WIRE DEADEND 3/8 EHS IMPLOSIVE
GROUND CONNECTOR, #6 SOLID CU. (1.62") TO #11 REBAR (1.41")
DEADEND, IMPLOSIVE, DE, F/ 715 STILT 24/7, W/4H NEMA PAD
GRIP, GUY, AUTO F/1/2" EHS GUY TO FIT ON 36" DISK ANCHORS W/ LARGE HEA
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 19700' REEL
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 20200' REEL
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 20600' REEL
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 21700' REEL
DEADEND, BOLTED, 8-BOLT PATTERN, F/DNO-5484 OPGW, **ENGR MUST VERIF
PLATE, LINK, 10", F/OPGW DIA .552"
CLAMP, SUSPENSION, CLAMP, SUSPENSION,W/ARMOR ROD, F/OPGW DIA
CLAMP, GUIDE, DOWNLEAD CLAMP, FOR OPGW CABLE DIA .501"-.600"
CONNECTOR, FIBER OPTIC, F/ AFL SPLICE CLOSURE, SPEC #DNO-5484 OPTGW
TRAY, SPLICE, 72-COUNT, F/AFL SPLLICE CLOSURE
TERMINAL, IMPLOSIVE, JUMPER, F/715.5 KCMIL ACSR 24/7 STILT W/15 DEG 4H
1 301.003 06
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BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
CATID NO. QTY UNIT
48602 9 Each A
54349 6 Each
56234 760 (ft)
56248 117 Each
CID 8760 106 Each
CID 46575 11 Each B
OVD 461/570 53 Each
#REF!
#REF!
DESCRIPTION REVISIONS
DEADEND, COMPRESSION, QUICK-COMPRESS F/ 3/8"EHS W/ NO TONGUE 5/26/2021
ASSEMBLY, LINE POST, 138KV,BRACED LINE POST ASSEMBLY, W/ FLAT BASE ISSUED FOR REVIEW
CONDUCTOR, CU, #2 BRAIDED ROPE, TINNED
CLAMP, GROUND, 1-BOLT, FOR OPGW .552 TO #2 W.O. 27520569
ALUMINUM PLATES FOR 4" ADHESIVE BACKED NUMBERS IPC/PEI
AERIAL SIGN BRACKET FOR 6" ADHESIVE BACKED NUMBERS 6/25/2021
DAMPER, STOCKBRIDGE, OPGW, DNO-5484 ISSUED FOR BID
W.O. 27520569
IPC/PEI
1 301.004 06
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138KV LINE #423
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2022 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
SE
C
T
I
O
N

4
0
0

FO
U
N
D
A
T
I
O
N
S

SE
C
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5
0
0

AS
S
E
M
B
L
Y

D
R
A
W
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G
S

SE
C
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5
1
0

OH
G
W

D
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A
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G
S

SE
C
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I
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N

5
2
0

OP
G
W

D
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A
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SE
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5
3
0

CO
N
D
U
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O
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D
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A
W
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G
S

2
SE
C
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5
4
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DI
S
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R
I
B
U
T
I
O
N

D
R
A
W
I
N
G
S

C
D
DS. DR
DR. ST
ISSUED FOR BID
REVISIONS
2/5/2021
W.O. 27520569
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
IPC/PEI
1
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138KV LINE #423
TABLE OF CONTENTS
DISTRIBUTION ASSEMBLIES
SCALE : NA DATE: 12/20/2019
SHT. 540.001
HUNTINGTON-QUARTZ 138 Kv
TRANSMISSION LINE #423
IPC/PEI
SE
C
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5
5
0

CO
M
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C
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I
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DR
A
W
I
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C
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DR. ST
2/5/2021
W.O. 27520569
IPC/PEI
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
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138KV LINE #423
TABLE OF CONTENTS
COMMUNICATION ASSY
SCALE : NA DATE: 12/20/2019
SHT. 1 550.001
TRANSMISSION LINE #423
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
REVISIONS
SE
C
T
I
O
N

5
6
0

GU
Y

A
N
D

A
N
C
H
O
R

DR
A
W
I
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S

SE
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5
7
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BR
A
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&

C
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S
A
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DR
A
W
I
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DS. DR
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2/5/2021
W.O. 27520569
IPC/PEI
THIS DRAWING HAS BEEN LEFT BLANK
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138KV LINE #423
TABLE OF CONTENTS
BRACE & X-ARM ASSY
SCALE : NA DATE: 12/20/2019
SHT. 1 570.001
TRANSMISSION LINE #423
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
REVISIONS
SE
C
T
I
O
N

5
8
0

GR
O
U
N
D
I
N
G

D
R
A
W
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SE
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5
9
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MI
S
C
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L
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DR
A
W
I
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C
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DS. DR
DR. ST
TRANSMISSION LINE #423
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
REVISIONS
2/5/2021
W.O. 27520569
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
IPC/PEI
HUNTINGTON-QUARTZ
VA
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#

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138KV LINE #423
TABLE OF CONTENTS
MISCELLANEOUS ASSY
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
SCALE : NA DATE: 12/20/2019
SHT. 1 590.001
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Section 1
Work Order Number:B
Description:
Project Leader:
Actual Start Date:
Initial each item as it is performed:
Foreman/Crewmember
Foreman:
Actual In-Service Date:
Actual Finish Date:
T & D Designer:
Red Line maps, structuredrawings and lists,and/or Design Compatible Units/Foreman’s Code Dictionarywith any
changes
Materials have been issued and/or returned with stores. Communicate with Stores that the Material Request can be
completedinPassport
ReviewWO Cost Summarycharges applicable to your crewfor reasonableness, includinglabor,materials, vehicles,
blasting,Outside Services:(flagging, landscaping,gravel, contract service, credit card charges, etc) and
miscellaneous charges. If correct sign and date theWO Cost Summaryreport
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Add note to completion panel referencing crewand when the job was finished.
Forward original/completedWO Construction packet (which includes the redlinedmap) to T&D Design
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Section 2
T&D Design Departmental Specialist
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Project Leader / T & D Designer / Designated Reconciler
Document redline changes.
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charges to 107000 (Installs) and 108000 (Removals) look reasonable based on the work completed. If thecharges
do not look correct, contact your Financial Analyst or Construction & Design Analyst
Distribution andTransmission (138 kV and below):Compare Foreman’s redlines toWO MaterialReconciling
Report’s,Work Order PropertyUnits and the NetWO Material Issue to ensure a match of propertyunits
Transmission (230 kV and above):ReviewtheWO Cost SummaryMaterials for Units of Property
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(run print 250, etc.)
Verify/place the propertyunits In-Service within the Asset Suite (M320 panel)
ReviewWO CostSummarycharges for reasonableness
Correctcontractchargesandaccounting
Accountfor discrepancies between estimates andactual
Createmapping exports from PLSmodel
File PLS Back-upmodels reflecting as built conditions in Line File
Provide line switch data to designated switch data custodian
Complete Transmission line data sheet, file in construction book (Newlines only)
Complete CAPWOREC document on the M102 Instruction Panel for Task 01
Set task(s) to finished in Asset Suite (M300 panel)
If applicable, complete work order in Asset Suite (M300 panel)
If applicable, DWGs uploaded to Meridian
Sendcompleted/reconciled constructionpackettoT&DDesignDepartmentalSpecialist
T&D Design Departmental Specialist
Scan completedreconcilinginformation; add to posted construction book; and change status to “As Built”.
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June 25, 2021
IDAHO POWER COMPANY
Huntington to Quartz 138kV Line #423
Construction Drawings
Construction Season 2024
Issued for Bid
PROJECT NUMBER:
159942
PROJECT CONTACT:
Jake Thomas
EMAIL:
[e-mail]
PHONE:
208-288-6535
POWER ENGINEERS, INC.
BOI 159942 (2021-02-12) TH REV. A
Construction Drawings
Construction Season 2024
PREPARED FOR: IDAHO POWER COMPANY
PREPARED BY: JAKE THOMAS
208-288-6535
[e-mail]
REVISION HISTORY
DATE REVISED BY REVISION
06/25/21 Jake Thomas IFB
Construction Specifications
TECHNICAL SPECIFICATIONS
LINE #423 HUNTINGTON-QUARTZ LINE REBUILD 2024
LINE #423
Project ID T423190001 WO #27605276
For information regarding
this document, contact:
 IPCO Contract Administrator 208-388-XXXX
Tom Barber-IPCO Project Manager 208-388-5667
Daron Beesley-IPCO Project Engineer 208-388-6178
Version 1, Revision 0
June 2022
LineConstructionSpec_LINE#423.docx 6/28/2021
INDEX TO THE ARTICLES OF THE SPECIFICATIONS
PAGE
TS-1 SCOPE OF WORK AND GENERAL REQUIREMENTS .................................... 1 
TS-2 DEFINITIONS .................................................................................................... 3 
TS-3 SURVEYS AND LAYOUT OF WORK ................................................................ 4 
TS-4 COORDINATION, CONSTRUCTION SCHEDULE, AND REPORTS ................ 5 
TS-5 ACCESS ROADS .............................................................................................. 6 
TS-6 OVERHEAD CROSSINGS ................................................................................ 7 
TS-7 POLES AND FIXTURES .................................................................................... 9 
TS-8 INSULATORS AND INSULATOR HARDWARE .............................................. 17 
TS-9 CONDUCTOR STRINGING ............................................................................. 18 
TS-10 SAGGING CONDUCTORS ............................................................................. 20 
TS-11 CLIPPING-IN ................................................................................................... 22 
TS-12 JUMPERS ........................................................................................................ 22 
TS-13 CONDUCTOR SPLICES AND DEADENDS .................................................... 22 
TS-14 CONDUCTOR REPAIRS ................................................................................. 23 
TS-15 CONDUCTOR CLEANING .............................................................................. 24 
TS-16 CONDUCTOR VIBRATION DAMPERS ........................................................... 24 
TS-17 OVERHEAD GROUND WIRE ......................................................................... 24 
TS-18 OVERHEAD GROUND WIRE, OPTICAL GROUND WIRE DAMPERS .......... 25 
TS-20 GROUNDING OF FENCES, BUILDINGS, AND OTHER METAL OBJECTS .. 25 
1
LineConstructionSpec_LINE#423.docx 6/28/2021
TS-1 SCOPE OF WORK AND GENERAL REQUIREMENTS
A. Scope of Work
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 for the Idaho Power Company (Owner) project to
rebuild the 138-kV Transmission Line from Huntington to Quartz with steel
structures. The construction will be divided into two sections to be completed in
years 2023 and 2024.
Section 1 in 2023 will be to rebuild approximately 16.5 miles of line from
Huntington (Str #256) to the Nelson Tap (Str #363). This section will involve
replacing 107 structures and installing three (3) phase conductors and two
(2) shield wires. The phase conductors will be 715 ACSR “STILT” and the
Shield Wires will be one (1) 3/8” EHS Steel and one (1) OPGW “DNO5484”.
Section 2 in 2024 will be to rebuild approximately 24 miles of line from the
Nelson Tap (Str #363) to the Quartz Substation (Str #539). This section will
involve replacing 175 structures and installing three (3) phase conductors
and two (2) shield wires. The phase conductors will be 715 ACSR “STILT”
and the Shield Wires will be one (1) 3/8” EHS Steel and one (1) OPGW
“DNO5484”. will be a rebuild of the line from Str #363 to Str #539
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, Sag
Charts, Drawings, etc.
B. Project Submittals
Submit quality assurance materials in accordance with the Line Construction
Submittal Schedule. Detailed information about the content of each submittal is
included in the appropriate specification section.
2
LineConstructionSpec_LINE#423.docx 6/28/2021
LINE CONSTRUCTION SUBMITTAL SCHEDULE
Line: Project ID: Work Order: Project Leader: 
Contract Manager: Crew Foreman/Contractor: 
SPEC  
SECTION SUBMITTAL DESCRIPTION DESCRIPTION / ENGINEER COMMENTS WHEN TO SUBMIT APPR 
TYPE 
TS‐4.A  OUTAGE PLAN 
2 WK PRIOR TO OUTAGE PL 
TS‐4.A  CONSTRUCTION PLAN 
AT PRECON PL 
TS‐4.A  CONSTRUCTION SCHEDULE 
AT PRECON PL 
TS‐4.A  WEEKLY PROGRESS REPORT 
WEEKLY PL 
TS‐6.D  CROSSING NOTIFICATION 
10 DAYS PRIOR TO THE CROSSING IO 
TS‐7.G  ANCHOR TESTING EQUIPMENT APPROVAL 
2 WEEKS PRIOR TO TESTING EA 
TS‐7.G  ANCHOR TEST REPORTING LOG 
2 WK PRIOR TO RELEASE OF RETENTION EA 
TS‐10  SAG REPORTING LOG 
2 WK PRIOR TO RELEASE OF RETENTION EA 
TS‐13  IMPLO TRAINING CERTIFICATE 
2 WK PRIOR TO STRINGING EA 
Note: 1. Refer to contract general requirements for instructions on submittals.
2. Electronic submittals in lieu of paper documents are encouraged.
3. Approval types are: "Project Leader (PL),” “Engineering (EA)” or "Information Only (IO)."
3
LineConstructionSpec_LINE#423.docx 6/28/2021
TS-2 DEFINITIONS
The terms used in these specifications are defined as follows:
Assembly and Staging Area - the areas in which the Contractor assembles structures
and/or checks, handles and stores materials.
Can – describes a steel casing type foundation for direct embedded poles. Material may
be a steel pipe or corrugated metal pipe (CMP).
Complete Structure - all components of a Structure including sign and all connecting
hardware used for joining members.
Contractor – the successful Bidder who executes a contract issued by the Owner for
construction of the transmission line.
Job Site - the location upon which the Structure is to be installed. This term has the
identical meaning as the terms "Structure Location", "Structure Station", and "Structure
Site".
Manufacturer - any company that supplies materials used in the construction of the
project.
Manufacturer's Recommendation - all instructions issued by a company supplying
materials for the project, which pertain to handling, hauling, assembling, and installing
material.
Plumbed Pole – A pole 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.

4
LineConstructionSpec_LINE#423.docx 6/28/2021
Rake – Distance the top of the pole is intentionally offset from plumb.

Select Backfill - Material used for compacted backfill meeting the specifications for select
backfill. The material and gradation are specified by contract.

Stake - Survey stake, with appropriate markings.

Structure Location - The centerline stationed, staked location upon which a Structure is
to be installed.

Structure Hub - The control point at each Structure that is provided by the Owner. This
term has the identical meaning as the terms "Centerline Hub", and "Hub". All reference
staking for Structure construction will be from the hub.

TS-3 SURVEYS AND LAYOUT OF WORK

A. Survey

After the survey locations are staked and verified by the Contractor, the survey
stakes and locations will be considered the responsibility of the Contractor.
Contractor has two weeks after structure staking is completed to notify the Owner
of any structures that require re-staking. If the Contractor identifies no required re-
staking, the survey is assumed to be verified. The General Conditions address the
consequences of destroyed survey control.

B. Survey Staking

5
LineConstructionSpec_LINE#423.docx 6/28/2021
The structure staking provided by the Owner will include centerline hub and two
reference points on the perpendicular bisector. The structure stakes shall be
clearly marked with the structure number. A Structure List shall be furnished
detailing structure data. Included shall be the structure type and pole heights.
Structures shall be placed in locations as described in the Structure List and or
Drawings. Structures shall not be erected in any other location without prior
approval of the Owner. The Contractor shall be responsible for preservation of the
survey location of the poles and anchors.

Elevations shall be furnished by the Owner only in the form of Plan and Profile
Drawings. Staking diagrams, where required, will be provided prior to the start of
construction.

If a discrepancy exists between the markings on the stakes and the Plan and
Profile Drawings or the Structure List, or if it appears to the Contractor that a
structure as staked is in error, Contractor shall notify the Owner immediately and
no further work shall be performed on the structure or structures in question until
such discrepancy or error is resolved. If the Contractor proceeds without the
Owner’s direction, all such work shall be at the Contractor’s own risk.

TS-4 COORDINATION, CONSTRUCTION SCHEDULE, AND REPORTS

A. Coordination

Owner and Contractor shall jointly prepare an outage plan for all scheduled
interruptions of electrical power. The Contractor, Owner and the affected utilities
shall sign this plan at least two (2) weeks prior to the outage. Prior to requesting
signatures, all materials required for the scheduled outage shall be at the site. The
outage plan shall include specific procedures for coordinating with commercial
activities such as automated data processing centers (computers), hospitals, 24
hour-a-day manufacturing and processing plants, etc.

6
LineConstructionSpec_LINE#423.docx 6/28/2021
Contractor and sub-contractors shall be required to attend a pre-construction
conference with the Owner and any other party involved with the Project. The
Contractor’s superintendent shall also attend the conference. If the Contractor’s
superintendent is not present, the conference shall be rescheduled at the
Contractor’s expense.

At the conference, the Contractor shall present a construction plan including but
not limited to the following:

 Construction sequence, methods, and equipment to be used in all phases.
 Location(s) of staging area(s) if located.

 Construction schedule showing all activities for the entire project including IPCo
defined milestones.
 If requested, the Contractor shall provide, without charge, two-way radios
(minimum of three) for the Owner’s vehicles.

 Contractor shall maintain, in a safe place at the site, one record copy of all
Drawings, Specifications, Addenda, Change Orders, Field Orders, and written
interpretations and clarifications in good order and annotated to show all
changes made during construction.

TS-5 ACCESS ROADS

A. General

The Contractor may improve established access roads to each structure site as
necessary to complete the work with prior written permission from the owner. The
Contractor shall be responsible for maintenance of all access roads during
construction and revegetation after the work is complete
7
LineConstructionSpec_LINE#423.docx 6/28/2021
Contractor will be responsible for construction of and revegetation of any roads
and/or pads for drill rigs, cranes or erection areas as required for construction
practices including all roads built by the Contractor.
TS-6 OVERHEAD CROSSINGS
A. General
Contractor, at their expense, shall furnish and install all guard structures required
for crossings over electric supply and communication lines, railroads, roads,
highways and other obstructions, or for protection of the conductor. As soon as
any guard structure has served its purpose, it shall be removed in its entirety and
all holes shall be properly backfilled, compacted and the site reclaimed.
All guard structure installations on public lands shall require at least ten (10)
calendar days prior notification to the Owner for necessary environmental review.
B. Road Crossings
Such guard structures or other protective devices as may be required by local or
state authorities, property owners or the Owner for the purpose of maintaining
traffic flows during stringing operations shall be installed. The expense of required
flagmen, guard structures, permits and other protective devices shall be borne by
the Contractor.
C. Electric Supply and Communication Line Crossings
Substantial guard structures or equally effective measures to prevent contact
between the conductor being strung and the lines being crossed shall be used.

8
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Temporary changes in poles, fixtures or conductor of lines being crossed, as found
necessary by the Contractor, shall be prearranged by the Contractor with the
owner(s) of the lines crossed.

Special attention is called to the safety rules of the National Electrical Safety Code,
current edition, which shall be strictly observed:

 Crossings over lines having a potential of 2300 volts or more shall be made
with the line to be crossed de-energized, whenever possible.

 All lines having a potential of 750 volts or more which are de-energized for
crossing shall be short-circuited and grounded with appropriate and adequate
grounding conductors, placed at the site of the crossing and in view of the
workmen constructing the crossing.

 When lines to be crossed over are owned, leased or operated by the Owner,
the Contractor shall, at their own expense, make all arrangements and secure
the necessary working clearance from the Owner. All preparatory work shall be
done prior to the working clearance. Upon completion of the work the
Contractor shall immediately notify the Owner that the lines are clear and
release working clearances.

 Where work to be performed requires the de-energization of facilities other than
those owned, leased or operated by the Owner, the Contractor shall make the
necessary physical and financial arrangements for such de-energization, with
the other owner(s).

Contractor shall bear all costs resulting from any failure to complete the work within
the period of time stated in the original clearance.

D. Notice of Crossing

9
LineConstructionSpec_LINE#423.docx 6/28/2021
Contractor shall notify the Owner of any power line, communication line or road
the Contractor intends to cross as least ten (10) calendar days in advance of the
time the crossing is to be made.
E. Guard Structures
A guard structure shall consist of a pole with stringing sheaves attached, a pole
with timbers attached, two or more poles connected with a fiber rope, or two or
more poles joined by timbers with guys or braces when required. Guard structures
using stringing sheaves shall include provisions for supporting the conductor in the
case of failure of the sheave and attachment assembly. All guard structures shall
include provisions for avoiding damage to the conductor by the guard structure.
All guard structures shall be of adequate strength to withstand the stresses to
which they may be subjected. Poles shall be set to a sufficient depth, all parts shall
be of sufficient strength and necessary guying or bracing shall be installed to
ensure adequate strength of the structure.
TS-7 POLES AND FIXTURES
A. Wood Poles
a.General
Wood poles are Douglas fir and/or Western Red Cedar. Wood poles 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. Pay special attention to the proper pole height and class
for each structure as shown in the Structure List.
b. Setting Poles

10
LineConstructionSpec_LINE#423.docx 6/28/2021

Poles shall be set in the ground to the depth shown in the following table.
These depths are to the original ground line. On side hills the ground line
shall be considered to be the lower side of the pole. Actual embedment
depth shall not vary more than plus or minus 6 inches from the embedment
depth shown below. When placing structures on side hills, embedment
depths may be varied within these parameters to insure conductor
attachments are matched. Variable height poles on H-frame structures are
called out as required on severe side slopes. Any deviation from these
embedment depths will be noted in the Structure List.

Length of
Pole
Embedment
Depth
40’ 6.0’
45’ 6.5’
50’ 7.0’
55’ 7.5’
60’ 8.0’
65’ 8.5’
70’ 9.0’
75’ 9.5’
80’ 10.0’
85’ 10.5’
90’
95’
11.0’
11.5’

B. Steel Poles

a. Handling

11
LineConstructionSpec_LINE#423.docx 6/28/2021
Steel structures are painted direct embedded type or self-supporting type
with base plate. They shall be handled in such a manner that the finish,
especially the corrosion inhibiting coating on the base, is not scraped or
scratched by handling equipment, dragging over jagged rocks, etc. The
Contractor shall repair all damage to paint or corrosion inhibiting coating
incurred during construction.

Manufacturer’s assembly drawings of the structures shall be provided to the
Contractor after bid award.

b. Assembly

All slip joint structures shall be jacked together and shall be in accordance
with the Structure list furnished by the Owner and with the drawings and
material list prepared by the Structure Manufacturer and approved by the
Owner.

All structures will be assembled, aligned and all bolts tightened and/or
torqued as required by AISC code of Standard Practice. After final
tightening and before any attachment is made to the structures, the
alignment shall be checked.

Connection or erection bolts shall be seated to the head and installed with
nuts to the outside of the member.

Install structural nuts in accordance with the manufacturers
recommendation and tightened to the recommended torque value per bolt
diameter and material. Beveled washers will be used on sloping or beveled
surfaces where required to provide a proper fit.

Only wrenches approved by the Owner will be used on the work. The use
of any wrench that may deform the nut will not be permitted.

12
LineConstructionSpec_LINE#423.docx 6/28/2021
All structural metals will be handled with care to avoid bending or damaging.
Pieces bent in handling may be used only if they are straightened in
accordance with procedures set forth by the Manufacturer and approved by
the Owner.

Field welds required for steel structure adjustments and miscellaneous
additions shall not be made without the approval of the Owner.

C. Setting Poles

Poles shall be set in the ground to the same depth as shown in the table in Section
TS-7 A.b. These depths are to the estimated ground line. On side hills, the ground
line shall be considered to be the lower side of the pole. All structures shall be fine
graded so that the tops of poles shall not exceed two (2) inches difference in
elevation. Actual embedment depth shall not vary more than plus or minus six (6)
inches from the embedment depth shown on the Structure List without
authorization from the Owner. Any deviation from these embedment depths will
be noted in the Structure List which shall govern.

All structures shall be constructed in a workman like manner. All poles except for
those that are cambered shall be in alignment with one another and plumb. The
center of the pole top shall be in vertical alignment with the center of the pole at
ground line when viewed from any direction. All poles shall be set plumb at
tangents. The tolerance for pole plumb is one-half percent (1/2%) of the pole
height as observed from both the “in-line” and the “transverse” position. A
minimum amount of “rake” may be pulled in by tightening guys to insure poles on
angles will appear plumb after installation of conductors. Station and structure
number stakes shall be preserved by being placed in the backfill adjacent to the
pole.

Field welds required for steel structure adjustments or groundline and
miscellaneous additions will not be made unless authorized by the Owner.

D. Excavation

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Holes shall be a minimum of 12” larger than the butt diameter of the pole and be
large enough to admit the poles, leaving sufficient room for tamping and shall be
approximately the same diameter at the top and bottom. All excavation is
unclassified. No distinction is made between excavation of rock and common
materials.

E. Backfill

a) Poles and Anchors
The Contractor shall backfill each pole hole and/or anchor hole in layers not
to exceed six (6) inches and then the backfill shall be air or hydraulically
tamped. This procedure shall be applied in successive steps to the ground
line level. All backfill must be compacted to 95% of the maximum dry
density determined in accordance with ASTM D-698 – Standard Proctor and
be within +2% to –4% of optimum moisture. No frozen materials or organic
matter, such as trees, brush, scraps, etc., are allowed as backfill.

Select Backfill shall be ¾” minus road mix. The select backfill shall be
supplied by the Contractor. The Owner will specify locations where select
backfill will be used. The use of select backfill will depend on the size and
type of material removed from the pole hole excavation, which includes, but
is not limited to, holes excavated by blasting. Where required, select fill
shall be placed around the structure to original grade. Select fill shall be
compacted to 95% of the maximum dry density determined in accordance
with ASTM D-698 – Standard Proctor and be within +2% to –4% of optimum
moisture.

Placement of select backfill shall be in lifts not exceeding six inches after
compaction. The Owner reserves the right to inspect and/or test each lift
for density compliance prior to placing the next lift.

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b) CPM
The Contractor shall backfill around the outside of each CMP in layers not
to exceed six inches (6”) and then the backfill shall be air or hydraulically
tamped. This procedure shall be applied in successive steps to the top of
the can. The backfill shall be placed outside the CMP immediately after
excavating the hole and placing the CMP. Compaction of the backfill
outside the CMP must be equal to 95% of the maximum dry density
determined in accordance with ASTM D-698 – Standard Proctor and be
within +2% to –4% of optimum moisture. Contractor, as an alternative, may
elect to furnish and install lean mix concrete of 1500 psi compressive
strength as backfill outside the can, if it is tremied to the bottom of the hole
and filled from the bottom up.

Once the CMP is backfilled, the pole shall then be set within the CMP and
the void between the pole and CMP shall be backfilled with ¾” minus
angular chips. The ¾” chips shall be installed in lifts not to exceed 2 feet (2’)
in depth. Each lift shall be compacted through vibration by placing a
vibratory hoe-pack or other approved vibratory device on the size/class
plate on the steel pole. Each lift of the ¾” chip backfill shall vibrated in this
manner for one minute or until no further settling is observed, whichever is
greater. The chips must be lubricated with water during the vibratory-
compaction process to facilitate compaction. The chips must be angular –
not rounded. This procedure shall be applied in successive steps to the top
of the can.

Specification for ¾” Inside CMP Fill Material

Sieve Size Percent
Passing
¾”……………………. 100%
No. 4…………………. 0-5%

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Aggregate shall exhibit a single fractured face count of at least 60% as
determined by the percentage of fracture in coarse aggregate FOP for
AASHTO T 335 (11).

F. Ground Rods

In areas where ground rods cannot be driven due to rock, a four (4) inch hole shall
be drilled for the rod and filled with non-shrink grout or clay. All Ground rods shall
be placed in undisturbed soil or rock. Ground rods may not be placed in the pole
excavation.

G. Guys and Anchors

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 (8) inches after strain is applied, or to depths as specified by the Engineer.
Under no circumstances shall the eye of the rod be buried or covered with soil.

All anchors, unless otherwise specified, shall be tested. Anchors shall be tested
with a testing machine that 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 will be pull tested. The limits of the pull test for each anchor will be
delivered prior to construction. Contractor shall be prepared to test anchors to
loads as high as 40,000 lbs. per anchor.

Maximum load shall be applied to the anchor for a minimum of five (5) minutes.
The maximum allowable in-line displacement of disk, cone, and plate anchors is

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two (2) inches. Anchors that exceed the allowable two (2) inch displacement shall
be completely removed, inspected for damage, and reinstalled by the Contractor.
Rock anchors that exceed one-fourth (1/4) inch displacement shall be replaced.
The contractor shall record the results of anchor testing and deliver them to the
Owner in the Owner’s format.

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 Owner. If
the Contractor fails to get such instructions, the relocation of the guys and anchors
shall be at the Contractor’s expense.

A rock anchor must be embedded at least 24 inches into solid rock and grouted
with a non-shrink grout. Grout shall be allowed to cure for a minimum of 72 hours
before testing or loads are applied.

Points of attachment to poles shall be as shown on the Structure Drawings.
Downguys shall be installed before conductors or overhead ground wires are
strung. Prior to stringing, all downguys shall be pretensioned to a load specified
by the Engineer. 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:

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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.

Requirement 2 When the insulator is used to reduce required clearances, it
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 3 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 4 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.

H. 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. Pads used for structure installation may be left as graded and re-seeded
only.

I. Structure Numbering

See Structure Drawings

TS-8 INSULATORS AND INSULATOR HARDWARE

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The Contractor shall handle insulators with care in assembly. Foreign matter shall be
cleaned from insulators before mounting on the Structure. Contractor shall follow
requirements of manufacturer in handling the polymer insulators.

TS-9 CONDUCTOR STRINGING

The conductor shall be installed in accordance with ANSI/IEEE Std. 524-2003 "IEEE
Guide to the Installation of Overhead Transmission Line Conductors".
The handling, sagging, and clipping of conductor shall be by methods which shall prevent
damage to the conductor and line structures in any way. Structure deflection during
stringing shall be controlled with the use of down guys. Bends of less than the minimum
bending radius specified by the Manufacturer shall 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 that shall avoid damage to the conductor, reel, and line structures.
No more than two (2) 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.
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 that require cutting wire or using less than full reels of
conductor.

Sheave[I1] surfaces which shall 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

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be placed an equal distance below the permanent elevation with the approval of the
Owner.

Pulling grips shall be designed specifically for conductor size and type and shall be
approved by the Owner.

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 shall
not be dragged transversely over the ground, horses, or lagging. The sock lines 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 shall run freely in the sheaves and shall
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.
Conductors shall not be permitted to contact the ground at any time, nor contact any
object which may damage it. Stringing shall be done by the tension method only, applied
so that the conductor shall be installed, without damage. Tension machines shall be
placed in line at such a distance behind the first structure 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 to keep the conductor off the ground when the
ends of the conductor are lowered for splicing and/or dead-ending.
Adequate guards shall be provided where there may be a 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, vegetation matter, or any conducting or semi-
conducting material longer than 5 calendar days where the line is paralleling an energized
transmission line.

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 non-conducting neoprene.

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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 four (4) feet
above the 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 shall not damage or contaminate
the conductor with insoluble substances. It shall be of sufficient length that it shall not be
displaced by the motion of the conductor.

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 pulling tensions shall not exceed the final sag tension of the conductor at
its hottest temperature shown on the sag charts. The cable pullers, tensioners, and pulling
machines shall be located as near midspan as possible, but in no case shall the slope of
the conductor between the pulling machine and stringing block at the first structure be
steeper than four (4) horizontal to one (1) vertical. The length of conductor pulled in one
operation shall be limited to that length which can be sagged satisfactorily, as approved
by the Engineer.

Splices shall not be pulled through a sheave except with the approval of the Owner.

TS-10 SAGGING CONDUCTORS

Conductors shall be sagged for the temperature of the conductor at the time sagging is
performed and in accordance with the sag chart. Sagging shall be completed no later
than the next working day following stringing. Conductor temperature shall be measured
with a conductor temperature thermometer.

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The determination of sag shall be by means of transit. The conductor shall be sagged
within the tolerance of 0.01 x sag in feet, but not exceeding a maximum of one-half (1/2)
foot. The sagging method is subject to approval by the Engineer. The Contractor must
demonstrate that their sagging methods and equipment are accurate.

Conductors of a phase bundle shall be sagged simultaneously to the same sag. Sag
differences per sub-conductor of a bundle shall not exceed one (1) inch.

The length of conductor sagged in one operation shall be limited to one (1) or two (2) reel
lengths or 18,000 feet maximum, unless otherwise approved by Owner. Conductors at
end of sag section shall be snubbed so that no movement of conductor shall take place
during sagging of adjacent sections. Snubs shall not be anchored so close to structure
that the crossarm shall be overloaded. The snub point shall be located such that the
horizontal to vertical ratio is greater than 4 to 1.

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 degrees. When sagging conductor lengths covering more
than six (6) spans, the sag shall be determined at two (2) locations at approximately one-
third points along the sag section, but in no case shall sagging transits be more than two
(2) 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.

If the conductor is brought up higher than the required sag (too tight), the conductor shall
be let down a minimum of three (3) feet below the required sag and pulled up again.
Conductor shall always be brought up to sag and never let down to sag. Conductor shall
be allowed to stay in sheaves for no longer than 3 calendar days before sagging and
clipping begins.

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, wind or other
physical conditions prevent satisfactory sagging.

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TS-11 CLIPPING-IN

Suspension clamps shall be installed so that the insulator strings and suspension shoes
shall hang in a vertical plane through the points of insulator string attachment to the
structure, with the structure properly aligned.

All conductors in a sag section shall be sagged and marked plumb in one working day
and clipped-in in sequence and in a time period not to exceed three days from the time
of stringing.

If offset clipping is required, installation shall be performed in accordance with "Methods
of Tensioning Overhead Transmission Line Conductor" by Gerard D. Hassler or
equivalent method to be approved by the Engineer. Offset clipping will be supplied by
the Owner after the wire setup locations are given to the Owner by the Contractor a
minimum of two (2) weeks before the offset clipping is required.

Torque wrenches shall be used to tighten suspension clamp U-bolts to torque specified
by the Manufacturer.

TS-12 JUMPERS

The Contractor shall make up all jumpers and shall install all jumpers except those
required at substations. The jumpers shall be so proportioned and hung so that under
normal conditions proper clearances between jumpers and structures are maintained.

TS-13 CONDUCTOR SPLICES AND DEADENDS

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Splices shall not be made within fifty (50) feet of suspension clamps or 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. Splice locations shall be indicated on the structure list.
When implosive connections are used, the Contractor shall provide certification(s) of
employee training by IMPLO technologies within the previous two years.
TS-14 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.
Depending upon the severity of damage and the length of the damaged section, repairs
shall be made by careful smoothing with fine sandpaper, covering with preformed repair
rods, or by cutting and splicing with the approval of the Owner.
Kinked, basketed, or severely damaged sections of conductor shall be cut out.
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 three strands are broken or the
conductor is reduced in area by more than three strands, the damaged section shall be
cut out.
When there is repeated damage at the same span or in consecutive spans, all conductors
in these spans shall be replaced.
All damage caused by come-along and other gripping devices shall be repaired or cut
out, as required by the Owner, before the conductor is finally sagged.

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Not more than two (2) 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 clamp
or within 100 feet of any other conductor fitting. Preformed repair rods shall not be
installed within 15 feet of any structure.

TS-15 CONDUCTOR CLEANING

Any foreign matter such as pitch, paint, or grease placed on the conductor and fittings by
the Contractor shall be removed by non-injurious methods before the conductor is finally
sagged.

TS-16 CONDUCTOR VIBRATION DAMPERS

Dampers shall be installed in the location and quantity as specified on the Damper
Location List and the drawings. The Contractor shall remove cap screw, inspect the
tapped hole, and remove all fillings, dirt or loose material if applicable. Dampers shall be
installed so that they hang directly under the shield wire or conductor. Torque wrenches
shall be used to tighten cap screws to the torque recommended by the Manufacturer if
breakaway bolts are not used.

TS-17 OVERHEAD GROUND WIRE

The OHGW shall be installed in a workmanlike manner so that no damage occurs to the
OHGW, the support Structure, or any other related materials and/or equipment. Particular
care shall be taken to prevent OHGW from contacting line conductor during installation.

The OHGW shall be sagged as shown on the "Sag Tension" section of the Construction
Package. Sagging procedures, instruction and restriction shall be the same as for the
sagging of conductor.

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The Owner shall provide splices and deadends that shall be used in their appropriate
locations.

TS-18 OVERHEAD GROUND WIRE, OPTICAL GROUND WIRE DAMPERS

Dampers shall be installed in the location and quantity as specified on the Damper
Location List and the drawings. The Contractor shall remove cap screw, inspect the
tapped hole, and remove all fillings, dirt or loose material if applicable. Dampers shall be
installed so that they hang directly under the shield wire or conductor. Torque wrenches
shall be used to tighten cap screws to the torque recommended by the Manufacturer if
breakaway bolts are not used.

TS-20 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. Idaho Power Company standards on grounding
of fences, buildings and other metal objects are included in the grounding section of the
specification.

END OF TECHNICAL SPECIFICATION

OPGW Installation Specification
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1
© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation InstructionsWI-0298 Rev 1
Installation Instructions
AFL Optical Ground Wire (OPGW)
(Stainless Steel Tube and Aluminum Pipe
Cable Designs)
NOTE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT, THESE DRAWINGS AND/OR SPECIFICATIONS ARE
THE PROPERTY OF AFL TELECOMMUNICATIONS LLC, ARE ISSUED IN STRICT CONFIDENCE, AND SHALL NOT BE
REPRODUCED OR COPIED OR USED AS THE BASIS FOR MANUFACTURE OR SALE OF PRODUCT WITHOUT PERMISSION.
CERTAIN INFORMATION SUCH AS THE DATA, OPINIONS OR RECOMMENDATIONS SET FORTH HEREIN OR GIVEN BY
AFL REPRESENTATIVES, IS INTENDED AS A GENERAL GUIDE ONLY. EACH INSTALLATION OF OVERHEAD ELECTRICAL
CONDUCTOR, UNDERGROUND ELECTRICAL CONDUCTOR, AND/OR CONDUCTOR ACCESSORIES INVOLVES SPECIAL
CONDITIONS CREATING PROBLEMS THAT REQUIRE INDIVIDUAL SOLUTIONS AND, THEREFORE, THE RECIPIENT OF
THIS INFORMATION HAS THE SOLE RESPONSIBILITY IN CONNECTION WITH THE USE OF THE INFORMATION. AFL
DOES NOT ASSUME ANY LIABILITY IN CONNECTION WITH SUCH INFORMATION.
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation InstructionsWI-0298 Rev 1
TABLE OF CONTENTS
CONTENTS PAGE NO.
General Information 3
Precautions 3
Cable Installation 3
Stringing Procedures 4
Sagging Methods 7
Dead Ending and Clipping In 8
Splice Points 10
Anchoring the Optical Units in the Splice Enclosure 11
Reference A 12
Ratio of Sheave Diameter/Cable Diameter Chart 14
Anti-Rotational Device Examples 15, 16
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation InstructionsWI-0298 Rev 1
1.0 General Information
Composite Optical Ground Wire (OPGW) was developed to provide a large capacity telecommunications system utilizing overhead power
transmission lines. Serving the additional purpose of an overhead ground wire, the OPGW is constructed of aluminum clad steel strands
and aluminum alloy strands stranded with stainless steel tubes or surrounding a fiber unit (core) which contains optical fibers. OPGW can
be installed using the basic stringing methods currently employed for overhead ground wires, with minor variations.
This document outlines basic installation methods applicable for existing and newly constructed transmission lines. The installer should be
thoroughly familiar with the installation of conventional overhead ground wire and conductors. Additional information can be obtained
from the latest revision of IEEE Guide to Installation of Overhead Transmission Line Conductors, IEEE Std 524.
2.0 Precautions
Care must be taken to avoid damaging the OPGW during handling and stringing operations. Avoid sharp bends to the cable and take
precautions to prevent crushing the OPGW during placement. The transmission quality of the optical fibers can potentially be degraded
if the OPGW is subjected to excessive pulling tensions or excessively small bend diameters.
Always observe the recommended values for Maximum Stringing Tensions and Minimum Bend Radius. More information about these
values is contained on the following pages.
OPGW is normally supplied on non-returnable wooden reels. The cable is packaged with a flex wrap or wooden lagging to provide
additional protection during transportation. If the cable is not to be installed for a period of over four months from the delivery date, it
is recommended that the cable be requested and shipped on steel reels rather than wood reels. Please contact AFL for more details or to
request shipment on steel reels.
OPGW cable reels should always be transported and handled in an upright position. Never lay a reel of cable on its side. It is recommended
that each reel of OPGW be tested prior to and after installation to ensure that fiber damage has not occurred during shipping and/or stringing
operations. All cable protective packaging (wood lagging or flex wrap) must remain in place on all reels until placed on a pay-out rack and
the rack is in position for cable stringing.
Above all, be familiar with and observe all of your company’s safety rules when working with overhead transmission lines. These
installation recommendations should not supersede any established safety practices.
3.0 Cable Installation
Reel Preparation Prior to Beginning a Pull
AFL ships the cable reels with the inner tail securely connected to the outside of the reel flange. This connection should be loosened, but
not removed, prior to stringing. This allows the inner layers of cable to adjust themselves to the varying tensions seen during installation.
As the cable makes these adjustments, the inner tail may lengthen, or “grow,” requiring periodic attention to ensure that the cable
continues to be in a state where it can “grow” out.
The wooden reel will have through bolts connecting the two flanges. During shipment, these bolts can loosen. Prior to stringing, the bolts
should be tightened to help prevent any issues while paying off the cable.
AFL recommends using the controlled tension stringing method of installation. Ordinary stringing equipment can be utilized as if installing
standard overhead ground wire provided all of the minimum block sizes and other requirements of these instructions are followed.
Suitable equipment includes pullers, tensioners, reel winders, and stringing blocks.
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
Specifications are subject to change without notice.
Installation InstructionsWI-0298 Rev 1
Figure 1 illustrates a typical stringing setup.
Table 1—Temperature Ranges
Storage -50°C to +85°C (-58°F to +185°F)
Installation -30°C to +85°C (-22°F to +185°F)
Operation -40°C to +85°C (-40°F to +185°F)
There is one primary difference between installing OPGW and conventional overhead ground wires. Standard ground wires are typically
spliced using compression type connectors and locations of the splices are relatively flexible. The splice locations of the OPGW cable must
be planned to allow for splicing of the optical fibers. The reel lengths will be engineered to locate the cable splices at predetermined
towers on each end of a stringing section.
After installing dead ends, the free ends of the OPGW are trained down the towers to the an additional 75 feet (23 meters) to accommodate
the splicing. After stringing, this cable length is typically coiled and temporarily stored at the tower until the splicing occurs.
The OPGW will also use special attachment hardware, including dead ends, suspension clamps, and wire fittings such as grounding
clamps. The hardware is designed to provide the necessary holding strengths and prevent deformation of the fiber unit which could
potentially damage the optical fibers.
PAYOUT
REEL TENSIONER
15’300’
100’
OPGW CABLE
ANTI-ROTATIONAL
DEVICE
STRINGING BLOCK
100’
PULLING
LINE
PULLING
MACHINE
300’DISTANCE TO STRINGING EQUIPMENT FROM
TOWER IS THREE TIMES BLOCK HEIGHT
Figure 1—Typical Stringing Setup
4.0 Stringing Procedures
Stranded wire pulling lines are generally used, although nylon ropes have also been employed. In either case, the line must be rated
strong enough to withstand the required stringing tensions. The pulling line should have the same direction lay as the OPGW to help
resist the tendency to rotate under stringing load.
If an existing overhead ground wire is to be removed, it can potentially be used as a pulling line for the OPGW. A visual inspection
should be made of the existing ground wire to be sure it is in suitable condition. If there is any concern about the existing wire’s ability
to withstand the stringing tensions, it should be pulled out and replaced with a pulling line.
It is recommended to use a bull-wheel type tensioner with round (not “V” type) polyurethane lined contact grooves. The tensioner should
have two bull-wheels, each with multiple grooves to minimize cable damage. The tensioner should be capable of maintaining the required
tensions at various pulling speeds. Positive braking systems are necessary for pullers and tensioners to maintain the tension when pulling
is stopped. Minimum diameter of the bull wheels should not be less that 70 x D (diameter of the OPGW). For cable diameters greater
than 0.787” (20 mm), please contact AFL.
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© 2012, AFL, all rights reserved. Revision 4, 2.7.19
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Installation InstructionsWI-0298 Rev 1
The OPGW must be reeved (threaded) through the bull-wheel tensioner properly. Left hand lay
OPGW (typical USA) is reeved from right to left, as shown in Figure 2. Right hand lay OPGW
(typical International), is reeved from left to right. A thorough explanation of the reeving
process can be found in the latest revision of IEEE Std 524. This arrangement is necessary to
avoid any tendency to loosen the outer layer of strands and to avoid induced torque during
installation.
The reel shall be placed directly in line with the tensioner. The distance from the reel to the
tensioner should be at least 25 feet (7.5 meters). The OPGW shall not be permitted to scrape the
reel flanges while being pulled.
The OPGW cable reels are not designed to withstand the braking forces present during
stringing. Direct tensioning of the OPGW from the cable reel is not recommended. Back
tension on the reel should only be enough to keep the cable properly seated in the tensioner
grooves and to prevent overshooting and bird-caging.
Two basic types of pulling machines are recommended for tension stringing. These are either
drum type or bull wheel type pullers. Positive braking systems are required in either case. On a drum type puller, the pulling line is taken
up directly onto the drum. On the bull wheel type, the line is threaded onto two bull wheels, much like the tensioner, and onto a self
winding drum.
Stringing blocks, sometimes called travelers or sheaves, are mounted on the structure at the OPGW attaching point in the normal manner.
Please refer to Reference A, OPGW Diameters and Bending Radius, for information on blocks diameters.
The stringing blocks should have neoprene lined grooves. The linings should be in good condition and adhering to the block. Minor rough
areas can be sanded out to ensure the lining is smooth.
“Radius Blocks,” “Banana Blocks” or “Array Travelers” as shown below in Figures 3A-C are strictly prohibited during the installation of
OPGW. The decreased surface area in contact with the OPGW is sufficient to damage the OPGW at typical stringing tensions.
Figure 2—Reeving direction for
Left Hand Lay OPGW cable,
typical in North America.
A
Figures 3A-C—These types of array installation blocks should NOT be used to string OPGW.
B C
Uplift rollers (which attach to the installation sheave wheel) or hold-down blocks (which are separate blocks) need to be placed where
uplift of the pulling line is likely to occur (due to its higher tension/weight ratio than the conductor). This will typically occur going up
inclines or at a low point in a section. These devices should also have a break away feature in the event of fouling or incorrect installation.
The size of the uplift rollers should follow the same guidelines as the installation sheaves shown in Reference A.
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Installation InstructionsWI-0298 Rev 1
The tensioner and puller should be positioned for a 3:1 ratio to the stringing block on the first structure adjacent to the equipment.
See Figure 1. The tensioner should be placed in line with the first two structures (or first span) of the pull. Likewise, the puller should be
placed in line with the last two structures (or last span) of the pull. Doing so minimizes the line angle change seen by the cable during the
installation process.
This minimum stringing block diameter and distance to the tensioner (3:1) are recommended to help prevent deformation of the fiber
unit (aluminum pipe, stainless steel tube or slotted core), which protect the optical fibers in the OPGW.
The use of an Anti-Rotational Device (see sample drawings on pages
15 and 16) depends largely upon the construction of the optical ground
wire. Such a device is used to prevent the OPGW from twisting while
being pulled. Variations of these devices have been successfully used.
Please consult AFL for any inquiries regarding a particular form of anti-
rotation device.
For cables with helically stranded stainless steel tubes, an anti-
rotational device may or may not be required. To confirm whether one
is needed for your particular application, contact AFL. When in doubt,
the conservative approach is to conduct the installation with the use of
an anti-rotational device. For cables constructed with an un-stranded
stainless steel tube in the center of the cable or single layer cables, an
anti-rotational device is always a requirement. (See Appendix 2
on page 15 and Appendix 3 on page 16.)
If the anti-rotational device is not preventing the cable rotation or if the anti-rotational device is wrapping around the OPGW, a stiffer or
heavier device is required. The weight and length of the ARD will depend upon the construction of the optical ground wire.
The anti-rotational device attaches to the OPGW with a Kellum type grip. The grip must be appropriately sized for the OPGW diameter
and pulling tensions.
Normally, the OPGW should be kept under constant stringing tension during the stringing process to keep the
line clear of both the ground and other obstacles that could cause damage to the cable.
Do not cut the OPGW with ratchet cutters or other types of tools that could crush or crimp the optical core.
The use of a hacksaw will ensure the fiber optic units are free to move within the pipe. During stringing, the
optical fiber core (design dependent) may pull back into the cable, requiring a few feet to be cut away upon
splicing on the leading end to expose the optical core.
It is important to monitor the tensions and ensure that excessive tension is not applied as the OPGW passes
from the reel to the tensioner.
Table 2 on the following page show the recommended values for safe OPGW installation.
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Installation InstructionsWI-0298 Rev 1
5.0 Sagging Methods
The methods and procedures for sagging the OPGW are the same as those for normal overhead ground wires. For determining sags, the
installer should use the sag-tension design information provided by the utility or AFL. Sagging and tensioning should be conducted from
dead end to dead end. Care should be taken to avoid sagging the cable around angles greater than 30 degrees.
A temporary grip is installed on the OPGW for tensioning. The grip must be designed to aluminum pipe. AFL can provide a come-along,
sometimes called a pocketbook grip, that can be attached anywhere along the length of an OPGW. Figure 4 illustrates a satisfactory
come-along design.
Table 2—Recommended Values for Safe OPGW Installation
PARAMETER VALUE
Minimum Bull Wheel Diameter
70 x OPGW diameter
For larger diameter OPGW cables where 70 x OD exceeds 60" (~1.5 m), a 60" (~1.5 m) bull wheel may be used.
Please consult AFL in such cases.
Recommended Block Diameter for
first and last structure
40 x D
Smaller diameters can be used at tangent structures. See Reference A.
Minimum Cable Bend Radius During Installation (Dynamic): 20 x OPGW diameter
After Installation (Static): 15 x OPGW diameter
Maximum Stringing Tension
20% of the Rated Breaking Strength of OPGW
The stringing tension is always measured at the tensioner side. In general, the maximum stringing tension should be
a half of the maximum sagging tension and never should exceed 20% RBS of the OPGW.
Pulling Speed 60 meters (195 feet) per minute OR 3.6 km (2.2 miles ) per hour
Minimum Distance from Puller and
Tensioner to the Stringing Block 3:1 Ratio
Total Number of Spans in Each
Stringing Section
Typically 20 to 30*
* The maximum number of spans is included as a reference only; since this will vary considerably due to differences
in terrain, span lengths, line angles, etc.
Figure 4—Come-along (Pocketbook Grip)
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Installation InstructionsWI-0298 Rev 1
Some types of gripping devices that might induce crushing damage to the OPGW such as Chicago grip or Kito grip are strictly prohibited
to use for OPGW, as shown in Figures 5A and B.
Certain types of formed guy grips can also be used successfully, but their use in stringing applications should be checked with the grip’s
manufacturer.
6.0 Dead Ending and Clipping In
Dead Ends are installed on OPGW spans that terminate at splicing towers or ends of the system. Dead Ends are also used at angle
structures when the angles are too great to use suspension clamps. Suspension clamps are normally used at the remaining towers. These
types of hardware (dead end and single suspension) are illustrated in Figures 6 and 7.
In general, the rule for hardware use is the following:
•Single Suspension to be used at structures with line angles between 0 and 30 degrees.
•Double Suspension to be used at structures with line angles between 30 and 60 degrees.
•Double Dead End to be used at structures with line angles over 60 degrees.
Dead ends can be used starting from line angles of 30 degrees in lieu of double suspensions.
In order to diminish the probability of motion-induced damages and creep rate change, AFL recommends that tensioning and anchoring
of the OPGW to the structure and removal of the stringing blocks be completed no later than 48 hours after pulling in the cable.
Figures 5A and 5B—Types of prohibited grips used to tension OPGW.
Chicago grip (prohibited)Kito Grip (prohibited)
Figure 6—OPGW Dead end (Bolted Type)Figure 7—OPGW Suspension Unit
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Installation InstructionsWI-0298 Rev 1
OPGW is installed using stringing blocks. If left in the stringing
blocks for extended periods of time, the potential for motion induced
damage (aeolian vibration) increases. Also, the creep of the cable is
affected due to the change in the initial condition on the cable. In
order to diminish the probability of motion induced damages and
creep rate change, AFL recommends that tensioning and anchoring
of the OPGW to the structure and removal of the stringing blocks be
completed no later than 48 hours after pulling in the cable.
There are several ways to lift the OPGW from the stringing blocks
in order to install the hardware. A come-along is attached on both
sides of the block and a coffin hoist is placed over the tower arm. The
hooks of the coffin hoist are attached to the come-along and jacked
up to form a small loop in the OPGW. The block can then be removed
and the armor rods can be placed on the OPGW then attached to the
structure. Alternately, certain types of preformed wire grips can be
used instead of come-along. The preformed grip can be used once as
a come-along and then used permanently in the next span.
If vibration dampers are required for this span, these should be placed
on the OPGW immediately after clipping in. Dampers may not be
required at every structure; their locations will be specified by the
utility or AFL. A drawing of an AFL Stockbridge damper is shown in
Figure 8.
Figure 8—Stockbridge Damper
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Installation InstructionsWI-0298 Rev 1
7.0 Splice Points
Splice points will be located at the beginning and end of each OPGW reel. After completion of sagging and clipping, the surplus OPGW
should be coiled and attached temporarily to the tower. Coils should be approximately 3.5 to 5 feet (1 to 1.5 meters) in diameter. The
coils should be fixed on the tower to prevent any damage to the OPGW prior to splicing.
The exposed ends of the OPGW should be re-sealed to prevent moisture from entering the fiber units. The cable reel may be supplied with
a pair of plastic caps for sealing the cable ends. Electrical tape, RTV silicone, or other means can also be used for this purpose.
The OPGW will be trained down the tower and to the ground for splicing. Do not cut off any excess length of the OPGW at this time.
To facilitate splicing, the OPGW should extend a minimum of 75 feet (23 meters) beyond the bottom of the tower. The length of OPGW
running down the tower should be attached to the structure using appropriate guide clamps, spaced every 6 to 8 feet (1.8 to 2.4 meters)
of running length. Several types of guide clamps are illustrated in Figure 9.
Figure 9—OPGW Guide Clamps and Bonding Clamps
Tower Bonding ClampTower Guide Clamp
The splice enclosure will typically be installed on the structure between 15 and 20 feet (4.5 to 6 meters) above the ground. In most cases,
it will be desirable to store extra cable on the tower. This will allow the splice box to be removed and lowered to the ground if it is ever
necessary. This can be accomplished with a simple loop of OPGW below the splice box or by permanently storing a coil of OPGW higher
on the tower.
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Installation InstructionsWI-0298 Rev 1
8.0 Anchoring the Optical Units in the Splice Enclosure
The following is an example of anchoring the optical units when installing AFL Loose Tube OPGW (Aluminum pipe designs) in an AFL
SB01-72 Splice Enclosure (See Figure 10).
• Once the pipe is removed, the fiber core should be cut to length and the binders removed.
• Unwind the optical units and set aside the aramid yarn in the center of the unit.
• Wind the optical units back into their original position and use electrical tape every 15 inches to secure the units. Leave the end of the
units free of tape so that the units can be prepped for splicing.
• Remove any excess aramid yarn, leaving at least 14-18 inches to tie off into the box.
• Secure the yarn to the eye bolt in the enclosure. (See Figure 10)
• Tape the units (duct tape is recommended) to the top outside radius of the box (See Figure 10). This will help support the units and
prevent damage of the units at the bushing.
• Tighten the retaining nut of the connector kit so that the bushing is sealed around the pipe.
• Repeat the previous steps for the remaining OPGW cable(s).
A similar procedure is available for AFL Tight Structure, HexaCore and CentraCore OPGW and AFL Opti-Guard Splice Enclosure.
** Ensuring that the optical core is “tied off” within the chosen splice enclosure (whether AFL splice enclosures or not) is a must. If not,
the optical core may work its way back into the cable over time, damaging the splice box contents and potentially affecting the optical
continuity. **
30 ft. (to free end
of cable)
Route Optical Units
Behind Yarn
Entry Bushing Seals
Around the Pipe
Tie Off Yarn
Duct Tape
Remove Binder Tape at
this point
Figure 10—Anchoring the Optical Units in the AFL SB01 Splice Enclosure
NOTE: There should be 30 ft of optical unit (s) prepped for each individual OPGW cable
that is to be inserted into the Splice Box. The 30 ft of optical unit (s) is divided two sections:
1: 20 ft from box to ground, and
2: 10 ft for storing and splicing. Should the Splice Box be mounted at a different height,
then adjust the amount of OPGW cable to be prepped, stored and spliced.
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Installation InstructionsWI-0298 Rev 1
Table 3—Recommended Values for Stringing and Handling OPGW
PARAMETER VALUE
Maximum OPGW Stringing Tension 20% (at tensioner) of the rated breaking strength
Minimum Bull Wheel Diameter for
Tensioners
70 x OD of OPGW
For larger diameter OPGW cables where 70 x OD exceeds 60" (~1.5 m), a 60” (~1.5 m) bull wheel may be used.
Please consult AFL in such cases.
Stringing Sheave (Root) Diameter
40 x OD of OPGW
Based on a sheave through angle of 45° and maximum stringing tension (at tensioner) of 20% of the rated strength
of the OPGW.
NOTE: Refer to Table 4 for additional information on minimum diameters of the stringing blocks for other conditions.
Minimum Cable Bending Radius
After Installation (Static): 15 x OD of OPGW
During Installation (Dynamic): 20 x OD of OPGW
NOTE: Based on actual OPGW size, etc., care must be taken when bending the OPGW to avoid kinking the strands
and damaging the optical fibers contained within the central pipe.
Minimum Permanent Bending
Radius
OPGW: 15 x OD of OPGW
Stainless Steel Tube: 45 x OD of stainless steel tube
Plastic Buffer Tubes: 3 in. (8 cm)
Optical Fibers: 1.5 in. (3.8 cm)
Swinging Angle of Stringing Block
Shall be controlled corresponding to the swinging angle of the OPGW stringing plane to help prevent the cable from
riding out of the traveler or excessive twisting during installation.
The cable should travel through the lowest part of the groove.
At angle structures, this is done by tying a support rope to the sheave to keep it suspended as shown in Figure 11.
REFERENCE A
Stringing and Handling OPGW Diameters and Bending Radius
The following guides apply to AFL OPGW Cable.
Figure 11—Tying a support rope to the sheave keeps it suspended to the stringing block.
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Installation InstructionsWI-0298 Rev 1
Table 4—Sheave Sizes for Different Stringing Angles
STRINGING OR LINE ANGLE SHEAVE SIZE (x OPGW OD)
Bull Wheel Diameter 70x
First and Last Structures 40x
Tangent Structures
Θ < 20° Stringing Angle 30x
20° < Θ < 45° Stringing Angle 40x
45° < Θ < 60° Stringing Angle 50x
60° < Θ < 90° Stringing Angle 60x
90° < Θ Stringing Angle No Go
The following are minimum diameters of stringing blocks at:
Sheave Size Recommendations
The following sheave diameters are recommended for their respective stringing angles in Table 4. These sizes are considered satisfactory
if the pulling line slope is at least three horizontal to one vertical from the traveler to the site and the stringing tension does not exceed
20% of the OPGW’s rated breaking strength.
Tower
Stringing Block
OPGW
Stringing Plane
δ
θ/2 θ/2
Figure 12—Stringing angles and sheave size diagram
14
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OP
G
W
AP
P
L
Y

H
E
A
V
Y

L
A
Y
E
R
OF

E
L
E
C
T
R
I
C
A
L

T
A
P
E
AP
P
L
Y

H
E
A
V
Y

L
A
Y
E
R
OF

E
L
E
C
T
R
I
C
A
L

T
A
P
E
AP
P
L
Y

H
E
A
V
Y

L
A
Y
E
R
OF

E
L
E
C
T
R
I
C
A
L

T
A
P
E
AP
P
L
Y

H
E
A
V
Y

L
A
Y
E
R
OF

E
L
E
C
T
R
I
C
A
L

T
A
P
E
1’
1’
0.
3
0

m
0.
3
0

m
4.
6

m
15
’
1’
1’
0.
3
0

m
0.
3
0

m
4.
6

m
15
’
1’
1’
0.
1
5

m
0.
3
0

m
6”
8’
2.
4
4

m
8’
2.
4
4

m
Ap
p
e
n
d
i
x

3

An
t
i
-
R
o
t
a
t
i
o
n
a
l

D
e
v
i
c
e

E
x
a
m
p
l
e

(
A
t
t
a
c
h
e
d

D
i
r
e
c
t
l
y

t
o

t
h
e

O
P
G
W
)
SECTION 000
GENERAL PROJECT INFO

A
B
C
D
DS. DR
DR. ST
2/5/2021
ISSUED FOR 60%
UPDATE
W.O. 27520569
IPC/PEI
HUNTINGTON‐QUARTZ 138 Kv
TRANSMISSION LINE #423
TABLE OF CONTENTS
CONSTRUCTION DRAWINGS
IPC/PEI
1
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
0
0
0
.
0
0
1
138KV LINE #423
TABLE OF CONTENTS
CONSTRUCTION SEASON 2023
SCALE : NA DATE: 12/20/2019
SHT.
GROUNDING DRAWINGS
MISCELLANEOUS DRAWINGS
REVISIONS
12/20/2019
ISSUED FOR REVIEW
W.O.
23A-73929-120 STRUCTURE LIST
23A-73929-200 SITE MAP
001.001
23A-73929-900 STRUCTURE REMOVAL
DRAWING SERIES GENERIC DESCRIPTION OF DRAWING SERIES
23A-73929-000 GENERAL PROJECT INFO
23A-73929-110 CONSTRUCTION STAKING
23A-73929-210 PLAN AND PROFILE
23A-73929-300 BILL OF MATERIAL
23A-73929-560 GUY & ANCHOR DRAWINGS
23A-73929-400 FOUNDATIONS
23A-73929-500 ASSEMBLY DRAWINGS
23A-73929-530 CONDUCTOR DRAWINGS
23A-73929-540 DISTRIBUTION DRAWINGS
23A-73929-550 COMMUNICATION DRAWINGS
12/18/2020
ISSUED FOR 60%
REVIEW
W.O. 27520569
IPC/PEI
6/26/2021
ISSUED FOR BID
W.O. 27520569
IPC/PEI
23A-73929-700 STRINGING DRAWINGS
WIRE ATTACHMENTS23A-73929-800
23A-73929-010 STRUCTURE CROSSING PERMITS
23A-73929-580
23A-73929-590
23A-73929-600 LOAD & DESIGN DRAWINGS
23A-73929-570 BRACE & CROSSARM DRAWINGS
23A-73929-510 OHGW DRAWINGS
23A-73929-520 OPGW DRAWINGS
SECTION 010
CROSSING PERMITS

2
2
8
0
+
0
0
2260+00
22
7
0
+
0
0
7.8
47.246.445.0
14
1
0
+
0
0
14
2
0
+
0
0
7.8
47.246.445.0
14
6
0
+
0
0
14
7
0
+
0
0
7.8
47.246.445.0
22
8
0
+
0
0
22
9
0
+
0
0
7.8
47.246.445.0
SECTION 110
CONSTRUCTION STAKING

A
269 HF-TAN C/L Hub 9041752.285 268630.446 2337.878
269 HF-TAN Back Ref Stake C/L Hub 9041758.58 268622.676 2337.162
269 HF-TAN Ahead Ref Stake C/L Hub 9041745.991 268638.216 2337.609
269 HF-TAN Left Ref Stake LP 9041722.565 268606.368 2337.878 B
269 HF-TAN LP 9041745.875 268625.253 2337.878
269 HF-TAN Right Ref Stake RP 9041782.006 268654.524 2337.878
269 HF-TAN RP 9041758.696 268635.64 2337.878
270 3PLA Left Ref Stake C/L Hub 9041196.573 269269.155 2377.017
270 3PLA Right Ref Stake C/L Hub 9041247.821 269300.359 2378.187 C
270 3PLA C/L Hub 9041222.197 269284.757 2377.44
270 3PLA Back Ref Stake C/L Hub 9041227.398 269276.216 2376.824
270 3PLA Ahead Ref Stake C/L Hub 9041216.996 269293.298 2377.832
270 3PLA Left Ref Stake Structure Hub 9041196.573 269269.155 2377.017
270 3PLA Right Ref Stake Structure Hub 9041247.821 269300.359 2378.187
270 3PLA Structure Hub 9041222.197 269284.757 2377.44
270 3PLA Back Ref Stake Structure Hub 9041227.398 269276.216 2376.824
DS. CN
DR. ST
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
12/18/2020
ISSUED FOR 60%
REVIEW
W.O. 27520569
IPC/PEI
00
HF-TAN-060-080 8
0
W.O. 00
00 IPC/PEI
00
00
00
00
00
00
8
00
00
REVISIONS
111.002 06
REF.(S) X
HUNTINGTON-QUARTZ
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
1
0
.
0
0
2
138kV LINE #423
CONSTRUCTION
2023 STAKING
SCALE: N/A DATE: 12/13/2019
SHT. 02
12/13/2019
ISSUED FOR REVIEW
0
MOD. EMB.
0
PROVIDED AS A SAMPLE ONLY.
ELECTRONIC COPY WILL BE PROVIDED AT IFC.
Y
NORTHING
(FT)
X
EASTING (FT)REV NO. STR NO. STR. TYPE STAKE DESCRIPTION
0
Z
ELEVATION
(FT) POLE PROPERTY
0
0
HF-TAN-060-080
SECTION 120
STRUCTURE LIST
A
BK AH
363 364 BLM HF-SWITCH 1028+40 50 1045 18294 80.0 10.0 80.0 10.0 (2) 400.001 500.003 (1) 510.005
(1) 520.005
(1) 520.007 (1) 530.006 (4) 560.002
(2) 580.001
(2) 580.004
364 365 PRIVATE HFT-L 1038+84 10 886 6837 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
365 366 PRIVATE HF-SWITCH 1047+71 12 1030 21678 95.0 11.5 95.0 11.5 (2) 400.001 500.003 (1) 510.005 (1) 520.006 (1) 530.006 (4) 560.002
(2) 580.001
(2) 580.004 B
366 367 PRIVATE HFT-L 1058+00 10 750 9386 100.0 12.0 100.0 12.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
367 368 PRIVATE HFT 1065+51 10 800 6874 70.0 9.0 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
368 369 BLM HFT 1073+51 10 639 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
369 370 BLM HFT-L 1079+90 10 929 7744 80.0 10.0 85.0 10.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
370 371 BLM HFT-LG 1089+19 10 412 7206 75.0 9.5 75.0 9.5 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
371 372 BLM HFT 1093+30 0 --353 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
372 373 BLM HFT 1096+83 0 --428 5770 55.0 7.5 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
373 374 BLM HFT-L 1101+11 10 426 6459 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
374 375 BLM 3PDE-0 1105+37 10 1662 11705 65.0 8.5 55.0 7.5 75.0 9.5 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
375 376 PRIVATE 3PDE-60 1121+99 43 --715 13669 85.0 10.5 65.0 8.5 85.0 10.5 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
376 377 PRIVATE HFT 1129+13 10 601 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
377 378 PRIVATE HFT 1135+14 10 449 5381 50.0 7.0 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
378 379 PRIVATE HFT 1139+64 10 442 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
379 380 PRIVATE HFT 1144+05 10 599 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
380 381 PRIVATE HFT 1150+05 10 602 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
381 382 PRIVATE HFT 1156+06 10 663 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
382 383 PRIVATE HFT 1162+69 10 625 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DS. JT
DR. SH
PROPERTY
NOTES:
1.DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2.MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)
4.IPC TO PROVIDE DESIGN INFORMATION FOR SHOO-FLY AT NELSON TAP AND ASH GROVE
STR ASSY
500 DWG
FNDASSY
400 DWG
MIN. EMB (FT) or
FND
>OPGW SPLICE
>START OF 2023 CONSTRUCTION
>NELSON TAP
>IPCO TO PROVIDE DESIGN OF FLYING TAP
>PROVIDE ADEQUATE SLACK IN FLYING TAP
>ASH GROVE
>IPCO TO PROVIDE DESIGN OF FLYING TAP INTO STATION
>PROVIDE ADEQUATE SLACK IN FLYING TAP
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
STR#EXT. STR
#CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
STR TYPE STA
STR. LOC TO EXISTING
06
REF.(S) X
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.001
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
IPC/PEI
6/25/2021
ISSUED FOR BID
CONSTRUCTION DRAWINGS
OHGW ASSY
510 DWG
OPGW ASSY
520 DWG
COND ASSY
530 DWG
REVISIONS
2/19/2021
ISSUED FOR REVIEW
GUYING ASSY
560 DWG CONSTRUCTION COMMENTS
GRNDING ASSY
580 DWG
LA
A
BK AH
383 384 PRIVATE HFT 1168+95 10 737 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
384 385 PRIVATE HFT-L 1176+32 -1 --997 7921 85.0 10.5 85.0 10.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
385 386 PRIVATE HFT 1186+29 10 570 7781 85.0 10.5 85.0 10.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
386 387 PRIVATE HFT 1191+99 10 601 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
387 388 PRIVATE HFT 1198+00 10 680 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
388 389 OREGON HWY HFT 1204+81 10 813 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
389 390 PRIVATE HFT 1212+93 10 588 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
390 391 PRIVATE HFT 1218+81 -40 290 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
391 392 PRIVATE 3PDE-60 1221+72 -45 --719 12454 75.0 9.5 60.0 8.0 75.0 9.5 (3) 400.001 500.006 (1) 510.005
(1) 520.006
(1) 520.007
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
392 393 PRIVATE HFT 1228+91 10 694 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
393 394 UNKNOWN HFT 1235+85 10 572 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
394 395 UNKNOWN HFT 1241+57 10 840 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
395 396 UNKNOWN HFT-L 1249+97 10 790 7567 80.0 10.0 80.0 10.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
396 397 UNKNOWN HFT-L 1257+87 10 845 6837 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
397 398 PRIVATE HFT 1266+33 10 516 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
398 399 PRIVATE 3PLA 1271+48 11 --550 13806 80.0 10.0 75.0 9.5 80.0 10.0 (3) 400.001 500.004 (1) 510.002 (1) 520.002 (3) 530.002
(1) 560.002
(2) 560.004
(3) 580.001
(3) 580.002
399 400 PRIVATE HFT 1276+98 268 7428 80.0 10.0 80.0 10.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DURKEE SUB-FRAME 13278 500.000 (1) 510.007 (1) 520.005
(1) 520.007 (6) 530.005
DURKEE SUB-FRAME 13278 500.000 (1) 510.007 (1) 520.005
(1) 520.007 (6) 530.005
400 401 PRIVATE HFT-L 1286+96 10 999 8677 90.0 11.0 90.0 11.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
>OPGW SPLICE
>COORDINATE WITH IPCO FOR DISTRO TRANSFER
>COORDINATE WITH IPCO FOR DISTRO TRANSFER
>OPGW SPLICE
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.002 06
A
BK AH
401 402 PRIVATE HFT 1296+94 10 581 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
402 403 PRIVATE HFT 1302+75 10 605 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
403 404 BLM HFT 1308+80 10 698 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
404 405 BLM HFT 1315+78 10 800 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
405 406 BLM HFT 1323+78 10 496 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
406 407 BLM HFT 1328+74 10 700 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
407 408 BLM HFT 1335+74 10 744 6874 75.0 9.5 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
408 409 PRIVATE HFT 1343+18 10 379 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
409 410 PRIVATE HFT-L 1346+97 10 484 6275 65.0 8.5 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
410 411 PRIVATE HF-DE 1351+81 22 943 16237 75.0 9.5 70.0 9.0 (2) 400.001 500.002 (1) 510.005 (1) 520.006
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
411 412 PRIVATE HFT 1361+23 81 588 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
412 413 PRIVATE HFT 1367+11 10 795 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
413 414 BLM HFT 1375+06 10 369 6135 65.0 8.5 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
414 415 PRIVATE HFT-L 1378+75 10 628 6091 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
415 416 PRIVATE HFT 1385+03 10 550 7428 80.0 10.0 80.0 10.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
416 417 PRIVATE HFT 1390+53 10 722 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
417 418 PRIVATE HFT 1397+75 10 777 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
418 419 PRIVATE HFT 1405+52 9 743 7781 85.0 10.5 85.0 10.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
419 420 PRIVATE HFT 1412+95 10 490 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
420 421 PRIVATE HFT 1417+85 10 545 7428 80.0 10.0 80.0 10.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.003 06
A
BK AH
421 422 PRIVATE HFT 1423+29 10 545 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
422 423 PRIVATE HFT 1428+74 10 845 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
423 424 BLM HFT-L 1437+19 0 --560 6459 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
424 425 BLM 3PDE-60 1442+81 -12 --894 12956 75.0 9.5 65.0 8.5 80.0 10.0 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
425 426 BLM HFT 1451+74 10 661 7970 85.0 10.5 90.0 11.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
426 427 BLM HFT 1458+35 10 482 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
427 428 BLM HFT 1463+17 10 692 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
428 429 BLM HFT 1470+10 10 751 7781 85.0 10.5 85.0 10.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
429 430 BLM HFT 1477+60 10 597 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
430 431 PRIVATE HFT 1483+58 10 637 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
431 432 PRIVATE HF-DE 1489+95 0 10 547 15003 60.0 8.0 60.0 8.0 (2) 400.001 500.002 (1) 510.005
(1) 520.005
(1) 520.007
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
432 433 PRIVATE 3PLA 1495+43 -11 --609 13384 75.0 9.5 70.0 9.0 70.0 9.0 (3) 400.001 500.004 (1) 510.002 (1) 520.002 (3) 530.002
(1) 560.002
(2) 560.004
(3) 580.001
(3) 580.002
433 434 PRIVATE HFT 1501+51 10 601 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
434 435 PRIVATE 3PDE-0 1507+53 10 1631 12224 80.0 10.0 55.0 7.5 70.0 9.0 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
435 436 PRIVATE HFT-LG 1523+84 143 553 7586 80.0 10.0 80.0 10.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
436 437 PRIVATE HFT 1529+36 10 398 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
437 438 PRIVATE HFT 1533+35 10 797 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
438 439 PRIVATE HFT-L 1541+31 10 797 6837 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
439 440 PRIVATE HFT-L 1549+28 10 909 5346 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
440 441 PRIVATE 3PDE-0 1558+37 10 1786 25248 95.0 11.5 75.0 9.5 95.0 11.5 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
>OPGW SPLICE
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.004 06
A
BK AH
441 442 BLM HFT-LG 1576+23 10 400 7028 75.0 9.5 70.0 9.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
442 443 PRIVATE HFT-LG 1580+23 10 1657 7396 80.0 10.0 75.0 9.5 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
443 444 BLM HFT-L 1596+79 10 1103 6459 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
444 445 BLM HFT-LG 1607+82 10 1687 7959 85.0 10.5 85.0 10.5 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
445 446 BLM HF-DE 1624+70 10 983 16982 80.0 10.0 80.0 10.0 (2) 400.001 500.002 (1) 510.005 (1) 520.006
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
446 447 BLM 3PDE-0 1634+53 16 1819 16882 110.0 13.0 85.0 10.5 105.0 12.5 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
447 448 PRIVATE HFT-LG 1652+72 10 596 8333 90.0 11.0 90.0 11.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
448 449 PRIVATE HFT-LG 1658+68 10 1594 6082 60.0 8.0 60.0 8.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
449 450 PRIVATE HFT-LG 1674+62 10 696 9728 105.0 12.5 105.0 12.5 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (2) 560.001
(2) 580.001
(2) 580.002
450 451 PRIVATE HF-DE 1681+57 10 400 14010 50.0 7.0 50.0 7.0 (2) 400.001 500.002 (1) 510.005
(1) 520.005
(1) 520.007
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
451 452 PRIVATE 3PDE-0 1685+58 10 1784 12484 75.0 9.5 60.0 8.0 75.0 9.5 (3) 400.001 500.006 (1) 510.005 (1) 520.006
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
452 453 PRIVATE HF-DE 1703+41 10 496 14248 50.0 7.0 55.0 7.5 (2) 400.001 500.002 (1) 510.005 (1) 520.006
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
453 454 PRIVATE HFT 1708+37 10 697 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
454 455 PRIVATE HFT 1715+35 10 593 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
455 456 BLM HFT-L 1721+27 10 992 5728 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
456 457 BLM HFT 1731+19 10 500 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
457 458 PRIVATE HFT 1736+19 10 274 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
458 459 PRIVATE HFT-LG 1738+94 10 1020 6851 70.0 9.0 70.0 9.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
459 460 PRIVATE HFT-L 1749+13 10 576 8677 90.0 11.0 90.0 11.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
460 461 PRIVATE HFT 1754+89 10 767 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
>MARKER BALLS ON OHGW AND OPGW
IPC/PEI
>OPGW SPLICE
REF.(S) X
NOTES:
1.DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2.MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.005 06
A
BK AH
461 462 PRIVATE HFT 1762+56 10 551 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
462 463 PRIVATE HFT-L 1768+07 15 570 5728 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
463 464 PRIVATE HFT 1773+77 15 845 8537 90.0 11.0 90.0 11.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
464 465 PRIVATE HFT-L 1782+22 10 891 7014 75.0 9.5 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
465 466 PRIVATE HFT-L 1791+13 12 526 5728 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
466 467 PRIVATE HFT 1796+39 10 735 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
467 468 PRIVATE HFT-L 1803+74 10 887 6837 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
468 469 PRIVATE HFT 1812+61 9 443 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
469 470 PRIVATE 3PLA 1817+05 -15 --453 11371 65.0 8.5 60.0 8.0 65.0 8.5 (3) 400.001 500.004 (1) 510.002 (1) 520.002 (3) 530.002
(1) 560.002
(2) 560.004
(3) 580.001
(3) 580.002
470 471 PRIVATE HFT 1821+57 10 816 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
471 472 PRIVATE HFT 1829+74 10 498 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
472 473 PRIVATE HFT 1834+71 10 678 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
473 474 PRIVATE HFT-L 1841+49 10 976 9031 95.0 11.5 95.0 11.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
474 475 PRIVATE HFT 1851+24 10 550 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
475 476 PRIVATE HFT 1856+75 10 538 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
476 477 PRIVATE HFT 1862+12 10 977 8537 90.0 11.0 90.0 11.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
477 478 PRIVATE HFT-L 1871+89 10 796 5728 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
478 479 PRIVATE HF-DE 1879+85 10 1014 16010 70.0 9.0 70.0 9.0 (2) 400.001 500.002 (1) 510.005 (1) 520.006
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
479 480 PRIVATE HFT-L 1889+99 10 607 6459 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
480 481 PRIVATE HF-DE 1896+06 10 390 14011 50.0 7.0 50.0 7.0 (2) 400.001 500.002 (1) 510.005
(1) 520.005
(1) 520.007
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
>OPGW SPLICE
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.006 06
A
BK AH
481 482 PRIVATE HFT-LG 1899+96 10 942 6081 60.0 8.0 60.0 8.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
482 483 PRIVATE HFT 1909+39 10 601 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
483 484 PRIVATE HFT 1915+40 10 598 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
484 485 PRIVATE HFT 1921+38 10 745 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
485 486 PRIVATE HFT-L 1928+83 10 1001 7190 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
486 487 BLM HFT-L 1938+84 10 943 6091 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
487 488 BLM HFT-LG 1948+26 12 374 8142 85.0 10.5 90.0 11.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
488 489 BLM HFT-LG 1952+00 10 965 6080 60.0 8.0 60.0 8.0 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
489 490 PRIVATE HF-DE 1961+66 9 949 14483 55.0 7.5 55.0 7.5 (2) 400.001 500.002 (1) 510.005 (1) 520.006
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
490 491 PRIVATE HFT 1971+15 12 495 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
491 492 PRIVATE HFT 1976+09 10 878 6509 70.0 9.0 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
492 493 PRIVATE HFT 1984+87 10 621 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
493 494 PRIVATE HFT 1991+08 10 649 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
494 495 PRIVATE HFT 1997+57 10 736 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
495 496 PRIVATE HFT 2004+93 12 512 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
496 497 PRIVATE HFT 2010+05 10 602 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
497 498 PRIVATE HFT 2016+07 10 848 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
498 499 PRIVATE HFT 2024+55 10 476 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
499 500 PRIVATE HFT 2029+31 13 522 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
500 501 PRIVATE HFT 2034+53 10 551 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
>COORDINATE WITH IPCO FOR DISTRO TRANSFER
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.007 06
A
BK AH
501 502 PRIVATE HFT 2040+03 10 653 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
502 503 PRIVATE HFT 2046+56 12 546 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
503 504 PRIVATE HFT 2052+03 9 603 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
504 505 PRIVATE HFT 2058+06 10 827 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
505 506 PRIVATE HFT-L 2066+32 10 767 5346 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
506 507 PRIVATE HFT-L 2073+99 10 979 8677 90.0 11.0 90.0 11.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
507 508 PRIVATE HFT-L 2083+79 10 569 6459 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
508 509 PRIVATE HF-DE 2089+48 10 531 14011 50.0 7.0 50.0 7.0 (2) 400.001 500.002 (1) 510.005
(1) 520.005
(1) 520.007
(3) 530.001
(6) 530.004 (4) 560.003 (2) 580.001
(2) 580.002
509 510 PRIVATE HFT 2094+78 10 619 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
510 511 PRIVATE HFT 2100+97 10 579 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
511 512 PRIVATE HFT 2106+76 10 522 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
512 513 PRIVATE HFT 2111+98 10 578 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
513 514 PRIVATE HFT 2117+77 10 759 5589 55.0 7.5 55.0 7.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
514 515 PRIVATE 3PLA 2125+35 6 --1108 17849 90.0 11.0 85.0 10.5 90.0 11.0 (3) 400.001 500.004 (1) 510.002 (1) 520.002 (3) 530.002
(1) 560.002
(2) 560.004
(3) 580.001
(3) 580.001
515 516 PRIVATE HFT-LG 2136+44 10 306 5715 55.0 7.5 55.0 7.5 (2) 400.001 500.001A (1) 510.001 (1) 520.001 (3) 530.001 (4) 560.001
(2) 580.001
(2) 580.002
516 517 PRIVATE HFT 2139+49 10 520 5207 50.0 7.0 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
517 518 PRIVATE HFT 2144+69 10 621 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
518 519 PRIVATE HFT 2150+91 10 879 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
519 520 PRIVATE HFT-L 2159+69 10 1054 7921 85.0 10.5 85.0 10.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
520 521
STATE OF
OREGON HFT-L 2170+23 10 629 6091 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
>OPGW SPLICE
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.008 06
A
BK AH
521 522 PRIVATE HFT 2176+53 2 --907 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
522 523 PRIVATE HFT-L 2185+60 10 696 6837 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
523 524
STATE OF
OREGON HFT 2192+56 10 600 5381 55.0 7.5 50.0 7.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002 B
524 525 PRIVATE HFT 2198+56 10 599 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
525 526 PRIVATE HFT 2204+54 10 580 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
526 527 PRIVATE HFT 2210+34 10 813 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
527 528 PRIVATE HFT 2218+48 10 604 7050 75.0 9.5 75.0 9.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
528 529 PRIVATE HFT 2224+51 10 881 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
529 530 PRIVATE HFT 2233+32 10 621 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
530 531 PRIVATE HFT 2239+52 10 667 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
531 532 PRIVATE HFT 2246+20 10 879 5951 60.0 8.0 60.0 8.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
532 533 PRIVATE HFT 2254+99 10 650 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
533 534 PRIVATE HFT 2261+49 10 414 6319 65.0 8.5 65.0 8.5 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
534 535 PRIVATE 3PDE-90 2265+62 -93 --761 12220 75.0 9.5 60.0 8.0 75.0 9.5 (3) 400.001 500.007 (1) 510.007 (1) 520.006 (6) 530.004 (6) 560.003
(3) 580.001
(3) 580.002
535 536 PRIVATE 3PMA 2273+23 -19 --470 14065 80.0 10.0 65.0 8.5 80.0 10.0 (3) 400.001 500.005 (1) 510.003 (1) 520.003 (3) 530.003
(1) 560.002
(2) 560.004
(3) 580.001
(3) 580.002
536 537 PRIVATE HFT 2277+93 10 625 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
537 538 PRIVATE HFT 2284+18 10 434 6698 70.0 9.0 70.0 9.0 (2) 400.001 500.001 (1) 510.001 (1) 520.001 (3) 530.001
(2) 580.001
(2) 580.002
538 539 PRIVATE 3PDE-0 2288+52 9244 55.0 7.5 40.0 6.0 55.0 7.5 (3) 400.001 500.006 (1) 510.005 (1) 520.005
(1) 520.007
(6) 530.004
'(3) 530.007 (6) 560.003 (3) 580.001
(3) 580.002
QRTZ SUB-FRAME 500.000 (1) 510.005 (1) 520.004
(1) 520.007 (6) 530.004
DS. JT
DR. SH
CONSTRUCTION DRAWINGS REVISIONS
LA
ALIGNMENT INFORMATION LEFT POLE MIDDLE POLE RIGHT POLE
STR#EXT. STR
#PROPERTY STR TYPE STA OHGW ASSY
510 DWG
STR. LOC TO EXISTING
SPAN
AHEAD (FT)
EST. STR
WEIGHT
(LBS)
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
CLASS &
HEIGHT (FT)
MIN. EMB (FT) or
FND
FNDASSY
400 DWG
STR ASSY
500 DWG
6/25/2021
OPGW ASSY
520 DWG
COND ASSY
530 DWG
GUYING ASSY
560 DWG
GRNDING ASSY
580 DWG CONSTRUCTION COMMENTS
2/19/2021
ISSUED FOR REVIEW
ISSUED FOR 60% REVIEW-UPDATE
IPC/PEI
ISSUED FOR BID
IPC/PEI
>OPGW SPLICE
>OPGW SPLICE
REF.(S) X
NOTES:
1. DAMPER LOCATION AND SPACING SHOWN ON 23A-73929-800
2. MARKER BALL LOCATION AND SPACING SHOWN ON 23A-73929-810
3. CONSTRUCTION FOR 2023 (363-QUARTZ SUB)VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
1
2
0
HUNTINGTON - QUARTZ
138kV LINE #423
CONSTRUCTION
2024 STRUCTURE LIST
SCALE : NA DATE 12/20/2019
SHT. 1 121.009 06
SECTION 200
SITE MAP
→
SECTION 210
PLAN AND PROFILE

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SECTION 300
BILL OF MATERIAL

CATID NO. QTY UNIT
3PDE-0_040M 1 Each A
3PDE-0_055M 2 Each
3PDE-0_055 2 Each
3PDE-0_060M 1 Each
3PDE-0_065 1 Each
3PDE-0_070 1 Each A
3PDE-0_075M 1 Each
3PDE-0_075 3 Each
3PDE-0_080 1 Each
3PDE-0_085M 1 Each
3PDE-0_095 2 Each
3PDE-0_105 1 Each
3PDE-0_110 1 Each
3PDE-60_060M 1 Each
3PDE-60_065M 2 Each
3PDE-60_075 3 Each
3PDE-60_080 1 Each
3PDE-60_085 2 Each
3PDE-90_060M 1 Each
3PDE-90_075 2 Each
3PLA-07M 1 Each
3PLA-060M 1 Each
3PLA-065 2 Each
3PLA-070M 1 Each
3PLA-070 1 Each
3PLA-075 1 Each
3PLA-080 2 Each
3PLA-085M 1 Each
3PLA-090 2 Each
3PMA-065M 1 Each
3PMA-080 2 Each
CID 8760 174 Each
CID 46575 17 Each
HF-DE-050 7 Each
HF-DE-055 3 Each
HF-DE-060 2 Each
HF-DE-070 3 Each
HF-DE-075 1 Each
HF-DE-080 2 Each
HF-SWITCH-095 2 Each
HF-TAN-050 18 Each
DS. JT
DR. SH
Steel Pole property: HF-DE-050
Steel Pole property: 3PLA-085M
DESCRIPTION
Steel Pole property: HF-TAN-050
Steel Pole property: 3PDE-0_040M
Steel Pole property: 3PDE-0_055M
Steel Pole property: 3PDE-0_055
Steel Pole property: 3PDE-0_060M
Steel Pole property: 3PDE-0_065
Steel Pole property: 3PDE-0_070
Steel Pole property: HF-SWITCH-095
Steel Pole property: HF-DE-080
Steel Pole property: HF-DE-070
Steel Pole property: HF-DE-075
Steel Pole property: HF-DE-055
Steel Pole property: HF-DE-060
AERIAL SIGN BRACKET FOR 6" ADHESIVE BACKED NUMBERS
Steel Pole property: 3PDE-0_080
Steel Pole property: 3PDE-0_085M
Steel Pole property: 3PDE-90_060M
Steel Pole property: 3PDE-90_075
Steel Pole property: 3PDE-60_080
Steel Pole property: 3PDE-60_085
Steel Pole property: 3PDE-60_065M
Steel Pole property: 3PDE-60_075
SHT.
Steel Pole property: 3PDE-0_110
Steel Pole property: 3PDE-60_060M
Steel Pole property: 3PDE-0_095
Steel Pole property: 3PDE-0_105
Steel Pole property: 3PLA-070
Steel Pole property: 3PLA-075
Steel Pole property: 3PLA-065
Steel Pole property: 3PLA-070M
Steel Pole property: 3PLA-075M
Steel Pole property: 3PLA-060M
Steel Pole property: 3PMA-080
ALUMINUM PLATES FOR 4" ADHESIVE BACKED NUMBERS
Steel Pole property: 3PLA-090
Steel Pole property: 3PMA-065M
Steel Pole property: 3PLA-080
HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CU CODES
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
IPC/PEI
1
REVISIONS
5/26/2021
ISSUED FOR REVIEW
W.O. 27520569
Steel Pole property: 3PDE-0_075M
Steel Pole property: 3PDE-0_075
310.001 06
REF. (S) x
VA
U
L
T
#

2
3
A
-
7
3
9
2
9
-
3
1
0
IPC/PEI
6/26/2021
ISSUED FOR BID
W.O. 27520569
CATID NO. QTY UNIT
HF-TAN-055 33 Each A
HF-TAN-060 34 Each
HF-TAN-065 42 Each
HF-TAN-070 35 Each
HF-TAN-075 32 Each
HF-TAN-080 6 Each A
HF-TAN-085 7 Each
HF-TAN-090 5 Each
HF-TAN-L-050 4 Each
HF-TAN-L-055 10 Each
HF-TAN-L-060 13 Each
HF-TAN-L-065 11 Each
HF-TAN-L-070 14 Each
HF-TAN-L-075 7 Each
HF-TAN-L-080 6 Each
HF-TAN-L-085 8 Each
HF-TAN-L-090 9 Each
HF-TAN-L-095 2 Each
HF-TAN-L-100 2 Each
HF-TAN-L-105 2 Each
TAN36 168 Each
TCLV58 783 Each
TCLVYB 51 Each
TCS3 153 Each
TCS715A 519 Each
TCS5484 155 Each
TD715C 12 Each
TD5484B 47 Each
TDG12DISC36 273 Each
TDG12L 9 Each
TDSTILTIMP 132 Each
TDSWDE38C 6 Each
TGS72 282 Each
TI10BS40K 1656 Each
TI138BLPF 12 Each
TI138HPS 27 Each
TI138S 477 Each
TI230S40K 6 Each
TOPGWSPL24 10 Each
TR38 179 Each
TR715 655 (ft)
DS. JT
DR. SH 1 310.002 06
REF. (S) x
VA
U
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#

2
3
A
-
7
3
9
2
9
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3
0
0
HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CU CODES
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
CU: 3459, CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC
CU: 5314-1, 3670-1, 5320-1, 5325-1, 4061-1, GRIP, GUY, AUTO F/1/2" EHS GUY STR EXTRA LONG BAIL F/MULTIPLE GUYS
CU: 47859-1, 45846-1, 4838-1, DEADEND, IMPLOSIVE, DE, F/ 715 STILT 24/7, W/4H NEMA PAD
CU: 48602-1, 38642-1, DEADEND, COMPRESSION, QUICK-COMPRESS F/ 3/8"EHS W/ NO TONGUE
CU: 4727-1, 5320-1, 5361-1, INSULATOR, GUY STRAIN, 7' HD FBGL 30000 LB MIN BRKG STR 78"X3/4"
CU: 4779, INSULATOR, SUSPENSION, PORCELAIN 10" BALL & SCKT 5-3/4" SPACING 40000
CU: 54349-1, 5119-1, 5181-1, 5342-1, 5251-1 ASSEMBLY, LINE POST, 138KV,BRACED LINE POST ASSEMBLY, W/ FLAT BASE
CU: 4745-1, 5119-1, 5181-4, 5342-4, 5351-4, INSULATOR, LINE POST, POLYMER HORIZONTAL 138KV, FLAT BASE , 1050 LBS
CU: 4786, INSULATOR, SUSPENSION, POLYMER 138KV STEEL TOWER 10000 LB LOAD WY
CU: 4794, INSULATOR 230KV POLYMER SUSP/DE 20/40 K FOR STEEL INSULATOR
CU: 40886-1, 46111-1, 47389-1, 41758-1, 41753-1, 41759-1, BRACKET, CABLE, EXTERNAL COIL BRACKET, F/STORING EXTRA LENGTH OF
CU: 39205, SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, CL-A
CU: 47954-1, 3670-1, 5320-1, 47954-1, 5325-1, GRIP, GUY, AUTO F/1/2" EHS GUY TO FIT ON 36" DISK ANCHORS W/ LARGE HEA
Steel Pole property: HF-TAN-L-095
Steel Pole property: HF-TAN-L-100
Steel Pole property: HF-TAN-L-105
CU: 38631-1, 38635-1, ANCHOR, DISK, 36" CORROSION RESISTANT, 1/2" THICKNESS F/USE W/1-1/4" R
CU: 4838, SHACKLE, ANCHOR, HOT DIPPED GALV STL 5/8" BOLT NUT & S.S. COTTER KEY
CU: 4816, CLEVIS, BALL, Y GALV 3/4" BOLT, NUT & S.S. COTTER KEY 30000 LB ULT STR
CU: 4115, CLAMP, SUSPENSION, FERROUS, .3"-.7", HOT DIPPED GALV DUCTILE IRON BOD
CU: 4108, CLAMP, SUSPENSION, ALUM, 1.25-1.82", W/SOCKET EYE CONNECTOR & S.S.
CU: 45873-1, 56234-1, 56248-1, CLAMP, SUSPENSION, CLAMP, SUSPENSION,W/ARMOR ROD, F/OPGW DIA
CU: 4184-1, 4838-1, 40077-1, DEADEND, COMPRESSION, ALUM, F/715.5 24/7 STILT, W/VERT EYE 15 DEG
CU: 45871-1, 56234-1, 45872-1, DEADEND, BOLTED, 8-BOLT PATTERN, F/DNO-5484 OPGW, **ENGR MUST VERIF
Steel Pole property: HF-TAN-L-090
Steel Pole property: HF-TAN-L-050 W.O. 27520569
Steel Pole property: HF-TAN-L-055 IPC/PEI
Steel Pole property: HF-TAN-L-060
Steel Pole property: HF-TAN-L-065
Steel Pole property: HF-TAN-L-070
Steel Pole property: HF-TAN-L-075
Steel Pole property: HF-TAN-L-080
Steel Pole property: HF-TAN-L-085
Steel Pole property: HF-TAN-080 6/26/2021
Steel Pole property: HF-TAN-085 ISSUED FOR BID
Steel Pole property: HF-TAN-090
Steel Pole property: HF-TAN-065
Steel Pole property: HF-TAN-070 W.O. 27520569
Steel Pole property: HF-TAN-075 IPC/PEI
DESCRIPTION REVISIONS
Steel Pole property: HF-TAN-055 5/26/2021
Steel Pole property: HF-TAN-060 ISSUED FOR REVIEW
CATID NO. QTY UNIT
TR5484 201 (ft)A
TRD715 516 Each
TSWDE38IMP 43 Each
TSWHAPE 1 Each
3-8 EHS-P6 1 Each
3-8 EHS-P7 1 Each A
3-8 EHS-P8 1 Each
3-8 EHS-P9 1 Each
3-8 EHS-P10 1 Each
3-8 EHS-P11 1 Each
3-8 EHS-P12 1 Each
OPGW-7 1 Each
OPGW-8 1 Each
OPGW-9 1 Each
OPGW-10 1 Each
OPGW-11 1 Each
STILT-P6 1 Each
STILT-P7 1 Each
STILT-P8 1 Each
STILT-P9 1 Each
STILT-P10 1 Each
STILT-P11 1 Each
STILT-P12 1 Each
DS. JT
DR. SH
DESCRIPTION REVISIONS
CU: 45870, WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED 5/26/2021
CU: 4210, ARMOR ROD FOR 715 ACSR OD 1.671" ROD, ARMOR, ALUM, BLUE, F/715 24/7 & 795 45/7 ACSR CND, STILT/TERN, 12 ISSUED FOR REVIEW
CU: 43359, SHIELD WIRE DEADEND 3/8 EHS IMPLOSIVE
CU: 4115-2, 4816-2,4856-2,13605-1, RUNNING ANGLE YOKE PLATE W/ CLAMP, SUSPENSION, FERROUS, .3"-.7", HOT DIPPED GALV DUCTILE IRON BOD W.O. 27520569
3-8 EHS P6 20300 (STR 363-391)IPC/PEI
3-8 EHS P7 7100 (STR 391-DRK)6/26/2021
3-8 EHS P8 22000 (STR DRK-431)ISSUED FOR BID
3-8 EHS P9 20100 (STR 431-450)
STILT P6 6X10300 (STR 363-391)
3-8 EHS P10 22500 (STR 450-480)W.O. 27520569
3-8 EHS P11 20300 (STR 480-508)IPC/PEI
3-8 EHS P12 21100 (STR 508-539)
OPGW REEL#7-22500' (STR 399-431)
OPGW REEL#8-20500' (STR 431-450)
OPGW REEL#9-22800' (STR 450-478)
OPGW REEL#10-20600' (STR 478-508)
OPGW REEL#11-21500' (STR 508-539)
STILT P7 3X7300 (STR 391-DRK)
STILT P8 6X11200 (STR DRK-431)
STILT P9 6X10300 (STR 431-450)
STILT P10 6X11500 (STR 450-480)
STILT P11 6X10300 (STR 480-508)
STILT P12 6X10700 (STR 508-539)
1 310.003 06
REF. (S) x
VA
U
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#

2
3
A
-
7
3
9
2
9
-
3
0
0
HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CU CODES
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
CATID NO. QTY UNIT
1701-2 44 Each A
1706AA-9 48 Each
1706AA-15 63 Each
3459-7300x3 21900 (ft)
3459-10300x6 185400 (ft)
3459-10700x6 64200 (ft)B
3459-11200x6 67200 (ft)
3459-11500x6 69000 (ft)
3657 10 (ft)
3671 28700 (ft)
3852 185 Each
3853 1462 Each
3876 3 Each
4060 48 Each
4090 733 Each
4108 519 Each
4115 155 Each
4184 12 Each
4210 516 Each
4305 30 Each
4312 21 Each
4727 282 Each
4745 27 Each
4779 1656 Each
4786 477 Each
4794 6 Each
4816 51 Each
4819 150 Each
4831 212 Each
4838 927 Each
4841 5 Each
4844 144 Each
4845 80 Each
4846 306 Each
4856 310 Each
5034 733 Each
5105 2 Each
5115 2 Each
5119 156 Each
5142 2 Each
5143 2 Each
DS. JT
DR. SH
EYE, BALL, OVAL, GALV, 1" X 2", OVAL EYE OPENING
CLEVIS, BALL. Y GALV 7/8" BOLT, NUT &: S.S. COTTER KEY 50000 LB ULT STR, ANSI 52-8
DESCRIPTION
BOLT, GALVANIZED, MACHINE, 7/8 INCH X 26 INCH WITH SQUARE HEAD AND ONE SQUARE NUT
DAMPER, STOCKBRIDGE, 3/8" EHS 7-STRAND
DAMPER, STOCKBRIDGE, ACSR 715
DAMPER, STOCKBRIDGE, ACSR 715,ON ARMOR ROD
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 7300' REEL X 3
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 10300' REEL X 6
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 10700' REEL X 6
BOLT, GALVANIZED, MACHINE, 7/8 INCH X 24 INCH WITH SQUARE HEAD AND ONE SQUARE NUT
BOLT, MACHINE, 3/4" X 3", GALV W/SQ HEAD & ONE SQ NUT MACHINE BOLT
BOLT, GALVANIZED, MACHINE, 5/8 INCH X 6 INCH WITH SQUARE HEAD AND ONE SQUARE NUT
BOLT, GALVANIZED, MACHINE, 5/8 INCH X 26 INCH WITH SQUARE HEAD AND ONE SQUARE NUT
CONNECTOR, SOCKET EYE, 3/4" EYE WIDTH, 11/16" EYE DIA, 5/8" BOLT S.S.,
ROD, GROUND, 5/8" X 8', CU BONDED, MEETING ANSI C-33.8-1972
CLEVIS, GALV, THIMBLE, W/BOLT NUT &SS COTTER KEY 0.88" GROOVE MIN
CONDUCTOR, CU, CW #6 SOLID BARE DEAD SOFT ANNEALED 40% CONDUCTIV
GUY WIRE, GALV, EHS, 1/2", 7-STRAND, CL-A
ARMOR ROD FOR 715 ACSR OD 1.671" ROD, ARMOR, ALUM, BLUE, F/715 24/7 & 795 45/7 ACSR CND, STILT/TERN, 12
SPLICE, FULL TENSION, SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND
CLAMP, SUSPENSION, FERROUS, .3"-.7", HOT DIPPED GALV DUCTILE IRON BOD
DEADEND, COMPRESSION, ALUM, F/715.5 24/7 STILT, W/VERT EYE 15 DEG
CLAMP, GROUND ROD, U-BOLT BRONZE F/5/8" ROD & WIRE RANGE #4 SOLID T
CLAMP, SUSPENSION, ALUM, 1.25-1.82", W/SOCKET EYE CONNECTOR & S.S.
SHT.
CONNECTOR, TAP, TLS LUG #2 SOLID TO 350 STR CONDUCTOR TIN PLATED
CLAMP, PG, ALUM, 1-BOLT #6-2/0 MANLINE, #6-2/0 TAP
CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO 1/0 STR BRONZE
CONNECTOR, CU, TYPE VISE, XFMR CASE GRD #3 SOLID TO 4/0 STR BRONZE
INSULATOR, SUSPENSION, POLYMER 138KV STEEL TOWER 10000 LB LOAD WY
INSULATOR 230KV POLYMER SUSP/DE 20/40 K FOR STEEL INSULATOR
INSULATOR, LINE POST, POLYMER HORIZONTAL 138KV, FLAT BASE , 1050 LBS
INSULATOR, SUSPENSION, PORCELAIN 10" BALL & SCKT 5-3/4" SPACING 40000
SPLICE, FULL TENSION,CONDUCTOR, ACSR 715.5 24/7
INSULATOR, GUY STRAIN, 7' HD FBGL 30000 LB MIN BRKG STR 78"X3/4"
SOCKET, CLEVIS, 30,000 LB ULT 5/8" PIN F/ANSI 52-3" & 5" CLASS 4-1/2" LONG
SOCKET, CLEVIS, 50,000 LB ULT 7/8" PIN F/HOT LINE ANSI 52-8" & 11" CLASS
SHACKLE, ANCHOR, HOT DIPPED GALV STL 3/4" BOLT NUT & S.S. COTTER KEY 2-3/4" D 1-1/16" OP, 40,000 ULT
SHACKLE, ANCHOR, HOT DIPPED GALV STL 5/8" BOLT NUT & S.S. COTTER KEY
CLEVIS, BALL, Y GALV 3/4" BOLT, NUT & S.S. COTTER KEY 30000 LB ULT STR
HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
IPC/PEI
1
REVISIONS
5/26/2021
ISSUED FOR REVIEW
W.O. 27520569
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 11200' REEL X 6
CONDUCTOR, ALUM, ACSR 715.5 24/7 STILT NON-SPECULAR PER SPEC, 11500' REEL X 6
311.001 06
REF. (S) x
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3
A
-
7
3
9
2
9
-
3
1
0
IPC/PEI
6/26/2021
ISSUED FOR BID
W.O. 27520569
CATID NO. QTY UNIT
5180 4 Each A
5181 156 Each
5182 4 Each
5279 2 Each
5314 105 Each
5320 432 Each B
5325 282 Each
5341 4 Each
5342 156 Each
5343 4 Each
5350 6 Each
5351 156 0
5352 4 Each
5361 70 Each
5377 1 Each
5794 10 Each
13605 111 Each
16688 20 Each
16690 20 Each
16693 20 Each
16751 2 Each
22147 2 Each
22150 4 Each
24678 37 Each
24679 37 Each
24680 37 Each
24682 72 Each
24683 128 Each
24684 67 Each
24687 34 Each
24688 38 Each
24689 38 Each
24690 37 Each
28809 9225 (ft)
38251O-3/8 2 Each
38251O-DNO5484 2 Each
38251W-3/8 1 Each
38251W-DNO5484 1 Each
38251Y-3/8 1 Each
38251Y-DNO5484 1 Each
38631 177 Each
DS. JT
DR. SH 1 311.002 06
REF. (S) x
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HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
ANCHOR, DISK, 36" CORROSION RESISTANT, 1/2" THICKNESS F/USE W/1-1/4" R
#6 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#7 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#8 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#9 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
CONDUCTOR, CU, BARE 2/0 19-STR SOFT DRAWN CU CND 61' COIL P/MATL 6-2
36" MARKER BALL, ORANGE, 3/8 EHS (0.36")
36" MARKER BALL, ORANGE, DNO5484 (0.522")
36" MARKER BALL, WHITE, 3/8 EHS (0.36")
36" MARKER BALL, WHITE, DNO5484 (0.522")
36" MARKER BALL, YELLOW, 3/8 EHS (0.36")
36" MARKER BALL, YELLOW, DNO5484 (0.522")
#5 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
BOLT, HEX, 1/2" X 1", THREADED, DURIUM, NC
WASHER, FLAT, 1/2", DURIUM
WASHER, SPLIT LOCK LOCK WASHER, 1/2" DURIUM
GROUND CONNECTOR, #6 SOLID CU. (1.62") TO 2.25" ANCHOR BOLT
WASHER, COIL, DOUBLE, SPRING LOCK, GALV, W/11/16" HOLE
WASHER, COIL, DOUBLE, SPRING LOCK, GALV, W/15/16" HOLE
#0 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#1 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#2 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#3 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#4 4" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
YOKE, STRAIN, 40000 LB, 18" SPACING, TRIANGULAR
NUT, MALLEABLE FORGED, 3/4", GALV SQUARE LOCKNUT W.O. 27520569
NUT, MALLEABLE FORGED, 7/8", GALV SQUARE LOCKNUT IPC/PEI
NUT, GALV, PLAIN GALV NUT, F/ 5/8" MACHINE BOLT
NUT, GALV, PLAIN, 3/4"
NUT, GALV, PLAIN GALV NUT, F/ 7/8" A325 MACHINE BOLT
SHEAVE, ROLLER, GUY GALV 2-3/8" DIA 27/32" WIDTH 13/16" HOLE
MAT, GROUND, STEEL, PERMANENT PLACEMENT, F/POLE TOP SWITCH
UNISTRUT, T-SERIES, 1 5/8" X 1 5/8" X 1 5/8" X 10' LENGTH, WITH 9/16" X 2" SLOTTED HOLES {FIELD CUT TO 4' LENGTHS)
GRIP, GUY, GALV FORMED WIRE F/1/2" EHS GUY STRAND 6/26/2021
GUARD, GUY, 8', YELLOW PVC, FULL-ROUND TUBE SLOTTED DESIGN, F/1/2" EH ISSUED FOR BID
NUT, MALLEABLE FORGED, 5/8", GALV SQUARE LOCKNUT
WASHER, ROUND, 15/16" HOLE GALV
CLIP, BONDING, GALV F/5/8" SQUARE NUT W.O. 27520569
GRIP, GUY, AUTO F/1/2" EHS GUY STR EXTRA LONG BAIL F/MULTIPLE GUYS IPC/PEI
DESCRIPTION REVISIONS
WASHER, ROUND, 11/16" HOLE GALV ROUND WASHER 5/26/2021
WASHER, ROUND, 13/16", GALV ROUND WASHER ISSUED FOR REVIEW
CATID NO. QTY UNIT
38635 177 Each A
38642 96 Each
39205-7100 7100 (ft)
39205-20100 20100 (ft)
39205-20300 40600 (ft)
39205-21100 21100 (ft)B
39205-22000 22000 (ft)
39205-22500 22500 (ft)
39287 38 Each
39288 4 Each
39289 4 Each
39290 10 Each
39291 22 Each
39292 10 Each
39293 2 Each
39294 4 Each
39295 4 Each
39296 4 Each
40077 12 Each
40886 10 Each
41753 10 Each
41758 10 Each
41759 10 Each
43359 43 Each
44932 2 Each
45864 132 Each
45870-20500 41000 (ft)
45870-20600 20600 (ft)
45870-21500 21500 (ft)
45870-22500 22500 (ft)
45870-22800 22800 (ft)
45871 47 Each
45872 47 Each
45873 155 Each
45881 80 Each
46111 20 Each
47389 10 Each
47859 138 Each
47954 177 Each
48602 6 Each
54349 12 Each
DS. JT
DR. SH
DESCRIPTION REVISIONS
ROD, ANCHOR, 1-1/4" X 10', CR ANCHOR ROD, DOUBLE SCREW-ON EYE, 58 KIP 5/26/2021
CLEVIS, Y-CLEVIS, GALV, YCC-30, 30,000 LB ULTIMATE Y-CLEVIS CLEVIS ISSUED FOR REVIEW
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 7100' REEL
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 20100' REEL W.O. 27520569
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 20300' REEL IPC/PEI
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 21100' REEL 6/26/2021
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 22000' REEL ISSUED FOR BID
SHIELD WIRE, GALV, STR. - 3/8" EHS 7-STRAND, 22500' REEL
#8 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#0 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE W.O. 27520569
#1 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE IPC/PEI
#2 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#3 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#4 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#5 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#6 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
#7 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 21500' REEL
#9 6" ADHESIVE-BACKED LETTER AND NUMBERS, BLACK AND WHITE
TERMINAL, JUMPER, ALUMINUM, 715 24/7 "STILT"
BRACKET, CABLE, EXTERNAL COIL BRACKET, F/STORING EXTRA LENGTH OF
CLOSURE, SPLICE, FIBER, 6-CABLE MAX, OPGW, ADSS, RESEALBLE, BOLTED
KIT, FIBER OPTIC, FURCATION, FAN-OUT, F/OPGW FIVER OPTIC CABLES
PROTECTOR, BULLUT, GUARD, F/FIBER SPLICE CLOSURE
SHIELD WIRE DEADEND 3/8 EHS IMPLOSIVE
GROUND CONNECTOR, #6 SOLID CU. (1.62") TO #11 REBAR (1.41")
DEADEND, IMPLOSIVE, DE, F/ 715 STILT 24/7, W/4H NEMA PAD
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 20500' REEL
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 20600' REEL
ASSEMBLY, LINE POST, 138KV,BRACED LINE POST ASSEMBLY, W/ FLAT BASE
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 22500' REEL
WIRE, OPGW, DNO-5484, 24-FIBER,4 LOOSE-BUFFERED, 22800' REEL
DEADEND, BOLTED, 8-BOLT PATTERN, F/DNO-5484 OPGW, **ENGR MUST VERIF
PLATE, LINK, 10", F/OPGW DIA .552"
CLAMP, SUSPENSION, CLAMP, SUSPENSION,W/ARMOR ROD, F/OPGW DIA
CLAMP, GUIDE, DOWNLEAD CLAMP, FOR OPGW CABLE DIA .501"-.600"
CONNECTOR, FIBER OPTIC, F/ AFL SPLICE CLOSURE, SPEC #DNO-5484 OPTGW
TRAY, SPLICE, 72-COUNT, F/AFL SPLLICE CLOSURE
TERMINAL, IMPLOSIVE, JUMPER, F/715.5 KCMIL ACSR 24/7 STILT W/15 DEG 4H
GRIP, GUY, AUTO F/1/2" EHS GUY TO FIT ON 36" DISK ANCHORS W/ LARGE HEA
DEADEND, COMPRESSION, QUICK-COMPRESS F/ 3/8"EHS W/ NO TONGUE
1 311.003 06
REF. (S) x
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HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
CATID NO. QTY UNIT
56234 1005 (ft)A
56248 185 Each
OVD 461/570 38 Each
B
DS. JT
DR. SH 1 311.004 06
REF. (S) x
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HUNTINGTON-QUARTZ
138KV LINE #423
BILL OF MATERIAL- CAT ID
OWNER FURNISHED - 2024 CONSTRUCTION
SCALE : NA DATE 05/26/21
SHT.
W.O. 27520569
IPC/PEI
6/26/2021
ISSUED FOR BID
DAMPER, STOCKBRIDGE, OPGW, DNO-5484
W.O. 27520569
IPC/PEI
DESCRIPTION REVISIONS
CONDUCTOR, CU, #2 BRAIDED ROPE, TINNED 5/26/2021
CLAMP, GROUND, 1-BOLT, FOR OPGW .552 TO #2 ISSUED FOR REVIEW
SECTION 400
FOUNDATIONS
C
D
DS. DR
DR. ST
SCALE : NA DATE: 12/20/2019
SHT. 1 410
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
HUNTINGTON-QUARTZ
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138KV LINE #423
FOUNDATION SCHEDULE
IPC/PEI
REVISIONS
2/5/2021
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
TRANSMISSION LINE #423 W.O. 27520569
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
SECTION 500
ASSEMBLY DRAWINGS
SECTION 510
OHGW DRAWINGS

SECTION 520
OPGW DRAWINGS

SECTION 530
CONDUCTOR DRAWINGS

2
SECTION 540
DISTRIBUTION DRAWINGS

C
D
DS. DR
DR. ST
IPC/PEI
HUNTINGTON-QUARTZ 138 Kv
TRANSMISSION LINE #423
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
IPC/PEI
1
HUNTINGTON-QUARTZ
VA
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3
9
2
9
-
5
4
0
.
0
0
1
138KV LINE #423
DISTRIBUTION ASSEMBLIES
SCALE : NA DATE: 12/20/2019
SHT. 540.001
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
ISSUED FOR BID
REVISIONS
2/5/2021
W.O. 27520569
SECTION 550
COMMUNICATION
DRAWINGS

C
D
DS. DR
DR. ST
TRANSMISSION LINE #423
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
REVISIONS
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
HUNTINGTON-QUARTZ
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9
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0
.
0
0
1
138KV LINE #423
COMMUNICATION ASSY
SCALE : NA DATE: 12/20/2019
SHT. 1 550.001
2/5/2021
W.O. 27520569
IPC/PEI
SECTION 560
GUY AND ANCHOR
DRAWINGS

SECTION 570
BRACE & CROSSARM
DRAWINGS

C
D
DS. DR
DR. ST
TRANSMISSION LINE #423
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
REVISIONS
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
HUNTINGTON-QUARTZ
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2
9
-
5
7
0
.
0
0
1
138KV LINE #423
BRACE & X-ARM ASSY
SCALE : NA DATE: 12/20/2019
SHT. 1 570.001
2/5/2021
W.O. 27520569
IPC/PEI
SECTION 580
GROUNDING DRAWINGS

SECTION 590
MISCELLANEOUS
DRAWINGS

C
D
DS. DR
DR. ST
THIS DRAWING HAS BEEN LEFT BLANK
INTENTIONALLY
HUNTINGTON-QUARTZ
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2
9
-
5
9
0
.
0
0
1
138KV LINE #423
MISCELLANEOUS ASSY
SCALE : NA DATE: 12/20/2019
SHT. 1 590.001
IPC/PEI
TRANSMISSION LINE #423
REVISIONS
2/5/2021
ISSUED FOR 60% UPDATE
W.O. 27520569
IPC/PEI
REVISIONS
2/5/2021
W.O. 27520569
ISSUED FOR BID
HUNTINGTON-QUARTZ 138 Kv
SECTION 600
LOAD & DESIGN
DRAWINGS

SECTION 700
STRINGING DRAWINGS

STRUCTURE RANGE 363 TO 365
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 975 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1044.8 23.29 23.75 24.21 24.67 25.13 25.59 26.03 26.49 26.94 27.38 27.83 363 -1.37
886.1 16.75 17.08 17.41 17.75 18.08 18.41 18.73 19.06 19.38 19.70 20.02 364 24.66
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1601 1570 1540 1511 1484 1457 1432 1408 1384 1362 1340
IPC/PEI
SHT. 1 710.041 06
REF.(S)X
HUNTINGTON-QUARTZ
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9
2
9
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7
1
0
.
0
4
1
138KV LINE #423
STR 363 TO STR 365
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 365 TO 374
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 758 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1029.9 21.44 22.08 22.70 23.33 23.97 24.61 25.25 25.88 26.51 27.14 27.78 365 58.70
750.4 11.41 11.75 12.08 12.41 12.76 13.09 13.44 13.77 14.11 14.44 14.78 366 69.89
799.9 13.01 13.40 13.77 14.16 14.55 14.93 15.32 15.70 16.09 16.47 16.86 367 101.82
639.4 8.30 8.55 8.79 9.03 9.28 9.53 9.78 10.02 10.26 10.51 10.75 368 73.53
928.6 17.52 18.04 18.55 19.06 19.59 20.11 20.64 21.15 21.66 22.18 22.70 369 110.55
411.8 3.42 3.52 3.62 3.72 3.83 3.93 4.03 4.13 4.23 4.33 4.43 370 11.33
352.6 2.51 2.58 2.66 2.73 2.81 2.88 2.96 3.03 3.10 3.18 3.25 371 -11.93
427.5 3.69 3.80 3.91 4.02 4.13 4.24 4.35 4.45 4.56 4.67 4.78 372 -17.65
425.5 3.87 3.99 4.10 4.22 4.33 4.45 4.56 4.68 4.79 4.91 5.02 373 -151.44
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1692 1643 1598 1555 1513 1474 1437 1402 1369 1337 1306
IPC/PEI
SHT. 1 710.042 06
REF.(S)X
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0
4
2
138KV LINE #423
STR 365 TO STR 374
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 374 TO 375
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 1622 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4100
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1665.9 57.30 57.86 58.41 58.96 59.52 60.07 60.59 61.14 61.67 62.20 62.74 374 -392.88
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1700 1684 1668 1653 1637 1622 1608 1594 1580 1567 1554
IPC/PEI
SHT. 1 710.043 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
3
138KV LINE #423
STR 374 TO STR 375
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 375 TO 391
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 679 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
720.0 8.75 9.06 9.38 9.71 10.05 10.38 10.73 11.08 11.43 11.79 12.15 375 -56.65
600.8 6.08 6.29 6.52 6.75 6.98 7.21 7.46 7.70 7.94 8.19 8.44 376 -20.91
449.3 3.40 3.52 3.64 3.77 3.90 4.03 4.17 4.30 4.44 4.58 4.72 377 -16.77
441.7 3.29 3.40 3.52 3.65 3.77 3.90 4.03 4.16 4.29 4.43 4.56 378 -20.77
599.3 6.05 6.27 6.49 6.72 6.95 7.18 7.42 7.66 7.90 8.15 8.40 379 -29.84
601.6 6.09 6.31 6.53 6.76 7.00 7.23 7.48 7.72 7.96 8.21 8.46 380 -21.85
663.2 7.40 7.67 7.93 8.22 8.50 8.78 9.08 9.37 9.67 9.97 10.27 381 -4.61
625.5 6.60 6.83 7.07 7.32 7.57 7.83 8.09 8.35 8.61 8.88 9.15 382 -37.68
737.3 9.15 9.47 9.81 10.16 10.50 10.86 11.22 11.59 11.95 12.33 12.70 383 -17.41
996.4 16.72 17.31 17.92 18.56 19.19 19.84 20.51 21.17 21.84 22.53 23.21 384 -33.74
570.1 5.47 5.66 5.86 6.07 6.28 6.49 6.71 6.93 7.14 7.37 7.59 385 -11.33
601.3 6.08 6.30 6.52 6.75 6.98 7.22 7.46 7.70 7.94 8.19 8.44 386 3.02
680.4 7.79 8.07 8.35 8.65 8.95 9.25 9.56 9.87 10.18 10.50 10.82 387 18.65
812.9 11.13 11.52 11.93 12.35 12.77 13.20 13.65 14.09 14.54 14.99 15.45 388 31.24
587.8 5.82 6.03 6.24 6.46 6.68 6.91 7.14 7.37 7.60 7.84 8.08 389 25.01
283.0 1.35 1.40 1.45 1.50 1.55 1.60 1.65 1.71 1.76 1.82 1.87 390 10.32
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2028 1959 1892 1827 1767 1709 1654 1602 1553 1506 1462
IPC/PEI
SHT. 1 710.044 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
4
138KV LINE #423
STR 375 TO STR 391
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 391 TO DURKEE
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 706 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
711.8 8.81 9.11 9.42 9.73 10.05 10.37 10.70 11.02 11.36 11.69 12.01 391 -6.76
694.5 8.38 8.67 8.96 9.26 9.56 9.87 10.18 10.49 10.81 11.12 11.44 392 -5.33
571.7 5.68 5.88 6.08 6.28 6.49 6.69 6.91 7.12 7.33 7.54 7.75 393 20.74
840.3 12.27 12.69 13.12 13.56 14.00 14.45 14.91 15.36 15.83 16.29 16.75 394 13.62
789.9 10.85 11.22 11.60 11.99 12.38 12.78 13.19 13.59 14.00 14.40 14.81 395 28.96
845.2 12.44 12.86 13.30 13.74 14.19 14.64 15.11 15.57 16.04 16.51 16.97 396 50.37
517.5 4.67 4.83 5.00 5.16 5.33 5.50 5.68 5.85 6.02 6.20 6.37 397 45.22
551.4 5.33 5.51 5.69 5.88 6.08 6.27 6.47 6.67 6.87 7.07 7.27 398 -69.29
268.2 1.27 1.31 1.35 1.40 1.45 1.49 1.54 1.59 1.63 1.68 1.73 399 -43.71
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1964 1899 1837 1778 1721 1668 1616 1569 1523 1480 1440
IPC/PEI
SHT. 1 710.045 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
5
138KV LINE #423
STR 391 TO STR DURKEE
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE DURKEE-1 TO DURKEE-2
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 95 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
95.3 0.09 0.10 0.10 0.10 0.11 0.11 0.12 0.12 0.13 0.14 0.14 DURKEE-1 -7.76
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3333 3217 3099 2980 2861 2743 2628 2510 2392 2275 2162
IPC/PEI
SHT. 1 710.046 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
6
138KV LINE #423
STR DURKEE-1 TO STR DURKEE-2
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE DURKEE-2 TO 410
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 707 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
633.4 7.07 7.31 7.55 7.80 8.05 8.31 8.57 8.83 9.09 9.36 9.62 DURKEE-2 28.82
998.5 17.57 18.17 18.77 19.39 20.01 20.66 21.29 21.94 22.59 23.26 23.91 400 36.93
581.1 5.94 6.15 6.35 6.56 6.77 6.99 7.20 7.42 7.64 7.87 8.09 401 -6.63
605.3 6.45 6.67 6.89 7.12 7.35 7.58 7.82 8.05 8.29 8.54 8.78 402 2.90
697.7 8.57 8.86 9.16 9.46 9.76 10.08 10.38 10.70 11.02 11.34 11.66 403 -1.64
800.1 11.28 11.67 12.06 12.45 12.85 13.27 13.67 14.09 14.51 14.93 15.35 404 36.03
495.7 4.34 4.49 4.64 4.79 4.95 5.11 5.26 5.42 5.58 5.75 5.91 405 44.14
699.6 8.62 8.91 9.21 9.51 9.82 10.13 10.44 10.76 11.08 11.41 11.73 406 13.77
744.2 9.75 10.08 10.42 10.76 11.11 11.47 11.82 12.18 12.54 12.90 13.27 407 -2.50
379.3 2.53 2.62 2.71 2.80 2.89 2.98 3.07 3.16 3.26 3.35 3.45 408 8.17
483.6 4.17 4.31 4.46 4.60 4.75 4.91 5.06 5.21 5.36 5.52 5.68 409 -80.09
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1939 1875 1815 1757 1702 1649 1600 1553 1508 1465 1425
IPC/PEI
SHT. 1 710.047 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
7
138KV LINE #423
STR DURKEE-2 TO STR 410
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 410 TO 424
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 702 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
942.6 15.38 15.92 16.45 17.01 17.57 18.14 18.72 19.29 19.87 20.46 21.06 410 -18.77
587.6 5.98 6.18 6.39 6.61 6.82 7.05 7.27 7.49 7.72 7.95 8.18 411 6.67
795.1 10.96 11.34 11.72 12.12 12.52 12.92 13.34 13.74 14.15 14.58 15.00 412 44.83
369.1 2.36 2.44 2.52 2.61 2.70 2.78 2.87 2.96 3.05 3.14 3.23 413 18.73
627.7 6.82 7.06 7.30 7.55 7.79 8.05 8.31 8.56 8.81 9.08 9.34 414 -28.12
550.1 5.24 5.42 5.60 5.79 5.98 6.18 6.37 6.57 6.76 6.97 7.17 415 -11.48
722.0 9.02 9.34 9.65 9.98 10.30 10.64 10.98 11.31 11.65 12.00 12.35 416 -1.40
777.5 10.46 10.83 11.19 11.57 11.95 12.34 12.73 13.12 13.51 13.92 14.32 417 -9.25
742.8 9.55 9.88 10.22 10.56 10.91 11.26 11.62 11.97 12.33 12.70 13.07 418 -0.88
489.5 4.15 4.29 4.44 4.59 4.74 4.89 5.05 5.20 5.36 5.52 5.68 419 11.32
544.8 5.14 5.32 5.50 5.69 5.87 6.06 6.26 6.45 6.64 6.84 7.04 420 25.52
544.9 5.15 5.33 5.50 5.69 5.88 6.07 6.26 6.45 6.65 6.85 7.04 421 31.66
845.1 12.40 12.83 13.26 13.71 14.16 14.62 15.09 15.55 16.01 16.50 16.97 422 65.54
557.5 5.38 5.57 5.75 5.95 6.14 6.34 6.55 6.74 6.95 7.15 7.36 423 -2.54
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1972 1906 1844 1783 1727 1672 1621 1573 1527 1483 1441
IPC/PEI
SHT. 1 710.047 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
7
138KV LINE #423
STR 410 TO STR 424
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 424 TO 431
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 702 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
891.5 13.81 14.30 14.78 15.28 15.78 16.29 16.79 17.32 17.84 18.36 18.89 424 43.65
661.1 7.62 7.89 8.15 8.43 8.71 8.99 9.26 9.55 9.84 10.13 10.42 425 64.01
482.1 4.07 4.21 4.35 4.50 4.65 4.80 4.95 5.10 5.25 5.41 5.56 426 64.05
692.5 8.33 8.62 8.91 9.22 9.52 9.82 10.13 10.44 10.76 11.07 11.39 427 28.43
750.9 9.82 10.16 10.50 10.86 11.22 11.57 11.93 12.31 12.68 13.05 13.42 428 59.00
597.4 6.23 6.45 6.67 6.90 7.12 7.35 7.58 7.82 8.05 8.29 8.53 429 69.10
637.3 7.09 7.34 7.58 7.84 8.10 8.36 8.62 8.88 9.15 9.42 9.69 430 67.60
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1967 1900 1838 1778 1721 1668 1618 1569 1523 1480 1438
IPC/PEI
SHT. 1 710.049 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
4
9
138KV LINE #423
STR 424 TO STR 431
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 431 TO 434
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 586 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
545.3 4.44 4.61 4.79 4.99 5.19 5.39 5.60 5.83 6.05 6.28 6.51 431 23.75
607.6 5.51 5.72 5.95 6.19 6.43 6.69 6.95 7.23 7.50 7.79 8.08 432 -2.21
600.2 5.38 5.59 5.80 6.04 6.28 6.53 6.78 7.05 7.32 7.60 7.88 433 -4.83
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2287 2201 2119 2037 1959 1884 1814 1744 1679 1618 1560
IPC/PEI
SHT. 1 710.05 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
138KV LINE #423
STR 431 TO STR 434
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 434 TO 440
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 1115 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1630.0 63.37 64.23 65.12 66.00 66.87 67.73 68.61 69.44 70.29 71.14 71.97 434 -23.67
552.9 7.28 7.38 7.48 7.58 7.68 7.78 7.88 7.97 8.07 8.17 8.26 435 14.76
398.4 3.78 3.83 3.88 3.94 3.99 4.04 4.09 4.14 4.19 4.24 4.29 436 3.37
796.5 15.11 15.31 15.53 15.74 15.94 16.15 16.35 16.55 16.75 16.96 17.15 437 -14.19
796.9 15.13 15.34 15.55 15.76 15.96 16.17 16.38 16.57 16.78 16.98 17.18 438 26.13
907.5 19.65 19.92 20.19 20.47 20.73 21.00 21.27 21.53 21.79 22.05 22.31 439 58.11
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1434 1415 1395 1377 1359 1342 1325 1309 1293 1278 1263
IPC/PEI
SHT. 1 710.051 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
1
138KV LINE #423
STR 434 TO STR 440
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 440 TO 445
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 1574 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4100
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1784.6 58.97 59.66 60.33 61.00 61.68 62.34 63.00 63.67 64.34 64.99 65.62 440 67.01
400.2 2.96 3.00 3.03 3.06 3.10 3.13 3.16 3.20 3.23 3.26 3.29 441 -11.49
1656.5 50.78 51.38 51.96 52.54 53.11 53.68 54.25 54.83 55.40 55.96 56.51 442 49.49
1102.9 22.52 22.78 23.04 23.29 23.55 23.80 24.05 24.31 24.56 24.81 25.05 443 -58.90
1687.3 52.67 53.28 53.89 54.49 55.09 55.68 56.27 56.87 57.46 58.04 58.61 444 7.45
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1847 1826 1805 1786 1766 1748 1729 1711 1693 1676 1660
IPC/PEI
SHT. 1 710.052 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
2
138KV LINE #423
STR 440 TO STR 445
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 445 TO 446
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 958 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4100
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
982.1 14.10 14.49 14.90 15.30 15.72 16.14 16.56 16.99 17.43 17.86 18.29 445 223.66
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2395 2330 2267 2207 2148 2092 2039 1988 1938 1891 1847
IPC/PEI
SHT. 1 710.053 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
3
138KV LINE #423
STR 445 TO STR 446
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 446 TO 450
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 1501 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4100
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1818.0 60.04 60.70 61.36 62.00 62.65 63.29 63.93 64.54 65.16 65.81 66.43 446 -26.54
596.5 6.29 6.38 6.48 6.58 6.68 6.78 6.87 6.98 7.08 7.19 7.30 447 35.29
1593.6 45.16 45.81 46.46 47.11 47.75 48.40 49.03 49.67 50.31 50.99 51.62 448 -8.63
695.6 8.39 8.54 8.70 8.86 9.02 9.18 9.35 9.52 9.69 9.88 10.05 449 39.03
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1882 1862 1841 1822 1803 1784 1767 1747 1730 1713 1697
1932 1903 1874 1846 1819 1793 1767 1740 1715 1689 1665
1919 1892 1865 1840 1815 1790 1767 1744 1722 1699 1678
1969 1933 1899 1865 1831 1799 1767 1736 1705 1673 1643
IPC/PEI
SHT. 1 710.054 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
4
138KV LINE #423
STR 446 TO STR 450
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 450 TO 451
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 399 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4100
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
399.3 2.27 2.37 2.48 2.60 2.72 2.85 2.99 3.15 3.31 3.47 3.65 450 14.37
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2398 2295 2195 2096 2002 1909 1818 1730 1647 1569 1492
IPC/PEI
SHT. 1 710.055 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
5
138KV LINE #423
STR 450 TO STR 451
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 451 TO 452
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 1780 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4100
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1782.5 62.07 62.60 63.14 63.67 64.20 64.73 65.27 65.78 66.30 66.82 67.33 451 -93.20
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1752 1737 1722 1708 1694 1680 1667 1654 1641 1628 1616
IPC/PEI
SHT. 1 710.056 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
6
138KV LINE #423
STR 451 TO STR 452
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 452 TO 478
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 761 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
496.1 4.65 4.80 4.94 5.08 5.23 5.38 5.52 5.67 5.82 5.96 6.11 452 57.02
697.3 9.14 9.42 9.70 9.98 10.27 10.56 10.85 11.14 11.43 11.72 12.01 453 19.46
592.8 6.62 6.82 7.02 7.23 7.43 7.65 7.86 8.06 8.27 8.48 8.69 454 39.89
991.7 18.48 19.05 19.61 20.19 20.77 21.36 21.94 22.52 23.11 23.69 24.29 455 0.08
500.3 4.71 4.85 4.99 5.14 5.29 5.44 5.59 5.73 5.88 6.03 6.18 456 20.40
274.2 1.41 1.46 1.50 1.54 1.59 1.63 1.68 1.72 1.77 1.81 1.86 457 -10.48
1019.6 19.54 20.14 20.73 21.35 21.96 22.58 23.20 23.81 24.44 25.05 25.68 458 -4.38
576.0 6.24 6.43 6.62 6.82 7.01 7.21 7.41 7.60 7.80 8.00 8.20 459 24.88
766.9 11.09 11.42 11.76 12.11 12.46 12.81 13.16 13.51 13.86 14.21 14.57 460 62.24
550.9 5.74 5.91 6.09 6.27 6.45 6.63 6.81 6.99 7.17 7.35 7.54 461 62.27
570.1 6.11 6.29 6.48 6.67 6.86 7.06 7.25 7.44 7.64 7.83 8.02 462 6.56
845.3 13.45 13.86 14.27 14.69 15.11 15.54 15.97 16.39 16.82 17.24 17.67 463 50.58
890.8 15.02 15.48 15.93 16.40 16.87 17.35 17.83 18.30 18.78 19.25 19.73 464 106.76
525.7 5.20 5.36 5.51 5.68 5.84 6.01 6.17 6.33 6.50 6.66 6.83 465 24.73
735.1 10.15 10.46 10.77 11.09 11.41 11.73 12.05 12.37 12.70 13.01 13.34 466 10.93
887.0 14.79 15.24 15.69 16.15 16.61 17.08 17.55 18.01 18.49 18.95 19.43 467 4.55
441.1 3.66 3.77 3.88 3.99 4.11 4.22 4.34 4.45 4.57 4.69 4.80 468 -13.52
451.1 3.82 3.94 4.06 4.18 4.30 4.42 4.54 4.66 4.78 4.90 5.02 469 -13.30
816.2 12.53 12.91 13.29 13.68 14.07 14.47 14.87 15.26 15.66 16.05 16.46 470 -24.49
497.5 4.66 4.80 4.94 5.09 5.23 5.38 5.53 5.67 5.82 5.97 6.12 471 -24.13
677.7 8.64 8.90 9.16 9.43 9.70 9.98 10.25 10.52 10.80 11.07 11.35 472 -27.80
975.6 17.89 18.43 18.98 19.54 20.10 20.67 21.24 21.79 22.37 22.93 23.51 473 6.19
550.2 5.69 5.86 6.03 6.21 6.39 6.57 6.75 6.93 7.11 7.29 7.47 474 5.91
537.7 5.44 5.60 5.77 5.94 6.11 6.28 6.46 6.63 6.80 6.97 7.14 475 -27.42
976.7 17.93 18.48 19.02 19.58 20.15 20.72 21.29 21.84 22.42 22.98 23.56 476 -6.17
796.1 11.93 12.29 12.65 13.03 13.40 13.78 14.16 14.53 14.91 15.29 15.67 477 -43.09
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1816 1763 1712 1663 1617 1572 1530 1491 1453 1418 1383
IPC/PEI
SHT. 1 710.057 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
7
138KV LINE #423
STR 452 TO STR 478
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 478 TO 480
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 882 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1014.2 21.16 21.67 22.18 22.68 23.19 23.68 24.17 24.67 25.16 25.65 26.15 478 47.66
606.6 7.59 7.77 7.96 8.14 8.32 8.49 8.67 8.85 9.03 9.20 9.38 479 56.98
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1662 1623 1586 1550 1517 1485 1455 1426 1398 1371 1345
IPC/PEI
SHT. 1 710.058 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
8
138KV LINE #423
STR 478 TO STR 480
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 480 TO 489
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 831 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
390.5 3.00 3.08 3.16 3.24 3.32 3.40 3.48 3.56 3.64 3.72 3.80 480 5.42
942.3 17.46 17.93 18.39 18.87 19.34 19.80 20.28 20.75 21.22 21.68 22.15 481 -3.12
601.1 7.10 7.29 7.48 7.68 7.87 8.06 8.25 8.44 8.63 8.82 9.01 482 -0.56
598.3 7.05 7.24 7.43 7.62 7.81 7.99 8.18 8.38 8.56 8.75 8.94 483 -32.62
744.8 10.93 11.22 11.51 11.81 12.10 12.39 12.69 12.98 13.28 13.57 13.86 484 -44.78
1000.6 19.69 20.22 20.74 21.28 21.81 22.33 22.87 23.40 23.93 24.46 24.98 485 -3.73
942.6 17.50 17.97 18.43 18.91 19.38 19.85 20.32 20.80 21.26 21.73 22.20 486 50.79
374.2 2.76 2.84 2.91 2.99 3.06 3.13 3.21 3.28 3.36 3.43 3.50 487 33.98
965.4 18.35 18.84 19.33 19.83 20.32 20.81 21.30 21.80 22.29 22.78 23.27 488 45.21
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1736 1691 1648 1607 1567 1531 1495 1461 1429 1398 1369
IPC/PEI
SHT. 1 710.059 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
5
9
138KV LINE #423
STR 480 TO STR 489
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 489 TO 508
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 726 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
948.8 15.95 16.47 17.01 17.56 18.11 18.67 19.24 19.79 20.36 20.94 21.51 489 -32.32
494.9 4.34 4.48 4.62 4.77 4.92 5.07 5.23 5.38 5.53 5.69 5.85 490 -7.54
877.6 13.64 14.08 14.54 15.01 15.48 15.96 16.45 16.92 17.40 17.90 18.39 491 -8.01
621.2 6.84 7.06 7.29 7.53 7.76 8.00 8.25 8.48 8.73 8.97 9.22 492 25.23
649.1 7.46 7.70 7.96 8.21 8.47 8.73 9.00 9.26 9.52 9.79 10.06 493 -0.99
735.8 9.59 9.90 10.23 10.55 10.89 11.22 11.56 11.90 12.24 12.58 12.93 494 -11.42
511.7 4.64 4.79 4.95 5.10 5.26 5.43 5.59 5.75 5.92 6.08 6.25 495 -10.20
602.2 6.42 6.63 6.85 7.07 7.29 7.51 7.74 7.97 8.19 8.43 8.66 496 -7.13
848.0 12.74 13.16 13.59 14.02 14.46 14.91 15.36 15.81 16.26 16.72 17.17 497 25.78
475.9 4.01 4.14 4.28 4.41 4.55 4.69 4.84 4.97 5.12 5.26 5.40 498 2.14
521.6 4.82 4.98 5.14 5.30 5.47 5.64 5.81 5.98 6.15 6.32 6.50 499 -13.11
550.8 5.37 5.55 5.73 5.91 6.10 6.29 6.48 6.66 6.86 7.05 7.24 500 -9.71
652.9 7.55 7.80 8.05 8.31 8.57 8.83 9.10 9.37 9.63 9.91 10.18 501 -9.28
546.3 5.29 5.46 5.64 5.82 6.00 6.18 6.37 6.56 6.74 6.94 7.12 502 -8.62
603.0 6.44 6.65 6.87 7.09 7.31 7.54 7.77 7.99 8.22 8.45 8.68 503 -19.47
826.6 12.10 12.50 12.91 13.32 13.74 14.16 14.59 15.01 15.44 15.88 16.31 504 -10.44
767.0 10.42 10.76 11.11 11.47 11.83 12.19 12.56 12.93 13.30 13.67 14.04 505 -15.73
979.3 16.99 17.55 18.12 18.71 19.30 19.89 20.50 21.09 21.69 22.31 22.91 506 30.43
569.0 5.74 5.92 6.12 6.32 6.51 6.71 6.92 7.12 7.32 7.53 7.73 507 -25.79
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1928 1867 1808 1751 1698 1648 1599 1554 1511 1469 1430
IPC/PEI
SHT. 1 710.06 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
6
138KV LINE #423
STR 489 TO STR 508
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 508 TO 534
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 751 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
530.9 5.18 5.34 5.51 5.68 5.85 6.01 6.18 6.35 6.52 6.70 6.86 508 -23.78
618.9 7.04 7.26 7.48 7.71 7.94 8.17 8.39 8.63 8.86 9.09 9.32 509 -13.96
579.1 6.16 6.36 6.55 6.75 6.95 7.15 7.35 7.55 7.76 7.96 8.16 510 -13.03
521.9 5.01 5.17 5.33 5.49 5.65 5.82 5.98 6.14 6.31 6.48 6.64 511 -27.19
578.4 6.15 6.34 6.54 6.74 6.94 7.14 7.34 7.54 7.74 7.95 8.15 512 -25.70
759.4 10.60 10.93 11.26 11.61 11.95 12.30 12.64 12.99 13.34 13.69 14.03 513 -12.91
1109.2 22.66 23.37 24.08 24.82 25.56 26.30 27.03 27.78 28.53 29.29 30.01 514 71.24
305.8 1.72 1.77 1.83 1.88 1.94 2.00 2.05 2.11 2.16 2.22 2.28 515 15.82
519.8 4.96 5.12 5.28 5.44 5.60 5.76 5.92 6.08 6.25 6.41 6.57 516 -1.81
621.3 7.10 7.32 7.54 7.77 8.01 8.24 8.47 8.70 8.93 9.17 9.40 517 -24.88
878.9 14.20 14.64 15.09 15.55 16.02 16.48 16.94 17.40 17.87 18.35 18.80 518 -19.78
1053.9 20.42 21.06 21.71 22.37 23.04 23.70 24.36 25.04 25.71 26.40 27.05 519 33.41
629.7 7.29 7.52 7.75 7.99 8.23 8.47 8.70 8.94 9.18 9.43 9.66 520 -34.30
907.5 15.15 15.63 16.11 16.60 17.10 17.59 18.08 18.58 19.08 19.59 20.07 521 -51.92
695.6 8.89 9.17 9.45 9.74 10.03 10.32 10.61 10.90 11.19 11.49 11.77 522 -8.14
599.9 6.62 6.82 7.03 7.25 7.46 7.68 7.89 8.11 8.33 8.55 8.76 523 -27.68
598.7 6.59 6.79 7.00 7.22 7.43 7.64 7.86 8.07 8.29 8.51 8.72 524 -11.08
579.7 6.18 6.37 6.56 6.77 6.97 7.17 7.37 7.57 7.78 7.98 8.18 525 -16.59
813.4 12.16 12.54 12.92 13.32 13.72 14.11 14.50 14.90 15.31 15.71 16.10 526 -19.58
603.5 6.69 6.90 7.11 7.33 7.55 7.77 7.99 8.21 8.43 8.65 8.87 527 -18.90
880.8 14.25 14.70 15.15 15.62 16.08 16.55 17.01 17.48 17.95 18.42 18.88 528 6.25
620.5 7.07 7.29 7.52 7.75 7.98 8.21 8.44 8.67 8.90 9.14 9.37 529 -2.54
667.4 8.18 8.44 8.70 8.96 9.23 9.50 9.76 10.03 10.30 10.57 10.84 530 -3.69
878.9 14.19 14.64 15.09 15.55 16.01 16.47 16.93 17.40 17.87 18.34 18.80 531 -5.86
650.0 7.76 8.01 8.25 8.50 8.76 9.01 9.26 9.52 9.77 10.03 10.28 532 14.13
400.8 2.95 3.04 3.14 3.23 3.33 3.43 3.52 3.62 3.72 3.81 3.91 533 14.79
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
1858 1802 1748 1696 1647 1601 1558 1516 1476 1438 1403
IPC/PEI
SHT. 1 710.061 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
6
1
138KV LINE #423
STR 508 TO STR 534
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 534 TO 538
WIRE 0
DS. CN
DR. ST
REVISIONS
3/8" EHS STEEL 6/16/2021
RULING SPAN (FT) 607 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 3200
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
744.3 8.58 8.92 9.27 9.63 10.00 10.38 10.78 11.19 11.60 12.02 12.45 534 -51.34
467.0 3.39 3.52 3.66 3.80 3.95 4.10 4.25 4.42 4.58 4.74 4.91 535 -46.55
624.9 6.05 6.28 6.53 6.79 7.05 7.31 7.59 7.88 8.17 8.47 8.77 536 -39.44
433.0 2.90 3.01 3.13 3.25 3.38 3.51 3.64 3.78 3.92 4.06 4.20 537 -16.93
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2208 2125 2044 1968 1895 1826 1758 1694 1634 1577 1523
IPC/PEI
SHT. 1 710.062 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
1
0
.
0
6
2
138KV LINE #423
STR 534 TO STR 538
OHGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 363 TO 365
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 971 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1044.8 20.89 21.53 22.17 22.81 23.45 24.08 24.71 25.33 25.95 26.56 27.16 363 -1.37
886.1 15.03 15.49 15.95 16.41 16.87 17.32 17.78 18.22 18.67 19.10 19.54 364 24.66
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2432 2360 2292 2227 2167 2110 2056 2006 1958 1913 1870
IPC/PEI
SHT. 1 720.042 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
2
138KV LINE #423
STR 363 TO STR 365
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 365 TO 374
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 758 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1029.9 19.33 20.17 21.03 21.88 22.77 23.64 24.52 25.38 26.27 27.13 28.00 365 58.70
750.4 10.29 10.73 11.19 11.64 12.11 12.58 13.04 13.50 13.98 14.43 14.90 366 69.89
799.9 11.73 12.24 12.76 13.28 13.82 14.35 14.88 15.40 15.94 16.46 16.99 367 101.82
639.4 7.49 7.81 8.14 8.47 8.82 9.15 9.49 9.83 10.17 10.50 10.84 368 73.53
928.6 15.80 16.48 17.18 17.88 18.61 19.32 20.03 20.74 21.47 22.17 22.88 369 110.55
411.8 3.09 3.22 3.36 3.49 3.63 3.77 3.91 4.05 4.19 4.33 4.47 370 11.33
352.6 2.26 2.36 2.46 2.56 2.66 2.77 2.87 2.97 3.07 3.17 3.28 371 -11.93
427.6 3.33 3.47 3.62 3.77 3.92 4.07 4.22 4.37 4.52 4.67 4.82 372 -17.65
425.5 3.50 3.65 3.80 3.96 4.12 4.27 4.43 4.59 4.75 4.90 5.06 373 -151.44
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2556 2451 2351 2259 2171 2091 2017 1948 1882 1823 1766
IPC/PEI
SHT. 1 720.043 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
3
138KV LINE #423
STR 365 TO STR 374
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 374 TO 375
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 1609 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 5300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1653.4 53.58 54.35 55.12 55.87 56.62 57.36 58.11 58.84 59.58 60.29 61.02 374 -392.88
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2441 2407 2374 2342 2311 2281 2251 2224 2196 2170 2145
IPC/PEI
SHT. 1 720.044 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
4
138KV LINE #423
STR 374 TO STR 375
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 375 TO 391
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 678 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
707.5 7.66 8.04 8.44 8.86 9.30 9.74 10.21 10.67 11.15 11.62 12.11 375 -56.65
600.8 5.51 5.78 6.07 6.37 6.69 7.00 7.34 7.67 8.02 8.36 8.71 376 -20.91
449.3 3.08 3.23 3.39 3.56 3.74 3.92 4.11 4.29 4.48 4.68 4.87 377 -16.77
441.7 2.98 3.13 3.28 3.45 3.62 3.79 3.97 4.15 4.34 4.52 4.71 378 -20.77
599.3 5.48 5.76 6.04 6.34 6.66 6.97 7.31 7.64 7.98 8.32 8.67 379 -29.84
601.6 5.52 5.80 6.08 6.39 6.70 7.02 7.36 7.69 8.04 8.38 8.73 380 -21.85
663.2 6.71 7.04 7.39 7.76 8.14 8.53 8.94 9.34 9.76 10.18 10.61 381 -4.61
625.5 5.98 6.27 6.59 6.91 7.26 7.60 7.97 8.32 8.70 9.07 9.45 382 -37.68
737.5 8.30 8.71 9.14 9.60 10.07 10.55 11.06 11.56 12.08 12.60 13.12 383 -17.41
996.6 15.16 15.91 16.70 17.54 18.40 19.28 20.21 21.12 22.07 23.02 23.97 384 -33.74
570.1 4.96 5.20 5.46 5.73 6.02 6.30 6.61 6.90 7.22 7.52 7.84 385 -11.33
601.3 5.51 5.79 6.07 6.38 6.69 7.01 7.35 7.68 8.02 8.37 8.72 386 3.02
680.4 7.06 7.41 7.78 8.17 8.57 8.98 9.41 9.84 10.28 10.72 11.17 387 18.65
812.9 10.08 10.59 11.11 11.67 12.24 12.83 13.44 14.05 14.68 15.31 15.95 388 31.24
587.8 5.27 5.54 5.81 6.10 6.40 6.71 7.03 7.35 7.68 8.01 8.34 389 25.01
296.1 1.34 1.40 1.47 1.55 1.62 1.70 1.78 1.86 1.95 2.03 2.11 390 10.32
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3050 2905 2768 2636 2512 2398 2288 2190 2096 2009 1929
IPC/PEI
SHT. 1 720.045 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
5
138KV LINE #423
STR 375 TO STR 391
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 391 TO DURKEE
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 708 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
724.9 8.29 8.69 9.11 9.55 9.99 10.44 10.91 11.38 11.85 12.32 12.80 391 -6.76
694.5 7.61 7.98 8.36 8.76 9.17 9.59 10.01 10.44 10.87 11.31 11.75 392 -5.33
571.7 5.16 5.41 5.67 5.94 6.22 6.50 6.79 7.08 7.37 7.67 7.96 393 20.74
840.3 11.14 11.68 12.25 12.83 13.43 14.03 14.66 15.29 15.92 16.56 17.20 394 13.62
789.9 9.85 10.33 10.83 11.34 11.87 12.41 12.96 13.52 14.08 14.64 15.21 395 28.96
845.2 11.29 11.84 12.41 13.00 13.61 14.22 14.86 15.50 16.14 16.78 17.43 396 50.37
514.2 4.19 4.39 4.60 4.82 5.04 5.27 5.51 5.75 5.98 6.22 6.46 397 45.22
548.0 4.77 5.01 5.25 5.50 5.76 6.02 6.28 6.55 6.82 7.10 7.37 398 -69.29
268.2 1.15 1.21 1.26 1.32 1.39 1.45 1.51 1.58 1.64 1.71 1.77 399 -43.71
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2949 2811 2682 2560 2446 2340 2240 2148 2063 1984 1910
IPC/PEI
SHT. 1 720.046 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
6
138KV LINE #423
STR 391 TO STR DURKEE
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE DURKEE-1 TO DURKEE-2
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 95 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
95.3 0.09 0.10 0.10 0.11 0.11 0.12 0.13 0.14 0.15 0.16 0.18 DURKEE-1 -7.76
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4568 4355 4144 3928 3710 3492 3277 3056 2838 2614 2394
IPC/PEI
SHT. 1 720.047 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
7
138KV LINE #423
STR DURKEE-1 TO STR DURKEE-2
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE DURKEE-2 TO 410
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 707 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
634.4 6.41 6.72 7.04 7.37 7.72 8.06 8.42 8.78 9.14 9.51 9.87 DURKEE-2 28.82
998.5 15.87 16.64 17.44 18.26 19.12 19.98 20.86 21.76 22.65 23.57 24.47 400 36.93
581.1 5.37 5.63 5.90 6.18 6.47 6.76 7.06 7.36 7.66 7.97 8.28 401 -6.63
605.3 5.83 6.11 6.40 6.70 7.02 7.33 7.66 7.99 8.31 8.65 8.98 402 2.90
697.7 7.74 8.12 8.51 8.91 9.33 9.74 10.17 10.61 11.05 11.50 11.93 403 -1.64
800.1 10.19 10.69 11.20 11.73 12.28 12.83 13.39 13.97 14.54 15.14 15.71 404 36.03
495.7 3.92 4.11 4.31 4.51 4.73 4.94 5.15 5.38 5.60 5.83 6.05 405 44.14
699.6 7.79 8.16 8.55 8.96 9.38 9.80 10.23 10.67 11.11 11.56 12.00 406 13.77
744.2 8.81 9.24 9.68 10.13 10.61 11.09 11.57 12.07 12.57 13.08 13.58 407 -2.50
379.3 2.29 2.40 2.51 2.63 2.76 2.88 3.01 3.14 3.26 3.40 3.53 408 8.17
483.6 3.77 3.95 4.14 4.34 4.54 4.74 4.95 5.17 5.38 5.60 5.81 409 -80.09
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2924 2789 2662 2542 2428 2324 2226 2134 2050 1970 1898
IPC/PEI
SHT. 1 720.048 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
8
138KV LINE #423
STR DURKEE-2 TO STR 410
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 410 TO 424
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 702 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
942.6 13.90 14.58 15.30 16.02 16.78 17.55 18.35 19.15 19.95 20.77 21.58 410 -18.77
587.6 5.40 5.66 5.94 6.22 6.52 6.82 7.13 7.44 7.75 8.07 8.38 411 6.67
795.1 9.91 10.38 10.90 11.41 11.96 12.51 13.07 13.64 14.21 14.80 15.37 412 44.83
369.1 2.13 2.24 2.35 2.46 2.57 2.69 2.82 2.94 3.06 3.19 3.31 413 18.73
627.7 6.17 6.47 6.79 7.11 7.45 7.79 8.14 8.50 8.85 9.22 9.57 414 -28.12
550.1 4.73 4.96 5.21 5.45 5.72 5.98 6.25 6.52 6.79 7.07 7.35 415 -11.48
722.0 8.16 8.55 8.97 9.40 9.85 10.30 10.76 11.23 11.70 12.18 12.65 416 -1.40
777.5 9.46 9.91 10.40 10.89 11.42 11.94 12.48 13.03 13.57 14.13 14.67 417 -9.25
742.8 8.63 9.05 9.50 9.94 10.42 10.90 11.39 11.89 12.38 12.90 13.39 418 -0.88
489.5 3.75 3.93 4.12 4.32 4.53 4.73 4.95 5.16 5.38 5.60 5.82 419 11.32
544.8 4.65 4.87 5.11 5.35 5.61 5.87 6.13 6.40 6.67 6.94 7.21 420 25.52
544.9 4.65 4.88 5.12 5.36 5.62 5.87 6.14 6.41 6.67 6.95 7.22 421 31.66
845.2 11.21 11.75 12.33 12.91 13.53 14.15 14.79 15.44 16.08 16.75 17.39 422 65.54
561.0 4.92 5.16 5.42 5.67 5.94 6.22 6.50 6.78 7.06 7.35 7.64 423 -2.54
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2973 2836 2702 2581 2463 2355 2253 2159 2073 1990 1917
IPC/PEI
SHT. 1 720.049 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
4
9
138KV LINE #423
STR 410 TO STR 424
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 424 TO 431
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 703 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
895.0 12.60 13.22 13.87 14.52 15.20 15.90 16.61 17.33 18.06 18.80 19.53 424 43.65
661.1 6.90 7.24 7.59 7.95 8.32 8.70 9.09 9.49 9.89 10.29 10.69 425 64.01
482.1 3.68 3.86 4.05 4.25 4.44 4.65 4.85 5.07 5.28 5.50 5.71 426 64.05
692.5 7.54 7.91 8.30 8.69 9.09 9.51 9.94 10.37 10.80 11.25 11.69 427 28.43
750.9 8.89 9.32 9.78 10.24 10.72 11.21 11.71 12.22 12.73 13.26 13.77 428 59.00
597.4 5.64 5.92 6.21 6.50 6.81 7.12 7.44 7.76 8.09 8.42 8.75 429 69.10
637.3 6.42 6.73 7.06 7.40 7.74 8.10 8.46 8.83 9.19 9.58 9.95 430 67.60
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2961 2822 2690 2569 2455 2347 2247 2152 2066 1984 1910
IPC/PEI
SHT. 1 720.05 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
138KV LINE #423
STR 424 TO STR 431
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 431 TO 434
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 589 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
548.6 4.16 4.38 4.61 4.87 5.14 5.42 5.72 6.04 6.36 6.69 7.03 431 23.75
610.8 5.15 5.42 5.71 6.03 6.37 6.72 7.09 7.48 7.87 8.29 8.71 432 -2.21
600.2 4.97 5.23 5.52 5.82 6.15 6.48 6.85 7.22 7.60 8.01 8.41 433 -4.83
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3369 3201 3037 2877 2726 2584 2447 2321 2204 2093 1992
IPC/PEI
SHT. 1 720.051 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
1
138KV LINE #423
STR 431 TO STR 434
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 434 TO 440
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 1115 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1630.0 56.58 57.84 59.10 60.33 61.57 62.79 64.01 65.19 66.38 67.56 68.72 434 -23.67
552.9 6.50 6.65 6.79 6.93 7.07 7.21 7.35 7.49 7.62 7.76 7.89 435 14.76
398.4 3.38 3.45 3.53 3.60 3.67 3.74 3.82 3.89 3.96 4.03 4.10 436 3.37
796.5 13.49 13.79 14.09 14.39 14.68 14.97 15.26 15.54 15.82 16.10 16.38 437 -14.19
796.9 13.51 13.81 14.11 14.41 14.70 14.99 15.28 15.56 15.85 16.13 16.40 438 26.13
907.5 17.55 17.94 18.33 18.71 19.09 19.47 19.85 20.21 20.58 20.95 21.30 439 58.11
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2187 2140 2094 2052 2011 1972 1934 1899 1866 1833 1802
IPC/PEI
SHT. 1 720.052 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
2
138KV LINE #423
STR 434 TO STR 440
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 440 TO 445
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 1574 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 5300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1784.6 56.09 57.04 57.98 58.90 59.82 60.74 61.63 62.53 63.43 64.32 65.20 440 67.01
400.2 2.82 2.86 2.91 2.96 3.00 3.05 3.09 3.14 3.18 3.23 3.27 441 -11.49
1656.5 48.31 49.13 49.93 50.73 51.51 52.31 53.08 53.85 54.62 55.39 56.14 442 49.49
1102.9 21.42 21.78 22.14 22.49 22.84 23.19 23.53 23.88 24.22 24.56 24.89 443 -58.90
1687.3 50.10 50.95 51.79 52.61 53.43 54.25 55.05 55.85 56.65 57.45 58.23 444 7.45
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2646 2602 2560 2520 2481 2444 2408 2374 2340 2308 2277
IPC/PEI
SHT. 1 720.053 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
3
138KV LINE #423
STR 440 TO STR 445
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 445 TO 446
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 958 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 5300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
982.0 13.64 14.18 14.72 15.27 15.83 16.41 16.99 17.58 18.17 18.77 19.36 445 223.66
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3372 3244 3126 3012 2905 2803 2708 2617 2532 2451 2376
IPC/PEI
SHT. 1 720.054 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
4
138KV LINE #423
STR 445 TO STR 446
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 446 TO 450
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 1501 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 5300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1817.8 58.00 58.91 59.81 60.70 61.59 62.46 63.30 64.19 65.04 65.87 66.70 446 -26.54
596.5 6.00 6.13 6.26 6.39 6.52 6.66 6.79 6.94 7.07 7.21 7.36 447 35.29
1593.6 42.93 43.82 44.71 45.60 46.48 47.35 48.22 49.14 50.00 50.85 51.70 448 -8.63
695.6 7.92 8.12 8.33 8.54 8.75 8.97 9.19 9.43 9.66 9.90 10.15 449 39.03
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2654 2613 2574 2536 2499 2463 2427 2393 2362 2331 2302
2756 2698 2643 2589 2537 2487 2436 2387 2340 2294 2250
2751 2695 2641 2590 2541 2494 2448 2402 2361 2321 2283
2842 2771 2702 2636 2572 2510 2449 2387 2330 2274 2219
IPC/PEI
SHT. 1 720.055 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
5
138KV LINE #423
STR 446 TO STR 450
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 450 TO 451
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 399 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 5300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
399.3 2.04 2.16 2.29 2.43 2.59 2.77 2.96 3.17 3.40 3.65 3.92 450 14.37
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3634 3439 3243 3051 2865 2683 2506 2338 2180 2032 1891
IPC/PEI
SHT. 1 720.056 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
6
138KV LINE #423
STR 450 TO STR 451
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 451 TO 452
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 1780 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 5300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1782.5 58.99 59.73 60.48 61.20 61.94 62.67 63.37 64.09 64.80 65.50 66.21 451 -93.20
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2512 2481 2450 2421 2393 2365 2339 2312 2287 2263 2239
IPC/PEI
SHT. 1 720.057 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
7
138KV LINE #423
STR 451 TO STR 452
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 452 TO 478
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 761 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
496.1 4.17 4.36 4.55 4.75 4.95 5.15 5.35 5.55 5.76 5.96 6.16 452 57.02
697.3 8.19 8.57 8.94 9.33 9.72 10.11 10.50 10.90 11.31 11.70 12.10 453 19.46
592.8 5.93 6.20 6.47 6.75 7.03 7.32 7.60 7.89 8.18 8.47 8.76 454 39.89
991.7 16.57 17.32 18.08 18.86 19.65 20.44 21.23 22.05 22.87 23.67 24.47 455 0.08
500.3 4.22 4.41 4.60 4.80 5.00 5.20 5.41 5.61 5.82 6.02 6.23 456 20.40
274.2 1.27 1.32 1.38 1.44 1.50 1.56 1.62 1.69 1.75 1.81 1.87 457 -10.48
1019.6 17.52 18.31 19.12 19.94 20.77 21.61 22.45 23.31 24.17 25.02 25.87 458 -4.38
576.0 5.59 5.85 6.10 6.37 6.63 6.90 7.17 7.44 7.72 7.99 8.26 459 24.88
766.9 9.94 10.39 10.85 11.31 11.79 12.26 12.74 13.23 13.71 14.19 14.68 460 62.24
550.9 5.14 5.38 5.61 5.85 6.10 6.34 6.59 6.84 7.10 7.35 7.60 461 62.27
570.1 5.48 5.72 5.98 6.23 6.49 6.75 7.02 7.29 7.55 7.82 8.08 462 6.56
845.3 12.06 12.60 13.16 13.72 14.30 14.87 15.45 16.05 16.64 17.22 17.81 463 50.58
890.8 13.46 14.07 14.69 15.32 15.97 16.61 17.25 17.92 18.58 19.23 19.88 464 106.76
525.7 4.66 4.87 5.09 5.30 5.53 5.75 5.97 6.20 6.43 6.65 6.88 465 24.73
735.1 9.10 9.51 9.93 10.36 10.79 11.23 11.66 12.11 12.56 13.00 13.44 466 10.93
887.0 13.25 13.85 14.46 15.08 15.72 16.35 16.98 17.64 18.29 18.93 19.57 467 4.55
445.4 3.34 3.49 3.65 3.80 3.96 4.12 4.28 4.45 4.61 4.77 4.94 468 -13.52
455.4 3.49 3.65 3.81 3.98 4.14 4.31 4.48 4.65 4.82 4.99 5.16 469 -13.30
816.2 11.23 11.74 12.25 12.78 13.31 13.85 14.39 14.94 15.49 16.04 16.58 470 -24.49
497.5 4.17 4.36 4.56 4.75 4.95 5.15 5.35 5.55 5.76 5.96 6.16 471 -24.13
677.7 7.74 8.09 8.45 8.81 9.18 9.55 9.92 10.30 10.68 11.06 11.43 472 -27.80
975.6 16.03 16.76 17.50 18.25 19.02 19.78 20.55 21.34 22.13 22.90 23.68 473 6.19
550.2 5.10 5.33 5.56 5.80 6.05 6.29 6.53 6.79 7.04 7.28 7.53 474 5.91
537.7 4.88 5.10 5.32 5.55 5.78 6.01 6.25 6.49 6.73 6.96 7.20 475 -27.42
976.7 16.07 16.80 17.54 18.29 19.06 19.83 20.60 21.39 22.18 22.96 23.74 476 -6.17
796.1 10.69 11.17 11.67 12.17 12.68 13.19 13.70 14.23 14.75 15.27 15.79 477 -43.09
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2761 2642 2530 2426 2329 2239 2155 2075 2001 1934 1870
IPC/PEI
SHT. 1 720.058 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
8
138KV LINE #423
STR 452 TO STR 478
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 478 TO 480
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 882 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1014.2 18.90 19.59 20.28 20.97 21.66 22.36 23.05 23.73 24.41 25.09 25.77 478 47.66
606.6 6.78 7.03 7.28 7.52 7.77 8.02 8.27 8.51 8.76 9.00 9.24 479 56.98
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2535 2446 2363 2285 2212 2143 2079 2019 1963 1910 1860
IPC/PEI
SHT. 1 720.059 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
5
9
138KV LINE #423
STR 478 TO STR 480
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 480 TO 489
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 831 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
390.5 2.68 2.79 2.90 3.01 3.12 3.23 3.34 3.45 3.56 3.67 3.78 480 5.42
942.3 15.62 16.24 16.88 17.52 18.16 18.82 19.46 20.11 20.76 21.39 22.04 481 -3.12
601.1 6.35 6.61 6.87 7.13 7.39 7.66 7.92 8.18 8.44 8.70 8.96 482 -0.56
598.3 6.31 6.56 6.81 7.07 7.33 7.60 7.86 8.12 8.38 8.64 8.89 483 -32.62
744.8 9.78 10.16 10.56 10.96 11.37 11.78 12.18 12.59 12.99 13.39 13.79 484 -44.78
1000.6 17.62 18.32 19.03 19.76 20.48 21.23 21.95 22.68 23.41 24.13 24.85 485 -3.73
942.6 15.65 16.28 16.91 17.56 18.20 18.86 19.51 20.16 20.80 21.44 22.09 486 50.79
374.2 2.47 2.57 2.67 2.77 2.87 2.98 3.08 3.18 3.28 3.39 3.49 487 33.98
965.4 16.41 17.07 17.73 18.41 19.08 19.78 20.45 21.14 21.81 22.48 23.16 488 45.21
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2644 2543 2447 2358 2274 2195 2122 2054 1990 1931 1875
IPC/PEI
SHT. 1 720.06 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
6
138KV LINE #423
STR 480 TO STR 489
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 489 TO 508
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 726 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
948.8 14.36 15.03 15.74 16.47 17.22 17.97 18.76 19.53 20.32 21.10 21.90 489 -32.32
494.9 3.90 4.09 4.28 4.48 4.68 4.88 5.10 5.31 5.52 5.74 5.95 490 -7.54
877.6 12.28 12.85 13.46 14.08 14.72 15.36 16.04 16.70 17.37 18.04 18.72 491 -8.01
621.2 6.16 6.45 6.75 7.06 7.38 7.70 8.04 8.37 8.71 9.05 9.39 492 25.23
649.1 6.72 7.03 7.36 7.70 8.05 8.40 8.77 9.13 9.50 9.87 10.24 493 -0.99
735.8 8.63 9.04 9.46 9.90 10.35 10.80 11.27 11.74 12.21 12.68 13.16 494 -11.42
511.7 4.17 4.37 4.58 4.79 5.00 5.22 5.45 5.68 5.90 6.13 6.36 495 -10.20
602.2 5.78 6.05 6.34 6.63 6.93 7.23 7.55 7.86 8.18 8.49 8.81 496 -7.13
848.0 11.47 12.01 12.57 13.16 13.75 14.35 14.98 15.60 16.22 16.85 17.49 497 25.78
475.9 3.61 3.78 3.96 4.14 4.33 4.52 4.71 4.91 5.11 5.30 5.50 498 2.14
521.6 4.34 4.54 4.76 4.98 5.20 5.43 5.67 5.90 6.14 6.37 6.61 499 -13.11
550.8 4.84 5.06 5.30 5.55 5.80 6.05 6.32 6.58 6.84 7.11 7.37 500 -9.71
652.9 6.80 7.11 7.45 7.80 8.15 8.50 8.88 9.24 9.61 9.98 10.36 501 -9.28
546.3 4.76 4.98 5.22 5.46 5.70 5.95 6.21 6.47 6.73 6.99 7.25 502 -8.62
603.0 5.80 6.07 6.36 6.65 6.95 7.25 7.57 7.88 8.20 8.52 8.84 503 -19.47
826.6 10.89 11.40 11.94 12.50 13.06 13.63 14.23 14.81 15.41 16.01 16.61 504 -10.44
767.0 9.38 9.82 10.28 10.76 11.24 11.74 12.25 12.75 13.27 13.78 14.30 505 -15.73
979.3 15.30 16.02 16.77 17.55 18.34 19.14 19.98 20.80 21.64 22.48 23.33 506 30.43
569.0 5.16 5.41 5.66 5.92 6.19 6.46 6.75 7.02 7.31 7.59 7.87 507 -25.79
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2918 2787 2661 2544 2434 2332 2234 2146 2063 1986 1914
IPC/PEI
SHT. 1 720.061 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
6
1
138KV LINE #423
STR 489 TO STR 508
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 508 TO 534
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 751 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
530.9 4.66 4.86 5.09 5.31 5.54 5.77 6.00 6.24 6.47 6.71 6.94 508 -23.78
618.9 6.32 6.61 6.91 7.21 7.52 7.83 8.15 8.47 8.79 9.11 9.43 509 -13.96
579.1 5.54 5.79 6.05 6.31 6.58 6.86 7.14 7.41 7.70 7.97 8.26 510 -13.03
521.9 4.50 4.70 4.92 5.13 5.35 5.58 5.80 6.03 6.26 6.48 6.71 511 -27.19
578.4 5.53 5.77 6.04 6.30 6.57 6.85 7.12 7.40 7.69 7.96 8.24 512 -25.70
757.7 9.48 9.90 10.35 10.80 11.27 11.74 12.22 12.69 13.18 13.65 14.13 513 -12.91
1107.5 20.29 21.20 22.17 23.14 24.13 25.15 26.16 27.18 28.23 29.24 30.27 514 71.24
305.8 1.54 1.61 1.69 1.76 1.84 1.91 1.99 2.07 2.15 2.23 2.30 515 15.82
519.8 4.46 4.66 4.87 5.08 5.30 5.53 5.75 5.97 6.20 6.42 6.65 516 -1.81
621.3 6.38 6.66 6.97 7.27 7.58 7.90 8.22 8.54 8.87 9.18 9.51 517 -24.88
878.9 12.75 13.33 13.93 14.54 15.17 15.81 16.44 17.08 17.74 18.37 19.02 518 -19.78
1053.9 18.34 19.17 20.04 20.92 21.82 22.74 23.65 24.57 25.52 26.43 27.37 519 33.41
629.3 6.55 6.84 7.15 7.46 7.78 8.11 8.44 8.77 9.10 9.43 9.76 520 -34.30
907.1 13.60 14.21 14.86 15.51 16.18 16.86 17.54 18.22 18.92 19.60 20.29 521 -51.92
695.6 7.99 8.35 8.73 9.11 9.50 9.90 10.30 10.70 11.11 11.50 11.91 522 -8.14
599.9 5.94 6.21 6.49 6.78 7.07 7.37 7.66 7.96 8.27 8.56 8.86 523 -27.68
598.7 5.92 6.18 6.46 6.75 7.04 7.33 7.63 7.92 8.23 8.52 8.82 524 -11.08
579.7 5.55 5.80 6.06 6.33 6.60 6.88 7.15 7.43 7.72 7.99 8.27 525 -16.59
813.4 10.92 11.41 11.93 12.45 12.99 13.54 14.08 14.63 15.19 15.73 16.29 526 -19.58
603.5 6.01 6.28 6.57 6.86 7.15 7.45 7.75 8.05 8.36 8.66 8.97 527 -18.90
880.8 12.81 13.38 13.99 14.60 15.23 15.87 16.51 17.15 17.81 18.45 19.10 528 6.25
620.5 6.35 6.64 6.94 7.25 7.56 7.88 8.19 8.51 8.84 9.15 9.48 529 -2.54
667.4 7.35 7.68 8.03 8.38 8.74 9.11 9.48 9.85 10.22 10.59 10.96 530 -3.69
878.9 12.75 13.32 13.93 14.54 15.16 15.80 16.44 17.08 17.73 18.37 19.02 531 -5.86
650.0 6.97 7.29 7.62 7.95 8.29 8.64 8.99 9.34 9.70 10.05 10.40 532 14.13
425.3 2.99 3.12 3.26 3.41 3.55 3.70 3.85 4.00 4.15 4.30 4.45 533 14.79
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
2818 2697 2579 2472 2370 2274 2186 2104 2026 1957 1890
IPC/PEI
SHT. 1 720.062 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
6
2
138KV LINE #423
STR 508 TO STR 534
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 534 TO 538
WIRE 0
DS. CN
DR. ST
REVISIONS
DNO-5484 6/16/2021
RULING SPAN (FT) 622 ISSUED FOR BID
NESC MEDIUM TENSION (LBS) 4300
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
774.5 8.66 9.12 9.61 10.11 10.66 11.21 11.80 12.42 13.03 13.66 14.29 534 -51.34
472.6 3.23 3.40 3.59 3.77 3.98 4.19 4.41 4.63 4.86 5.10 5.33 535 -46.55
624.9 5.64 5.94 6.25 6.58 6.94 7.30 7.68 8.08 8.48 8.89 9.30 536 -39.44
433.0 2.70 2.85 3.00 3.16 3.33 3.50 3.68 3.87 4.07 4.26 4.46 537 -16.93
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3228 3066 2911 2765 2623 2493 2369 2252 2146 2047 1957
IPC/PEI
SHT. 1 720.063 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
2
0
.
0
6
3
138KV LINE #423
STR 534 TO STR 538
OPGW STRINGING
SCALE : NA DATE: 06/16/2021
STRUCTURE RANGE 363 TO 365
WIRE 0
DS. CN
DR. ST SHT. 1 730.043 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
3
138KV LINE #423
STR 363 TO STR 365
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1041.5 26.89 27.60 28.30 29.00 29.69 30.38 31.06 31.73 32.39 33.05 33.70 363 5.59
882.7 19.32 19.83 20.33 20.83 21.32 21.82 22.31 22.79 23.26 23.74 24.20 364 17.70
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4647 4528 4417 4311 4211 4116 4025 3940 3861 3783 3711
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 972 ISSUED FOR BID
STRUCTURE RANGE 365 TO 374
WIRE 0
DS. CN
DR. ST SHT. 1 730.044 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
4
138KV LINE #423
STR 365 TO STR 374
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1026.5 26.39 27.39 28.38 29.37 30.37 31.36 32.33 33.29 34.25 35.18 36.11 365 65.66
750.4 14.13 14.66 15.19 15.72 16.25 16.78 17.30 17.82 18.33 18.83 19.33 366 69.98
799.9 16.11 16.72 17.33 17.93 18.54 19.14 19.73 20.32 20.90 21.48 22.04 367 101.82
639.4 10.28 10.67 11.05 11.44 11.83 12.21 12.59 12.96 13.34 13.70 14.06 368 73.44
928.6 21.70 22.52 23.33 24.15 24.97 25.78 26.58 27.37 28.15 28.92 29.69 369 110.63
411.8 4.24 4.40 4.56 4.72 4.87 5.03 5.19 5.34 5.50 5.65 5.79 370 11.33
352.6 3.11 3.22 3.34 3.46 3.57 3.69 3.80 3.92 4.03 4.14 4.25 371 -11.93
427.6 4.57 4.74 4.91 5.09 5.26 5.43 5.60 5.76 5.93 6.09 6.25 372 -17.73
425.3 4.80 4.98 5.16 5.34 5.52 5.70 5.88 6.05 6.23 6.40 6.57 373 -152.90
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4610 4443 4287 4143 4008 3881 3765 3657 3555 3460 3372
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 757 ISSUED FOR BID
STRUCTURE RANGE 374 TO 375
WIRE 0
DS. CN
DR. ST SHT. 1 730.045 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
5
138KV LINE #423
STR 374 TO STR 375
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1659.5 85.51 86.19 86.86 87.52 88.20 88.86 89.52 90.16 90.82 91.47 92.12 374 -397.88
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
3824 3794 3765 3737 3708 3681 3654 3628 3602 3577 3551
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 1614 ISSUED FOR BID
STRUCTURE RANGE 375 TO 391
WIRE 0
DS. CN
DR. ST SHT. 1 730.046 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
6
138KV LINE #423
STR 375 TO STR 391
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
713.7 11.12 11.66 12.21 12.77 13.34 13.90 14.47 15.03 15.59 16.14 16.70 375 -50.11
600.8 7.87 8.25 8.64 9.03 9.44 9.83 10.23 10.63 11.03 11.42 11.81 376 -20.91
449.3 4.40 4.61 4.83 5.05 5.28 5.50 5.72 5.95 6.17 6.39 6.60 377 -16.77
441.7 4.25 4.46 4.67 4.89 5.10 5.32 5.53 5.75 5.96 6.17 6.39 378 -20.77
599.3 7.83 8.21 8.60 8.99 9.39 9.79 10.19 10.58 10.98 11.37 11.76 379 -29.84
601.6 7.89 8.27 8.66 9.06 9.46 9.86 10.26 10.66 11.05 11.45 11.84 380 -21.85
663.2 9.58 10.05 10.52 11.00 11.49 11.97 12.46 12.95 13.43 13.91 14.38 381 -4.61
625.5 8.54 8.95 9.38 9.80 10.24 10.67 11.10 11.54 11.96 12.39 12.81 382 -37.68
737.4 11.85 12.42 13.01 13.61 14.21 14.80 15.41 16.01 16.61 17.20 17.79 383 -17.49
996.5 21.65 22.70 23.78 24.86 25.97 27.06 28.17 29.27 30.35 31.44 32.51 384 -33.66
570.1 7.08 7.42 7.78 8.13 8.49 8.85 9.21 9.57 9.92 10.28 10.63 385 -11.33
601.3 7.87 8.26 8.65 9.04 9.44 9.84 10.24 10.64 11.04 11.43 11.82 386 3.02
680.4 10.09 10.58 11.08 11.58 12.10 12.61 13.12 13.63 14.14 14.64 15.14 387 18.65
812.9 14.40 15.10 15.82 16.54 17.28 18.00 18.74 19.47 20.19 20.91 21.63 388 31.24
587.8 7.53 7.90 8.27 8.65 9.04 9.41 9.80 10.18 10.56 10.93 11.31 389 25.01
289.4 1.83 1.91 2.00 2.10 2.19 2.28 2.37 2.47 2.56 2.65 2.74 390 8.78
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5287 5042 4814 4604 4409 4232 4065 3912 3773 3643 3523
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 679 ISSUED FOR BID
STRUCTURE RANGE 391 TO DURKEE
WIRE 0
DS. CN
DR. ST SHT. 1 730.047 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
7
138KV LINE #423
STR 391 TO STR DURKEE
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
718.3 11.46 11.99 12.52 13.06 13.60 14.14 14.67 15.21 15.74 16.26 16.79 391 -5.22
694.5 10.71 11.21 11.70 12.21 12.71 13.21 13.71 14.22 14.72 15.20 15.69 392 -5.33
571.7 7.26 7.60 7.94 8.28 8.62 8.96 9.30 9.64 9.98 10.31 10.64 393 20.74
840.3 15.69 16.41 17.14 17.87 18.61 19.35 20.08 20.82 21.55 22.27 22.98 394 13.54
789.9 13.87 14.51 15.15 15.80 16.46 17.11 17.75 18.41 19.06 19.69 20.32 395 28.96
845.2 15.90 16.63 17.37 18.11 18.86 19.61 20.35 21.10 21.84 22.57 23.29 396 50.46
515.4 5.92 6.20 6.47 6.75 7.03 7.30 7.58 7.86 8.13 8.40 8.67 397 45.21
549.3 6.75 7.07 7.38 7.69 8.01 8.33 8.64 8.96 9.28 9.58 9.89 398 -69.28
268.1 1.61 1.69 1.76 1.84 1.91 1.99 2.06 2.14 2.21 2.29 2.36 399 -37.25
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5185 4956 4747 4551 4370 4204 4051 3907 3775 3654 3541
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 707 ISSUED FOR BID
STRUCTURE RANGE DURKEE-1 TO DURKEE-2
WIRE 0
DS. CN
DR. ST SHT. 1 730.048 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
8
138KV LINE #423
STR DURKEE-1 TO STR DURKEE-2
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
95.3 0.14 0.15 0.16 0.17 0.19 0.21 0.24 0.27 0.32 0.38 0.47 DURKEE-1 -7.76
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
7670 7158 6640 6108 5561 4999 4440 3866 3297 2742 2232
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 95 ISSUED FOR BID
STRUCTURE RANGE DURKEE-2 TO 410
WIRE 0
DS. CN
DR. ST SHT. 1 730.049 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
4
9
138KV LINE #423
STR DURKEE-2 TO STR 410
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
633.8 9.03 9.44 9.86 10.28 10.70 11.12 11.53 11.95 12.36 12.78 13.18 DURKEE-2 22.28
998.5 22.43 23.44 24.48 25.52 26.57 27.61 28.64 29.69 30.71 31.74 32.74 400 37.01
581.1 7.59 7.93 8.28 8.63 8.99 9.34 9.69 10.04 10.38 10.73 11.07 401 -6.63
605.3 8.23 8.60 8.98 9.37 9.75 10.13 10.51 10.89 11.27 11.64 12.01 402 2.90
697.7 10.94 11.43 11.94 12.44 12.95 13.47 13.96 14.48 14.97 15.47 15.96 403 -1.64
800.1 14.40 15.05 15.72 16.39 17.06 17.73 18.39 19.06 19.72 20.37 21.02 404 36.03
495.7 5.54 5.79 6.05 6.31 6.56 6.82 7.08 7.34 7.59 7.84 8.09 405 44.14
699.6 11.00 11.50 12.00 12.52 13.03 13.54 14.04 14.56 15.06 15.56 16.05 406 13.77
744.2 12.45 13.01 13.58 14.16 14.74 15.32 15.89 16.47 17.04 17.61 18.16 407 -2.50
379.3 3.23 3.38 3.53 3.68 3.83 3.98 4.13 4.28 4.42 4.57 4.72 408 8.09
482.6 5.30 5.54 5.78 6.03 6.28 6.52 6.77 7.01 7.25 7.50 7.73 409 -77.05
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5125 4904 4696 4505 4328 4164 4015 3873 3745 3624 3513
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 707 ISSUED FOR BID
STRUCTURE RANGE 410 TO 424
WIRE 0
DS. CN
DR. ST SHT. 1 730.05 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
138KV LINE #423
STR 410 TO STR 424
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
941.7 19.71 20.62 21.54 22.47 23.42 24.36 25.30 26.22 27.14 28.06 28.98 410 -21.73
587.6 7.67 8.02 8.38 8.75 9.11 9.48 9.84 10.20 10.56 10.92 11.27 411 6.67
795.1 14.06 14.71 15.37 16.04 16.71 17.39 18.05 18.71 19.37 20.03 20.68 412 44.83
369.1 3.03 3.17 3.31 3.45 3.60 3.74 3.89 4.03 4.17 4.31 4.45 413 18.65
627.7 8.76 9.16 9.57 9.99 10.41 10.83 11.24 11.65 12.06 12.47 12.87 414 -28.04
550.1 6.72 7.03 7.35 7.67 7.99 8.31 8.63 8.94 9.26 9.57 9.88 415 -11.48
722.0 11.58 12.12 12.66 13.21 13.76 14.31 14.86 15.41 15.95 16.49 17.02 416 -1.40
777.5 13.43 14.05 14.67 15.31 15.96 16.60 17.24 17.86 18.49 19.12 19.74 417 -9.25
742.8 12.26 12.82 13.40 13.98 14.57 15.15 15.73 16.31 16.88 17.45 18.02 418 -0.88
489.5 5.32 5.57 5.82 6.07 6.33 6.58 6.83 7.08 7.33 7.58 7.82 419 11.32
544.8 6.60 6.90 7.21 7.52 7.84 8.15 8.47 8.78 9.09 9.39 9.70 420 25.52
544.9 6.60 6.91 7.22 7.53 7.85 8.16 8.48 8.78 9.09 9.40 9.71 421 31.66
845.2 15.91 16.65 17.39 18.15 18.91 19.67 20.43 21.17 21.92 22.66 23.40 422 65.45
559.1 6.94 7.26 7.59 7.92 8.25 8.58 8.91 9.24 9.56 9.88 10.21 423 -4.00
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5185 4956 4745 4547 4364 4195 4040 3898 3766 3643 3528
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 702 ISSUED FOR BID
STRUCTURE RANGE 424 TO 431
WIRE 0
DS. CN
DR. ST SHT. 1 730.051 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
1
138KV LINE #423
STR 424 TO STR 431
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
893.2 17.80 18.62 19.45 20.30 21.13 21.98 22.82 23.67 24.50 25.32 26.13 424 45.20
661.1 9.79 10.24 10.69 11.16 11.61 12.08 12.54 13.01 13.46 13.91 14.36 425 64.01
482.1 5.22 5.46 5.71 5.96 6.20 6.45 6.69 6.94 7.19 7.43 7.67 426 64.05
692.5 10.69 11.19 11.68 12.19 12.69 13.20 13.71 14.21 14.72 15.21 15.69 427 28.43
750.9 12.61 13.18 13.77 14.37 14.96 15.56 16.15 16.75 17.35 17.92 18.50 428 59.00
597.4 8.01 8.37 8.74 9.13 9.50 9.88 10.26 10.64 11.01 11.38 11.75 429 69.10
636.4 9.08 9.50 9.92 10.35 10.78 11.21 11.64 12.07 12.49 12.91 13.32 430 70.56
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5168 4941 4731 4534 4355 4186 4033 3889 3757 3636 3523
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 702 ISSUED FOR BID
STRUCTURE RANGE 431 TO 434
WIRE 0
DS. CN
DR. ST SHT. 1 730.052 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
2
138KV LINE #423
STR 431 TO STR 434
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
545.6 6.03 6.38 6.75 7.13 7.51 7.92 8.32 8.72 9.13 9.53 9.94 431 20.78
608.8 7.51 7.94 8.39 8.87 9.35 9.85 10.35 10.85 11.36 11.86 12.36 432 -2.20
600.1 7.29 7.71 8.16 8.62 9.09 9.58 10.06 10.55 11.04 11.53 12.02 433 -10.87
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5685 5377 5084 4812 4565 4332 4123 3932 3759 3599 3452
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 587 ISSUED FOR BID
STRUCTURE RANGE 434 TO 440
WIRE 0
DS. CN
DR. ST SHT. 1 730.053 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
3
138KV LINE #423
STR 434 TO STR 440
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1629.9 69.54 70.90 72.26 73.58 74.92 76.24 77.52 78.82 80.09 81.38 82.63 434 -17.63
552.9 7.99 8.14 8.30 8.45 8.60 8.75 8.90 9.05 9.19 9.34 9.48 435 14.76
398.4 4.15 4.23 4.31 4.39 4.47 4.54 4.62 4.70 4.77 4.85 4.92 436 3.37
796.5 16.58 16.90 17.22 17.54 17.85 18.17 18.47 18.78 19.08 19.39 19.68 437 -14.27
796.9 16.60 16.93 17.25 17.56 17.88 18.19 18.50 18.81 19.11 19.41 19.71 438 26.13
907.4 21.55 21.97 22.39 22.80 23.21 23.62 24.01 24.41 24.80 25.20 25.59 439 52.15
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4409 4325 4244 4168 4094 4024 3958 3893 3831 3771 3714
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 1115 ISSUED FOR BID
STRUCTURE RANGE 440 TO 445
WIRE 0
DS. CN
DR. ST SHT. 1 730.054 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
4
138KV LINE #423
STR 440 TO STR 445
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 8000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1784.5 75.70 76.64 77.59 78.52 79.45 80.38 81.29 82.19 83.10 84.00 84.89 440 73.05
400.2 3.80 3.84 3.89 3.94 3.98 4.03 4.08 4.12 4.17 4.21 4.26 441 -11.49
1656.5 65.18 65.99 66.81 67.61 68.41 69.21 69.99 70.77 71.55 72.32 73.09 442 49.40
1102.9 28.89 29.25 29.61 29.96 30.32 30.67 31.02 31.36 31.70 32.05 32.39 443 -58.82
1686.4 67.53 68.37 69.21 70.05 70.87 71.70 72.51 73.32 74.13 74.93 75.72 444 10.41
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4858 4799 4741 4685 4631 4577 4526 4477 4428 4381 4335
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 1574 ISSUED FOR BID
STRUCTURE RANGE 445 TO 446
WIRE 0
DS. CN
DR. ST SHT. 1 730.055 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
5
138KV LINE #423
STR 445 TO STR 446
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 8000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
981.1 21.09 21.77 22.45 23.12 23.78 24.45 25.10 25.76 26.41 27.06 27.70 445 214.66
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5380 5213 5057 4910 4774 4643 4523 4407 4298 4196 4098
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 959 ISSUED FOR BID
STRUCTURE RANGE 446 TO 450
WIRE 0
DS. CN
DR. ST SHT. 1 730.056 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
6
138KV LINE #423
STR 446 TO STR 450
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 8000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1817.8 77.31 78.37 79.44 80.51 81.55 82.60 83.64 84.67 85.70 86.71 87.73 446 -20.50
596.5 8.32 8.43 8.55 8.66 8.77 8.89 9.00 9.11 9.22 9.33 9.44 447 35.29
1593.6 59.38 60.19 61.01 61.83 62.63 63.43 64.24 65.02 65.82 66.59 67.37 448 -8.63
694.7 11.29 11.44 11.60 11.75 11.90 12.06 12.21 12.36 12.51 12.65 12.80 449 41.99
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4933 4867 4801 4738 4678 4619 4561 4506 4452 4401 4350
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 1501 ISSUED FOR BID
STRUCTURE RANGE 450 TO 451
WIRE 0
DS. CN
DR. ST SHT. 1 730.057 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
7
138KV LINE #423
STR 450 TO STR 451
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 8000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
398.3 2.58 2.76 2.95 3.17 3.42 3.69 3.99 4.30 4.65 5.00 5.36 450 9.87
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
7074 6630 6192 5760 5344 4953 4581 4245 3931 3657 3406
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 399 ISSUED FOR BID
STRUCTURE RANGE 451 TO 452
WIRE 0
DS. CN
DR. ST SHT. 1 730.058 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
8
138KV LINE #423
STR 451 TO STR 452
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1781.6 90.84 91.50 92.15 92.80 93.46 94.10 94.74 95.39 96.03 96.66 97.30 451 -88.70
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4041 4012 3984 3956 3929 3902 3876 3850 3825 3799 3775
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 1780 ISSUED FOR BID
STRUCTURE RANGE 452 TO 478
WIRE 0
DS. CN
DR. ST SHT. 1 730.059 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
U
L
T

#

2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
5
9
138KV LINE #423
STR 452 TO STR 478
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
495.2 5.75 5.98 6.21 6.44 6.67 6.90 7.13 7.36 7.59 7.81 8.03 452 54.06
697.3 11.34 11.80 12.25 12.71 13.17 13.62 14.07 14.52 14.97 15.41 15.84 453 19.46
592.8 8.21 8.54 8.87 9.20 9.53 9.86 10.19 10.51 10.83 11.15 11.47 454 39.81
991.7 22.93 23.86 24.78 25.70 26.63 27.55 28.46 29.38 30.28 31.17 32.05 455 0.16
500.3 5.84 6.07 6.31 6.54 6.78 7.01 7.24 7.48 7.70 7.93 8.15 456 20.40
274.2 1.75 1.82 1.89 1.96 2.04 2.11 2.18 2.25 2.31 2.38 2.45 457 -10.48
1019.6 24.25 25.22 26.20 27.17 28.15 29.13 30.09 31.06 32.01 32.96 33.88 458 -4.46
576.0 7.74 8.05 8.36 8.67 8.99 9.30 9.60 9.91 10.22 10.52 10.81 459 24.96
766.9 13.75 14.31 14.86 15.41 15.97 16.52 17.07 17.62 18.16 18.69 19.22 460 62.24
550.9 7.12 7.40 7.69 7.98 8.26 8.55 8.83 9.12 9.39 9.67 9.94 461 62.19
570.1 7.58 7.88 8.19 8.49 8.80 9.10 9.40 9.70 10.00 10.29 10.58 462 6.65
845.3 16.69 17.36 18.03 18.70 19.38 20.05 20.71 21.37 22.03 22.68 23.32 463 50.50
890.8 18.63 19.38 20.13 20.88 21.63 22.38 23.12 23.87 24.60 25.32 26.04 464 106.76
525.7 6.45 6.71 6.97 7.23 7.49 7.75 8.00 8.26 8.51 8.76 9.01 465 24.82
735.1 12.60 13.10 13.61 14.12 14.63 15.13 15.63 16.13 16.63 17.12 17.60 466 10.85
887.0 18.34 19.08 19.82 20.56 21.30 22.04 22.76 23.50 24.22 24.93 25.63 467 4.64
442.6 4.57 4.75 4.94 5.12 5.30 5.49 5.67 5.85 6.03 6.21 6.38 468 -13.53
452.6 4.78 4.97 5.16 5.35 5.55 5.74 5.93 6.12 6.30 6.49 6.67 469 -13.29
816.2 15.54 16.16 16.79 17.41 18.04 18.67 19.28 19.90 20.51 21.12 21.71 470 -24.49
497.5 5.78 6.01 6.24 6.47 6.71 6.94 7.17 7.40 7.62 7.85 8.07 471 -24.13
677.7 10.71 11.15 11.58 12.01 12.44 12.87 13.29 13.72 14.14 14.56 14.97 472 -27.89
975.6 22.19 23.09 23.98 24.87 25.77 26.66 27.54 28.43 29.30 30.17 31.01 473 6.28
550.2 7.06 7.34 7.62 7.91 8.19 8.48 8.75 9.04 9.31 9.59 9.86 474 5.91
537.7 6.75 7.02 7.29 7.56 7.83 8.10 8.37 8.64 8.90 9.17 9.42 475 -27.42
976.7 22.25 23.14 24.03 24.93 25.83 26.73 27.61 28.50 29.37 30.24 31.09 476 -6.25
795.1 14.76 15.35 15.95 16.54 17.14 17.73 18.31 18.90 19.48 20.06 20.62 477 -40.04
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4940 4750 4573 4409 4256 4113 3982 3858 3744 3637 3538
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 761 ISSUED FOR BID
STRUCTURE RANGE 478 TO 480
WIRE 0
DS. CN
DR. ST SHT. 1 730.06 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
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-
7
3
9
2
9
-
7
3
0
.
0
6
138KV LINE #423
STR 478 TO STR 480
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1013.3 24.89 25.67 26.46 27.23 27.99 28.77 29.51 30.28 31.01 31.75 32.47 478 44.62
605.7 8.92 9.20 9.48 9.76 10.03 10.31 10.58 10.85 11.11 11.38 11.64 479 60.02
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4757 4613 4477 4349 4231 4118 4014 3913 3821 3731 3649
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 882 ISSUED FOR BID
STRUCTURE RANGE 480 TO 489
WIRE 0
DS. CN
DR. ST SHT. 1 730.061 06
REF.(S)X
HUNTINGTON-QUARTZ
VA
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2
3
A
-
7
3
9
2
9
-
7
3
0
.
0
6
1
138KV LINE #423
STR 480 TO STR 489
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
389.6 3.59 3.72 3.85 3.97 4.10 4.22 4.34 4.46 4.59 4.71 4.82 480 2.46
942.3 21.04 21.78 22.52 23.26 23.98 24.72 25.43 26.14 26.86 27.55 28.25 481 -3.12
601.1 8.56 8.86 9.16 9.46 9.75 10.05 10.34 10.63 10.92 11.20 11.49 482 -0.56
598.3 8.49 8.79 9.09 9.39 9.68 9.98 10.26 10.55 10.84 11.12 11.40 483 -32.62
744.8 13.16 13.63 14.09 14.55 15.01 15.47 15.91 16.36 16.80 17.24 17.68 484 -44.86
1000.6 23.73 24.57 25.39 26.23 27.05 27.88 28.68 29.49 30.29 31.08 31.87 485 -3.73
942.6 21.08 21.83 22.56 23.31 24.04 24.77 25.48 26.20 26.91 27.61 28.31 486 50.87
374.2 3.33 3.45 3.56 3.68 3.79 3.91 4.02 4.14 4.25 4.36 4.47 487 33.98
964.4 22.07 22.85 23.62 24.39 25.16 25.93 26.67 27.42 28.17 28.90 29.64 488 48.17
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
4862 4696 4543 4399 4266 4139 4024 3914 3810 3714 3622
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 831 ISSUED FOR BID
STRUCTURE RANGE 489 TO 508
WIRE 0
DS. CN
DR. ST SHT. 1 730.062 06
REF.(S)X
HUNTINGTON-QUARTZ
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3
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7
3
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2
9
-
7
3
0
.
0
6
2
138KV LINE #423
STR 489 TO STR 508
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
947.9 20.14 21.03 21.94 22.84 23.74 24.66 25.55 26.46 27.34 28.22 29.10 489 -35.28
494.9 5.48 5.73 5.97 6.22 6.46 6.71 6.95 7.20 7.44 7.68 7.92 490 -7.54
877.6 17.25 18.01 18.79 19.56 20.33 21.12 21.88 22.66 23.41 24.17 24.92 491 -8.01
621.2 8.65 9.03 9.42 9.81 10.19 10.59 10.97 11.36 11.74 12.11 12.49 492 25.23
649.1 9.44 9.85 10.28 10.70 11.12 11.55 11.97 12.39 12.80 13.22 13.63 493 -0.99
735.8 12.13 12.66 13.21 13.75 14.29 14.85 15.38 15.93 16.46 16.99 17.52 494 -11.42
511.7 5.86 6.12 6.39 6.65 6.91 7.18 7.44 7.70 7.96 8.21 8.47 495 -10.20
602.2 8.12 8.48 8.84 9.21 9.57 9.94 10.30 10.67 11.02 11.38 11.73 496 -7.13
848.0 16.12 16.82 17.55 18.27 18.99 19.73 20.44 21.17 21.87 22.57 23.28 497 25.78
475.9 5.07 5.29 5.52 5.75 5.98 6.21 6.43 6.66 6.88 7.10 7.32 498 2.14
521.6 6.10 6.36 6.64 6.91 7.18 7.46 7.73 8.00 8.27 8.54 8.80 499 -13.11
550.8 6.80 7.09 7.40 7.70 8.01 8.32 8.62 8.92 9.22 9.52 9.81 500 -9.71
652.9 9.55 9.97 10.40 10.83 11.25 11.69 12.11 12.54 12.96 13.37 13.79 501 -9.28
546.3 6.68 6.98 7.28 7.58 7.88 8.18 8.48 8.78 9.07 9.36 9.65 502 -8.62
603.0 8.15 8.50 8.87 9.24 9.60 9.97 10.33 10.70 11.05 11.41 11.76 503 -19.47
826.6 15.31 15.98 16.67 17.36 18.04 18.74 19.41 20.10 20.77 21.44 22.11 504 -10.52
767.0 13.18 13.76 14.35 14.94 15.53 16.13 16.71 17.31 17.88 18.46 19.03 505 -15.73
979.3 21.50 22.44 23.41 24.38 25.34 26.32 27.27 28.24 29.18 30.12 31.06 506 30.43
568.0 7.23 7.55 7.87 8.20 8.52 8.85 9.17 9.50 9.81 10.13 10.44 507 -22.75
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5142 4925 4722 4536 4363 4202 4056 3916 3791 3672 3562
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 726 ISSUED FOR BID
STRUCTURE RANGE 508 TO 534
WIRE 0
DS. CN
DR. ST SHT. 1 730.063 06
REF.(S)X
HUNTINGTON-QUARTZ
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3
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9
-
7
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0
.
0
6
3
138KV LINE #423
STR 508 TO STR 534
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
530.0 6.45 6.72 6.99 7.26 7.53 7.80 8.07 8.33 8.59 8.85 9.11 508 -26.73
618.9 8.79 9.16 9.52 9.89 10.26 10.62 10.99 11.35 11.71 12.06 12.42 509 -13.96
579.1 7.70 8.02 8.34 8.66 8.98 9.30 9.62 9.94 10.25 10.56 10.87 510 -13.03
521.9 6.26 6.52 6.78 7.04 7.30 7.56 7.83 8.08 8.33 8.59 8.84 511 -27.19
578.4 7.68 8.01 8.32 8.64 8.97 9.28 9.61 9.92 10.23 10.54 10.85 512 -25.70
758.3 13.20 13.75 14.29 14.84 15.40 15.95 16.50 17.04 17.58 18.11 18.64 513 -12.92
1108.1 28.26 29.44 30.60 31.78 32.98 34.14 35.34 36.48 37.64 38.79 39.92 514 71.25
305.8 2.15 2.24 2.33 2.42 2.51 2.60 2.69 2.77 2.86 2.95 3.03 515 15.82
519.8 6.20 6.46 6.71 6.97 7.23 7.49 7.75 8.00 8.25 8.51 8.76 516 -1.81
621.3 8.87 9.24 9.60 9.97 10.35 10.71 11.08 11.44 11.81 12.17 12.52 517 -24.88
878.9 17.74 18.48 19.20 19.95 20.70 21.43 22.18 22.90 23.62 24.34 25.05 518 -19.87
1053.9 25.52 26.58 27.63 28.70 29.78 30.83 31.91 32.95 33.99 35.03 36.05 519 33.41
629.5 9.11 9.49 9.86 10.24 10.63 11.00 11.39 11.76 12.13 12.50 12.86 520 -34.22
907.3 18.93 19.72 20.50 21.29 22.09 22.87 23.67 24.44 25.21 25.98 26.74 521 -52.00
695.6 11.11 11.57 12.03 12.49 12.96 13.42 13.89 14.34 14.79 15.24 15.69 522 -8.05
599.9 8.27 8.61 8.95 9.30 9.65 9.99 10.33 10.67 11.01 11.34 11.67 523 -27.68
598.7 8.23 8.57 8.91 9.25 9.60 9.94 10.29 10.62 10.96 11.29 11.62 524 -11.08
579.7 7.72 8.04 8.35 8.68 9.00 9.32 9.65 9.96 10.27 10.59 10.90 525 -16.59
813.4 15.19 15.82 16.45 17.08 17.73 18.35 18.99 19.61 20.23 20.84 21.45 526 -19.58
603.5 8.36 8.71 9.05 9.40 9.76 10.10 10.45 10.79 11.13 11.47 11.81 527 -18.90
880.8 17.81 18.55 19.28 20.03 20.78 21.52 22.27 22.99 23.72 24.44 25.16 528 6.25
620.5 8.84 9.21 9.57 9.94 10.31 10.68 11.05 11.41 11.77 12.12 12.48 529 -2.54
667.4 10.22 10.65 11.07 11.50 11.93 12.35 12.78 13.19 13.61 14.03 14.44 530 -3.69
878.9 17.73 18.47 19.20 19.94 20.69 21.42 22.17 22.89 23.61 24.34 25.05 531 -5.86
650.0 9.70 10.10 10.50 10.91 11.32 11.72 12.13 12.52 12.91 13.31 13.70 532 14.13
413.0 3.92 4.08 4.24 4.40 4.57 4.73 4.89 5.05 5.21 5.37 5.53 533 13.25
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5018 4817 4635 4462 4301 4154 4014 3888 3769 3658 3554
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 751 ISSUED FOR BID
STRUCTURE RANGE 534 TO 538
WIRE 0
DS. CN
DR. ST SHT. 1 730.064 06
REF.(S)X
HUNTINGTON-QUARTZ
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9
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0
6
4
138KV LINE #423
STR 534 TO STR 538
CONDUCTOR STRINGING
SCALE : NA DATE: 06/06/2021
NESC MEDIUM TENSION (LBS) 7000
W.O. 27520569
Span Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Mid Left Span
Length Span Span Span Span Span Span Span Span Span Span Span Struct Vertical
Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Sag Number Projection
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
759.3 12.09 12.76 13.44 14.15 14.88 15.61 16.35 17.09 17.82 18.56 19.28 534 -56.47
469.7 4.63 4.89 5.15 5.42 5.70 5.98 6.26 6.54 6.82 7.11 7.38 535 -39.89
624.9 8.18 8.63 9.09 9.57 10.07 10.56 11.06 11.56 12.06 12.56 13.05 536 -39.44
432.8 3.92 4.14 4.36 4.59 4.82 5.06 5.30 5.54 5.78 6.02 6.25 537 -18.47
Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz Horiz
Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension Tension
0 F 10 F 20 F 30 F 40 F 50 F 60 F 70 F 80 F 90 F 100 F
(lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)
5508 5219 4954 4706 4476 4266 4073 3898 3738 3589 3454
IPC/PEI
REVISIONS
ASCR STILT 6/16/2021
RULING SPAN (FT) 614 ISSUED FOR BID
SECTION 800
WIRE ATTACHMENTS

A
S2 S1 S1 S2 O2 O1 O1 O2 C2 C1 OR CR1
HF-SWITCH 971.8 1044.844 DE DE DE
HFT-L 971.8 886.095 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP CR1-(3) @ 30"
HF-SWITCH 756.5 1029.885 DE S1-(1) @ 16"DE O1-(1) @21"DE
HFT-L 756.5 750.367 SUSP SUSP SUSP
HFT 756.5 799.85 SUSP SUSP SUSP
HFT 756.5 639.413 SUSP SUSP SUSP
HFT-L 756.5 928.554 SUSP S1-(1) @ 16"SUSP SUSP
HFT-LG 756.5 411.819 SUSP SUSP SUSP
HFT 756.5 352.638 SUSP SUSP SUSP
HFT 756.5 427.573 SUSP SUSP SUSP
HFT-L 756.5 426.409 SUSP SUSP SUSP
3PDE-0 1613.8 1661.604 DE DE DE
3PDE-60 678.7 714.673 DE S1-(1) @ 16"DE O2-(1) @19" O1-(1) @19"DE C2-(3) @ 27" C1-(3) @ 34"
HFT 678.7 600.845 SUSP SUSP SUSP
HFT 678.7 449.345 SUSP SUSP SUSP
HFT 678.7 441.741 SUSP SUSP SUSP
HFT 678.7 599.271 SUSP SUSP SUSP
HFT 678.7 601.598 SUSP SUSP SUSP
HFT 678.7 663.233 SUSP SUSP SUSP
HFT 678.7 625.49 SUSP SUSP SUSP
HFT 678.7 737.389 SUSP SUSP SUSP
HFT-L 678.7 996.505 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP
HFT 678.7 570.117 SUSP SUSP SUSP
HFT 678.7 601.261 SUSP SUSP SUSP
HFT 678.7 680.406 SUSP SUSP SUSP
HFT 678.7 812.887 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP
HFT 678.7 587.844 SUSP SUSP SUSP
HFT 678.7 290.433 SUSP SUSP SUSP
3PDE-60 706.9 719.274 SUSP SUSP SUSP
HFT 706.9 694.478 SUSP SUSP SUSP
HFT 706.9 571.738 SUSP SUSP SUSP
HFT 706.9 840.253 SUSP S1-(1) @ 16"SUSP SUSP
HFT-L 706.9 789.919 SUSP SUSP SUSP
HFT-L 706.9 845.179 SUSP S1-(1) @ 16"SUSP SUSP
HFT 706.9 515.897 SUSP SUSP SUSP
3PLA 706.9 549.795 SUSP SUSP SUSP
HFT 706.9 268.146 SUSP SUSP SUSP
DS. CN
DR. ST
NOTES:
1. "R" INDICATED ON ARMOR ROD
399
CR1-(3) @ 30"
IPC/PEI
801.002 06
REF.(S)X
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2
9
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0
0
2
HUNTINGTON-QUARTZ
138KV LINE #423
WIRE ATTACHMENTS
DAMPERS -2024
SCALE : NA DATE: 12/20/2019
SHT. 2
REVISIONS
6/25/2021
ISSUED FOR BID
W.O. 27520569
STRUCTURE TYPESTR. NO.
C1 OR CR1
OHGW 3/8" EHS STEEL
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
OPGW DNO-5484
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
COND 715.5 KCMIL 24/7 ACSR "STILT"
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
AHEAD SPAN
C2
ATTCH.
BACK SPAN AHEAD SPAN
ATTCH.
BACK SPAN AHEAD SPAN
ATTCH.
BACK SPAN
SPAN
AHEAD
(FEET)
RULING SPAN
AHEAD
(FEET)
367
368
365
366
363
364
374
371
372
369
370
393
394
389
390
387
388
385
377
378
375
376
373
386
383
384
CR1-(3) @ 30"
381
397
391
392
382
379
380
398
395
396
A
S2 S1 S1 S2 O2 O1 O1 O2 C2 C1 OR CR1
SUB-FRAME 95 95.345 DE DE DE
SUB-FRAME 706.7 633.822 DE DE DE
HFT-L 706.7 998.542 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP
HFT 706.7 581.085 SUSP SUSP SUSP
HFT 706.7 605.293 SUSP SUSP SUSP
HFT 706.7 697.688 SUSP SUSP SUSP
HFT 706.7 800.118 SUSP SUSP SUSP
HFT 706.7 495.725 SUSP SUSP SUSP
HFT 706.7 699.59 SUSP SUSP SUSP
HFT 706.7 744.2 SUSP SUSP SUSP
HFT 706.7 379.291 SUSP SUSP SUSP
HFT-L 706.7 483.548 SUSP SUSP SUSP
HF-DE 701.2 942.574 DE DE DE
HFT 701.2 587.623 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP CR1-(3) @ 30"
HFT 701.2 795.088 SUSP SUSP SUSP
HFT 701.2 369.056 SUSP SUSP SUSP
HFT-L 701.2 627.658 SUSP SUSP SUSP
HFT 701.2 550.104 SUSP SUSP SUSP
HFT 701.2 722.04 SUSP SUSP SUSP
HFT 701.2 777.456 SUSP SUSP SUSP
HFT 701.2 742.842 SUSP SUSP SUSP
HFT 701.2 489.525 SUSP SUSP SUSP
HFT 701.2 544.766 SUSP SUSP SUSP
HFT 701.2 544.852 SUSP SUSP SUSP
HFT 701.2 845.151 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP
HFT-L 701.2 560.206 SUSP SUSP SUSP
3PDE-60 702 894.237 DE DE DE
HFT 702 661.129 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP CR1-(3) @ 30"
HFT 702 482.137 SUSP SUSP SUSP
HFT 702 692.463 SUSP SUSP SUSP
HFT 702 750.927 SUSP SUSP SUSP
HFT 702 597.397 SUSP SUSP SUSP
HFT 702 637.294 SUSP SUSP SUSP
HF-DE 586.6 546.992 DE DE DE
3PLA 586.6 609.269 SUSP SUSP SUSP
HFT 586.6 601.166 SUSP SUSP SUSP
3PDE-0 1114.8 1631.027 DE DE DE
DS. CN
DR. ST
SCALE : NA DATE: 12/20/2019
SHT. 2 801.003 06
434
REF.(S)X
NOTES:
1. "R" INDICATED ON ARMOR ROD
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HUNTINGTON-QUARTZ
138KV LINE #423
WIRE ATTACHMENTS
DAMPERS -2024
432
433
430
431
428
429
426
427
424
425
422
423
420
421
418
419
416
417
414
415
412
413
410
411
408
409
406
407
404
405
402
403
400 CR1-(3) @ 30"
401
DURKEE-1 IPC/PEI
DURKEE-2
ATTCH.
BACK SPAN AHEAD SPAN
C1 OR CR1 C2 W.O. 27520569
COND 715.5 KCMIL 24/7 ACSR "STILT"
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
REVISIONS
6/25/2021
ISSUED FOR BID
ATTCH.
BACK SPAN AHEAD SPAN
ATTCH.
BACK SPAN AHEAD SPAN
STR. NO. STRUCTURE TYPE
RULING SPAN
AHEAD
(FEET)
SPAN
AHEAD
(FEET)
OHGW 3/8" EHS STEEL
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
OPGW DNO-5484
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
A
S2 S1 S1 S2 O2 O1 O1 O2 C2 C1 OR CR1
HFT-LG 1114.8 552.866 SUSP S1-(1) @ 16"SUSP O1-(1) @19"SUSP CR1-(3) @ 30"
HFT 1114.8 398.444 SUSP SUSP SUSP
HFT 1114.8 796.522 SUSP SUSP SUSP
HFT-L 1114.8 796.93 SUSP SUSP SUSP
HFT-L 1114.8 908.569 SUSP SUSP SUSP
3PDE-0 1573.2 1785.729 DE S1-(1) @ 16"DE O1-(1) @21"DE
HFT-LG 1573.2 400.219 SUSP SUSP SUSP
HFT-LG 1573.2 1656.505 SUSP SUSP SUSP
HFT-L 1573.2 1102.92 SUSP S1-(1) @ 16" S1-(1) @ 16"SUSP O1-(1) @21" O1-(1) @21"SUSP CR1-(3) @ 33"
HFT-LG 1573.2 1687.301 SUSP SUSP SUSP
HF-DE 958.4 983.113 DE S1-(1) @ 16" S1-(1) @ 16"DE O2-(1) @19" O1-(1) @19" O1-(1) @19" O2-(1) @19"DE C1-(3) @ 29" C1-(3) @ 37"
3PDE-0 1501 1818.946 DE S1-(1) @ 16"DE O1-(1) @19" O2-(1) @19"DE
HFT-LG 1501 596.472 SUSP SUSP SUSP
HFT-LG 1501 1593.614 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-LG 1501 695.595 SUSP SUSP SUSP
HF-DE 398.2 400.265 DE DE DE
3PDE-0 1779.3 1783.543 DE S1-(1) @ 16"DE O1-(1) @19" O2-(1) @19"DE
HF-DE 760.8 496.081 DE DE DE
HFT 760.8 697.346 SUSP SUSP SUSP
HFT 760.8 592.787 SUSP SUSP SUSP
HFT-L 760.8 991.677 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT 760.8 500.275 SUSP SUSP SUSP
HFT 760.8 274.21 SUSP SUSP SUSP
HFT-LG 760.8 1019.646 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-L 760.8 576.022 SUSP SUSP SUSP
HFT 760.8 766.854 SUSP SUSP SUSP
HFT 760.8 550.885 SUSP SUSP SUSP
HFT-L 760.8 570.118 SUSP SUSP SUSP
HFT 760.8 845.268 SUSP SUSP SUSP
HFT-L 760.8 890.773 SUSP S1-(1) @ 16"SUSP SUSP
HFT-L 760.8 525.697 SUSP SUSP SUSP
HFT 760.8 735.065 SUSP SUSP SUSP
HFT-L 760.8 886.966 SUSP S1-(1) @ 16"SUSP SUSP
HFT 760.8 443.313 SUSP SUSP SUSP
3PLA 760.8 453.311 SUSP SUSP SUSP
DS. CN
DR. ST
SCALE : NA DATE: 12/20/2019
SHT. 2 801.004 06
REF.(S)X
NOTES:
1. "R" INDICATED ON ARMOR ROD
VA
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#

2
3
A
-
7
3
9
2
9
-
8
1
0
.
0
0
2
HUNTINGTON-QUARTZ
138KV LINE #423
WIRE ATTACHMENTS
DAMPERS -2024
469
467
468
465
466
463
464
461
462
459
460
457
458 CR1-(3) @ 30"
455 CR1-(3) @ 30"
456
453
454
451 C1-(3) @ 35" C1-(3) @ 28"
452
449
450
447
448 CR1-(3) @ 33"
445 C1-(3) @ 36" C1-(3) @ 29"
446 C1-(3) @ 37" C1-(3) @ 30"
443 CR1-(3) @ 33"
444
441
442
439
440 C1-(3) @ 37" C1-(3) @ 29"
437
438
435 IPC/PEI
436
ATTCH.
BACK SPAN AHEAD SPAN
C1 OR CR1 C2 W.O. 27520569
COND 715.5 KCMIL 24/7 ACSR "STILT"
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
REVISIONS
6/25/2021
ISSUED FOR BID
ATTCH.
BACK SPAN AHEAD SPAN
ATTCH.
BACK SPAN AHEAD SPAN
STR. NO. STRUCTURE TYPE
RULING SPAN
AHEAD
(FEET)
SPAN
AHEAD
(FEET)
OHGW 3/8" EHS STEEL
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
OPGW DNO-5484
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
A
S2 S1 S1 S2 O2 O1 O1 O2 C2 C1 OR CR1
HFT 760.8 816.208 SUSP SUSP SUSP
HFT 760.8 497.523 SUSP SUSP SUSP
HFT 760.8 677.681 SUSP SUSP SUSP
HFT-L 760.8 975.578 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT 760.8 550.208 SUSP SUSP SUSP
HFT 760.8 537.674 SUSP SUSP SUSP
HFT 760.8 976.711 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-L 760.8 796.063 SUSP SUSP SUSP
HF-DE 881.3 1014.24 DE DE DE
HFT-L 881.3 606.618 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP CR1-(3) @ 30"
HF-DE 830.3 390.489 DE DE DE
HFT-LG 830.3 942.275 SUSP S1-(1) @ 16"SUSP SUSP
HFT 830.3 601.079 SUSP SUSP SUSP
HFT 830.3 598.32 SUSP SUSP SUSP
HFT 830.3 744.796 SUSP SUSP SUSP
HFT-L 830.3 1000.638 SUSP SUSP SUSP
HFT-L 830.3 942.613 SUSP S1-(1) @ 16" S1-(1) @ 16"SUSP O1-(1) @21" O1-(1) @21"SUSP CR1-(3) @ 30"
HFT-LG 830.3 374.175 SUSP SUSP SUSP
HFT-LG 830.3 965.357 SUSP SUSP SUSP
HF-DE 725.9 948.82 DE S1-(1) @ 16" S1-(1) @ 16"DE O2-(1) @19" O1-(1) @19" O1-(1) @19" O2-(1) @19"DE C1-(3) @ 29" C1-(3) @ 37"
HFT 725.9 494.877 SUSP SUSP SUSP
HFT 725.9 877.556 SUSP S1-(1) @ 16"SUSP SUSP
HFT 725.9 621.234 SUSP SUSP SUSP
HFT 725.9 649.147 SUSP SUSP SUSP
HFT 725.9 735.825 SUSP SUSP SUSP
HFT 725.9 511.718 SUSP SUSP SUSP
HFT 725.9 602.215 SUSP SUSP SUSP
HFT 725.9 847.992 SUSP S1-(1) @ 16"SUSP SUSP
HFT 725.9 475.89 SUSP SUSP SUSP
HFT 725.9 521.639 SUSP SUSP SUSP
HFT 725.9 550.811 SUSP SUSP SUSP
HFT 725.9 652.923 SUSP SUSP SUSP
HFT 725.9 546.318 SUSP SUSP SUSP
HFT 725.9 602.978 SUSP SUSP SUSP
HFT 725.9 826.62 SUSP S1-(1) @ 16"SUSP SUSP
DS. CN
DR. ST
SCALE : NA DATE: 12/20/2019
SHT. 2 801.005 06
REF.(S)X
NOTES:
1. "R" INDICATED ON ARMOR ROD
VA
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T

#

2
3
A
-
7
3
9
2
9
-
8
1
0
.
0
0
2
HUNTINGTON-QUARTZ
138KV LINE #423
WIRE ATTACHMENTS
DAMPERS -2024
504
502
503
500
501
498
499
496
497
494
495
492
493
490
491
488
489 C1-(3) @ 37" C1-(3) @ 29"
486 CR1-(3) @ 30"
487
484
485
482
483
480
481
478
479
476 CR1-(3) @ 30"
477
474
475
472
473 CR1-(3) @ 30"
470 IPC/PEI
471
ATTCH.
BACK SPAN AHEAD SPAN
C1 OR CR1 C2 W.O. 27520569
COND 715.5 KCMIL 24/7 ACSR "STILT"
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
REVISIONS
6/25/2021
ISSUED FOR BID
ATTCH.
BACK SPAN AHEAD SPAN
ATTCH.
BACK SPAN AHEAD SPAN
STR. NO. STRUCTURE TYPE
RULING SPAN
AHEAD
(FEET)
SPAN
AHEAD
(FEET)
OHGW 3/8" EHS STEEL
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
OPGW DNO-5484
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
A
S2 S1 S1 S2 O2 O1 O1 O2 C2 C1 OR CR1
HFT-L 725.9 766.971 SUSP SUSP SUSP
HFT-L 725.9 979.343 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-L 725.9 568.963 SUSP SUSP SUSP
HF-DE 750.4 530.88 DE DE DE
HFT 750.4 618.857 SUSP SUSP SUSP
HFT 750.4 579.14 SUSP SUSP SUSP
HFT 750.4 521.939 SUSP SUSP SUSP
HFT 750.4 578.385 SUSP SUSP SUSP
HFT 750.4 758.538 SUSP SUSP SUSP
3PLA 750.4 1108.398 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-LG 750.4 305.783 SUSP SUSP SUSP
HFT 750.4 519.797 SUSP SUSP SUSP
HFT 750.4 621.324 SUSP SUSP SUSP
HFT 750.4 878.891 SUSP SUSP SUSP
HFT-L 750.4 1053.91 SUSP S1-(1) @ 16" S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-L 750.4 629.495 SUSP SUSP SUSP
HFT 750.4 907.285 SUSP S1-(1) @ 16"SUSP O1-(1) @21"SUSP
HFT-L 750.4 695.628 SUSP SUSP SUSP
HFT 750.4 599.861 SUSP SUSP SUSP
HFT 750.4 598.74 SUSP SUSP SUSP
HFT 750.4 579.744 SUSP SUSP SUSP
HFT 750.4 813.355 SUSP SUSP SUSP
HFT 750.4 603.509 SUSP SUSP SUSP
HFT 750.4 880.811 SUSP S1-(1) @ 16"SUSP SUSP
HFT 750.4 620.526 SUSP SUSP SUSP
HFT 750.4 667.389 SUSP SUSP SUSP
HFT 750.4 878.884 SUSP S1-(1) @ 16"SUSP SUSP
HFT 750.4 649.998 SUSP SUSP SUSP
HFT 750.4 414.066 SUSP SUSP SUSP
3PDE-90 614.1 760.565 DE DE DE
3PMA 614.1 469.907 SUSP S1-(1) @ 16"SUSP SUSP
HFT 614.1 624.883 SUSP SUSP SUSP
HFT 614.1 433.937 SUSP SUSP SUSP
3PDE-0 DE DE DE
DS. CN
DR. ST
SCALE : NA DATE: 12/20/2019
SHT. 2 801.006 06
REF.(S)X
NOTES:
1. "R" INDICATED ON ARMOR ROD
VA
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#

2
3
A
-
7
3
9
2
9
-
8
1
0
.
0
0
2
HUNTINGTON-QUARTZ
138KV LINE #423
WIRE ATTACHMENTS
DAMPERS -2024
537
538
535
536
533
534
531
532
529
530
527
528
525
526
523
524
521 CR1-(3) @ 30"
522
519 CR1-(3) @ 30"
520
517
518
515
516
513
514 CR1-(3) @ 30"
511
512
509
510
507
508
505 IPC/PEI
506 CR1-(3) @ 30"
ATTCH.
BACK SPAN AHEAD SPAN
C1 OR CR1 C2 W.O. 27520569
COND 715.5 KCMIL 24/7 ACSR "STILT"
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
REVISIONS
6/25/2021
ISSUED FOR BID
ATTCH.
BACK SPAN AHEAD SPAN
ATTCH.
BACK SPAN AHEAD SPAN
STR. NO. STRUCTURE TYPE
RULING SPAN
AHEAD
(FEET)
SPAN
AHEAD
(FEET)
OHGW 3/8" EHS STEEL
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
OPGW DNO-5484
DAMPING PER STRUCTURE
(SEE DRAWING 800.001 FOR DETAILS)
O1 W1 Y1 O2 W2 Y2 O3 W3 Y3 O4 A
OHGW 36-W-s 36-O-s 36-Y-s 36-O-s
OPGW 36-O-o 36-Y-o 36-W-o 36-O-o
B
C
D
DS. CN
DR. ST
ISSUED FOR 60%
NOTE:
REVISIONS
12/20/2019
ISSUED FOR REVIEW
W.O.
811.002 06
REF.(S)X
VA
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#

2
3
A
-
7
3
9
2
9
-
8
2
0
.
0
0
2
HUNTINGTON-QUARTZ
138KV LINE #423
WIRE ATTACHMENTS
2024 MARKER BALLS
SCALE : NA DATE: 12/20/2019
SHT. 2
REVIEW
W.O. 27520569
IPC/PEI
12/18/2020
IPC/PEI
MARKER BALL SCHEDULESTR.
NO.STRUCTURE TYPE
SPAN
AHEAD
(feet)
BALLS IN
SPAN
(ALTERNATIN
SPACING
(feet)
WIRE
ATTACHMENT
446 3PDE-0 1766 8 196
2/5/2021
ISSUED OF 60%B
REVIEW
W.O. 27520569
IPC/PEI
6/25/2021
ISSUED OF BID
REVIEW
W.O. 27520569
IPC/PEI
SECTION 900
STRUCTURE REMOVAL
STR TYP
STR.
COUNT BELLS / STR. POST
HT / CL TOTAL A1524 A
45/1 4 A-HD 3 48
45/4 3 A-HD-GBA 1 24
50/1 9 A-HGA 2 24
50/2 20 AH-HP 0 60
50/3 44 AHX 1 84 B
50/4 2 AHX-BP 0 84
55/1 8 AHX-HP 2 84
55/2 22 AHXS 1 60
55/3 81 AK 424
55/H1 2 AKX 11 24 C
60/1 9 AKX-HDS 1 24
60/2 7 AKX-OGB 1 24
60/3 51 AKXS 1 24
65/1 7 AX 69 24
65/2 13 AXB 5 24
65/3 41 AXB-HD 2 24
70/1 5 AXBS 3 24
70/2 12 AXBS-HDW 0 48
70/3 10 AX-HD 15 48
70C1 0 AX-HD-GBA 3 48
75/1 0 AX-HD-HGA 1 48
75/2 23 AX-HGA 3 24
75/3 2 AX-OGB 5 24
75LD3 2 AXST-SW 1 60
80/1 2 DX 1 24
80/2 1 E 1 24
85/1 3 ES 1 24
85/2 1 EX-BRPST 1 3
90/1 2 GX-28 2 60
HS 2 60
HX 12 60 3
HX-20 1 60 3
HX-HP 6 60 3
NEW AX 0 24
TAP 1 30 3
BELLS 5862
POST 63
DS. DR
DR. ST
REF.(S)X
Va
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#

2
3
A
-
7
3
9
2
9
-
9
1
0
.
0
0
0
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
TOTALS
SCALE : NA DATE: 12/20/2019
SHT. 0 910.000 06
BRACE POST
SWITCH
W.O.
W.O. 27520569
IPC/PEI
ISSUED FOR 60%
REVIEW
TOTALS
REVISIONS
12/20/2019
ISSUED FOR REVIEW
STR. REMOVALS NOTES
IPC/PEI
12/18/2020
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
A
23D-8483-1 365 AX 745.767 65/2
366A TAP 161.72 -0.0021 75/2 65/2
366
AXST-SW Switch
111T3 998.609 75LD3
367 AX-OGB 754.617 85/1
23D-8483-1 368 AX 798.714 60/3 B
23D-8483-3 369 AKX 646.764 60/3
370 AX-OGB 943.564 80/2
23D-8483-3 371 AK 399.22 0.0626 65/3
23D-8483-3 372 AK 352.637 0.2278 60/3
23D-8483-3 373 AX 436.193 -0.3971 45/4 C
23D-8483-9 374 HX 409.461 0.0296 75/2 75/2
23D-8483-9 375 HX 1669.925 0.0996 55/3 60/3
Left & Center Poles
Replaced Due to 376 AHX-HP 706.606 43.1008 55/H1 55/H1
23D-8483-2 377 A-HD 599.974 55/3
23D-8483-1 378 AX 450.328 55/3
23D-8483-1 379 AX 442.509 55/3
23D-8483-1 380 AX 599.044 55/3
23D-8483-1 381 AX 598.349 55/3
23D-8483-1 382 AX 674.39 65/3
23D-8483-3 383 AXBS 624.148 60/2
384 AX-OGB 738.222 75/2
23D-8483-2 385 AX-HD 998.378 -1.3328 65/3
386 AX-OGB 559.622 -0.0221 75/2
23D-8483-1 387 AX 602.204 60/3
23D-8483-1 388 AX 698.052 60/3
23D-8483-2 389 A-HD 792.576 -0.0779 65/3
23D-8483-1 390 AX-HGA 558.302 70/1
23D-8483-1 391 AX-HGA 330.313 55/1
23D-8483-9 392 AHX 710.349 -45.1264 55/1 55/2
23D-8483-1 393 AX-HGA 698.402 65/1
23D-8483-2 394 AX-HD 569.078 70/2
23D-8483-1 395 AX 850.077 55/2
396 AX 778.558 -0.0455 80/1
23D-8483-1 397 AX 844.661 60/1
23D-8483-1 398 AX 525.605 60/1
23D-8483-9 399 AHX-HP 824.825 11.5042 50/1 50/1
23D-8483-2 400 AX-HD 713.104 60/3
23D-8483-2 401 AX-HD 1006.748 65/3
23A-67783001A 402 AXB 572.418 50/2
23D-8483-1 403 AX 603.139 65/3
DS. DR
DR. ST
65/2
GUYS AND ANCHORS
55/3 8G/8A
65/2
70/2
55/3
55/3
65/3
55/3
55/3
55/3
75LD3
85/1
12/18/2020
ISSUED FOR 60%
REVIEW
W.O. 27520569
IPC/PEI
65/3
70/1
75/2
60/3
60/3
60/2
75/2
65/3
55/3
50/2
55/2
80/1
60/1
60/1
50/1 8G/8A
75/2 8G/8A
60/3 8G/8A
55/3 8G/8A
65/3
60/3
50/2
EXISTING P&P
NUMBER
RP
HEIGHT (FT)
MP
HEIGHT (FT)
LP
HEIGHT (FT)
LINE
ANGLESPAN AHEADSTR. TYPESTR#
910.001
REVISIONS
12/20/2019
ISSUED FOR REVIEW
W.O.
IPC/PEI
65/3
65/3
85/2
75/2 3G/3A
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
061
REF.(S)X
Va
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#

2
3
A
-
7
3
9
2
9
-
9
1
0
.
0
0
1
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
SCALE : NA DATE: 12/20/2019
SHT.
65/3
65/3
60/3
A
23D-8483-1 404 AX 700.264 55/3
23D-8483-2 405 AX-HD-GBA 798.391 55/2
23D-8483-2 406 AX-HD-GBA 497.942 55/3
23D-8483-1 407 AXB 700.135 60/3
23D-8483-1 408 AX 743.625 55/3 B
23D-8483-3 409 AKX 397.459 60/3
23D-8483-9 410 HX 497.146 -0.0141 50/2 55/2
23D-8483-2 411 AX-HD-GBA 498 55/1
411A AX 497.719 65/2
23D-8483-1 412 AX 499.701 60/3 C
23D-8483-1 413 A 797.397 50/3
23D-8483-1 414 AX 386.991 50/3
23D-8483-3 415 AKX 610.389 55/2
23D-8483-1 416 AX 549.442 70/3
23D-8483-1 417 A-HGA 722.034 65/3
23D-8483-1 418 A-HGA 795.559 60/3
23D-8483-1 419 AX 723.649 70/2
23D-8483-1 420 AX 490.059 0.0382 70/2
23D-8483-2 421 A-HD-GBA 544.892 65/3
23D-8483-3 422 AKX 551.808 60/3
423 AX 848.06 -0.0838 75/2
23D-8483-3 424 AK 561.04 -0.2514 60/3
425 EX-BRPST 16.5' 886.572 -11.4163 75/2 70/2
23D-8483-2 426 AX-HD 661.081 -0.1718 55/3
23D-8483-1 427 AX 481.018 55/3
23D-8483-1 428 AX 713.099 60/3
23D-8483-2 429 AX-HD 730.797 -0.049 65/1
23D-8483-3 430 AKX 596.513 60/3
23D-8483-3 431 AKX 637.318 55/3
432 AXBS 557.922 65/1
23D-8483-6 433 DX 600.271 -10.7155 55/3 55/3
23D-8483-1 434 AX 618.876 50/3
23D-8483-9 435 HX 1767.778 -0.166 50/3 50/3
23A-65867 436 HX-HP 397.586 60/1 60/1
23D-8483-1 437 AX 400.143 50/3
23D-8483-1 438 AX 797.014 50/2
23D-8483-2 439 AX-HD-HGA 796.32 55/3
23D-8483-1 440 AX 907.757 50/3
23D-8483-9 441 HX 1787.986 -0.0023 55/3 55/3
23D-8483-9 442 HX 399.029 55/3 60/3
DS. DR
DR. ST
IPC/PEI
MP
HEIGHT (FT)
RP
HEIGHT (FT) GUYS AND ANCHORS
REVISIONS
12/20/2019
55/3 ISSUED FOR REVIEW
60/3
65/2 6G/6A
65/3
ISSUED FOR 60%
REVIEW
W.O. 27520569
EXISTING P&P
NUMBER STR# STR. TYPE SPAN AHEAD
LINE
ANGLE
LP
HEIGHT (FT)
IPC/PEI
55/3
55/3
55/3 W.O.
12/18/2020
60/3
60/3
55/2
70/3
65/2
65/3
50/3
70/2
65/3
60/3
65/3
60/3
70/2
60/3
55/3
60/3
75/2
60/3
75/2 3G/3A
3G/3A
50/3
65/3
60/3
55/3
SHT. 2 910.002 06
55/3 8G/8A
65/3 8G/8A
REF.(S)X
Va
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#

2
3
A
-
7
3
9
2
9
-
9
1
0
.
0
0
2
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
SCALE : NA DATE: 12/20/2019
50/2
55/3
50/3
50/3 8G/8A
60/1 8G/8A
50/3
65/1
55/3
A
23A-65867 443 HX-HP 1673.948 55/1 60/1
23A-65867 444 HX-HP 1084.968 45/1 45/1
23D-8483-9 445 HX 1686.221 70/3 70/3
23D-8483-9 446 HX 984.277 60/3 60/3
447 HX-HP 19.5' 1819.46 90/1 85/1 B
23D-8483-9 448 HX 597.243 55/3 50/3
23D-8483-9 449 HX 1591.324 60/3 60/3
450 HX-20 696.066 50/2 50/2
23D-8483-1 451 AX 400.147 60/3
23D-8483-9 452 HX 1782.345 0.0204 55/3 55/3 C
23A-65687 453 HX-HP 497.573 -0.0234 45/1 50/1
23D-8483-3 454 AKX 694.438 60/3
23D-8483-1 455 AX 595.415 65/3
23D-8483-1 456 AX 991.961 50/4
23D-8483-1 457 AX 499.186 65/3
23D-8483-3 458 AKX 296.12 50/2
23D-8483-1 459 AX 996.952 65/3
23D-8483-2 460 AX-HD 598.95 65/3
23D-8483-2 461 A-HD 745.284 50/3
23D-8483-1 462 AX 545.355 65/3
463 GX-28 598.543 -0.0067 50/1
23D-8483-2 464 AX-HD 843.331 65/3
23D-8483-2 465 AX-HD 892.512 55/3
23D-8483-9 466 HX 523.719 -0.033 55/1 55/2
23D-8483-1 467 AX 724.269 55/3
23D-8483-1 468 AX 896.591 55/3
23D-8483-1 469 AX 434.599 50/2
23D-8483-5 470 E 463.999 -14.5963 50/1 50/1
23D-8483-1 471 AX 796.475 -0.1848 50/3
23D-8483-1 472 AX 498.889 50/3
23D-8483-1 473 AX 707.465 55/3
474 AXB-HD 943.328 75/2
23D-8483-1 475 AX 572.315 45/4
23D-8483-1 476 AX 517.178 55/3
23D-8483-2 477 AX-HD 987.542 65/3
23A-67783001A 478 AXBS 794.123 60/2
479 AXB-HD 1004.713 75/2
23D-8483-2 480 AX-HD 627.213 65/3
23D-8483-3 481 AKX 370.416 60/2
23D-8483-1 482 AX 944.086 55/2
DS. DR
DR. ST
IPC/PEI
MP
HEIGHT (FT)
RP
HEIGHT (FT) GUYS AND ANCHORS
REVISIONS
12/20/2019
65/1 8G/8A ISSUED FOR REVIEW
55/3 8G/8A
60/3 8G/8A
55/2 8G/8A
ISSUED FOR 60%
REVIEW
W.O. 27520569
EXISTING P&P
NUMBER STR# STR. TYPE SPAN AHEAD
LINE
ANGLE
LP
HEIGHT (FT)
IPC/PEI
90/1 8G/8A
45/1 8G/8A
70/3 8G/8A W.O.
12/18/2020
65/3 8G/8A
60/3
65/3
50/4
60/3
55/3 8G/8A
55/1 8G/8A
65/3
50/3
65/3
65/3
50/2
65/3
55/3 8G/8A
55/3
55/3
50/1 4G/4A
70/3
60/3
75/2
50/2
50/1 4G/4A
50/3
SHT. 3 910.003 06
60/3
55/3
REF.(S)X
Va
u
l
t

#

2
3
A
-
7
3
9
2
9
-
9
1
0
.
0
0
3
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
SCALE : NA DATE: 12/20/2019
60/2
75/2
65/3
45/4
55/3
65/3
50/3
55/3
A
23D-8483-1 483 AX 597.717 50/2
23D-8483-1 484 AX 598.008 55/2
23D-8483-1 485 AX 745.998 50/3
23D-8483-2 486 AX-HD 994.669 55/1
487 AX-OGB 945.537 70/2 B
23D-8483-2 488 AX-HD 397.911 65/3
23D-8483-3 489 AX 946.377 50/2
490 HX-HP 16.5' 944.692 -0.0132 60/3 60/3
23D-8483-1 491 AX 498.027 60/3
23D-8483-1 492 AX 897.551 50/3 C
23D-8483-1 493 AX 599.624 70/3
23D-8483-3 494 AKX 649.839 60/3
23D-8483-1 495 AX 749.702 55/3
496 AX 499.752 65/2
23D-8483-1 497 AX 600.477 50/3
23D-8483-1 498 AX 846.782 0.0064 70/3
23D-8483-1 499 AX 499.623 50/3
23D-8483-1 500 AX 499.682 50/3
23D-8483-1 501 AX 551.301 50/3
23D-8483-1 502 AX 649.21 50/3
23D-8483-1 503 AX 550.043 55/3
23D-8483-1 504 AX 610.51 55/3
23A-68156-06 505 AXB 848.571 65/2
23A-67783001A 506 AXB 748.534 50/2
23A-67783001A 507 AXB 986.809 60/2
23D-8483-4 508 GX-28 550.246 50/3
23D-8483-1 509 A 549.757 50/3
23D-8483-1 510 A 599.36 50/2
23D-8483-1 511 AX 600.738 55/3
23D-8483-1 512 A 499.199 50/2
23D-8483-1 513 A 598.935 50/3
23D-8483-1 514 A 748.901 50/3
23D-8483-2 515 AX-HD 1121.898 5.8549 55/3
23D-8483-1 516 AKX-OGB 281.899 65/2
23D-8483-3 517 AK 518.481 55/2
23D-8483-1 518 A 623.741 55/3
23D-8483-1 519 A 897.479 55/3
23D-8483-1 520 AX 1054.302 75/3
23D-8483-3 521 AKX 619.837 55/2
23D-8483-2 522 AX-HD 896.209 2.0241 55/2
DS. DR
DR. ST
IPC/PEI
MP
HEIGHT (FT)
RP
HEIGHT (FT) GUYS AND ANCHORS
REVISIONS
12/20/2019
50/3 ISSUED FOR REVIEW
65/3
50/2
60/3 8G/8A
ISSUED FOR 60%
REVIEW
W.O. 27520569
EXISTING P&P
NUMBER STR# STR. TYPE SPAN AHEAD
LINE
ANGLE
LP
HEIGHT (FT)
IPC/PEI
70/2
55/2
50/3 W.O.
12/18/2020
55/2
60/3
55/3
65/2
60/3
55/2
70/3
50/3
50/3
50/3
50/3
70/3
50/3
50/2
60/2
50/3 4G/4A
55/3
55/3
65/2
50/3
50/3
50/2
55/3
SHT. 4 910.004 06
55/2
55/2
REF.(S)X
Va
u
l
t

#

2
3
A
-
7
3
9
2
9
-
9
0
0
.
0
0
4
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
SCALE : NA DATE: 12/20/2019
55/3
55/3
75/3
55/3 2G/1A
65/2
55/2
50/3
50/3
A
523 AX 696.714 65/1
23D-8483-1 524 A 599.86 60/3
23D-8483-1 525 A 598.023 55/3
23D-8483-1 526 AX 599.101 55/3
23D-8483-1 527 AX 793.5 55/3 B
23D-8483-1 528 A 604.755 60/3
23D-8483-1 529 A 899.493 55/2
23D-8483-1 530 AX 600.937 55/3
23D-8483-1 531 A 688.293 55/3
23D-8483-1 532 A 859.205 50/3 C
23D-8483-1 533 A 647.599 55/3
23D-8483-1 534 AX 426.093 55/3
535 AHXS 19.5'761.498 -92.5591 70/1 60/1
536 ES 483.546 -19.1415 55/1 55/2
537 AKXS 605.147 70/1
538 AKX-HDS 588.028 70/2
539 HS 199.3 0.3609 75/2 75/2
S539 HS 75/2 75/2
DS. DR
DR. ST
IPC/PEI
MP
HEIGHT (FT)
RP
HEIGHT (FT) GUYS AND ANCHORS
REVISIONS
12/20/2019
65/1 ISSUED FOR REVIEW
60/3
55/3
55/3
ISSUED FOR 60%
REVIEW
W.O. 27520569
EXISTING P&P
NUMBER STR# STR. TYPE SPAN AHEAD
LINE
ANGLE
LP
HEIGHT (FT)
IPC/PEI
55/3
65/3
55/3 W.O.
12/18/2020
55/3
55/3
70/1 7G/7A
55/3 4G/4A
55/3
50/3
55/3
75/2
70/2
70/2
75/2 8G/8A
SHT. 5 910.005 06
REF.(S)X
Va
u
l
t

#

2
3
A
-
7
3
9
2
9
-
9
0
0
.
0
0
5
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
SCALE : NA DATE: 12/20/2019
A
523 AX 696.714 65/1
23D-8483-1 524 A 599.86 60/3
23D-8483-1 525 A 598.023 55/3
23D-8483-1 526 AX 599.101 55/3
23D-8483-1 527 AX 793.5 55/3 B
23D-8483-1 528 A 604.755 60/3
23D-8483-1 529 A 899.493 55/2
23D-8483-1 530 AX 600.937 55/3
23D-8483-1 531 A 688.293 55/3
23D-8483-1 532 A 859.205 50/3 C
23D-8483-1 533 A 647.599 55/3
23D-8483-1 534 AX 426.093 55/3
535 AHXS 19.5'761.498 -92.5591 70/1 60/1
536 ES 483.546 -19.1415 55/1 55/2
537 AKXS 605.147 70/1
538 AKX-HDS 588.028 70/2
539 HS 199.3 0.3609 75/2 75/2
S539 HS 75/2 75/2
DS. DR
DR. ST
IPC/PEI
MP
HEIGHT (FT)
RP
HEIGHT (FT) GUYS AND ANCHORS
REVISIONS
12/20/2019
65/1 ISSUED FOR REVIEW
60/3
55/3
55/3
ISSUED FOR 60%
REVIEW
W.O. 27520569
EXISTING P&P
NUMBER STR# STR. TYPE SPAN AHEAD
LINE
ANGLE
LP
HEIGHT (FT)
IPC/PEI
55/3
65/3
55/3 W.O.
12/18/2020
55/3
55/3
70/1 7G/7A
55/3 4G/4A
55/3
50/3
55/3
75/2
70/2
70/2
75/2 8G/8A
SHT. 5 910.005 06
REF.(S)X
Va
u
l
t

#

2
3
A
-
7
3
9
2
9
-
9
0
0
.
0
0
5
HUNTINGTON-QUARTZ
138KV LINE #423
CONSTRUCTION
2024 REMOVALS
6/25/2021
ISSUED FOR BID
REVIEW
W.O. 27520569
IPC/PEI
SCALE : NA DATE: 12/20/2019
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
  Special Conditions ECP 022 (05/2022) 
 Table of Contents 

Table of Contents 
SC‐1 IPC’S AUTHORIZED REPRESENTATIVE .....................................................................................1 
SC‐2 GENERAL SUMMARY OF SCOPE OF WORK .............................................................................1 
SC‐3 MILESTONES ...........................................................................................................................1 
SC‐4 OUTAGE/SWITCHING SCHEDULING ........................................................................................1 
SC‐5 CLEARANCES ...........................................................................................................................2 
SC‐6 WORKING HOURS AND RESTRICTIONS ...................................................................................2 
SC‐7 CAMPS AND CONVENIENCES ..................................................................................................2 
SC‐8 UTILITIES .................................................................................................................................2 
SC‐9 ENVIRONMENTAL COMPLIANCE ............................................................................................3 
SC‐10 PERMITTING ...........................................................................................................................3 
SC‐11 MATERIALS TESTING ...............................................................................................................3 
SC‐12 OTHER PROJECT REQUIREMENTS ...........................................................................................4 
SC‐13 IPC FURNISHED MATERIALS ....................................................................................................5 
SC‐14 CONTRACTOR FURNISHED MATERIALS ..................................................................................6 
SC‐15 REMOVALS/SALVAGE MATERIALS ..........................................................................................6 
SC‐16 INVOICES .................................................................................................................................6 

EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 1 of 7 
SC‐1 IPC’S AUTHORIZED REPRESENTATIVE 
A. The IPAR for the Project shall be Tom Barber through Project completion unless IPC provides written
notice to Contractor designating another IPAR.
SC‐2 GENERAL SUMMARY OF SCOPE OF WORK 
A. Contractor’s general scope of Work includes, but is not limited to, the following:
1. Rebuild the 138kV Transmission line from Huntington Substation to Quartz Substation in
Oregon with steel structures, new conductor, and shield wire. The construction will be divided
into two phases.
a. Phase One-WO27520569 (2023 Construction): Rebuild approximately 16.5 miles of line
from Huntington (Str#256) to the Nelson Tap (Str#363). This section will involve
replacing 107 structures and installing three phase conductors and two shield wires. The
phase conductors will be 715 ACSR “STILT”. One shield wire will be 3/8” EHS steel and
the other OPGW “DN05484”.
b. Phase Two- WO27605276 (2024 Construction): Rebuild approximately 24 miles of line
from Nelson Tap (Str#363 to Quartz Substation (Str#539). This section will involve
replacing 175 structures and installing 3 phase conductors and two shield wires. The
phase conductors will be 715 ACSR “STILT”. One shield wire will be 3/8” EHS steel and
the other OPGW “DN05484”.
2. Contractor shall perform all access road Work as identified in Exhibit (MapBook 423 Imagery)
3. Contractor shall perform restoration activities as defined in Exhibit B.
B. IPC or its agents will complete the following Work on this Project:
1. Initial survey location staking
C. Contractor’s scope of Work is more fully set forth in Exhibit B and other Contract Documents.
SC‐3 MILESTONES 
1. Milestone 1 Phase One- Substantial Completion by 12/04/2023
2. Milestone 2 Phase One- Final Completion by 12/22/2023
3. Substantial Completion Phase Two by 12/02/2024
4. Final Completion Phase Two by 12/20/2024
SC‐4 OUTAGE/SWITCHING SCHEDULING 
A. Line Outages/Switching- IPC has reserved the pending outage window(s) listed below to complete all
applicable Work. Notwithstanding the foregoing, Contractor shall submit to IPAR details of all Contractor
switching requests: i) for all transmission Work, a minimum of 35 days prior to the desired switching date;
and ii) for all distribution Work, a minimum of 15 days prior to the desired switching date, to obtain the
confirmed outage/switching window(s) for the Work. Failure by Contractor to notify IPAR in accordance
with these time periods may result in the unavailability of an outage and will be considered a delay of the
Work caused by Contractor.
1. Phase One: T423 Huntington-Ash Grove 8/14/2023 -12/04/2023
2. Phase Two: T423 Ash Grove-Quartz 8/12/2024 -12/02/2024
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 2 of 7 
3. Restore requirement: Contractor shall have, at all times, the ability to re-energize the line
within 48 hours of request from Dispatch.
B. Substation Outages/Switching- Contractor shall submit to Patrick Malmberg (208-250-9464) details of all
Contractor switching requests: i) for all transmission Work, a minimum of 35 days prior to the desired
switching date; and ii) for all distribution Work, a minimum of 15 days prior to desired switching date, to
obtain the confirmed outage/switching window(s) for the Work. Failure by Contractor to notify in
accordance with these time periods may result in the unavailability of an outage and will be considered a
delay of the Work caused by Contractor.
C. Contractor shall use IPC’s radio communication system to communicate with IPC’s dispatchers, when
applicable.
SC‐5 CLEARANCES 
A. Contractor shall obtain a clearance in accordance with OSHA’s requirements for working clearances and
best utility work practices prior to commencing any applicable Work.
B. Contractor shall obtain all clearances as follows:
1. For distribution clearances (69kV and below), Contractor shall contact IPC Regional Dispatch
at 208-388-5175.
2. For transmission clearances (138kV and above), Contractor shall contact IPC System Dispatch
at 208-388-2861.
C. Contractor shall contact the applicable IPC Dispatch listed above to release Contractor’s clearance upon
completion of applicable clearance Work.
D. Contractor’s representative to whom the applicable clearance was issued shall be on site while all Work
under the clearance is being performed.
SC‐6 WORKING HOURS AND RESTRICTIONS  
A. Construction activities may occur from sunrise to sunset. Work outside of these hours requires pre-
approval from the IPAR.
B. Where night Work is approved, sufficient light shall be provided by the Contractor to safeguard the
workers and the public, and to allow adequate facilities for properly placing and inspecting the Work.
C. Work being performed during the months of May-October may require additional wildfire prevention
requirements. If such requirements are applicable to the Work, in IPC’s sole discretion, IPC will provide to
Contractor the most current version of IPC’s Wildlife Mitigation Plan and Supplemental Fire Mitigation
Terms prior to commencement of the Work. In all such cases, Contractor agrees to comply with all terms
and conditions set forth in these documents during performance of the Work under the Agreement.
SC‐7 CAMPS AND CONVENIENCES 
A. Unless otherwise approved in advance by IPC, neither the Contractor nor subcontractors or vendors will
be allowed to camp on-site. All housing shall be provided by the Contractor off-site.

SC‐8 UTILITIES 
A. IPC will arrange for the following services at the Work site:
1. None
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 3 of 7 

Utilities required for the Project that are not listed above shall be Contractor’s responsibility.
SC‐9 ENVIRONMENTAL COMPLIANCE  
A. Contractor shall comply with all federal, state and local laws, ordinances and regulations requiring
environmental and cultural protections necessary for completion of the Work.
B. IPC has included (as part of Exhibit B to the Agreement) an Environmental and Cultural Protections
Requirement Summary ("Summary"). The Summary will contain a high-level overview of the
environmental and cultural protections required for the Work. The Summary is not exhaustive and in no
way, relieves the Contractor of its obligations to fully review and comply with all environmental
requirements and necessary permits (further discussed in SC-10 below).
C. In addition to the above requirements, during performance of the Work Contractor shall:
1. Ensure compliance with Best Management Practices (BMP) as required by the Storm Water
Pollution Prevention Permit (SWPPP). Contractor is responsible for procuring, installing and
maintaining BMP’s;
2. Maintain appropriate dust and air pollution abatement. Contractor is responsible for all costs
associated with the necessary abatement activities. Contractor’s failure to control dust and/or
air pollution may result in temporary suspension of the Work, for which additional time will
not be granted. The Party responsible for unloading materials shall be responsible for any
abatement needed at the storage yard(s) during the material delivery timeframe (if
applicable). Following the delivery of all material Contractor is responsible for dust abatement
at the material storage yard, if necessary.
3. Ensure mud and dirt are kept off of the roadways;
4. Properly maintain equipment to ensure construction noise is within federal, state, and local
laws, ordinances and regulations.
SC‐10 PERMITTING 
A. Pursuant to Section 25 of the General Conditions, IPC has secured or will secure the permit(s),
environmental and non-environmental, listed in Exhibit G to the Project Construction Agreement (“Exhibit
G Permits”). The Exhibit G Permits are or will become part of this Agreement and Contractor shall comply
with all requirements found therein.
B. Permits required for the Project that are not listed in Exhibit G, including but not limited to traffic control
permits, shall be Contractor’s sole responsibility to secure.
C. With respect to traffic control necessary for completion of the Work, Contractor is responsible for: i)
securing all traffic control permits, ii) implementing all necessary traffic control; iii) maintaining traffic
control plans, and iv) ensuring implementation of all traffic control safety.
SC‐11 MATERIALS TESTING 
A. The Contractor shall be responsible for engaging and scheduling the services of a testing agency to perform
material tests. The Contractor shall require the testing agency or laboratory to send one copy of the test
reports to IPAR.
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 4 of 7 
SC‐12 OTHER PROJECT REQUIREMENTS   
A. Contractor’s Authorized Representative shall have a working cellular and/or a mobile satellite phone or
other real-time communication method(s) for contacting IPC or emergency services at all times during the
Project.
B. Excess excavated materials, and all other types of construction debris may not be spoiled on-site.
Contractor must dispose all such material and debris off-site. Contractor is responsible for locating a
suitable site.
C. The use of a reach-lift Hyster on the right of way is at IPC’s discretion. Contractor may request approval for
using the Hyster for specific structures, but must receive approval from IPC prior to use.
D. Vehicles and Equipment used in the Work: Contractor and Subcontractor vehicles and equipment used in
the performance of the Work on IPC premises shall be in good running order without leaks and drips of
fluids. All such Contractor and Subcontractor vehicles and equipment shall be maintained in accordance
with the law and/or manufacturer and service records available upon request by IPC personnel. IPC
reserves the right to inspect and reject Contractor and Subcontractor vehicles or equipment from entering
IPC property or the Work site if found leaking or non-conforming with applicable requirements.
Contractor, at its own expense, shall remove and replace any rejected vehicles or equipment with properly
running vehicles or equipment to continue performing the Work. In the event Contractor or Subcontractor
vehicles or equipment leak fluids at any IPC location, Contractor is responsible for all costs associated with
cleanup and restoration of the affected area. Contractor shall immediately stop the leak and secure a
method to remove the defective equipment from the IPC property or Work site. All Contractor and
Subcontractor motor vehicle operators shall have a current and valid CDL, medical card, and
endorsements, as required by law. Contractor shall promptly notify IPC of any spills.
E. Payment Schedule
1. Schedule of Values required (if required, attached as Exhibit F to Agreement)
F. Meetings
1. Pre-Construction. IPC may schedule and hold a pre-construction meeting approximately two
weeks prior to commencement of Work. The Contractor’s Authorized Representative,
assigned project foreman, and approved subcontractors must attend the pre-construction
meeting. In addition, the Contractor’s representative to whom any applicable Project
clearances are issued shall attend the pre-construction meeting.
2. Per Milestone. Contractor shall schedule and hold a meeting with the IPAR when Contractor
believes it has completed each Milestone. At this meeting, Contractor shall submit a Certificate
of Substantial Completion certifying completion of each Milestone achieved.
3. Substantial Completion. Contractor shall request a meeting with the IPAR when Contractor
deems Substantial Completion has occurred in accordance with Section GC-20.1 of the General
Conditions. At the meeting, Contractor shall certify/sign the Certificate of Substantial
Completion certifying that Contractor has achieved Substantial Completion of the Work.
Attendance at the meeting to discuss Substantial Completion is mandatory for the Contractor’s
Authorized representative and the Project foreman.
4. Final Completion. Contractor shall request a meeting with the IPAR when Contractor deems
Final Completion has occurred in accordance with Section GC-21.2 of the General Conditions.
At this meeting, Contractor shall certify/sign the Notice of Final Completion. Attendance at the
meeting to discuss Final Completion is mandatory for the Contractor’s Authorized
Representative and the Project foreman.
G. Final as-built drawings shall be provided to the IPAR:
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 5 of 7 
1. The final as-built drawings, shall be submitted to IPC during the Substantial Completion
meeting. All other Record Documents shall be submitted to IPC at the Final Completion
meeting.
SC‐13 IPC FURNISHED MATERIALS 
A. IPC will supply the materials as provided in the Material Request/Bill of Materials list sections of the Design
Package, Drawings, and/or Technical Specifications, as applicable.
IPC has arranged for materials to be delivered to the laydown yard prior to 06/30/2023. Contractor will
receive all material, with the exception of implosives, at the laydown yard. Phase One laydown yard will be
located near Huntington, Oregon. Phase Two laydown yard will be located near Durkee, Oregon.
Contractor will pick up implosives at the Boise Operations Center in accordance with SC-13 F. at the IPC
Boise Operations Center is located at 10790 Franklin Road, Boise, ID. Contractor shall call [phone],
a minimum of five days in advance, to coordinate receipt of any material.

B. Contractor shall inspect IPC-furnished materials by 07/14/2023 . If any materials are in damaged
condition or if shortages are indicated by a comparison of the design, or if Contractor finds that the
materials are not suitable for their intended use, IPC shall be promptly notified thereof in writing.
C. All material not used must be returned in the same condition and manner as it was issued to the
appropriate area of the laydown yard within five business days of completion of the Work. Conex
containers shall be clean of garbage. Material returns shall be grouped, organized and on pallets within the
Conex containers.
D. Contractor must follow all federal, state, and local rules, regulations, and ordinances associated with the
use of explosive and implosive materials including, but not limited, all rules, regulations, and ordinances
requiring Contractor to:
1. Provide a list of Contractor employee possessors approved by the Bureau of Alcohol, Tobacco,
Firearms, and Explosives (ATF) to handle explosive/implosive materials and a copy of the
Contractors explosive license.
2. Contractor to provide a plan to IPC on how they are planning to receive, transport, and store the
implosives, with employee names and potential subcontractors.
3. Use explosive/implosive materials for their intended use.
4. Adhere to the Table of Distances found in the ATF regulations.
5. Ensure project magazines are manufactured in accordance with ATF requirements for the type and
quantity of explosive/implosive being stored.
6. Maintain an accurate inventory at all times and conduct weekly inspections of the project magazine
while in use.
7. Notify the ATF and local authorities of the type, quantity, location, and type of storage unit being
used. Other notification requirements may apply and shall be adhered to by the Contractor.
8. Secure the project magazine, using ATF approved security devices including the appropriate number
of tumblers within security locks, to prevent unauthorized access or entry to explosive/implosive
materials/magazines.
9. Immediately report any unresolved discrepancies to the IPAR. Include the exact type and quantity of
explosive/implosive material creating the discrepancy.
10. When returning explosive/implosive materials to IPC, ensure all materials are in their undamaged
manufacturers’ packaging. If the manufacturers’ packaging is damaged and cannot be returned in the
same manner it was distributed, contact the IPAR for further assistance.
11. Ensure Contractor personnel transporting explosives and implosives are qualified and possess the
proper credentials in accordance with all applicable Department of Transportation (DOT)
requirements, including, but not limited to the DOT hazmat transportation regulations and Federal
Motor Carrier Safety Administration requirements.
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 6 of 7 
12. If explosive/implosive materials are picked up at an IPC location, coordinate the pickup 2 weeks
prior to the intended pick up date. When returning, notify IPC at [phone] within 4 business
days of the need to return the materials.
SC‐14 CONTRACTOR FURNISHED MATERIALS 
A. In accordance with GC-5.8 Contractor shall, at its expense, furnish all material and other miscellaneous
items that may be required to accomplish the Work unless otherwise specifically stated in the Contract
Documents. For the avoidance of doubt, Contractor shall supply concrete, reinforcing steel for concrete,
sand, gravel, bedding material as required for construction of the Project.
B. Also, in accordance with GC-5.8, Contractor shall supply its own radio equipment for use with IPC’s trunked
radio system during Contractor’s performance of the Work. Contractor’s radio equipment must be Tait
Communications portable (handheld) or mobile (fleet) radio, capable of operation in the 217-220 MHz
band, digital mobile radio (“DMR”) Tier 3 trunking licensed, Over-the-Air-Programming (“OTAP”) licensed,
and equipped with a numeric keypad and display and Contractor shall provide such radio equipment to
IPC for programming prior to commencing the Work. Contractor shall use and maintain the radio
equipment in compliance with all applicable laws and is solely responsible for ensuring such equipment is
fully operational at all times during performance of the Work, and is operated in a safe and prudent manner
by adequately trained employees of Contractor. Contractor understands and acknowledges its radio
equipment may need to be updated from time to time to meet the requirements necessary for IPC’s trunked
radio system. Contractor is authorized to use IPC’s radio frequencies provided by IPC prior to Contractor
commencing Work. Contractor may use these frequencies during Contractor’s performance of the Work
for IPC with the understanding that IPC may terminate the shared use at any time for any reason. Shared
use shall follow all IPC operational procedures and comply with applicable Federal Communications
Commission (“FCC”) regulations. Contractor understands and acknowledges the FCC requires routine
radio equipment checks, and Contractor agrees to cooperate with such requirement, and shall notify IPC
when these checks are completed.

SC‐15 REMOVALS/SALVAGE MATERIALS 
A. Salvage items: Contractor shall return all salvageable removals to the laydown yard. IPC will provide a
recycling container at the material yard.
B. Non-Salvageable items: Contractor shall dispose of all on-recyclable material at a landfill in accordance
with all applicable Federal, State, and local laws, requirements, and ordinances.
C. Contractor shall return steel cable reels issued to the Contractor as part of the IPC furnished-materials
referenced in Section SC-13 of these Special Conditions to the laydown yard, Contractor shall deliver all
steel cable reels on or before Final Completion of the Project If reels are not returned, IPC will withhold
$5000 per reel from Contractor’s final payment
SC‐16 INVOICES 
A. Progress Payment(s) and Final Invoice shall be sent to:
Idaho Power Company
Attn: Tom Barber
PO Box 70
Boise, ID 83707
Email: [e-mail]
(208) 388- 5667
B. An Application for Progress Payment shall include an itemized and detailed invoice and be in conformance
with the Schedule of Values, Progress Payment Schedule, and Schedule of Unit Prices, as applicable.
C. Contractor shall self-impose a five percent (5%) retainage on each Application for Progress Payment.
EXHIBIT C ‐ SPECIAL CONDITIONS
2023‐2024 Transmission Construction T423 Huntington and Quartz
 Special Conditions ECP 022 (05/2022) 
Page 7 of 7 
D. For progress payments, Contractor shall provide to IPC, with the invoice, an executed Conditional Waiver
& Release Upon Progress Payment form of Annex A in the amount of Contractor’s Application for Progress
Payment.
E. For final payment, Contractor shall provide to IPC, with the invoice, an executed Release and Waiver of
Liens Upon Final Payment form of Annex A.

END OF SPECIAL CONDITIONS

A1
WT1
SWITCH FRAME
3'-7"
TOP MOUNTING SLOT
TO ANGLE MOUNTING HOLE
FT
FV
FL
FT
FV
FL
FTFV
FL FT
FV
FL
FT
FV
FL
LOADING INCLUDES OLF'S AS FOLLOWS:
LINE LOAD: 1.65WIND LOAD: 2.5DEAD LOAD: 1.65
5/30/15 BIR
3 BOM CORRECTIONS 6/1/15 RLB
4 BOM CORRECTIONS 6/4/15 RLB
5 REVISED A1 AND WT1 TO MOUNT TO OUTSIDE OF POLES 10/16/15
D
C
B
AA
B
C
D
12345678
8 7 6 5 4 3 2 1
DIMENSION CORRECTIONS2
5/13/15 RLB
SWITCH FRAME 1
REPRODUCTION IN PART OR AS A WHOLE
F
1 INITIAL RELEASE
DATEDESCRIPTION
REVISIONS
REV.ZONE BY
F
SOUTHERN STATES, INC. IS PROHIBITED.
SWITCH STAND
27803321 5
SCALE: 1:48 WEIGHT:
THE INFORMATION CONTAINED IN THIS REV
0.005
E
DWG. NO.
DRAWING IS THE SOLE PROPERTY OF
E
UNLESS OTHERWISE SPECIFIED:
5977.91
05-12-2015
DATE
rburge
SHEET 1 OF 2
NAME
DO NOT SCALE DRAWING
SOUTHERN STATES, INC. ANY DSIZE
Southern States, LLC.
WITHOUT THE WRITTEN PERMISSION OF
Hampton, GACHECKED BY
DRAWN
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL 1/16
ANGULAR: MACH 1 BEND 1
.XX 0.015
.XXX
RLB
FV
FTFL
ALL WIRES INTACT FRAME LOADING(PER PHASE)
LOAD NESC HEAVY
FL 24.75 KIPS
FT 2.10 KIPS
FV 5.01 KIPS
16'-6"
COLUMN CENTERS
A1
SWITCH FRAME
WT1 WT1
A1 11-14" POLE
17'-6"+-2 1/4"1/2"
INSIDE WIDTH OF POLE BRACES
6"
0"
0"
1
1/2"
2'-8
1/8"
3
1/2"
3'-3
7/8"
6'-4
1/4"
6'-6
1/4"
6'-7
3/4"
2"
3 3/4"
8"
0"
1
1/2"
3
1/2"
6'-4
1/4"
6'-6
1/4"
6'-7
3/4"
25'-4 1/2"
0"
8'-4"
8'-7 1/2"
25'-8"
0"
1 7/8"
4 1/8"
7 7/8"
10 1/8"
1'- 5/8"
1'-3 5/8"
6'-7 3/4"
7'-5 3/4"
8'- 1/2"
8'-4 3/4"
9'-1 1/4"
7'-8 3/4"
9'-5 1/2"
9'-9 1/4"
10'- 1/4"
11'-4 1/4"
16'-2 3/8"
16'-5 3/8"
16'-7 7/8"
16'-10 1/8" 17'-1 7/8"
17'-4 1/8"
17'-6 5/8"
17'-9 5/8"
22'-7 3/4"
23'-11 3/4"
24'-6 1/2"
24'-10 3/4"
25'-7 1/4"
24'-2 3/4"
25'-11 1/2"
26'-3 1/4"
26'-6 1/4"
27'-4 1/4"
32'-8 3/8"
32'-11 3/8"
33'-1 7/8"
33'-4 1/8"
33'-7 7/8"
33'-10 1/8"
33'-1 7/8"
0"
10 1/8"
8'-9"
9'-7"
10'-4"
16'-7 7/8"
17'-4 1/8"
23'-8"
24'-5"
25'-3"
1 7/8"
1 3/4"
33'-10 1/8"
34'-0"
4'-4
3/8"
0"2'-
3/8"
2'-3
3/8"
4'-7
3/8"
0"2"6"
0"
8"
1 3/8"
4 3/8"
7
5/8"
0"
0"
2 1/4"
3 3/4"
6 3/4"
8 1/4"
1
11/16"
9
1/8"
5
3/4"
9 3/8"
0"
0"
1 1/8"
3 3/8"
7 1/8"
10 1/2"
1
3/4"
7
9/16"
4 3/4"
0"
0"
1
1/4"
1
3/4"
7
3/4"
1'-1
3/4"
1'-2
1/4"
1'-3
1/2"
1 3/4"
2 3/4"
6"
0"
0"
2"4"
5"
1"
5"
0"
0"
1
3/4"4"
1"
5"
5"
6"
0"
0"
2"4"
5"
1"
5"
0"
0"
2"
1"
3"
5"
6"
8'-11
3/16"
0"3
15/16"
4'-7
9/16"
1
1/8"
9'-2"
9'-3
1/8"
4"
0"2
1/2"
0"
2 1/2"4
1/4"
0"
0"
1 3/4"
5"
6"
3/4"
5"
4'-8"
0"4"5'-0"
0"1
1/2"
4'-10
1/2"
0"
0"
2"4"
6"
2 7/8"
4 7/8"
5 3/4"
ITEM a
4-2
15/16" THRUA
A
4-2 4-2
2-112
ALL PART E/G JOINTS
16X 11/16" X 2 11/16" THRU
3 1/2" TYP
1 3/4" TYP
4
14-1
2
4-11
4-13
2
4-11
2
8-214
4-134
8-214
8-214
4-134
4-134
4-134
4-134
4-134
4-134
4-112
4"
4 3/16"
16X 11/16" X 2" THRU
G
E
A A
C
C
C
B
B
B
B
H
H
HH
H
H EE
EE
E
EE
E
EE
EE
G
E
E
G
G
E
7'- 1/2"
PHASE SPACING
16'-6"
16'-6"
6X 11/16" X 1" THRU
COLUMN SPACING
2X
PHASE SPACING
9/16" THRU
16'-6"
1 3/4"
A 2 W 12 X 30 X 34'-0"
B 4 C 8 X 11.5 X 6'-7-3/4"
a 4 L 6 X 3.5 X 3/8 X 1'-3-1/2"
C 3 W 8 X 24 X 6'-7-3/4"
D 12 L 5 X 5 X 3/8 X 6"
E 16 WT 6 X 20 X 5-3/4"
F 16 L 5 X 3 X 1/4 X 6"
G 8 L 3 X 3 X 1/4 X 9'-3-1/8"
H 6 WT 9 X 30 X 10-1/2"
68 5/8 X 1-1/2 GALV STL HEX BOLTS
64 5/8 X 1-3/4 GALV STL HEX BOLTS
56 5/8 X 2 GALV STL HEX BOLTS
48 5/8 X 2-1/4 GALV STL HEX BOLTS
MISC MOUNTING MATERIAL
WT1 4 L 6 X 4 X 3/8 X 5"
16 5/8 X 1-3/4 GALV STL HEX BOLTS
A1 4 L 3 X 3 X 3/8 X 5'
4 5/8 X X1-1/2 GALV STL HEX BOLTS
ITEM B
ITEM C
ITEM E ITEM H
ITEM D
ITEM F
ITEM G
ITEM WT1
ITEM A1
ITEM a
1-112
4-2
05-12-2015
5977.91
SWITCH FRAME 1
ITEM
D
C
B
AA
B
C
D
12345678
8 7 6 5 4 3 2 1
E
rburge
27803321 Assembly B
SHEET 2 OF 2
DO NOT SCALE DRAWING 0.005
2. ALL HOLES 11/16 DIA FOR 5/8 BOLTS UNLESSOTHERWISE NOTED.3. ALL STEEL HOT DIP GALV. AFTER FAB ASTM-A123
Southern States, LLC.
4. SHAPES AND PLATES ASTM A36 U.N.
TITLE:
DATE
SLOT SIDE OF ALL BOLTED JOINTS WITH SLOTS.8. ASTM F436 STRUCTURAL WASHERS TO BE USED ON
OR
DRAWING IS THE SOLE PROPERTY OF
BE USED ON NUT SIDE OF ALL BOLTED JOINTS.
CASTING NUMBER
PATTERN NUMBERCLASSA
PART NUMBER
UNLESS OTHERWISE SPECIFIED:
E
DESCRIPTION
NOTES:
7. HOT DIPPED GALVANIZED SPLIT LOCK WASHERS TO
REPRODUCTION IN PART OR AS A WHOLE
STANDARD OF UNITS (FEET - INCHES).
SOUTHERN STATES, INC. IS PROHIBITED.
SWITCH STAND
27803321 5
SCALE: 1:96 WEIGHT:
REVDWG. NO.
BILL OF MATERIAL
THE INFORMATION CONTAINED IN THIS
6. ALL BOLTS TO BE ASTM A325.
WITHOUT THE WRITTEN PERMISSION OF
Hampton, GACHIEF ENG.
DRAWN
D
F
NAME
1. SHIP ASSEMBLED
SOUTHERN STATES, INC. ANY
F
REV.
SIZE
5. ALL DIMENSIONS ARE GIVEN IN THE AMERICAN
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL 1/16
ANGULAR: MACH 1 BEND 1
.XX 0.015
.XXX
QTY
3/16
ITEM a
ITEM B
G
WEB SIDE 1 3/8"
2X 1" THRU
1 1/8" X 90°, NEAR SIDE
1 1/8" X 90°, FAR SIDE
15/16" THRU2X
2X 15/16" X 3 15/16" THRU
1 1/16" TYP
1 1/16" TYP
1 1/2"
4"
6"
3/8"
11/16" THRU
4X 11/16" THRU
11/16" THRU2X 1 1/2" 3"
3"
3/8"
1 : 16
SECTION A-A
SCALE
CSF026 (5/16/2016) IPC
Independent Contractors Request for
Unescorted Physical or Electronic Access
Independent Contractor’s employees will not be permitted unescorted access to Idaho Power Company without the successful
passing in the previous 6 months of criminal background check, identity verification, drug test, and applicable training. Return
completed form to [e-mail] or fax to [phone].
CONTRACT WORKER INFORMATION
Date: Independent Contractor Company Name:
Contract Worker: First Name Middle Initial Last Name
Contract Worker has: Date Successfully Passed:
Successfully Passed Drug Test using criteria listed below
Successfully Passed Seven Year Criminal Background Check using criteria listed below
Successfully Passed Identity Verification using criteria listed below
By signing below Independent Contractor hereby warrants that all statements contained herein are true and correct.
Independent Contractor also hereby warrants that its employee has successfully passed a drug test, seven-year criminal
background check, and identity verification, utilizing provided criteria below or hereby requests an exception in the space
above. Independent Contractor agrees to update each request for access at least every six and a half years after the initial
request, for cause, or at the request of Idaho Power. Further, Independent Contractor agrees to indemnify and hold harmless
Idaho Power from and against any claim of damages and/or imposition of fines resulting from Independent Contractor’s
negligent and/or willful provision of false or inaccurate information on, or in relation to, this request. Independent Contractor
agrees to permit Idaho Power (with reasonable prior notice to Independent Contractor) to audit Independent Contractor’s
records and processes that support this certification.
Signature of Authorized Representative of Independent Contractor Date
Printed Name and Title of Authorized Representative of Independent Contractor
MINIMUM SCREENING CRITERIA – Must have been completed within the previous 6 months:
If Independent Contractor is requesting an exception to the Drug Test, Identify Verification, or the Criminal Background Check, please note reason for requested
exception. Exceptions must be requested for identified felony or misdemeanor convictions involving: (a) violence to persons/property, (b) theft or fraud, (c)
drug/alcohol, or (d) traffic/other. Independent Contractor shall not allow persons who have not met Idaho Power’s criteria to perform work, unless Independent
Contractor has received assent, in writing, from Idaho Power.
Drug Test Criteria:
Drug test shall be a five (5) Panel Drug Test, which should be recognizable at testing labs as a “SamHSA5 panel at 50NG – THC cut-off.”
Identity Verification:
Verify that the name, gender, birth date, and social security number all match up to each other.
Seven Year Criminal Background Check Criteria:
County Criminal — A search in all provided and developed (from SSN Trace) counties of residence, employment, and school attendance for previous 7 years
using all names provided and developed (from SSN Trace).
National Criminal Record Locator — Used to identify jurisdictions in which an applicant may have a criminal record or is a registered sex offender. This is a
search of a proprietary criminal database containing more than 400 million records. The records comprising the database are obtained from county, state,
and federal entities as well as incarceration and law enforcement records. In addition, the database includes OFAC lists, FBI Most Wanted, Fugitive Lists from
ten federal agencies (such as US Marshals, US Secret Service, US DEA), and fugitive lists from numerous state and local law enforcement agencies. This search
is a “locator” device designed to identify jurisdictions in which an applicant potentially has a criminal record or is a registered sexual offender. As employment
decisions should not be made based on this database information, a search will automatically be conducted in the originating jurisdiction if one or more
possible records are found. This locator searches records from the past 7 years using the applicant’s first name, last name, and date of birth.
[ ECP 027, Annex A, 2/6/2018]
IPC Change Order - LGL 034 (6/05/18) Page 1 of 1
IPC KIT No.: Change Order #
Effective Date of this
Change Order
Change Order Title Work Order Number
Agreement Title
Agreement Date Contractor
The Parties Agree To The Following:
DESCRIPTION OF CHANGE
MODIFIED EXHIBITS
No Modified Exhibits
Modified Exhibits attached and hereby incorporated into this Change Order include:
ADJUSTMENT TO CONTRACT PRICE ADJUSTMENT TO CONTRACT TIME
Adjustment to the Contract Price for this Change Order is as follows:
No adjustment to the Contract Price. (Option 1)
By unit prices pursuant to General Conditions GC-17.3.a. The units and
quantities are described in “Description” above. The new total Unit Price
Estimate is $ . The new total Unit Price Estimate amount may not be
exceeded by Contractor without the prior written approval of IPC. The new
Unit Price Estimate including this Change Order is $ . (Option 2)
By fixed lump sum pursuant to General Conditions GC-17.3.b. The fixed lump
sum dollar adjustment to the Contract Price is $ . The new lump sum
amount including this Change Order is $ . (Option 3)
Updated total Contract Price (this amount includes this Change Order
and all other fully executed Change Orders): $ .
Adjustment to the Approved Schedule for this Change Order is
in accordance with General Conditions section GC-8, “Time
and Order of Completion” and is as follows:
The Approved Schedule remains unchanged (no change to
Contract Time, Guaranteed Substantial Completion Date,
and/or Final Completion, phased or interim completion
dates).
The Approved Schedule, Contract Time, Milestone Dates,
Phased Completion, Guaranteed Substantial Completion
Date, and/or Final Completion Date is adjusted as follows:
Except as provided in this Change Order, all terms and conditions of the Contract Documents, as amended from time to time, remain unchanged.
Prepared By:
Accepted By: , Contractor
Contractor’s Signature
Title
Approved by , IPAR
Approved by , IPC
Idaho Power Company Signature
Title
IPC Conditional Waiver & Release Upon Progress Payment LGL 125 (3/9/16)
Page 1 of 1
CONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT
Upon receipt by the undersigned of payment (either in the form of a check, wire transfer, ACH deposit or
other tender, i.e., “Progress Payment”) from Idaho Power Company in the sum of $ and made
payable to (“Contractor”), and upon acceptance
of the Progress Payment by Contractor, either upon completion of the wire transfer or ACH deposit or
when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this
document shall become effective to release and Contractor shall be deemed to waive and release any notice
of any mechanic’s lien, materialman’s lien, construction lien, design professional’s lien, or similar lien, any
stop notice or bonded stop notice, or any bond right or claim the undersigned has on the job of Idaho
Power Company located at:
(Project Description and Location)
to the extent described in this document. This release covers the final payment for labor, services,
equipment, or materials furnished by Contractor to the job of Idaho Power Company referenced above
through only and does not cover any retention retained before or after the release date;
extras furnished before the release date for which payment has not been received; extras or items
furnished after the release date. Rights based upon work performed or items furnished under a written
change order which has been fully executed by the parties prior to the release date are covered by this
release unless specifically reserved by the claimant in this release. This release of any mechanic’s,
materialman’s, construction, design professional’s, or similar lien, stop notice or bonded stop notice, or
bond right or claim shall not otherwise affect the contract rights, including rights between parties to the
contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to
recover compensation for furnished labor, services, equipment or material that was not compensated by
the Progress Payment. Before any recipient of this document relies on it, said party should verify evidence
of payment to the undersigned.
Dated this day of , 20 .
CONTRACTOR
By
IPC KIT #:
IPC Asset Suite No.:
(Amount Paid)
(Contractor Name)
[ ECP 027, Annex A, 2/6/2018]
CID #54326 Certificate of Substantial Completion LGL 153 (2/5/18)
Page 1 of 1
White – Contract File Yellow – Project Leader Pink – Contractor
Certificate of Substantial Completion
Work Order:

Project Description:

Project Leader:

Construction Manager:

Engineer/Designer:

Inspector:

Contractor:

Contractor Foreman:

1. This Certificate of Substantial Completion (“Certificate”) applies to:
All Work
OR
The following Milestones:
2. Idaho Power Company (IPC) and Contractor inspected the Work subject to this Certificate (as stated in Section 1
above) and IPC confirms that Contractor achieved Substantial Completion on:
3. A preliminary list of items to be completed or corrected by Contractor prior to the Final Completion Date is attached
hereto and incorporated by this reference (“Punch List”). The Punch List may not be
all-inclusive, and the failure to include an item does not alter the responsibility of Contractor to complete all the
Work in accordance with the Contract Documents.
4. In accordance with the Special Conditions (Exhibit C to the Agreement):
As-Built Documentation reflecting all deviations from the original documentation was submitted on:
OR

As-Built Documentation reflecting all deviations from the original documentation shall be provided upon Final
Completion of the Work.
This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a waiver
of any of Contractor’s obligations as set forth in the Contract Documents.
Contractor certifies Substantial Completion:

Contractor’s Authorized Representative Signature By (Print Name) Date Certified
Idaho Power Company accepts this Certificate of Substantial Completion:

IPAR Signature By (Print Name) Date Accepted

CID# 56230 Notice of Final Completion LGL 160 (2/5/18)

White – Contract File Yellow – Project Leader Pink – Contractor
Notice of Final Completion
KIT #

Project Description:

Idaho Power Authorized Representative:

Contractor:

Pursuant to Section 21 of the General Conditions for Construction Services, Contractor certifies to IPC as follows:
Required
Substantial Completion has occurred; and
All Punch List Items, site clean-up, and Restoration have been completed; and
All applicable Record Documents have been provided to, and to Contractor’s knowledge accepted by, IPC; and
Contractor has delivered to IPC a final certificate of occupancy and all other governmental approvals necessary for
IPC to occupy or utilize the Work or designated portion thereof for its intended purpose; and
If Applicable
Contractor has provided IPC with four copies of Operations and Maintenance manuals
Contactor has returned to IPC all IPC property (including, but not limited to, keys and access badges/cards); and
Contractor has completed all Work and other actions set forth in Change Orders.
As-Built Documentation reflecting all deviations from the original documentation.
The date upon which Contractor completed all Work was:

Authorized Contractor Signature By (PRINT NAME) Date Certified
Idaho Power Company accepts this Notice of Final Completion
Idaho Power Company does NOT accept this Notice of Final Completion
Noted
Deficiencies:

Upon resolution of the deficiencies noted above, Contractor shall resubmit the Notice of Final Completion.

Authorized IPC Signature By (PRINT NAME) Date
(DATE OF FINAL COMPLETION)

IPC Conditional Waiver & Release Upon Final Payment LGL 036 (3/9/2016)
Page 1 of 1
CONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT
Upon receipt by the undersigned of payment (either in the form of a check, wire transfer, ACH deposit or
other tender, i.e., “Final Payment”) from Idaho Power Company in the sum of $ and made payable
to (“Contractor”), and upon acceptance of the Final
Payment by Contractor, either upon completion of the wire transfer or ACH deposit or when the check has
been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become
effective to release and the undersigned shall be deemed to waive and release any notice of any mechanic’s
lien, materialman’s lien, construction lien, design professional’s lien, or similar lien, any stop notice or
bonded stop notice, or any bond right or claim the undersigned has on the job of Idaho Power Company
located at:
(Project Description and Location)
to the extent described in this document. This release covers the Final Payment for labor, services,
equipment, or materials furnished by Contractor to the job of Idaho Power Company referenced above and
does not cover Disputed Claims listed below, if any. Rights based upon work performed or items furnished
under a written change order which has been fully executed by the parties prior to the release date are
covered by this release unless specifically reserved by the claimant in this release. This release of any
mechanic’s, materialman’s, construction, design professional’s, or similar lien, stop notice or bonded stop
notice, or bond right or claim shall not otherwise affect the contract rights, including rights between parties
to the contract based upon a rescission, abandonment, or breach of the contract. Before any recipient of
this document relies on it, the recipient should verify evidence of payment to the undersigned. Contractor
represents and covenants, and will take all actions necessary to terminate any claim of a lien filed at any
county recorder’s office elsewhere, that it has already paid or will use the money received from the Final
Payment promptly to pay in full all laborers, subcontractors, materialmen, and suppliers for all work,
services, materials, or equipment that are the subject of this waiver and release.
DISPUTED CLAIMS: The following invoices, applications for payment, retention, or change orders are
reserved by Idaho Power Company from this Final Payment (be specific):
Dated this day of , 20 .
CONTRACTOR
By
IPC KIT #:
IPC Asset Suite No.:
(Amount Paid)
(Contractor Name)
[ ECP 027, Annex A, 2/6/2018]
Annex A - Form of Incident Investigation Report
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
WHAT
happened?
Provide a factual, chonological description of the incident:
Job Name:Location of job where incident occurred:
Job Address:City:State, Zip:
Date of Incident:Time of Incident:
Time Reported to IPC:Whom did you contact at IPC:
Corrective
Action Taken
Explain actions you have taken or plan to take to prevent similar incidents (include the date actions were taken or will be taken):
Injury/Damage
List any injuries and/or damages resulting from the incident:
Supervisor:Occupation/Job Title:Date:
Project Manager:Occupation/Job Title:Date:
Safety Manager:Occupation/Job Title:Date:
Signatures
WHO was
Involved?
WHERE did it
happen?
WHEN did it
happen?
[ ECP 027, Annex A, 2/6/2018]
CSF026 (5/16/2016) IPC
Independent Contractors Request for
Unescorted Physical or Electronic Access
Independent Contractor’s employees will not be permitted unescorted access to Idaho Power Company without the successful
passing in the previous 6 months of criminal background check, identity verification, drug test, and applicable training. Return
completed form to [e-mail] or fax to [phone].
CONTRACT WORKER INFORMATION
Date: Independent Contractor Company Name:
Contract Worker: First Name Middle Initial Last Name
Contract Worker has: Date Successfully Passed:
Successfully Passed Drug Test using criteria listed below
Successfully Passed Seven Year Criminal Background Check using criteria listed below
Successfully Passed Identity Verification using criteria listed below
By signing below Independent Contractor hereby warrants that all statements contained herein are true and correct.
Independent Contractor also hereby warrants that its employee has successfully passed a drug test, seven-year criminal
background check, and identity verification, utilizing provided criteria below or hereby requests an exception in the space
above. Independent Contractor agrees to update each request for access at least every six and a half years after the initial
request, for cause, or at the request of Idaho Power. Further, Independent Contractor agrees to indemnify and hold harmless
Idaho Power from and against any claim of damages and/or imposition of fines resulting from Independent Contractor’s
negligent and/or willful provision of false or inaccurate information on, or in relation to, this request. Independent Contractor
agrees to permit Idaho Power (with reasonable prior notice to Independent Contractor) to audit Independent Contractor’s
records and processes that support this certification.
Signature of Authorized Representative of Independent Contractor Date
Printed Name and Title of Authorized Representative of Independent Contractor
MINIMUM SCREENING CRITERIA – Must have been completed within the previous 6 months:
If Independent Contractor is requesting an exception to the Drug Test, Identify Verification, or the Criminal Background Check, please note reason for requested
exception. Exceptions must be requested for identified felony or misdemeanor convictions involving: (a) violence to persons/property, (b) theft or fraud, (c)
drug/alcohol, or (d) traffic/other. Independent Contractor shall not allow persons who have not met Idaho Power’s criteria to perform work, unless Independent
Contractor has received assent, in writing, from Idaho Power.
Drug Test Criteria:
Drug test shall be a five (5) Panel Drug Test, which should be recognizable at testing labs as a “SamHSA5 panel at 50NG – THC cut-off.”
Identity Verification:
Verify that the name, gender, birth date, and social security number all match up to each other.
Seven Year Criminal Background Check Criteria:
County Criminal — A search in all provided and developed (from SSN Trace) counties of residence, employment, and school attendance for previous 7 years
using all names provided and developed (from SSN Trace).
National Criminal Record Locator — Used to identify jurisdictions in which an applicant may have a criminal record or is a registered sex offender. This is a
search of a proprietary criminal database containing more than 400 million records. The records comprising the database are obtained from county, state,
and federal entities as well as incarceration and law enforcement records. In addition, the database includes OFAC lists, FBI Most Wanted, Fugitive Lists from
ten federal agencies (such as US Marshals, US Secret Service, US DEA), and fugitive lists from numerous state and local law enforcement agencies. This search
is a “locator” device designed to identify jurisdictions in which an applicant potentially has a criminal record or is a registered sexual offender. As employment
decisions should not be made based on this database information, a search will automatically be conducted in the originating jurisdiction if one or more
possible records are found. This locator searches records from the past 7 years using the applicant’s first name, last name, and date of birth.
[ ECP 027, Annex A, 2/6/2018]
IPC Change Order - LGL 034 (6/05/18) Page 1 of 1
IPC KIT No.: Change Order #
Effective Date of this
Change Order
Change Order Title Work Order Number
Agreement Title
Agreement Date Contractor
The Parties Agree To The Following:
DESCRIPTION OF CHANGE
MODIFIED EXHIBITS
No Modified Exhibits
Modified Exhibits attached and hereby incorporated into this Change Order include:
ADJUSTMENT TO CONTRACT PRICE ADJUSTMENT TO CONTRACT TIME
Adjustment to the Contract Price for this Change Order is as follows:
No adjustment to the Contract Price. (Option 1)
By unit prices pursuant to General Conditions GC-17.3.a. The units and
quantities are described in “Description” above. The new total Unit Price
Estimate is $ . The new total Unit Price Estimate amount may not be
exceeded by Contractor without the prior written approval of IPC. The new
Unit Price Estimate including this Change Order is $ . (Option 2)
By fixed lump sum pursuant to General Conditions GC-17.3.b. The fixed lump
sum dollar adjustment to the Contract Price is $ . The new lump sum
amount including this Change Order is $ . (Option 3)
Updated total Contract Price (this amount includes this Change Order
and all other fully executed Change Orders): $ .
Adjustment to the Approved Schedule for this Change Order is
in accordance with General Conditions section GC-8, “Time
and Order of Completion” and is as follows:
The Approved Schedule remains unchanged (no change to
Contract Time, Guaranteed Substantial Completion Date,
and/or Final Completion, phased or interim completion
dates).
The Approved Schedule, Contract Time, Milestone Dates,
Phased Completion, Guaranteed Substantial Completion
Date, and/or Final Completion Date is adjusted as follows:
Except as provided in this Change Order, all terms and conditions of the Contract Documents, as amended from time to time, remain unchanged.
Prepared By:
Accepted By: , Contractor
Contractor’s Signature
Title
Approved by , IPAR
Approved by , IPC
Idaho Power Company Signature
Title
IPC Conditional Waiver & Release Upon Progress Payment LGL 125 (3/9/16)
Page 1 of 1
CONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT
Upon receipt by the undersigned of payment (either in the form of a check, wire transfer, ACH deposit or
other tender, i.e., “Progress Payment”) from Idaho Power Company in the sum of $ and made
payable to (“Contractor”), and upon acceptance
of the Progress Payment by Contractor, either upon completion of the wire transfer or ACH deposit or
when the check has been properly endorsed and has been paid by the bank upon which it is drawn, this
document shall become effective to release and Contractor shall be deemed to waive and release any notice
of any mechanic’s lien, materialman’s lien, construction lien, design professional’s lien, or similar lien, any
stop notice or bonded stop notice, or any bond right or claim the undersigned has on the job of Idaho
Power Company located at:
(Project Description and Location)
to the extent described in this document. This release covers the final payment for labor, services,
equipment, or materials furnished by Contractor to the job of Idaho Power Company referenced above
through only and does not cover any retention retained before or after the release date;
extras furnished before the release date for which payment has not been received; extras or items
furnished after the release date. Rights based upon work performed or items furnished under a written
change order which has been fully executed by the parties prior to the release date are covered by this
release unless specifically reserved by the claimant in this release. This release of any mechanic’s,
materialman’s, construction, design professional’s, or similar lien, stop notice or bonded stop notice, or
bond right or claim shall not otherwise affect the contract rights, including rights between parties to the
contract based upon a rescission, abandonment, or breach of the contract, or the right of the undersigned to
recover compensation for furnished labor, services, equipment or material that was not compensated by
the Progress Payment. Before any recipient of this document relies on it, said party should verify evidence
of payment to the undersigned.
Dated this day of , 20 .
CONTRACTOR
By
IPC KIT #:
IPC Asset Suite No.:
(Amount Paid)
(Contractor Name)
[ ECP 027, Annex A, 2/6/2018]
CID #54326 Certificate of Substantial Completion LGL 153 (2/5/18)
Page 1 of 1
White – Contract File Yellow – Project Leader Pink – Contractor
Certificate of Substantial Completion
Work Order:

Project Description:

Project Leader:

Construction Manager:

Engineer/Designer:

Inspector:

Contractor:

Contractor Foreman:

1. This Certificate of Substantial Completion (“Certificate”) applies to:
All Work
OR
The following Milestones:
2. Idaho Power Company (IPC) and Contractor inspected the Work subject to this Certificate (as stated in Section 1
above) and IPC confirms that Contractor achieved Substantial Completion on:
3. A preliminary list of items to be completed or corrected by Contractor prior to the Final Completion Date is attached
hereto and incorporated by this reference (“Punch List”). The Punch List may not be
all-inclusive, and the failure to include an item does not alter the responsibility of Contractor to complete all the
Work in accordance with the Contract Documents.
4. In accordance with the Special Conditions (Exhibit C to the Agreement):
As-Built Documentation reflecting all deviations from the original documentation was submitted on:
OR

As-Built Documentation reflecting all deviations from the original documentation shall be provided upon Final
Completion of the Work.
This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a waiver
of any of Contractor’s obligations as set forth in the Contract Documents.
Contractor certifies Substantial Completion:

Contractor’s Authorized Representative Signature By (Print Name) Date Certified
Idaho Power Company accepts this Certificate of Substantial Completion:

IPAR Signature By (Print Name) Date Accepted

CID# 56230 Notice of Final Completion LGL 160 (2/5/18)

White – Contract File Yellow – Project Leader Pink – Contractor
Notice of Final Completion
KIT #

Project Description:

Idaho Power Authorized Representative:

Contractor:

Pursuant to Section 21 of the General Conditions for Construction Services, Contractor certifies to IPC as follows:
Required
Substantial Completion has occurred; and
All Punch List Items, site clean-up, and Restoration have been completed; and
All applicable Record Documents have been provided to, and to Contractor’s knowledge accepted by, IPC; and
Contractor has delivered to IPC a final certificate of occupancy and all other governmental approvals necessary for
IPC to occupy or utilize the Work or designated portion thereof for its intended purpose; and
If Applicable
Contractor has provided IPC with four copies of Operations and Maintenance manuals
Contactor has returned to IPC all IPC property (including, but not limited to, keys and access badges/cards); and
Contractor has completed all Work and other actions set forth in Change Orders.
As-Built Documentation reflecting all deviations from the original documentation.
The date upon which Contractor completed all Work was:

Authorized Contractor Signature By (PRINT NAME) Date Certified
Idaho Power Company accepts this Notice of Final Completion
Idaho Power Company does NOT accept this Notice of Final Completion
Noted
Deficiencies:

Upon resolution of the deficiencies noted above, Contractor shall resubmit the Notice of Final Completion.

Authorized IPC Signature By (PRINT NAME) Date
(DATE OF FINAL COMPLETION)

IPC Conditional Waiver & Release Upon Final Payment LGL 036 (3/9/2016)
Page 1 of 1
CONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT
Upon receipt by the undersigned of payment (either in the form of a check, wire transfer, ACH deposit or
other tender, i.e., “Final Payment”) from Idaho Power Company in the sum of $ and made payable
to (“Contractor”), and upon acceptance of the Final
Payment by Contractor, either upon completion of the wire transfer or ACH deposit or when the check has
been properly endorsed and has been paid by the bank upon which it is drawn, this document shall become
effective to release and the undersigned shall be deemed to waive and release any notice of any mechanic’s
lien, materialman’s lien, construction lien, design professional’s lien, or similar lien, any stop notice or
bonded stop notice, or any bond right or claim the undersigned has on the job of Idaho Power Company
located at:
(Project Description and Location)
to the extent described in this document. This release covers the Final Payment for labor, services,
equipment, or materials furnished by Contractor to the job of Idaho Power Company referenced above and
does not cover Disputed Claims listed below, if any. Rights based upon work performed or items furnished
under a written change order which has been fully executed by the parties prior to the release date are
covered by this release unless specifically reserved by the claimant in this release. This release of any
mechanic’s, materialman’s, construction, design professional’s, or similar lien, stop notice or bonded stop
notice, or bond right or claim shall not otherwise affect the contract rights, including rights between parties
to the contract based upon a rescission, abandonment, or breach of the contract. Before any recipient of
this document relies on it, the recipient should verify evidence of payment to the undersigned. Contractor
represents and covenants, and will take all actions necessary to terminate any claim of a lien filed at any
county recorder’s office elsewhere, that it has already paid or will use the money received from the Final
Payment promptly to pay in full all laborers, subcontractors, materialmen, and suppliers for all work,
services, materials, or equipment that are the subject of this waiver and release.
DISPUTED CLAIMS: The following invoices, applications for payment, retention, or change orders are
reserved by Idaho Power Company from this Final Payment (be specific):
Dated this day of , 20 .
CONTRACTOR
By
IPC KIT #:
IPC Asset Suite No.:
(Amount Paid)
(Contractor Name)
[ ECP 027, Annex A, 2/6/2018]
Annex A - Form of Incident Investigation Report
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
Employee Full Name (First, MI, Last):Occupation/Job Title:Years in Job Title:
WHAT
happened?
Provide a factual, chonological description of the incident:
Job Name:Location of job where incident occurred:
Job Address:City:State, Zip:
Date of Incident:Time of Incident:
Time Reported to IPC:Whom did you contact at IPC:
Corrective
Action Taken
Explain actions you have taken or plan to take to prevent similar incidents (include the date actions were taken or will be taken):
Injury/Damage
List any injuries and/or damages resulting from the incident:
Supervisor:Occupation/Job Title:Date:
Project Manager:Occupation/Job Title:Date:
Safety Manager:Occupation/Job Title:Date:
Signatures
WHO was
Involved?
WHERE did it
happen?
WHEN did it
happen?
[ ECP 027, Annex A, 2/6/2018]
BAKER
DURKEE
HUNTINGTON
LIME
So urces: Esri, De Lorme, USGS, NPS, Sources: Esri, U SG S, NOAA
Vicinity Map
LIN E 423 M AI NT EN A NC E PR OJE CT
Figure 1
Features Legend
The me : \\fresno\Enviro_GIS\??.mxd
Vicin ity and Topographic M ap
0 2 4 6 81
Miles
IDAHO P OWER COM PAN Y, BOISE, ID 2020
ÊLine 423Cities
BLM
Private
State
Idaho Power Transverse Mercator (IPTM)Units: Feet (US Survey Feet)Horizontal Datum: NAD83, Vertical Datum : NAVD88Scale Factor at Central Meridian: .9 9960Longitude of Central Merid ian: -115 30 00, Latitud e of Origin: 42 00 00False Easting: (Meters) 50000 0 or (US Survey Feet) 1640 416.6 66667False Northing: (Mete rs) 100000 or (US Survey Feet) 328083.333333.
Date: 3/20/2020
BLM Approved Botanical Survey Contractors

Aequinox
1624 NW Trenton Ave.
Bend, OR 97701
541-617-1380
Karen Allen
[e-mail]

Calypso Consulting
2683 Takelma Way
Ashland, OR 97520
510-604-8201
[e-mail]
Cecile Shohet

Hamer Environmental L.P.
PO BOX 2561
Mount Vernon, WA 98273
360-899-5156
Thomas Hamer
[e-mail]

Oregon Biosurvey
529 NW 31st St.
Corvallis, OR 97330
[e-mail]
541-760-2808
Duncan Thomas

Pacific Crest Consulting
935 Bellview Ave.
Ashland, OR 97520
541-621-8746
[e-mail]
Scot Loring

Peter W. Dunwiddie Ecological Consultant
5548 38th Ave. NE
Seattle, WA 98105
206-817-0899
Peter Dunwiddie
[e-mail]

Rabe Consulting
421 Commercial St
Klamath Falls, OR 97601
541-891-2137
Andrea Rabe
[e-mail]

Rebalance, LLC
601 Hawthorne St.
Wenatchee WA, 98801
314-650-8115
[e-mail]
Emily Orling

Siskiyou Biosurvey LLC
265 Ball Rd.
Eagle Point, OR 97524
541-821-6104
Richard Brock, Richard Callagan, Jason Clark
[e-mail]
[e-mail]
[e-mail]

Stone Ecosurveys
30567 Le Bleu Rd
Eugene, OR 97405
541-344-3274
[e-mail]
Daphne Stone

Turnstone Environmental Consultants
PO BOX 83362
Portland, OR 97283
503-283-5338
[e-mail]
Tom Williamson

BLM Approved Botanical Survey Contractors

Judy Ferguson
Plant Ecologist, Wildlife Biologist, Wetland
Ecologist CH2MHILL
322 East Front Street Suite 200
Boise, ID 83702-7359
Direct Tele: 208.383.6242
Receptionist: 208.345.5310
email: [e-mail]

Smithman Consulting Services
Lynda Smithman
Boise, ID
208 344-2650
[e-mail]

Eagle Cap Consulting, INC
Randy Krichbaum
403-948-0240
[e-mail]

Salix Associates
Richard Brainerd, Bruce Newhouse, Peter
Zika
Eugene, OR
503 343-2364

Holly Nielsen
Burns, OR
541 573-1933
[e-mail]

VisionAir, Inc.
Boise, ID
Susan Bernatas
208 841-9566

Columbia Environmental Sciences Inc.
Kennewick, WA
Mark Darrach
360 297-2766
[e-mail]
or
[e-mail]

Clair Button
Baker City, OR
541 523 7981

Lisa Harlow
Tetra Tech

Understory Consulting, LLC
2299 Crestbrook Rd.
Medford, OR 97504
541-973-4303
Sean Prive
[e-mail]

BLM VASCULAR PLANT SURVEY PROTOCOL

Species of Concern for Proposed Idaho Power Huntington-Quartz Transmission Line
(Line 423) Project

1. Howell's spectacular thelypody (Thelypodium howellii ssp.spectabilis)
2. Cronquist's stickseed (Hackelia cronquistii)
3. Snake River goldenweed (Pyrrocoma radiata)
4. Biennial stanleya (Stanleya confertiflora)
5. Hairy wild cabbage (Caulanthus pilosus)
6. Salt heliotrope (Heliotropium curassavicum)

1.0 CONTRACTOR FURNISHED PROPERTY AND SERVICES

1.1 The Contractor shall furnish all labor, equipment, supervision, materials and
incidentals necessary to perform vascular plant surveys in accordance with the
enclosed specifications, terms, and conditions.

1.2 Surveyors shall meet the following technical requirements:

Project Leader, Supervisor - Writes survey results and is ultimately responsible for
the performance of the survey crew.

Minimum Requirements:

1) Bachelor’s degree in botany or related field, such as biology or ecology.
Minimum 8 upper division credits in vascular plant taxonomy. Participation in
professional workshops in vascular species identification can be counted for credit
(32 workshop hours equals one quarter credit hour).

2) Training and experience with field techniques for surveying for and locating
Special Status vascular plants. Skill using technical dichotomous flora and
botanical keys of eastern Oregon floristic ecoregions listed under Section 1.3.g.

3) Skill using 35 mm or digital camera, GPS unit, aerial photos, topographical maps,
and compass. Skill navigating in rough country using maps, compass, and GPS
unit.

4) Experience completing survey reports, organizing crews to complete surveys
within biological windows, and coordinating and reviewing final paperwork
submission for quality control.

Crew - Crew Leader supervises survey crew and data collection. Crew Member
conducts botanical surveys and collects field data. Trainee conducts botanical surveys
and collects field data under the supervision of the crew leader. Only one or two
trainees may be utilized.

Minimum Requirements:

BLM VASCULAR PLANT SURVEY PROTOCOL

1) 4 upper division credits in vascular plant taxonomy. Participation in professional
workshops in vascular species identification can be counted for credit (32
workshop hours equals one quarter credit hour).

2) Training and experience with field techniques for surveying for and locating
Special Status vascular and nonvascular plants. Ability to use technical
dichotomous flora and botanical keys of eastern Oregon floristic ecoregions listed
under Section1.3.g.

3) Ability to navigate in rough country using maps, compass, and GPS unit. Ability
to use 35 mm or digital camera.

4) Ability to complete all required report forms.

1.3 Specifically, but not necessarily all inclusive, the Contractor shall furnish:

a. Compass with azimuth and declination setting.
b. GPS unit that can download information to ArcMap10.5.1
c. Clinometer.
d. Hand lens (minimum magnification 10 X).
e. Dissecting microscope.
f. 35 mm camera with 200 or 400 ASA film or digital camera with a minimum
resolution of 5 mega-pixels and zoom capability, JPEG format on CD, and high-
quality photo-paper for color hard copies.
g. Cronquest, A. Holmgren, N. Holmgren, & Revel Intermountain Flora , Hitchcock
& Cronquist Flora of the Pacific Northwest, Peck A Manual of the Higher Plants
of Oregon, Whitson et al. Weeds of the West, or other appropriate flora required to
accurately identify plants encountered during the inventories.
h. Permanent marking pens for marking aerial photos and topographical maps.
i. Additional color photo copies of aerial photos if needed.
j. Additional copies of 1:12,000 topographical section maps if needed.

2.0 SPECIFIC TASKS

2.1 Field Work

2.1.1 Survey Method: Surveys for Special Status vascular plants shall be conducted using
the Intuitively Controlled Survey Method. Survey area shall be surveyed by walking
routes that cover a representative cross section of all major topographic (slopes,
draws, benches, ridges) and special features (wet areas, rock out crops, riparian areas,
etc.). Upon arrival in an area of high potential habitat, a more thorough survey for the
target species should be made. Special Status vascular plants and noxious weeds shall
be documented and mapped using a GPS unit when encountered.

BLM VASCULAR PLANT SURVEY PROTOCOL

2.1.2 Survey area boundaries not clearly identified on the ground shall be surveyed using a
GPS unit and provided survey area shapefile or by approximating the boundary
location from maps.

2.1.3 Noxious weeds: The Contractor shall collect noxious weed data when populations are
encountered. Data collection will include the following tasks:

a. Indicate the extent of the population on a separate topographical map and
aerial photo.
b. Delineate the population using a GPS unit
c. Complete the Noxious Weed Report Form (Attachment 8)

2.1.4 The Contractor shall compile species lists of all vascular plants encountered during
surveys. The lists shall be specific for the area surveyed, not generic lists, and shall
include all species encountered and no species not encountered. The lists shall be in
the formats shown in Attachment 9. Species lists shall include species codes (USDA
NRCS Plants Database), scientific names, common names, families, special habitats,
if applicable, and Special Status. Special habitats include areas such as riparian areas,
rock outcrops, old growth juniper. All species lists should include a heading on each
page with the 1) project name, 2) legal description, 3) type of survey (vascular), 4)
survey date, and 5) Surveyor’s name.

2.1.5 The Contractor shall complete a Survey Report, whether or not Special Status plant
sites are found. A habitat summary shall be provided in the survey report. The
summary report shall include information on topography (including relationship to
watershed), special habitats (e.g. seeps, rock outcrops), apparent history (e.g. burned),
management effects, Special Status plants and habitats if found, noxious weed
populations encountered, dumps, impacts from heavy OHV use or grazing, and other
noteworthy observations.

2.2 Documenting Special Status Vascular Plants

2.2.1 When Special Status vascular plants are discovered, the location or boundaries of the
population shall be documented and mapped using a GPS unit.

2.2.2 Record population, habitat, and site data on a Special Status Plant Site Form
(Attachment 7).

2.2.3 Photograph Special Status species. Take at least one photograph of the plant(s) and at
least one photograph of the general habitat where it is located. Label each photograph
with the township, range, section, unit number, species code, site number, date, and
surveyor’s name.

2.2.4 Collect UTM coordinates at the site and record on the site form. Indicate the type of
GPS equipment used on the site form (e.g. Trimble Juno). The GPS point data should
be accurate to within 30 feet. The accuracy level shall be recorded on the site form if
BLM VASCULAR PLANT SURVEY PROTOCOL

provided on the GPS unit (e.g. accurate within 8 feet). No more than 15 minutes total
is required at any site to collect GPS point data. If, after this time, insufficient
satellites are detected, try off-setting the location to an area where adequate satellites
are detected and record the distance and azimuth to the site on the site form. If
insufficient satellites are detected after 15 minutes at the offset location, no further
attempts are required and the mapped location will be accepted.

The GPS equipment should be programmed at the following settings:

Coordinates: UTM
Zone: 11 North
Datum: North American Datum 1983
Units: Meters

2.3 Documentation

2.3.1 All field work shall be fully documented.

2.3.2 The following documentation is required:

a. Special Status Species Survey Report.
b. Topographical map showing survey area
c. Data file with the GPS survey routes, format must be compatible with ArcMap.
d. Special Status Plant Site form for each Special Status vascular plant population.
e. Separate topographical map showing each Special Status plant location found.
The map should contain only the population described on the Plant Site form.
f. Composite topographical map showing all Special Status plant sites.
g. Separate topographical map(s) for noxious weed populations, with locations and
data.
h. Vascular plant species list (hard copy and on disk) of all plants encountered
during the surveys.
i. Photographs of Special Status vascular plants found.

2.3.3 The Contractor shall review and edit all forms and maps prior to submittal to ensure
that forms are properly filled out and all information submitted is legible.

3.0 PERIOD OF PERFORMANCE

Surveys shall be performed during the appropriate phenological window from May
through July 2020.

Draft technical reports shall be submitted by the Contractor to IPC for review no later
than 30 days after the completion of the field work. IPC will have 2 weeks to review and
comment on the draft report. Following receipt of comments on the draft, Contractor
shall respond to all comments and submit a final draft report to IPC and to BLM for
review.
Attachment 6: BLM Special Status Plant Survey Form 10/8/2010
OR / WA BLM GeoBOB Flora/Fauna Survey Form V. 1.4, pg 1. (Circle appropriate option when a list is provided, Bold items are required fields, *key to codes on cheat sheet. See data dictionary for Field Name and List of Value definitions.))
SURVEY
Survey ID: _________ Admin Unit: _______________ Sub Admin: _______________________________ *Location Accuracy: ____________________ Survey area (ac):_________ USGS Quad: ____________________ GPS model / software used: _______________________________________________________________________ UTM: ________________________, E ______________________N Zone: _________ Datum: ______________ Legal Description: T __________R __________ S _______¼_______ 1/16______ 1/64________ Meridian: W H D Related documents / files: _______________________________________________________________________ Notes: _______________________________________________________________________________________
_____________________________________________________________________________________________

VISITS Visit ID: ____________________ *Survey Type: _____________________________________________________
*Survey Method: ___________________ Project Name: _____________________ Project Unit: _______________ *Protocol Name _______________________________________________________
Observers: ____________________________________________________________________________________ Contractor:________________________________________ Contractor Bid:________________________________
Visit Start Date: _______ End Date: _________ Date Accuracy: Day, Month, Year Military Start Time (HHMM): ______ Military End Time (HHMM): _____ Visit Length: ____________ Estimated Actual Survey Area (acres and/or percent of whole): ___________________________________________ Notes:

TARGET SPECIES List all species that are the focus of the survey, and whether or not they were found. Record Negative data in the GeoBOB Add_Obs table (use Inventory / Neg Obs button in Visits part of Survey form). Positive data requires a record in the Flora_Sites or Fauna_Obs tables.
Species Code Scientific Name Found (Y/N)

HABITAT/ENVIRONMENTAL CONDITIONS (Optional data)
Slope (%): _______ Slope – min.: _______ Slope – max.: _______ Slope source: _______
Aspect (deg): _______ Aspect – min. _______ Aspect – max. _______ Aspect source: _______ Elevation (ft): _______ Elevation – min.: ________ Elevation – max.: _______ Elevation source _______ Source: C = Calculated, M = Measured, E = Estimated, G = GPS generated (for elevation only) *Landform: ________________________ Stand Age: ___________ Stand Structure: Multiple Canopies, Single Canopy, Two Canopies, Even/Live Resid, Unspecified *Seral Stage: _________________ *Substrate: __________________
Percent Cover: 1) Overstory: _________ Overstory min.: _________ Overstory max:________ 2) Understory: _________ Understory min.: __________ Understory max:________
~Fire Presence: Absent, Burned, Completely Burned, High Scorch, Mod Scorch, Partial Scorch, Very High Scorch Topographic Position (rel. to overall slope): Bottom, Lower, Mid, Ridge, Upper. Soil Texture Class: Clay, Clay Loam, Loam, Sand, Silt, Silt Loam, Sandy Loam, Other Air Temperature (F): _________ Relative Humidity (%): _________ Soil Temperature (F): ___________ Soil Moisture: Dry, Moist, Wet, Inundated/Flooded Light Index: Full Shade, Full Sun, Part Shade Precip: Dry, Fog, Misty Rain, Rain, Sleet/Hail, Snow Wind: Calm, Gusty, Light, Moderate, Windy (15+ mph) Notes: ________________________________________________________________________________________ ______________________________________________________________________________________________ ~If fire was present within the last 5 years
Attachment 6: BLM Special Status Plant Survey Form 10/8/2010
OR / WA BLM GeoBOB Flora/Fauna Survey Form, pg 2.

INVENTORY OBSERVATONS Create a list below of species (other than those on the target list) found during the survey. Indicate percent cover, abundance for each species, and the quantity. Enter data into GeoBOB Add_Obs table (use Inventory / Neg Obs button in Survey form).
Species
Code Scientific Name % Cover *Abundance Quantity

BUREAU OF LAND MANAGEMENT - VALE DISTRICT
SPECIAL STATUS PLANT SITE FORM

SITE REVISIT 

DATABASE ID #: Updated
1/25/18
GENERAL INFORMATION

Scientific name :

Reporter’s name :

Family name : Subpop. #

Vale District Office address:
100 Oregon St Vale, OR 97918

NRCS Code :

Date of Sighting (M/D/YY) : New Site? YES  NO

Project name :

Phone : [phone]

Photographs taken :  specimen  habitat

Photo id:___________________________________________
__________________________________________________

Were specimens collected?  YES  NO Collection #_____________________

Repository :____________________Verified by:________________________________

Identifying Characteristics(s)________________________________________________
LOCATION DATA

Legal Description : T ___________ S R___________ W / E Sec___________ _________ 1/4 of the __________1/4
Legal Description : T ___________ S R___________ W / E Sec___________ _________ 1/4 of the __________1/4
Additional Comments:
County:
GPS Type:______________________________________Datum:__________________

UTM (X):_____________________E_____ UTM (Y):______________________N____

Accuracy (in ft.):
Plant Site Sign Verbage (species, date, distance & azimuth to plants):

Directions to site:

Property owned by (check one) :  BLM  USFS  other federal  State  County  Private

BLM Resource Area (check one) :  Malheur  Baker
POPULATION DATA

Phenology :
% Bud % Senescent
% Flower % Dormant
% Fruit % Dead
% Vegetation % w/o sporophyte
% Regrowth % Sporophyte
_____% Juvenile ______% sporocarp

Number of plants _______

 exact #
 estimated#

What was counted?
 genets
 ramets
 N/A (nonvasc)
 unknown

Area occupied {in square feet, meters
or hectares (1 ha=2.5 acres)}:

__________________  ft  m  ha

Population boundary:
 increasing
 static
 decreasing
 indeterminable

Population vigor :

 excellent

 good

 fair

 poor

HABITAT DATA

Slope (%) ______avg/ ( _______min _______max)
Aspect (degrees)_______avg/ (_______min_______max)
Elevation (ft)_______avg / (_______min _______max)

Landform (check one) :
 bench  ridge  drainage  hill slope
 valley  draw  plateau  flat
other:______________

Macrotopography (check one):
 ridge  upper slope
 mid-slope  bottom
 lower slope

Substrate (Circle): Mineral soil: gravel sand loam silt clay Other:_________________________
Organic: litter and duff humus moss Other:__________________________
Rock: granitic metamorphic volcanic serpentine Other:__________________

Soil Texture (check one) : ___Sand ___Sandy Loam ___Silt ___Silt Loam ___Clay ___Clay Loam ___Loam _____________________ Other

ENVIRONMENTAL CONDITIONS DATA

Habitat Condition Description: Overstory % Cover __________ Understory % Cover __________ Light Index: Full Sun., Partial Shade, Full Shade

Plant Association (list dominant species at site):

Threats to Population:

Other comments:

ASSOCIATED SPECIES
Trees (Scientific Name) Code % Herbs/Forbs (Scientific Name) Code %

Shrubs (Scientific Name) Code %

Attachment 8: Noxious Weed Site Report Form
Noxious Weed Sighting Report Form

Date:________

Noxious Weed Species:_____________________and USDA code _______(See back of sheet)

Number of Plants:_________ or Estimated Size in Acres:________

Relative Frequency: Spot Patch Scattered
(circle one) (less than 10) (More than a 10) (Mix of spots and/or patches)

GPS Location in UTM’s: _E: ______________ N: _________________ Zone: ______ or

Specific Map Location: TWP________ RGE________ SEC________ QTR/QTR________

Road Name if Applicable:_______________________________

General Location: Roadside Ditch Rangeland Riparian
(circle one)

Specific Location:
(Please include hints or adequate detail for staff to return to site for treatment)

__________________________________________________________________________________________

__________________________________________________________________________________________

__________________________________________________________________________________________

Growth Form: Basal Rosette or Upright Growth
(circle one)

Growth Stage: Preflower Flowering Seed Set
(circle one)

Land Ownership: BLM USFS State Private Other:____________
(circle one)

Observer(s):_______________________________________________________________________________

ADDENDUM NO. 01
2020 NEPA Analysis and Documentation Project

To: All prospective Respondents
Re: PowerAdvocate Event# 104063

The following items are addressed in this Addendum No. 01:

1. Clarifications & Changes:

1.1. The requirement stating, “…the Contractor and/or their Subcontractor must meet BLM
Baker Field Office approval and technical requirements. If not currently on the BLM
approved Botanical Survey Contractors List (Appendix B), Contractor must submit
qualifications to Melissa Yzquierdo Primus at [e-mail] (1-541-523-1401)
for consideration. Contractor must receive BLM approval and provide IPC proof of approval
with bid package” has been removed from this RFP.
1.2. Contractor and/or their Subcontractor, if not currently on the BLM Approved Contractors List,
must document that they have the necessary skills to meet BLM Baker Field Office approval
and technical requirements to conduct botanical/wildlife surveys. Please provide experience
and qualificaitons for key staff showing, at a minimum, the following:
o Degree information, years of experience, relevant projects including dates of projects;
o Types of eco-region/flora/fauna surveyed; and
o Writing experience (e.g., survey reports, NEPA documents, etc.)

Acknowledgement of receipt of this Addendum No. 01 shall be entered on “5. Pricing Data” tab within
Power Advocate. Failure to provide such acknowledgement may render the bid as non-responsive and
subject to rejection.

Dated: April 16, 2020
By: Kim Abbott
Sr. Strategic Sourcing Professional

ADDENDUM NO. 01
2019 Huntington to Quartz 138kV Rebuild Design Project

To: All prospective Respondents
Re: PowerAdvocate Event# 94728,
2019 Huntington to Quartz 138kV Rebuild Design
The following items are addressed in this Addendum No. 01:
1. Attachments:
1.1. FOR REFERENCE ONLY – Huntington Substation
1.2. FOR REFERENCE ONLY – 138kV Durkee Substation

2. Submitted Question & Answers
2.1. QUESTION: Is support required for the contractor review and bidding process?
ANSWER: No.

2.2. QUESTION: Is construction support required or will this be handled on a T&M basis?
ANSWER: Please assume 100 hours of construction support.

2.3. QUESTION: Are Record Drawings required or will this be handled on a T&M basis?
ANSWER: Please assume 20 hours combined for drafting and engineer.

2.4. QUESTION: The RFP indicates Design Reviews of 30%, 60% and 90% please provide a list of
requirements for each submittal.
ANSWER: Design review requirements shall include the following:
30%: Structure families and route established within a PLS CADD model.
60%: PLS CADD model for review of structure placements, wire system, and structure
drawings.
90%: Material takeoffs and other remaining deliverables.
NOTE: IPC shall provide PLS CADD template with preferred parameters, such as feature
codes, structure criterial and types, weather criteria, wire files, materials, and PLS pole
templates.

2.5. QUESTION: Is there an existing transposition structure that needs to be accounted for in the
rebuild design?
ANSWER: No.

2.6. QUESTION: Please provided centerline alignment for new entrances into the Huntington
and Durkee Substations.
ANSWER: These have not been received.

2.7. QUESTION: Will new alignment designs into Huntington and Durkee be an in and out single
circuit tap or a double circuit tap?
ANSWER: Assume that the tap into Huntington will be a double circuit landing on a 2-bay
self-supporting H-Frame dead-end in the substation, with sectionalizing switched in the
substation. Assume at Durkee that the substation will be in-line, so the line will dead-end
inside the substation at either end, and sectionalizing switches will be in the substation.

ADDENDUM NO. 01
2019 Huntington to Quartz 138kV Rebuild Design Project

2.8. QUESTION: Are there any requirements for a switch structure at any of the substation
entrances?
ANSWER: No switches on the line are planned at this time, all switches will be in the
substations.

2.9. QUESTION: Can IPC provide locations for Huntington and Durkee substations and proposed
station upgrade layouts.
ANSWER: Please see attached maps for locations of Line 423 in reference to the substations.
IPC does not have station upgrade drawings currently.

2.10. QUESTION: Please confirm the existing Quartz Substation frame is adequate for proposed
conductor, OPGW, and OHGW upgrades.
ANSWER: Please assume it is.

2.11. QUESTION: RFP does not indicate the development of construction specifications; do we
need to account for this?
ANSWER: IPC shall provide construction specifications.

2.12. QUESTION: Will we be using IPC’s or consultant’s internal steel pole specifications?
ANSWER: IPC specifications.

2.13. QUESTION: Will be we using IPC or consultant’s internal foundation specifications?
ANSWER: IPC specifications.

2.14. QUESTION: RFP indicates we will be providing the following:
• Structure List
• Plan and Profile
• Material Take Off
Can these be provided out of PLS CADD?
ANSWER: Yes.

2.15. QUESTION: Do we need to account for Construction Specifications, Stringing Charts, Staking
Coordinates, Structure Assemblies, Foundation Schedule and Rebar Details and Phasing
Drawing?
ANSWER: Please see below:
• Construction Specifications – No
• Stringing Charts – Yes
• Staking Coordinates – Yes
• Structure Assemblies – Yes. Contractor will provide structure drawings for steel
pole manufacturer and structure assembly drawings for construction.
• Foundation Schedule and Rebar Details – Yes, if required.
• Phasing Drawing – Yes.

ADDENDUM NO. 01
2019 Huntington to Quartz 138kV Rebuild Design Project

Acknowledgement of receipt of this Addendum No. 01 shall be entered on “5. Pricing Data” tab within
Power Advocate. Failure to provide such acknowledgement may render the bid as non-responsive and
subject to rejection.

Dated: July 25, 2019
By: Kim Abbott
Sr. Strategic Sourcing Professional
ADDENDUM NO. 02
2020 NEPA Analysis and Documentation – Line 423

TO: All Prospective Respondents
RE: Request for Bid – PowerAdvocate Event# 104063
The following items are addressed in this Addendum No. 02:
1. Attachments:
1.1. Line 423 Survey Spreadsheet
2. Clarifications & Changes:
2.1. The GIS data provided show the biological and paleontological survey areas sta rting near Ontario, OR
and ending at the IPC Quartz substation; Table 1 in the RFP provides acreages that indicate the
same. RFP Table 1 (below) includes acreages only for the transmission line ROW, service road
acreages appear not to be included when reviewing the GIS provided (see red text in table).
RFP Table 1. Contractor shall conduct surveys for the following areas.
Ownership Biological Surveys
(acres)
Cultural Survey
(acres)
Paleontological Survey
(acres)
BLM Managed Lands 212.4 61 135

Private Lands 0 38-47 0
Total Acres 212.4
GIS data provided show
the biological survey
area acres associated
with the ROW from
Ontario to Quartz. It
does not reflect service
road acreage. The GIS
data is inclusive and
shows all BLM managed
lands (ROW and service
roads) that require
survey both for the
rebuild portion of the
line and the sections of
BLM managed lands
from Ontario to
Huntington. Refer to
attached excel
spreadsheet.
99-108
GIS data provided show
the cultural survey area
acres associated with
the ROW from
Huntington to Quartz
(minus areas where
previous cultural
surveys have been
completed for other
projects). It does not
reflect service road
acreage. The GIS data
shows all areas
requiring survey on
BLM managed lands
(ROW and service
roads) from Huntington
to Quartz. It also shows
the ROW on private
lands. Service roads on
private lands will not be
surveyed. Refer to
attached excel
spreadsheet.
135
No GIS data was
provided for the
paleontological survey
areas.
Correct, a shape file
showing PFYC
classifications was not
included. Geologic maps
for the project area were
used to calculate
the area requiring
paleontological
inventory. These maps
are available from the
Oregon Department of
Geology and Mineral
Industries website. As
stated in the SOW, Tt
and Tst bedrock units
are fossil bearing and
will require
paleontological
inventory.

ADDENDUM NO. 02
2020 NEPA Analysis and Documentation – Line 423

3. Submitted Questions & Answers:
3.1. QUESTION: Please clarify if IPC espects a final EA (BLM reviewed and comm ents addressed by
8/31/2020, or if only the preliminatry/draft EA for IPC review is required by this date.
ANSWER: Just a preliminary/draft EA. As stated in the RFP, contractor shall submit the draft EA
to IPC for review and comment no later than 60 days after the completion of the final technical
reports. IPC shall provide comments within two weeks of receiving the Draft EA .
3.2. QUESTION: Has BLM initiated and/or completed public scoping for the EA?
ANSWER: No.
3.3. QUESTION: We understand IPC is anticipating approximately 25-30% of property owners to grant
access to their properties for surveys. Is there a total estimated number of property owners for
private lands along the right-of-way? This would assist with estimating the level of effort to
coordinate entry prior to conducting surveys, where authorized.
ANSWER: Request of Entry letters were sent to 36 property owners along the portion of line from
Huntington to Quartz. Four letters were sent to private property owners requesting access across their
lands to access BLM managed lands for the portion of the line fro m Ontario to Huntington.
3.4. QUESTION: Is there a possibility of extenfing the proposal deadling by one week to May 1, 2020?
ANSWER: The proposal deadline has been extended to COB April 27, 2020. Due to the phenology
of some of the special status plant species, and the time potentially needed for BLM to approve the
qualifications of a selected Contractor, we cannot extend the deadline farther.
3.5. QUESTION: What do the mapped exclusion area represent on the kmz files? There did not appear
to be any explanation in the statement of work?
ANSWER: As stated in the RFP, the mapped exclusion areas represent previously inventoried
areas for the Boardman to Hemingway project and two large BLM block inventories. These areas
do not need to be included in the cultural survey. There are also steep slopes along the project area
that may be excluded from inventory for safety purposes.
3.6. QUESTION: The RFP states “Idaho Power Company (IPC) is requesting a right-of-way (ROW)
amendment from the Bureau of Land Management (BLM), Vale District, Baker Field Office to
authorize a proposed upgrade/rebuild of an approximately 40 -mile portion of its Huntington to
Quartz Transmission Line (Line 423) (Appendix A).” The title of the RFP and the map provided in
Appendix A indicates the portion of Line 423 in regards to this project starts in Huntington, OR
and ends at the IPC Quartz substation.
ANSWER: Correct, IPC is requesting a ROW amendment from the BLM, Baker Field Office to
authorize a proposed upgrade/rebuild of an approximately 40 -mile portion of its Huntington to
Quartz Transmission Line (Line 423). However, the RFP also states that “The amendment would
also authorize the existing/proposed service road network along the entire lin e.” There are
portions of the ROW and service roads southeast of Huntington that IPC included in the survey
area of the RFP so these roads would be covered under the amendment.
3.7. QUESTION: Please verify whether biological and paleontological surveys need to be conducted
between Ontario and Quartz, or from Huntington to Quartz.
ANSWER: Biological surveys are required on all BLM managed lands for the portion of the rebuild
from Huntington to Quartz and for the portion of the line from Huntington toward Ontario.
Paleontological surveys are required on BLM managed lands for the entire line where ever
PFYC is a 4 or 5.
ADDENDUM NO. 02
2020 NEPA Analysis and Documentation – Line 423

3.8. QUESTION: The study area provided in GIS does not appear to include construction staging areas.
Generally, these areas would be necessary to support a proposed rebuild and would affect the size
of the survey area. Will construction staging areas need to be surveyed?
ANSWER: Construction staging areas have not yet been determined. Surveys will not be needed.
3.9. QUESTION: THE RFP states states “The Contractor shall inventory known fossil bearing geologic
units on BLM managed lands that have a Potential Fossil Yield Classification of 3 or 4.” The RFP then
states “The Contractor shall acquire a paleontological resource use permit (PRUP), conduct a
pedestrian survey on PFYC system Class 4 (high potential) and Class 5 (very high potential)
formations within the survey area, and evaluate possible impacts.” Does the contractor need to
survey PFYC Class 3?
ANSWER: No. The earlier statement contains a typographical error – only Class 4 and 5 needs to
be inventoried.
3.10. QUESTION: The RFP states, “IPC conducted a Class I literature review/file search using…internal
files and the Oregon State Historic Preservation Office (SHPO) Oregon Archaeological Records
Remote Access (OARRA) computer program to identify known cultural resources in and adjacent to
the current project boundaries.” What buffer on the project boundaries was used to conduct this
search and identify resources “adjacent to the current project boundaries?” Was SHPO’s Historic
Sites Database consulted?
ANSWER: A mile on either side of the line was examined. SHPO’s Historic Sites Database was
consulted; however, impacts to historic resources are not anticipated since the line has been in
place for many years and they were not included in the table.
3.11. QUESTION: The RFP states, “IPC estimates the total area requiring cultural resource inventory to
be 61 acres of BLM managed land and approximately 38 -47 acres of the overall 157 acres of private
property, assuming 25-30% of property owners grant access.” Please provide miles of transmission
line corridor and access road corridors on BLM vs. private lands (or clarify with GIS data – see
Question 1.)
ANSWER: Please refer to attached Lined 423 Survey spreadsheet.
3.12. QUESTION: The RFP states, “Portions of Line 423 were originally built circa 1924; however, IPC is
in the process of recording and evaluating the line as part of an unrelated project.” Will IPC’s
recording and evaluation be final and available to the contractor at the time of survey? Will the
contractor need to evaluate if the Huntington to Quartz segment as a contributing element or will
this be addressed by IPC’s evaluation?
ANSWER: It is currently unknown if IPC’s recordation and evaluation will be complete by the time
the contractor conducts their inventory; however, IPC has no expectation that the contractor will
have to evaluate the Huntington to Quartz segment of the line.
3.13. QUESTION: Please clarify if the cultural resources testing and mitigation efforts described in the
RFP are anticipated to be completed on a subset of the previously recorded resources listed in
Appendix E, newly recorded sites identified during the pedestrian survey, or a combination of
these scenarios.
ANSWER: IPC believes that one or two of the previously recorded sites will require testing or
mitigation.
3.14. QUESTION: The RFP describes one cultural resources report for the pedestrian survey results.
Would IPC anticipate a second report for testing and mitigation results? If so, provide details of
submittals (schedule, hard copies, etc.).
ADDENDUM NO. 02
2020 NEPA Analysis and Documentation – Line 423

ANSWER: IPC anticipates a second report for the testing and mitigation results, as the inventory
is likely to identify new sites that could require testing and mitigation.
3.15. QUESTION: The RFP states under G. Content of Proposal that for each section of the proposal out
line be limited to a certain number of pages. For Example. 1 Cover Letter (2 pages maximum). Is this
2 single-sided pages maximium or 2 doubl e-sided pages maximum?
ANSWER: Since submittals are reviewed and received electronically this would be equal to 2
single-sided pages maximum. If Respondent feels additional information needs to be included,
please upload any additional documentation/information as supporting documents or
supplemental information to the proposal.

Acknowledgement of receipt of this Addendum No. 02 shall be entered on “5. Pricing Data” tab within Power
Advocate. Failure to provide such acknowledgement may render the bid as non-responsive and subject to
rejection.

Dated: April 21, 2020
By: Kim Abbott
Sr. Contracting Agent
FOR REFERENCE ONLY
FOR REFERENCE ONLY

Idaho Power Company
Request for Work Scope and Costs for NEPA Analysis and Documentation
For
Huntington - Quartz Transmission Power Line (Line 423)

1.0 Introduction
Idaho Power Company (IPC) is requesting a right-of-way (ROW) amendment from the Bureau
of Land Management (BLM), Vale District, Baker Field Office to authorize a proposed
upgrade/rebuild of an approximately 40-mile portion of its Huntington to Quartz Transmission
Line (Line 423) (Appendix A). The amendment would also expand portions of the current ROW
and authorize the existing/proposed service road network along the entire line. The table below
provides estimated survey areas (in acres) for each resource on BLM managed lands and private
lands.

Table 1. Contractor shall conduct surveys for the following areas.
Ownership Biological Surveys Cultural Survey Paleontological Survey
BLM Managed Lands 212.4 61 135
Private Lands 0 38-47 0
Total Acres 212.4 99-108 135

As part of the BLM permitting process and to comply with the National Environmental Policy
Act (NEPA) of 1969 and the Council of Environmental Quality (CEQ) regulations implementing
NEPA, IPC is required to complete an environmental assessment (EA) to identify and analyze
potential resource impacts of the proposed project. Additionally, botanical, wildlife, cultural, and
paleontological resource surveys are required to document existing conditions and to
facilitate/support the NEPA analysis. Botanical, wildlife, and cultural surveys are required to be
conducted within a 100-feet-wide survey area (50 feet on each side of the centerline of Line 423)
on BLM managed lands. Approximately 7.9 miles of service roads on BLM managed lands
outside of the 100-foot-wide powerline survey area would be surveyed at 50-feet-wide (25 feet
on each side of the road centerline). Private lands are not to be surveyed as part of the biological
and paleontological resource surveys; however, a cultural resource survey was requested for the
portion of the line from Huntington to Quartz, regardless of ownership. The survey area for all
private lands is 50 feet (25 feet on each side of the centerline of Line 423). A paleontological
inventory shall also be required for the portions of the ROW that cross known fossil bearing
geologic units on BLM managed lands to assess potential occurrences of paleontological
resources and evaluate possible impacts. Areas requiring survey shall be based on the Potential
Fossil Yield Classification (PFYC) system and shall include Class 4 (high potential) and Class 5
(very high potential) formations.

GIS shapefiles depicting the biological and cultural survey areas, transmission line,
authorized BLM ROW, and access/service roads are provided. IPC is in the process of sending
out “Request of Entry” (ROE) letters to all property owners whose property would need to be
accessed as part of the survey efforts. Not all private property owners are expected to grant

permission to access their lands. IPC presumes that approximately 25-30% of property owners
will grant access.

IPC requests that the Contractor submits a proposed Work Scope (including schedule) and Costs,
(in accordance with the terms and conditions of your Professional Service Agreement, if
applicable).

2.0 Scope of Work
The scope of work consists of completing botanical, wildlife, cultural, and paleontological
resource surveys to document existing conditions along Line 423 and preparing an EA to
identify and analyze potential resource impacts of the proposed project. Botanical, wildlife, and
paleontological resource surveys are only required on BLM managed lands. A cultural resource
survey was requested for the portion of the line from Huntington to Quartz, regardless of
ownership (where right-of-entry access was granted). Cultural surveys for the portion of the line
southeast of Huntington on BLM managed lands is not required. This portion of the line was
previously surveyed by IPC staff for recent maintenance projects. Specific tasks and
deliverables are defined below.

IPC is in the process of sending out “Request of Entry” (ROE) letters to all property owners
whose property would need to be accessed as part of the survey efforts. Not all private property
owners are expected to grant permission to access their lands. IPC presumes that approximately
25-30% of property owners will grant access. GIS shapefiles will be provided to the selected
contractor showing which property owners granted access and which property owners denied
access. All BLM managed lands shall be included as part of the required surveys. The Contractor
shall notify all property owners that have granted access to coordinate entry prior to conducting
surveys. Additionally, Contractor is responsible for coordinating with private landowners and
obtaining permission prior to survey efforts to cross their lands, if necessary, to access BLM
managed lands.

The Contractor shall submit a schedule and cost estimate for each service/task.

Botanical and Wildlife Resource Survey
The Contractor and/or their Subcontractor must meet BLM Baker Field Office approval and
technical requirements. If not currently on the BLM approved Botanical Survey Contractors List
(Appendix B), Contractor must submit qualifications to Melissa Yzquierdo Primus at
[e-mail] (1-541-523-1401) for consideration. Contractor must receive BLM
approval and provide IPC proof of approval with bid package. The Contractor and/or
Subcontractors qualified botanist shall perform vascular plant surveys in accordance with BLM
specifications, terms, and conditions (Appendix C). The Contractor and/or Subcontractor shall
conduct pedestrian surveys to document existing BLM special status plant (SSP) species and
noxious weeds. A preliminary list of noxious weeds shall be developed based on the Baker
County Noxious Weed list. However, awareness of all Oregon-listed noxious weeds shall be
maintained throughout the survey effort.

Contractor and/or Subcontractor must also meet BLM Baker Field Office approval and technical
requirements to perform wildlife surveys. Contractor must submit qualifications to Melissa
Yzquierdo Primus at [e-mail] (1-541-523-1401) for consideration.
Contractor must receive BLM approval and provide IPC proof of approval with bid package. The
Contractors and/or Subcontractors qualified biologist shall conduct a pedestrian terrestrial visual
encounter survey (TVES) within the survey area to document all wildlife species (particularly
special status wildlife (SSW) species encountered and all wildlife habitats within and adjacent to
the survey area.

The habitat assessment shall combine existing data and data gathered during the field survey to
identify habitat communities as well as unique habitats (e.g., rock outcrops, riparian areas, etc.)
within the survey area, describe habitat quality, and determine the likelihood of the survey area
supporting SSW species, migratory birds, or bald or golden eagles, greater sage-grouse, and big
game.

Contractor and/or Subcontractor shall document all wildlife, their sign, and suitable habitat while
walking a meandering transect and scanning out to the edges of the survey area. When wildlife
sign or potential habitat is identified, Contractor shall investigate and record findings. Unique
habitat or landscape features within and immediately adjacent to the survey area shall be
recorded. All SSW and their sign shall be recorded with a GPS unit, consistent with the ORBIC
Animal Survey Form, and photographed with a digital camera. Contractor shall compile a
species list of all wildlife species encountered during the survey.

A list of potentially occurring SSP and SSW species that have the potential to occur within and
immediately adjacent to the Survey Area was developed by IPC and approved by the BLM
(Appendix D). Surveys shall be performed during the appropriate phenological window from
May through July 2020. Contractor’s survey intensities and priorities shall focus on the BLM
target species list (Appendix D). Contractor shall review and familiarize themselves with
specific habitat of the species on the BLM target list. Vehicle access will occur from established
or two-track roads bisecting or adjacent to the ROW corridor.

It is expected that the wildlife habitat assessment will be conducted concurrently with botanical
surveys and will be primarily based on existing habitat; no species-specific surveys will be
conducted. Botanical surveys will focus on areas where sensitive species are likely to occur. It
is expected that the Contractor will record all botanical (including noxious weeds) and wildlife
species encountered in the field. The Contractor shall provide a general vegetation map of the
survey area. The Contractor will also scan outside of the ROW to look for and note potential
raven/raptor nesting opportunities such as cliffs, rock outcrops, or trees. When a nest is located
outside of the ROW, the Contractor shall make an effort to identify the species and if the nest is
occupied.

The Contractor shall inventory the relative abundance and distribution of noxious weeds and
document adjacent land uses that may contribute to introduction, persistence, and spread.

The Contractor shall photograph and digitally record the location of SSP and SSW species and
general habitat communities using a field-grade global positioning system (GPS). Spatial data

shall be submitted to IPC as shapefiles and/or an XML workspace document file within 30 days
of completion of field surveys. Contractor shall use IPC’s data dictionary or schema and custom
IPTM projection when collecting GPS data. IPC shall provide the selected Contractor the data
dictionary prior to field surveys. The data dictionary will include templates for SSP species,
noxious weeds, general habitat communities, and wildlife species. Any GPS data submitted to
the BLM must be converted to meet BLM standards (Appendix C).

Nomenclature will follow that of the BLM land or resource management plan for the area.

Oregon BLM utilizes the Geographic Biotic Observations (GeoBOB) database for survey data
results. Results of the surveys, including the applicable data forms (Appendix C), and GIS files
of any observed SSP/SSW species, shall be provided to IPC for submittal to BLM/ORBIC.

Cultural Resource Survey
The Contractor shall secure a Cultural Resource Use Permit (CRUP) and Field Work
Authorization (FWA) from the BLM. Since portions of the line are in, or near, Oregon
Department of Transportation (ODOT) lands associated with the Interstate or Hwy 30, an ODOT
permit may also be required. IPC conducted a Class I literature review/file search using our
internal files and the Oregon State Historic Preservation Office (SHPO) Oregon Archaeological
Records Remote Access (OARRA) computer program to identify known cultural resources in
and adjacent to the current project boundaries. Copies of site forms and reports gleaned from
these sources will be provided to the Contractor. The Contractor will be responsible for
contacting the BLM and other agencies concerning any additional inventory or site data they
may have that has not been included in the OARRA.

The Contractor shall conduct a pedestrian archaeological inventory of previously un-inventoried
BLM managed lands (there is project overlap with recent inventories for the proposed Boardman
to Hemingway project and two large BLM block inventories) and the portions of survey area
where right-of-entry access was granted utilizing transect widths no greater than 20 meters
(Class III). There are also steep slopes along the project area that may be excluded from
inventory for safety purposes. The purpose of the inventory is to identify, document, and provide
recommendations for site eligibility and effect for all prehistoric and historic cultural resources
identified for compliance with the requirements of Section 106 of the National Historic
Preservation Act. IPC estimates the total area requiring cultural resource inventory to be 61 acres
of BLM managed land and approximately 38-47 acres of the overall 157 acres of private
property, assuming 25-30% of property owners grant access.

Portions of Line 423 were originally built circa 1924; however, IPC is in the process of recording
and evaluating the line as part of an unrelated project. There are, however, other linear resources
along the power line route, including traces of the Oregon Trail, old U.S. 30, the Oregon Short
Line railroad, irrigation ditches, etc. Some of these resources may have already been recorded,
but project effect determinations will still be required. IPC does not anticipate impacts to visual
resources for these sites and other historic resources along the route, since the line has been in
place for nearly a century.

To date, 23 archaeological resources have previously been identified within one-half mile of the
transmission line ROW. Two of these sites are in the ROW, with an additional four sites on
service roads (Appendix E). All of these sites are considered unevaluated. Efforts to avoid
impacts to unevaluated sites will initially be through avoidance; however, there is a high
potential that all the sites cannot be avoided. As such, the Contractor shall include in their budget
estimates on testing for four unevaluated sites and mitigation for two eligible sites. A change
order will be accepted if the number of sites is higher than anticipated.

Paleontological Resource Survey
The Contractor shall inventory known fossil bearing geologic units on BLM managed lands that
have a Potential Fossil Yield Classification of 3 or 4. IPC has determined there are Tertiary age
lake and stream deposits (indicated as Tl or Tst on geologic maps) that are known to include
Clarendonian vertebrate fossils that meet these requirments. IPC has calculated that roughly 8.1
miles (98.2 acres) of transmission line right-of-way and roughly 6.1 miles (37 acres) of service
roads cross this unit. The Contractor may want to double check these estimates before submitting
a bid.

The Contractor shall acquire a paleontological resource use permit (PRUP), conduct a pedestrian
survey on PFYC system Class 4 (high potential) and Class 5 (very high potential) formations
within the survey area, and evaluate possible impacts.

Botanical and Wildlife Technical Report
The Contractor shall prepare a Botanical and Wildlife Technical Report that will include, at a
minimum, the following information and meet BLM requirements (Appendix C):

• Vicinity and project specific maps;
• Methods including names and qualifications of field personnel and time surveys were
conducted and a record of consultation with the BLM;
• List of all botanical and wildlife species observed;
• A qualitative description of the overall plant and wildlife community and adjacent land
uses and describe the habitat quality within the ROW;
• Identification of noxious weed species and relative abundance within the ROW and
adjacent to the ROW;
• Representative photographs of plant communities and any SSP species;
• Identification of big game winter range, sage-grouse habitat (priority habitat management
areas and general habitat management areas) and previously documented LEKS;
• Specific to the wildlife reports, migratory birds, raptors, and eagles that could occur
within the ROW would also be discussed;
• List of potentially occurring SSP/SSW species and the likelihood they would occur
within the ROW (Appendix D); and
• The Contractor will provide GIS data (including metadata) electronically as appropriate.
Contractor shall use IPC’s data dictionary or schema and custom IPTM projection when
collecting GPS data. Any GPS data submitted to the BLM must be converted to meet
BLM standards (Appendix C).

The Contractor shall submit a Table of Contents and report format to IPC for approval prior to
completing the technical report. Contractor shall submit a draft technical report to IPC for review
no later than 30 days after the completion of the field work. IPC will have 2 weeks to review
and comment on the draft report. Following receipt of comments on the draft, Contractor shall
respond to all comments and submit a final technical report to IPC (electronic Word copy via
email or a secure folder FTP site). Contractor shall respond to comments from the BLM on the
final technical report, as requested by IPC. Contractor shall provide to IPC as part of the final
submission a complete copy of the full report in PDF file format as well as an electronic copy on
either a CD or thumb drive.

A Biological Assessment (BA) and Biological Evaluation (BE) will not be required.
However, the EA needs to analyze the potential effects of the project on Federally listed species
under the ESA.

Cultural Resources Report
The Contractor shall prepare a cultural resources inventory report presenting the results of the
Class I literature review, prehistoric and historic contexts, field methods used, results of the
pedestrian survey, evaluation recommendations, reasons for excluding project areas from
inventory (i.e. steep slopes), etc., that conforms to BLM and Oregon SHPO standards. Copies of
the appropriate Oregon Archaeological Site Record and Oregon Inventory of Historic Properties
Section 106 Documentation Forms shall be appended to the report. Properly corrected and
attributed GPS data on area inventoried, site and artifact locations, etc. shall be collected using
IPC data collection schema provided to the Contractor prior to beginning field work.

IPC will take care of report submission to the agencies, and we also require that the report meet
our internal standards. As such, a quick preliminary summary of the results shall be provided to
IPC via either e-mail or telephone call within a week of completion of the field work. A
preliminary draft report shall be completed, with a single copy (either electronic or paper)
provided to IPC for review and comment no later than 30 days after the completion of the
field work. IPC will provide comments on the draft within two weeks of receipt of the draft.
Hard copies of a final draft report, incorporating IPC comments and corrections, shall be
provided to IPC for submission to the BLM and other reviewing agencies. Upon receiving
comments from the BLM and other reviewing agencies, IPC will provide those comments to the
Contractor, who shall make final changes to the report in response to the agency comments. The
Contractor shall provide to IPC five (5) unbound copies of the final report and site forms and one
(1) bound copy with appended site forms. In addition to the printed copies of the report, the
Contractor shall provide to IPC as part of the final submission a CD or thumb drive with the
following digital data: copies of all digital photographs, a photo data sheet keyed to the
photographs, a complete copy of the full report (including site forms) in PDF file format, and a
geodatabase or shapefiles of all GIS data generated in support of the survey following the IPC
GIS data standards that will be provided to the Contractor.

Paleontological Report
The Contractor will prepare a paleontological resources inventory report presenting the results of
a paleontological and geology literature review, field methods used, results of the pedestrian

survey, evaluation recommendations, etc., that conforms to Oregon BLM standards. Copies of
the BLM’s Paleontological Locality Form (PLF) for all identified fossils sites shall be appended
to the report. Properly corrected and attributed GPS data on area inventoried, fossil locations, etc.
shall be collected.

IPC will submit the report to the agencies and shall also require that the report meets our internal
standards. As such, a quick preliminary summary of the results shall be provided to IPC via
either e-mail or telephone call within a week of completion of the field work. A preliminary draft
report shall be completed, with a single copy (either electronic or paper) provided to IPC for
review and comment no later than 30 days after the completion of the field work. IPC will
provide comments on the draft within two weeks of receipt of the draft. Hard copies of a final
draft report, incorporating IPC comments and corrections, shall be provided to IPC for
submission to the BLM and other reviewing agencies. Upon receiving comments from the BLM
and other reviewing agencies, IPC will provide those comments to the Contractor, who shall
make final changes to the report in response to the agency comments. The Contractor shall
provide to IPC three (3) unbound copies of the final report and fossil site forms. In addition to
the printed copies of the report, the Contractor shall provide to IPC as part of the final
submission a CD or thumb drive with the following digital data: copies of all digital
photographs, a photo data sheet keyed to the photographs, a complete copy of the full report
(including PLFs) in PDF file format, and a geodatabase or shapefiles of all GIS data generated in
support of the survey.

NEPA Analysis/Documentation
The Contractor shall prepare a draft and final Environmental Assessment (EA). The EA shall be
prepared in accordance with NEPA; 42 U.S.C. 4321 et seq., 40 CFR 1500–1508 and other
relevant federal and state laws and regulations. The EA shall also conform with the policy
guidance provided in BLM's NEPA Handbook H-1790-1 (BLM 2008); Department of the
Interior National Environmental Policy Act Procedures (Department Manual 516, Environmental
Quality 516 DM 1–7) (USDOI 2005); BLM Guidelines for Assessing and Documenting
Cumulative Impacts [BLM 1994a], and Considering Cumulative Effects under NEPA [CEQ
1997]), and Secretarial Order 3355.

Contractor shall analyze the Proposed Action and the No Action Alternative. The Proposed
Action and the No Action Alternative were considered adequate to meet the “reasonable range”
for NEPA in an EA. Also, these alternatives were the only alternatives considered because
utilizing existing ROWs and existing roads would limit the need for additional clearing and road
construction, result in less impact to undisturbed and recreational land, and would be more
consistent with BLM land management guidelines. IPC shall provide the Contractor with project
specific information and/or data for the preparation of Chapter 1 (Purpose & Need) and Chapter
2 (Description of the Proposed Action and the No Action) of the EA. A list of potential resources
that are present and may be impacted by the Proposed Action was developed in consultation with
the BLM to address and determine the extent of analysis (Appendix F). The Contractor shall use
the baseline studies that are being completed under other sections of this SOW to provide a clear
and concise affected environment chapter for those resources. Contractor shall complete an
effects analysis for those resources determined to be present in the project area. The EA shall

include a complete effects analysis for the resources determined to be present in the project area
and that may be impacted by the Proposed Action (Appendix F) and shall include the direct,
indirect, and cumulative impacts of both the No Action and Proposed Action. Resources present
but not impacted shall have a brief writeup in the EA but shall not require analysis.

A Biological Assessment (BA) and Biological Evaluation (BE) will not be required.
However, the EA needs to analyze the potential effects of the project on Federally listed species
under the ESA.

Contractor shall submit the draft EA to IPC for review and comment no later than 60 days after
the completion of the final technical reports. IPC shall provide comments within two weeks of
receiving the Draft EA. Contractor shall provide IPC a complete copy of the final EA in PDF file
format as well as an electronic copy on either a CD or thumb drive.

GIS/GPS Specification
The Contractor shall use a GPS unit such as a Trimble GeoXT handheld field unit in
combination with a post processing software like TerrSync and Pathfinder Office software to
download and post process the GPS data collected in the field for better accuracy. Contractor
shall use IPC’s data dictionary or schema and custom IPTM projection when collecting GPS
data. IPC shall provide the selected Contractor the data dictionary prior to field surveys. The data
dictionary will include templates for SSP species, noxious weeds, general habitat communities,
and wildlife species. Any GPS data submitted to the BLM must be converted to meet BLM
standards (Appendix C). ArcGIS software will be used to organize, manage, and create maps
depicting the locations of sensitive species and communities observed in the field.

The Contractor is responsible for ensuring that data are backed-up appropriately and kept secure.
In the event that data are lost, the Contractor will be responsible for recollecting the data without
compensation from IPC.

Schedule
The Contractor shall provide a schedule that identifies the key milestones and tasks necessary to
complete this scope of work. At a minimum, the schedule shall include time when field work
will occur (based on potentially occurring species); draft and final technical reports; and time for
IPC review of documents.

Project Progress Reporting
Monthly progress reports shall be prepared by the Contractor and submitted to IPC along with
each monthly invoice. Progress reports shall include tasks completed during the previous month;
tasks anticipated to be completed during the following month; new issues or project risks that
have been identified within the past month; resolution/mitigation measures implemented during
the past month; schedule summary showing the estimated schedule, the actual schedule,
proposed modifications (if any) to discuss with IPC; outstanding issues; and a summary of
communications, contacts, and correspondence.

Project Record

The Contractor shall maintain a project record Which shall include all information and analyses,
reports, GIS shapefiles, maps/figures, communications/correspondence, meeting notes, phone
records, references, and all items related to the preparation of the NEPA document. The project
record shall be organized by topic and include an index. Upon completion and submission of
final EA, Contractor shall provide IPC a copy of the project record.

Assumptions
• The project does not require stream and wetland delineation.
• Other than coordination with BLM, no permits will be required to conduct the
plant/wildlife surveys on BLM managed lands.
• A CRUP/FWA and a PRUP will be required for the cultural/paleontological resource
surveys on BLM managed lands. An Oregon Department of Transportation permit may
be required for conducting surveys within highway ROW. Contractor shall secure all
necessary permits.
• Mitigation may be needed for eligible sites and testing may be needed for unevaluated
sites.
• All work products will be reviewed and approved by IPC prior to submittal to the BLM.
• Public Scoping and interagency consultation to be performed by BLM.
• Final NEPA document shall be Section 508 compliant.
• When developing a schedule, allow IPC a minimum of two weeks to review and
comment on draft documents.

IPC shall evaluate your proposed methods, costs, and schedules. Responding to this request is
not a guarantee of work.

Appendix A

Vicinity & Topographic Map

Appendix B

BLM Approved Botanical Survey Contractors

Appendix C

BLM Botanical Survey Protocol

Appendix D

BLM SSP/SSW Target Species Lists

Appendix E

Cultural Sites Within 1 Mile of Project Area

Appendix F

Resources Considered in the Impact Analysis

Huntington-Quartz 138kV
Transmission Line (Line 423)
Rebuild Project, Baker &
Malheur County, Oregon

Project Work Plan

June 10, 2022

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project i
TABLE OF CONTENTS

1.0 INTRODUCTION ...................................................................................................................... 1 
1.1 PROJECT BACKGROUND .......................................................................................................... 1 
2.0 PURPOSE, NEED, AND OBJECTIVES ............................................................................. 33 
2.1 PURPOSE ................................................................................................................................ 33 
2.2 UNDERLYING NEED ............................................................................................................... 33 
3.0 FACILITY DESIGN FACTORS ............................................................................................ 33 
3.1 FACILITY DESIGN .................................................................................................................. 33 
4.0 RE-CONSTRUCTION OF THE LINE .................................................................................. 55 
4.1 SCHEDULE ................................................................................................................................... 55 
4.2 STRUCTURES ............................................................................................................................... 65 
4.3 CONDUCTORS AND INSULATORS ................................................................................................ 65 
4.4 MINOR ADDITIONAL HARDWARE ............................................................................................... 66 
4.5 LINE CONSTRUCTION .................................................................................................................. 66 
5.0 ENVIRONMENTAL PROTECTION MEASURES ......................................................... 1010 
6.0 STABILIZATION AND REHABILITATION .................................................................... 1110 
7.0 OPERATION AND MAINTENANCE ............................................................................... 1110 
8.0 PLAN ACCEPTANCE ....................................................................................................... 1211 

LIST OF TABLES
Table 1. Design Factors for the Huntington – Quartz Transmission Line Rebuild. .............................. 44 

LIST OF FIGURES
Figure 1. Vicinity & Topographic Map. ............................................................................................ 1312

LIST OF APPENDICES
Appendix A. Environmental Protection Measures. ........................................................................... 1413 
Appendix B. Contact information for key personnel. ....................................................................... 2423 

Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 1
1.0 Introduction
1.1 Project Background
Idaho Power Company (IPC) proposes to rebuild the portion of its 138 kilovolt (kV)
transmission line (Line 423) from Huntington to Quartz (Figure 1). This would involve
replacing the existing wood structures with similar type structures made of hollow tube
steel, replacing the conductor (wire), installing shield wire and optical ground wire.

As part of the project, IPC is requesting to amend the existing right-of-way (ROW) grant
OR-ORE-0-01469 to expand the previously authorized 100-feet-wide ROW at two areas
(structures 308 and 340) where down guy wires and anchors would extend beyond the
existing 100-feet-wide ROW. Additionally, IPC is requesting 50-feet-wide temporary
workspace on each side of the existing ROW proximate to structures 307 and 362/363 for
equipment setup and for pulling and tensioning of the line. The temporary workspace
would facilitate pulling the new wire and allow crews to conduct work within the safety
tolerances set by equipment and line work standards. IPC is also, requesting that the
existing roads that were constructed for and routinely used for access to operate and
maintain the entire line be included in this authorization.

As part of the Bureau of Land Management (BLM) permitting process and to comply
with the National Environmental Policy Act (NEPA) of 1969 and the Council of
Environmental Quality (CEQ) regulations implementing NEPA, IPC is required to
complete an environmental assessment (EA) to identify and analyze potential resource
impacts of the proposed project. Additionally, botanical, wildlife, cultural, and
paleontological resource surveys are required to document existing conditions and to
facilitate/support the NEPA analysis.

The following identified lands represent those portions of Line 423 and associated service
roads, which would be included within the requested BLM ROW Grant amendment:
Willamette Meridian in Baker and Malheur County, Oregon
Huntington to Quartz Portion of Line (Proposed Rebuild)
T. 10 S., R. 41 E.
14 NE1/4 SW1/4

T. 10 S., R. 42 E.
28 NE1/4 SW1/4, W1/2 NW1/4,
34 W1/2 NE1/4, SE1/4 NE1/4, NE1/4 SE1/4,
35 SW1/2 SE1/4, N1/2 SW1/4,

T. 11 S., R. 43 E.
06 SW1/4 SW1/4
07 N1/2 NW1/4, SE1/2 NW1/4, SW1/4 NE1/4, SW1/4 SE1/4
17 SE1/4 NW1/4, SW1/4 SE1/4
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 2
20 E1/2 NE1/4, NW1/4 NE1/4, NE1/4 SE1/4
21 SW1/4 NW1/4

T. 12 S., R. 43 E.
03 SE1/4 SW1/4
10 E1/2 NW1/4, W1/2 NE1/4
13 SW1/4 SW1/4
14 NE1/4 NW1/4
24 NE1/4 SE1/4

T. 12 S., R. 44 E.
29 E 1/2 SW1/4, S1/2 NW1/4, W1/2 SE1/4
32 NW1/4 NE ¼, NE1/4 NW1/4

T. 13 S., R. 44 E.
04 NW1/4 NW1/4
09 NE1/4 NW1/421 W1/2 NE1/4, SW1/4 NW1/4, NE1/4 SW1/4, NW1/4 SE 1/4

T. 14 S., R. 44 E.
11 W1/2 SE1/4

Ontario to Huntington Portion of Line (Authorize Service Roads)
T. 14 S., R. 45 E.
19 SW1/4 NE1/4, NW1/4 SE1/4

T. 15 S., R. 45 E.
09 SE1/4 SE1/4
10 SW1/4 SW1/4
15 NW1/4, NE1/4 SW1/4, E1/2 SW1/4
16 NE1/4 NE1/4
22 W1/2 NE1/4

T. 15 S., R. 45 E.
24 E1/2 NW1/4, W1/2 NE1/4, SE1/4 SE1/4

T. 15 S., R. 46 E.
18 S1/2 SE1/4, NE1/4 SE1/4
19 S1/2 NW1/4, NE1/4 NW1/4
21 SE1/4 SE1/4
26 S1/2 SW1/4
27 W1/2 NW1/4, SE1/4 NW1/4, NE1/4 SW1/4, N1/2 SE1/4, SE1/4 SE1/4
28 NE1/4 NE1/4
35 NE1/4 NW1/4, N1/2 NE1/4

T. 16 S., R. 47 E.
18 NE1/4 NE1/4
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 3
2.0 Purpose, Need, and Objectives
2.1 Purpose
This Project Work Plan has been prepared to provide the BLM – Vale District, Baker
Field Office specific information on the proposed rebuild. In addition to providing details
on the proposed maintenance activities, the Project Work Plan also is intended to ensure
that:
 The project is completed as approved;
 Impacts to the environment are avoided, where practicable, and/or minimized;
 The project complies with applicable state and federal laws and policies.

In addition to this Project Work Plan, a Plan of Development (POD) was submitted to the
BLM in 2007. The POD describes operation, and maintenance (O&M) activities
associated with the line.
2.2 Underlying Need
IPC has been conducting maintenance on this line for the past several years to maintain
reliability standards and to ensure adequate power supply to area residents and businesses
(e.g., Ash Grove Cement Company). However, the line continues to experience outages
and the area continues to experience low electrical reliability. Continuing to implement
routine maintenance activities would not address reliability and power supply issues.
These local power outages adversely affect residents and businesses that rely on a steady
source of power. To resolve these issues and ensure electrical reliability, it is necessary
for IPC to rebuild this line. It is also necessary to authorize the existing road network that
provides access into and along the transmission line ROW. Access to the line is a key
component of the authorization because IPC would need to access each structure location
by vehicle during construction and future O&M activities.

3.0 Facility Design Factors
3.1 Facility Design
The design, construction, O&M of the project will meet or exceed the requirements of the
National Electrical Safety Code (NESC), U.S. Department of Labor Occupational Safety
and Health Standards, and IPC’s requirements for safety and protection of landowners
and their property.

The proposed project has also been designed and will be constructed in compliance with
Avian Power Line Interaction Committee (APLIC) standards and IPC’s Avian Protection
Plan to reduce impacts to avian species. Construction and future O&M activities will be
conducted in a manner so as not to result in a take of migratory birds as defined by the
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 4
Migratory Bird Treaty Act (MBTA) of 1918 (16 U.S.C. § 703 et seq. (2012) as amended.

The Environmental Protection Agency (EPA) regulates construction stormwater
discharge under a Construction General Permit and requires erosion and sediment control
measures if a project disturbs one acre or more or if a surface water is located within 50
feet of the project area. IPC will prepare and implement a construction storm water
pollution prevention plan (SWPPP) in compliance with National Pollutant Discharge
Elimination System (NPDES) requirements to minimize impacts from erosion and
sediment migration.

Design component and information are summarized in Table 1.

Table 1. Design Factors for the Huntington – Quartz Transmission Line Rebuild.
Design Factor Specification
Line length Total Length: Approximately 40.3 miles
BLM Managed Lands: Approximately 7.1 miles
Private Lands: Approximately 33.2
Structure Type Single hollow tube steel poles directly embedded in the
ground.

20 structures would require installation of 94 guy-wires to
provide structural stability
Structure height Typically, 60 to 80 feet tall
Structure base diameter Range from 21 inches to 28 inches.
Pole excavation depth 10 percent of pole height plus 2 feet for direct embedded.
Pole excavation area Excavation via backhoe: 10’x10’
Excavation via auger: 6 feet in diameter
Guy anchor excavation area Up to an approximately 4-foot area (depending on anchor
type).
Span length Ranges from 200-1800 feet depending terrain
Voltage 138 kV
Conductor 715 Aluminum Conductor Steel Reinforced (ACSR)
BLM ROW width Transmission Line: 100-feet-wide permanent ROW.

Additional 50-foot-radius around structures 308 and 340,
where down guy wires and anchors extend beyond the
existing 100-feet-wide permanent ROW.

50-feet-wide temporary workspace on each side of the
existing 100-feet-wide permanent ROW at structures 307
and 362/363. The temporary workspace would facilitate
pulling the new wire and allow crews to conduct work within
the safety tolerances set by equipment and line work
standards.

Service Roads: 14-foot wide ROW for the
existing/proposed roads outside of the transmission line
corridor ROW.
Access Utilize existing road networks along the project corridor to
the maximum extent possible. However, because access
will be needed to each structure location by vehicle during
construction and future O&M activities, existing service
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 5
roads may need to be repaired, maintained, and created.
These roads would be short lateral spur roads off the
existing access roads.
Avian Protection The project has been designed and will be
constructed in compliance with the Avian Power
Line Interaction Committee (APLIC) standards and
IPC’s Avian Protection Policy.

If project activities occur during the MBTA nesting
season, February 1 through July 31, a survey will
be performed (by IPC) to determine
presence/absence of active nests. If nests are
found, project activities may need to be delayed
(See Appendix A, TableA2).

Greater Sage-
Grouse (GRSG)
Protection
The portion of the project on federally managed public
lands and with GRSG habitat will be constructed in
compliance with the 2015 Oregon Greater Sage-Grouse
Approved Resource Management Plan Amendment
(ARMPA).

Anti-nesting devices will be installed on 109 structures
(strs. 401-509) within greater sage-grouse habitat to reduce
raptor/raven predation on nesting greater sage-grouse.
Anti-strike devices (i.e., flight diverters) and guy guards will
be installed to all guy wires on structures 424, 427, 428,
441, 444, 445, 446, 452, 487, 488.

4.0 Re-Construction of the Line
Re-construction of the line will likely follow the sequence of: 1) survey efforts; 2) service
road maintenance/construction; 3) work area preparation; 4) structure hole excavation; 5)
structure erection and installation; 6) conductor installation; 7) removal of old structures,
hardware, and existing line; and 8) site clean-up and reclamation. This will likely require
several crews and various types of equipment (e.g., line bed trucks, track driven
machines, bulldozers, back hoes, pneumatic rock drills, and/or power auger equipment,
cranes, bucket trucks, aerial man lifts, wire reel trailers, pulling/tensioning equipment,
helicopter, pickup trucks, ATV/UTV, chainsaws etc.) operating at the same time at
different locations. Various phases of construction may occur at different locations
throughout the construction process.
4.1 Schedule
The project is tentatively scheduled for July through December of 2023. The portions of
the project on federally managed public lands will commence following authorization of
the BLM ROW Grant. IPC and/or its contractors will follow the environmental protection
measures (EPMs) described in Appendix A to minimize potential adverse impacts to the
environment and sensitive resources.
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 6
4.2 Structures
Existing wood structures would be replaced with similar type structures made of hollow
tube steel directly embedded in the ground immediately adjacent to the existing structures
(existing footprint-of-disturbance) as practical to minimize new ground disturbance. The
pole diameters and heights of structures (see Table 1) would vary depending on the
electrical clearances required. Guy wires would be attached to some structures to provide
structural stability as necessary. These wires would consist of 3/8-1/2-inch diameter extra
high strength (EHS) steel cables and would be secured to the ground with anchor plates.
Additionally, new conductor (wire), shield wire, and optical ground wire would be
installed. The new structures would be built to raptor-safe standards specified in the
Avian Power Line Interactive Committee (APLIC), 2006 Suggested Practices for Avian
Protection on Power Lines and in accordance with IPC's Avian Protection Policy.

The project would also be constructed in compliance with the 2015 Oregon Greater Sage-
Grouse Approved Resource Management Plan Amendment (ARMPA). Construction
activities within 1-mile of greater sage-grouse leks shall be restricted during the leking
season (March 1 through June 30) from 1 hour after sunset to 2 hours after sunrise. Anti-
nesting devices will be installed on 109 structures (strs. 401-509) within greater sage-
grouse habitat to reduce raptor/raven predation on nesting greater sage-grouse. Anti-
strike devices (i.e., flight diverters) and guy guards will be installed to all guy wires on
structures 424, 427, 428, 441, 444, 445, 446, 452, 487, 488.
4.3 Conductors and Insulators
Conductor phase to phase and phase to ground clearance parameters are determined in
accordance with the NESC ANSI C2, produced by the American National Standards
Institute (ANSI). This code provides the basic clearances between the conductors and
ground, roads, railroad tracks, vegetation, buildings, signs, and crossing points of other
lines.
4.4 Minor Additional Hardware
In addition to the conductors and insulators, other associated hardware will be installed
on the structures as part of the insulator assembly to support the conductors. This
includes clamps, shackles, links, plates, and various other pieces. A grounding system
that will consist of copper or galvanized ground rods may be embedded into the ground at
the base of each structure and connected to the structure by a buried copper lead.
4.5 Line Construction
IPC and/or its contractor will conduct all activities associated with the re-construction of
the line in compliance with the BLM ROW Grant and in strict conformity with this Plan.
IPC and/or its contractors will follow the environmental protection measures (EPMs)
described in Appendix A.

Temporary construction yards will be located on private lands; specific location(s) have
not yet been determined. The yards will serve as field offices, reporting locations for
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 7
workers, parking space for vehicles and equipment, and sites for temporarily marshalling
of construction materials. At the completion of construction, the construction contractor
would restore the staging areas to the preconstruction condition.

Surveying
Construction survey work for the proposed project may consist of determining specific
pole locations, ROW boundaries, work area boundaries, pulling and tensioning sites, and
service roads to work areas. Preliminary locations of the structures, work areas, and
service roads have been identified. Locations where the line changes angles or the ROW
is not clear may be marked with painted lath stakes or flags, as needed, to keep the
contractor within the ROW. Marking will be maintained until final cleanup and/or
reclamation is completed, after which markers will be removed and recycled or disposed
of at a State approved landfill.

Site Access and Road Maintenance
In addition to the line work detailed above, the existing service road network used to
access these structures may require maintenance/improvements to allow construction
equipment safe access into the power line corridor. While the existing road network
proximate to the transmission line ROW would be used to the maximum extent possible,
new service roads would need to be created to reach structure locations without current
access. IPC would be responsible for maintenance of these service roads. Additionally,
overland service routes would be required from the existing access road to reach structure
locations without current access. These overland service routes would not require blade
work (i.e., recontouring). A 14-foot wide ROW is being requested for the
existing/proposed roads outside of the distribution line corridor ROW to accommodate
construction and maintenance equipment.
To accommodate the line work, road construction/maintenance would need to begin a
few weeks before the proposed line work. Maintenance requirements would vary
depending on the type of road, level of use, and condition of the road. However,
maintenance generally would consist of clearing vegetation and rocks, as well as
repairing cut and fill slope failures, as necessary, to allow for a 10- to 12-foot-wide road
surface. In most cases, the roads would be left as close to an undeveloped nature (i.e.,
two-track road) as possible without creating environmental degradation (e.g., erosion or
rutting from poor water drainage). Equipment to perform the required road maintenance
would include hand tools (e.g., chainsaws, etc.), track driven machines (bulldozers and
graders) and crew-haul vehicles (e.g., 4-wheel drive pickup and/or ATV and UTVs).
Roads would be opened/cleared for use by trucks transporting materials, excavators, drill
rigs, bucket trucks, pickup trucks, and crew-haul vehicles. Specific actions, such as
installing water bars and dips to control erosion and storm water, would be implemented
to reduce construction impacts and would follow standard designs. If project activities
disturb one or more acres, IPC would comply with Oregon Department of Environmental
Quality (DEQ) construction stormwater regulations.

Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 8
Work Area Preparation
The Project would require construction of 15 new work pads and repair/regrade of 6 existing
work pads to allow for safe setup of equipment and construction of the transmission line.
The area needed at each structure would vary depending on contours and construction
equipment. Work pads could range in size from approximately 20 feet by 40 feet to
approximately 100 feet by 100 feet. Equipment to clear the work areas would include a
small dozer, backhoe, and excavator, depending on the specific location. New structures
would be assembled at the proposed structure location. The existing structures would
either be removed or cut off near ground level and associated hardware would be
removed. All material would be salvaged or removed to a state approved landfill.

Setting Structures
Excavations for the structures would be done with a backhoe, pneumatic rock drills,
and/or power auger equipment. The structure holes would be approximately 8 to 12 feet
deep depending on soil, structure height and loading. Where the soil permits, a vehicle-
mounted power auger would be used. Soil removed from holes would be stockpiled in the
work area and used to backfill holes. The area of disturbance would be up to a maximum
of 10-feet by 10-feet around each pole, if excavated with a backhoe. The area of
disturbance would be approximately 6 feet in diameter if the pole hole is augered.
Structure holes that would be left open or unguarded overnight or for more than a day
would be covered and/or fenced where practical to protect the public, livestock, and
wildlife. The new structures would be consistent with raptor-safe standards specified in
the APLIC, 2006 Suggested Practices for Avian Protection on Power Lines and in
accordance with IPC's Avian Protection Policy. New structures would be assembled at
the structure location and then hoisted into place. All remaining soil not needed for
backfilling would be spread in the work area. If native soil is not suitable for backfill,
clean, noxious weed free soil would be imported to backfill holes. Erosion control
devices would be implemented as needed. Disturbed sites would be reseeded with the
exception of a 15-feet radius area around each structure which would be kept clear of
vegetation as a protective measure to reduce fuel load and to protect the structures from
wildfires.

Potential for Blasting
If rocky areas are encountered during excavation of structure holes, pneumatic rock drills
and/or blasting may be necessary. If blasting is necessary, appropriate safety guidelines
will be followed, as required by state and federal regulations relating to blasting
operations. It is not known in advance of construction if or how often blasting will have
to be used.

The most important factors that determine whether blasting is necessary are the geology
of the area and the hardness of the rock. If blasting is required for any portion of this
project, IPC shall employ controlled blasting procedures to maintain air blast,
overpressure, and peak particle velocity (PPV) of ground vibrations, and to minimize
stressing and fracturing of the rock beyond the limits of excavation. Implementing
controlled blasting limits the physical breaking or cracking of the rock to a localized area
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 9
around each blast hole and is not expected to extend PPV beyond the site boundary (blast
location). This disturbance usually only occurs within a few meters of the blast hole.
Holes are drilled in the rock with pneumatic drills to allow insertion of an explosive
charge. Holes are drilled in a pre-determined pattern to control the blast and fly-rock as
appropriate. Explosive charges are then "decked" within the bore hole. In this procedure,
multiple charges are included in one hole separated by a non-explosive material. A longer
delay is used for the lower charge than for the upper charge, causing the upper charge to
detonate first, followed by the lower charges. In effect, decking produces results similar
to time delays. As a result, overpressure levels are lower than if multiple charges were
combined as a single shot.

When controlled blasting methods are used to excavate structure locations, the drilling
and blasting work is much more technical than imagined by casual observers. The blasts
are barely audible “whumps” to audible “booms”. Moreover, the scale of blasting and
size of charges are much smaller than those typically used in production mining. It is
estimated that the charge would be no smaller than .25-pound delay and no larger than 1
pound per delay with a time between delays no faster than 25 milliseconds (ms), and as
slow as 300 ms.

Another consideration of the shock wave generated during a controlled blast is the
direction of the explosive's detonation. When the first (upper) explosive detonates within
the borehole it causes the rock in the immediate vicinity to crack or distort thus allowing
for the shockwave and pressure of the next detonation to be release upward. As the series
of detonations continue down the boring the pressure continues to propagate up the
explosive column toward the surface. Less shock energy is transmitted radially and only a
small percentage of shock disturbance emanates opposite the detonation direction.
However, as with any blasting technique, there is always some energy left over and this is
converted into vibration that travels away from the blast area through both the ground and
air. Outside the immediate vicinity of the blast site permanent deformation does not
occur. Moreover, as the vibration travels away from the blast area the level rapidly
reduces. Controlled blasting typically does not generate ground vibrations that are
perceptible beyond, at most, a few meters from the blast location.

Conductor Installation
Once the structures are erected, the conductor will be strung using either a helicopter or
powered pulling equipment. A pilot line will be pulled (strung) from pole to pole and
threaded through stringing sheaves on each pole. A larger diameter, stronger line will
then be attached to the pilot line and strung. This is called the pulling line. This process is
repeated until conductor is pulled through all sheaves.

Conductor splicing will be required at the end of a conductor spool or if a conductor is
damaged during stringing. The work will occur in the same work areas used for the poles
or pulling/tensioning sites.

Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 10
Pulling and Tensioning Locations
Pulling and tensioning sites for the conductor are required approximately every four
miles and at angle structures (e.g., corner and dead-end structures). Pulling/tensioning
sites would range in size of approximately 100 feet by 300 feet to approximately 200 feet
by 400 feet depending on terrain to allow for safe set up and operation of equipment. It is
anticipated that pulling and tensioning equipment could set up without grading or
clearing vegetation. However, set up of equipment would result in trampling and crushing
of vegetation. After construction, the areas would be reseeded (as appropriate).

Helicopter Use
A helicopter(s) may likely be used to facilitate reconstruction of the line. This may
include transporting crew, tools, equipment, material and removing/setting structures.
Helicopter use may be seasonally restricted if sensitive wildlife species (e.g., migratory
birds [raptors], GRSG, wintering big game) are present to minimize disturbances and
disruptive activities and protect these species during their respective breeding/nesting
seasons or during critical seasonal timeframes. IPC and/or the pilot will work with the
BLM to ensure that the appropriate notifications are made to coordinate the air space with
other possible aircraft in the area and seasonal/timing restrictions are met.

Traffic Control and Road Restrictions
Project activities will require set up and operation of equipment within and along portions
of US Highway 30 and Interstate 84. As such, appropriate traffic control and/or road
restrictions will be implemented to ensure public safety during construction. Traffic
control may include signage/cones, flaggers, and/or restriction of traffic to one lane, as
well as limited road closures. Project activities will be coordinated with the Oregon
Department of Transportation. Prior notice will be given for any extended delay or road
blockage. The closures will only be for the time needed to perform the construction tasks
requiring the road restrictions. The road restrictions will be managed according to the
Manual of Uniform Traffic Control Devices.

Construction Waste Disposal and Cleanup
The Project area will be kept in an orderly condition throughout the construction period.
Refuse and trash will be removed from the project area and disposed in an approved
manner. Oils or chemicals will be containerized and disposed in an approved and licensed
facility for disposal. Construction practices shall comply with all applicable federal, state,
and local laws and regulations concerning the use, storage, transportation and disposal of
hazardous materials. No open burning of construction trash will occur without BLM
approval.
5.0 Environmental Protection Measures
Project activities on BLM managed lands will conform to the EPMs in the POD
(Appendix A) to ensure that activities minimize impacts to the environment.
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Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 11
6.0 Stabilization and Rehabilitation
To minimize possible impacts to natural resources, reduce erosion and sedimentation, and
minimize noxious weeds, IPC and/or its contractor will re-contour (where necessary) and
seed (as appropriate) areas measurably affected by ground-disturbing construction
activities. Restoration efforts will follow the specifications outlined in the POD. The
primary goal is to restore temporarily disturbed areas to blend with the surrounding
landscape to the extent practical and to reestablish existing drainage patterns. In some
cases, reclamation methods may not be necessary, given the limited amount of soil
compaction and vegetation destruction.

7.0 Operation and Maintenance
Future O&M activities and emergency repairs shall be conducted in accordance with the
POD and the terms and conditions of the BLM ROW grant.
Project Work Plan Idaho Power Company

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 12
8.0 Plan Acceptance
The following authorized representatives of IPC and the BLM hereby accept this Project
Work Plan.

Idaho Power Company

By:
__________________________________
Tom Barber
Engineering & Construction Project Manager
Date: _________________________
BLM-Vale District, Baker Field Office

By:
__________________________________
Joe Aragon
Field Manager
Date: _________________________

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 13
Figure 1. Vicinity & Topographic Map.

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 14
Appendix 1A. Environmental Protection Measures.
IPC and its contractors will follow the environmental protection measures (EPMs) to
minimize potential adverse impacts to the environment and sensitive resources.

Approved Work Area and Site Access
All construction activities will occur within IPC’s ROW. Projects that extend outside the
permitted ROW and are on BLM land are not regulated under this Plan without the
concurrence of the BLM.
Environmental protection measures include:
WA-1. Crews accessing work areas and structures will use overland routes where
practicable and safe; large rocks may be moved, and vegetation removed within
these areas to facilitate vehicle access.
WA-2. Work will be temporarily halted where wet conditions cause excessive rutting (>5
inches deep) of roads and/or work areas.
WA-3. All waste products and food garbage from construction sites will be deposited in a
covered waste receptacle and removed daily. Garbage will be hauled to a suitable
disposal facility.
WA-4. Ground disturbance is limited to that necessary to safely and efficiently install the
proposed facilities and maintain existing facilities.
WA-5. Existing improvements (e.g., fences, gates) will be repaired or replaced to their
condition prior to disturbance if they are damaged or destroyed by construction
activities, as agreed to by the parties involved.
WA-6. Hazardous materials will not be drained onto the ground or into streams or
drainage areas and will be stored in accordance with all applicable federal and
state requirements.
WA-7. If blasting is necessary, appropriate safety guidelines will be followed, as required
by state and federal regulations relating to blasting operations.
WA-8. State and federal fire protection measures will be followed as required.
WA-9. Appropriate traffic control measures will be used to ensure public safety during
construction. Prior notice will be given for any extended delays or road blockage.
WA-10. No routine vehicle maintenance shall be conducted within the ROW.
Appropriate best management practices (e.g., drip pan) will be used if emergency
vehicle maintenance within the ROW is necessary.
Road Maintenance Standards
Roads within the transmission-line ROW will be inspected periodically. Maintenance
requirements will vary depending on the type of road, level of use, and condition of the
road. Typically, maintenance will be conducted when road conditions threaten resource
values, public safety, or impede access for transmission line maintenance personnel.

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 15
All roads within the transmission-line ROW will be maintained in accordance with IPC
requirements for transmission line service roads. In the event of a conflict between IPC
requirements and the requirements of the BLM, the requirements of BLM will take
precedence. To limit new or improved accessibility into the area, all new service roads
that were neither desired nor required for maintenance will be closed using the most
effective and least environmentally damaging methods appropriate to that area, with
concurrence of the Authorized Officer.
RD-1. All existing roads will be left as close to an undeveloped nature (i.e., two-track
road) as possible without creating environmental degradation (e.g., erosion or
rutting from poor water drainage) or unsafe conditions.
RD-2. Where appropriate, roads will be maintained to have crossroad drainage in order
to minimize the amount of channeling or ditches needed. Water bars will be
installed at all alignment changes (curves), significant grade changes, and as
requested by the Authorized Officer.
RD-3. All existing road drainage structures will be maintained or repaired by IPC during
construction and future O&M activities.
Vegetation Management
Vegetation can interfere with the flow of electrical power, pose safety problems, and
interfere with O&M activities. Maintaining adequate clearance between vegetation and
conductors is essential to safe and reliable operations. Minimum clearance standards must
meet the NESC. The ROW is primarily is dominated by shrub-steppe vegetation
communities, which are relatively low growing. IPC anticipates no to very little
vegetation management of tall growing plants.
Noxious Weed Control
The focus of IPC’s noxious weed control efforts will be to prevent the spread of new or
existing infestations resulting from IPC’s activities on BLM managed lands. Equipment
and supplies necessary for project activities, and the activities themselves, are possible
agents for the spread of noxious weeds. Concern has risen primarily with the
transportation of noxious weeds from infested areas to areas free of weeds. Maintenance
vehicles can potentially carry weeds into, as well as out of, the project area. The risk of
establishing a weed community increases with ground disturbing activities. To decrease
the potential for the introduction or spread of undesirable vegetation, the following
environmental protection measures will be followed during construction:
NW-1. Personal vehicles, sanitary facilities, and work areas will be confined to areas
specified in the POD. For construction, maintenance equipment, materials, and
vehicles will be stored at the sites where activities will occur or at specified
maintenance yards.
NW-2. The responsible party will clean all equipment that may operate off-road or
disturb the ground before beginning construction activities within the project area.
This process will clean tracks and other parts of the equipment that could trap soil
and debris and will reduce the potential for introduction or spread of undesirable
exotic vegetation. Preferably, the cleaning will occur at an IPC operation center,

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 16
commercial car wash, or similar facility. Vehicles traveling only on established
roads are not required to be cleaned.
NW-3. After surface disturbing activities, IPC will ensure that equipment is cleaned of all
vegetation prior to leaving public lands in areas that are known by the Authorized
Officer to be infested with noxious weeds.
NW-4. IPC will prepare a revegetation plan in consultation with the BLM when
necessary. The plan will specify appropriate revegetation timing, techniques, and
seed mix(es). Adherence to this plan will also help limit the spread and
establishment of noxious weeds. Certified “noxious weed-free” seed must be used
on all areas to be restored. Other construction material, such as fill, shall also be
free of noxious weed seed.
NW-5. Herbicides used will comply with the applicable federal and state laws and
product labels. Prior to the use of herbicides, other than those for fuel reduction
purposes, IPC will obtain verbal or written approval from the Authorized Officer
of a plan describing the type and quantity of material to be used, weed(s) to be
controlled, method of application, location of storage and disposal of containers,
and any information deemed necessary by the Authorized Officer. Emergency use
of herbicides shall be approved verbally or in writing by the Authorized Officer
prior to such use. Following applications of pesticides, IPC will submit a BLM
Pesticide Application Report to the Authorized Officer.
Restoration and Revegetation
IPC is responsible for repairing measurable damage to resources and roads resulting from
construction activities. Any measurable damage must be repaired as soon as weather,
ground, and scheduling conditions permit. Erosion and sedimentation will be controlled
where necessary with the use of appropriate best management practices (BMPs) (e.g.,
straw wattles, mulch, gravel bags). Disturbed areas will also be revegetated as a long-
term BMP. In some cases, reclamation methods may not be necessary, given the limited
amount of soil compaction and vegetation disturbance. However, the BLM will decide
the degree of reclamation needed for each project. During routine patrols, IPC will
monitor roads for adequate vegetation cover of desired plant species.
IPC will follow the specifications outlined in this section when it revegetates roads. If
IPC no longer requires a permanent road for patrolling and maintenance, the service road
will be abandoned, revegetated, and stabilized by erosion control methods, if necessary.
IPC will provide the seed used for any restoration and revegetation project. In general,
the seed mix shown in Table A1 will be used; however, changes in the mix for specific
locations may be determined in consultation with the BLM. In disturbed shrubland areas
where vehicle access is no longer required, sagebrush should be a part of the seed
mixture. Seed used must meet all the requirements of the Federal Seed Act and applicable
Oregon state laws about seeds and noxious weeds. Only seed certified as “noxious weed-
free” will be used. If requested, IPC must provide the BLM with evidence of seed
certification. In addition, the seed must be appropriate to the geographic and elevation
characteristics of the area to be seeded. Proposed seed mix and concentrations are
outlined in Table A1. The seed mix should have a minimum purity of 98.0% and a

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 17
maximum weed content of 0.0%. The actual seed mix applied may depend on the
availability of seed. The Authorized Officer will approve the final seed mix and any
changes to the seed mix.
Table A1. Proposed Seed Mix for Disturbed Areas.
Seed Species Pure Live Seed lbs/acre
Bluebunch wheatgrass (Pseudoroegneria spicata”Secar” variety) 8.5
Blue wildrye (Elymus glaucus) 4.0
Bottlebrush squirreltail (Sitanion hystrix) 4.0
Sandberg’s bluegrass (Poa secunda) 2.0
Western yarrow (Achillea millefolium) 1.0
Lewis flax (Linum lewisii) 0.5
Total 20.0

IPC, or its designated contractor, will seed an area after construction activities are
completed. The seed will be applied during the optimal period following the completion
of construction. The best time to seed is in the fall (September to November). If fall
seeding cannot be done, spring seeding should take place in February or March, as
conditions dictate. The seed mix will be placed and broadcast on the disturbed area after
seedbed preparations are complete. Excess soil remaining from holes excavated for
replacement poles will be spread evenly within the ROW. After broadcasting on BLM
lands, the seed will be lightly harrowed or raked into the ground. Seeding will not take
place when wind velocities exceed that which would allow a uniform application of the
seed mix. The Authorized Officer may review and approve the results of the seedbed
preparations prior to the seed application, if desired.
As necessary, IPC will consult with BLM on the need for protective measures to improve
the chance of seeding success (e.g. protection from grazing in livestock concentration
areas). If the seed does not germinate and establish to an agreed upon level of vegetation
cover after three growing seasons, IPC will do a one-time reseeding during a time period
acceptable to the BLM.
Protection Measures for Waters of the U.S.
Waters of the U.S., regardless of whether flowing water is present, are important because
they provide habitat for a variety of wildlife and plant species. IPC will exercise care to
ensure protection of all aquatic, riparian, and wetland habitat on BLM land. If woody
riparian vegetation needs to be managed, hand crews will be used to clear the minimum
area necessary to safely conduct project activities. Herbaceous plants and low-growing
shrubs will be left in place where practicable and feasible. IPC will implement applicable
protective measures in accordance with Oregon Department of Environmental Quality
(ODEQ) requirements.
Protection Measures for Threatened, Endangered, and Sensitive Plant Species
IPC will implement the following environmental protection measures to protect sensitive

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 18
plant populations during construction activities:
SP-1. Prior to construction, all supervisory personnel will be instructed on the protection
of natural resources, including sensitive plant species and habitats. The
construction contract will address (a) federal and state laws regarding plants; (b)
the importance of these resources; (c) the purpose and necessity of protecting
them; and (d) methods for protecting sensitive resources.
SP-2. Sensitive plant populations that occur within the ROW and work areas will be
marked on the ground, where practical, to ensure that the species are avoided. If
species are discovered during the work, IPC will establish a spatial buffer zone
and immediately contact the BLM. The Authorized Officer may evaluate the
adequacy of the buffer on a case-by-case basis. Until the BLM authorizes IPC to
proceed, either orally or in writing, all activities will cease within the buffer zone.
After the project is complete or no longer poses a threat to the plant population,
the marking (stakes) will promptly be removed to protect the site’s significance
and location from unwanted attention.
SP-3. Sensitive plant populations near the ROW, but not within work areas, will be
protected by marking the edges of the ROW and service roads in the general
vicinity to ensure that workers do not leave those areas. If the plants are within
work areas that have, or will have, ground disturbance, IPC will establish a
species appropriate buffer zone around the population. Marking will be
immediately removed at the end of construction activities within that area. As
needed, marking will be reinstated during the land rehabilitation period.
SP-4. For sensitive resource issues where marking is not appropriate, work in
designated areas will be modified or curtailed during critical periods. The
Authorized Officer, in advance of construction or maintenance, will approve
sensitive areas and time frames. Emergency repair situations are excluded from
this restriction.
SP-5. Contractors will be provided with maps showing avoidance areas; these will
include established work zones as well as ROW areas where overland travel
should be avoided.
SP-6. In the event any sensitive plants require relocation, permission will be obtained
from BLM. If avoidance or relocation is not practical, the topsoil surrounding the
plants will be salvaged, stored separately from subsoil and respread during the
restoration process.
Protection Measures for Wildlife Species
IPC maintains a spatial database of known TES wildlife locations near service roads and
transmission line ROW. If any TES wildlife species are found to occur near planned
construction activities, IPC will follow the same project-level protocol as that for TES
plants. Marking sites may not be practical for all species.
There are various nesting and rooting opportunities (e.g., cliff/rock outcrops, trees, and
power poles) along and immediately adjacent to the transmission line ROW corridor.
Spatial and temporal management zones or buffers for nests and roosting sites can protect

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 19
raptors from being disturbed during construction activities. Any restrictions during
construction should consider the location, type, and duration of the activity. Table A2
includes suggested periods during which construction activities should be reviewed and
may be restricted, depending on their potential to disturb nesting and roosting raptors. In
general, IPC’s Environmental Affairs Department will review all construction activities
within 400 meters of a raptor nest before the work can begin. In addition, the BLM may
provide IPC with data on the locations of nesting sites in the vicinity of the transmission
line ROW. IPC will ensure that all employees and contractors are aware of any work
restrictions related.
Table A2. Time periods during which construction activities will be reviewed and may be
restricted within 400 meters of raptor nesting or roosting areas.
Raptor Species Life Stage Time Period
Bald eagle Nesting March 1–July 31
Bald eagle Winter roost November 1–March 15
Golden eagle Nesting March 1–June 30
Osprey Nesting April 1–July 31
Ferruginous Hawk Nesting March 15–June 30
Swainson Hawk Nesting April 15–July 30
Red-tailed hawk Nesting March 1–June 30
Western burrowing owl Nesting March 15–June 30

The project should not pose an electrocution or collision risk to bald eagle or other
raptors. Raptors have excellent vision, and thus collisions with transmission lines are very
rare. Electrocution is not a risk with the raptors for lines greater than 69 kV due to
conductor and groundwire spacing. The project line is 138 kV. IPC does have an avian
protection plan and if an electrocution or collision event occurs, that event will be
evaluated and line retrofits will be made as appropriate.
Nesting, roosting, and perching birds, especially osprey (Pandion haliaetus), can cause
power outages if their feces or nesting materials interfere with conductors, insulators, or
air gaps. IPC, in consultation with the FWS, will manage nesting on transmission line
structures to reduce conflicts. Such management may include relocating nests, modifying
structures, and providing nesting platforms. IPC will consult with the FWS and ODFW
when a problem nest is located on BLM lands.
If sensitive wildlife species are found to occur within the ROW during the life of the
grant, IPC will implement the following environmental protection measures:
SW-1. Prior to construction, all supervisory personnel will be instructed on the protection
of natural resources. To assist in this effort, the construction contract will address:
(a) federal and state laws regarding plants and wildlife; (b) the importance of
these resources and the purpose and necessity of protecting them; and (c) methods
for protecting sensitive resources (e.g., Endangered Species Act, Migratory Bird

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 20
Treaty Act, Bald and Golden Eagle Protection Act, and BLM wildlife policy).
SW-2. If sensitive wildlife species are discovered during construction, and the animals
are not directly within ground disturbance areas, they will be protected by
marking the edges of the ROW and service roads in the general vicinity to ensure
that workers do not leave those areas. If the animals are within work areas that
have or will have ground disturbance, IPC will establish a species and temporal
appropriate buffer zone and then will contact BLM immediately. The Authorized
Officer may evaluate the adequacy of the buffer on a case-by-case basis. Until
BLM authorizes IPC to proceed, either orally or in writing, all activities must
cease within the buffer zone. After the project is completed or no longer poses a
threat to the species, the marking (stakes) will promptly be removed to protect the
site’s significance and location from unwanted attention. As needed, marking will
be reinstated during the land rehabilitation period.
SW-3. For sensitive resource issues where marking is not appropriate, work in
designated areas will be modified or curtailed during critical periods. The
Authorized Officer, in advance of construction, will approve sensitive areas and
time frames.
SW-4. If sensitive wildlife species are killed or injured due to construction activities, the
local Oregon Fish and Wildlife conservation officer and Authorized Officer will
be notified.
SW-5. The Construction Manager must ensure all construction workers are
knowledgeable of the legal harvest seasons, methods of take, and bag limits for
deer, elk, pronghorn, upland game birds, and cottontail rabbits. All on-site
personnel will be made aware that all birds of prey are protected by federal and
state laws.
SW-6. To facilitate identification of potential conflicts with sensitive wildlife species,
IPC maintains a spatial database of known locations near service road and
transmission line ROW. This database will be updated following construction of
the new line to protect sensitive wildlife during future O&M activities.
SW-7. Contractors will be provided with maps showing avoidance areas; these will
include established work zones as well as ROW areas where overland travel
should be avoided.
SW-8. IPC will conduct pre-construction surveys to identify raptor and migratory bird
nests. Empty nests will be removed. If occupied nests are found, IPC, in
consultation with the BLM, will establish a suitable buffer around the nest and
avoid the area or relocate the nest.
SW-9. Replacement structures will be built in accordance with raptor-safe standards
specified in APLIC (2006) where appropriate.
SW-10. If sage grouse are found within the project area, IPC will suspend activities from
April 1 through July 1 to avoid impacting nesting and fledgling birds.
Protection Measures for Cultural Resources

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 21
Any cultural and/or paleontological resource [fossil(s) or historic or prehistoric site or
object] discovered by IPC, or its designated contractor, on BLM land shall be
immediately reported to the Authorized Officer. If new probable historic, cultural, or
paleontological resources are discovered during construction, potentially destructive
work within 300 feet of the find will be halted. Pursuant to 43 CFR 10.4(g), the holder of
the authorization must notify the Authorized Officer, by telephone and with written
confirmation, immediately upon the discovery of human remains, funerary items, sacred
objects, or objects of cultural patrimony. Further, pursuant to 43 CFR 10.4(c) and (d),
activities in the vicinity of the discovery must be stopped and protected for 30 days or
until notified to proceed by the Authorized Officer. IPC’s construction inspector will
immediately implement the following measures:
a. Flagging will be erected to prohibit potentially destructive activities.
b. IPC’s archaeologist will make a preliminary assessment of the newly discovered
resource.
c. If the archaeologist determines that the discovery represents a potential new site
or an undocumented feature of a documented site, the BLM will be notified and
processes identified by the BLM will be followed.
d. Construction will not resume in the identified area until cleared by the
archaeologist (private land) or Authorized Officer (public lands managed by the BLM).
Environmental protection measures for cultural resources include the following:
CR-1. Prior to construction, all supervisory personnel will be instructed on the protection
of cultural resources. The construction contract will address (a) federal and state
laws; (b) the importance of these resources; (c) the purpose and necessity of
protecting them; and (d) methods for protecting sensitive resources.
CR-2. Construction crews and vehicles will be constrained to existing roads and not
allowed to travel cross-country near known sites. Where a road intersects a site,
the roadsides will be posted to indicate that no off-road activity may occur.
Marking will be coordinated with the BLM and done by personnel appointed by
IPC. After construction is complete or no longer poses a threat to the cultural
resources, the stakes will promptly be removed to protect the site’s significance
and location from unwanted attention.
CR-3. Contractors will be provided with maps showing avoidance areas; these will
include established work zones as well as ROW areas where overland travel
should be avoided.
All human interments will be treated with the respect accorded them by state and federal
laws applying to human remains. If the discoveries are unanticipated, state law does not
distinguish between historic or prehistoric burials as far as the steps required for initial
notification. If human remains, funerary items, sacred objects, or objects of cultural
patrimony are discovered during construction activities, IPC will stop all work in the
vicinity of the discovery. IPC shall immediately notify the BLM by telephone, with
written confirmation (43 CFR 10.4(g)), and shall protect the discovery for 30 days or
until notified to proceed by the BLM Authorized Officer (43 CFR 10.4(c-d)). The

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 22
discovery shall not be moved or altered and shall be protected in a manner that would not
call undue attention to the discovery. The BLM Authorized Officer will determine what
protection or mitigation is needed, in consultation with IPC, Oregon SHPO, and affected
Tribes. All costs associated with the discovery, protection or mitigation of the discovery
shall be the responsibility of the ROW holder.
Protection Measures for Aesthetic Resources
IPC will implement the following environmental protection measures to protect aesthetic
resources:
VR-1. No paint or permanent discoloring agents will be applied to rocks or vegetation to
indicate limits of survey or construction activity.
VR-2. Non-specular conductors will be used to reduce visual impacts.
VR-3. All stakes and flagging will be removed from the construction area and disposed
of in a state-approved landfill.
Protection Against Fire
There are three actions IPC can employ to prevent or reduce the damage from fires: 1)
follow fire restriction and closure plans; 2) reduce the threat of pole fires; and 3)
communicate with the BLM about fires near the line.
Transmission lines in the western United States may be interconnected with the lines of
other utilities. Continued operation of these lines provides stability to the entire
interconnected western transmission system. In addition, continuous operation of the
transmission lines is necessary for IPC to supply electric service to its customers.
Therefore, the BLM will use its best efforts to avoid using fire-suppression techniques
that could take the lines out of service. If the BLM determines that it must use fire
suppression techniques that could affect operation of the lines, it will notify IPC as soon
as possible.
Avoidance of Fire-Related Problems
IPC is responsible for inspecting the transmission line and associated ROW for fire
hazards. When working on or around transmission lines on BLM lands during fire
season, IPC employees and contractors will have approved suppression tools and
equipment. Construction activities are to adhere to all stipulations in the Oregon Fire
Restriction and Closure Plan. During conditions of extreme fire danger, construction
O&M activities shall be limited or suspended in specific areas identified by the
Authorized Officer. IPC may request a permit from the Authorized Officer that
specifically authorizes the otherwise prohibited act. In this case, IPC must have in place
an approved fire prevention and suppression plan appropriate to the restriction level.
Emergency Notification Procedures
If IPC becomes aware of an emergency that is caused by a fire on or threatening BLM
managed lands and that could damage the transmission line or its operation, IPC will
notify the appropriate BLM contact (see Appendix B).
Likewise, if the BLM becomes aware of an emergency that is caused by a fire on or

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 23
threatening BLM managed lands and that could damage the transmission line or its
operation, BLM will notify the appropriate IPC contact (see Appendix B).

Huntington - Quartz 138 Kilovolt (kV) Transmission Line Rebuild Project 24
Appendix 2B. Contact information for key personnel.
Role Contact Information
BLM – Vale District, Baker Field Office
Emergency Contacts
3100 H Street
Baker City, OR 97814

Fire Reporting/Management General Office 541-523-1256
Hazmat Reporting Jeff Wall – 541-523-1493
Law Enforcement Stephanie Cox – 541-523-1493
Administrative Contacts General Office 541-523-1256
General Marc Pierce – Assistant Field Manager 541-523-1439
Liz Morgan – Realty Specialist 541-523-1405
Idaho Power Company
Emergency Contact System Dispatch 208-388-2826
Administrative Contacts
Idaho Power Company
P.O. Box 70
1221 W. Idaho St.
Boise, ID 83707
Design and Construction Transmission & Distribution Maintenance Dept. 208-388-
2200
Tom Barber (Principal Engineer/Project Manager): 208-388-
5667
Environmental & Archaeology

Land Management
Allison Murray (Environmental Supervisor): 208-388-2418
Zach Funkhouser (Environmental Services): 208-388-5375
Shane Baker (Archaeologist): 208-388-2925

Mike Churella (Land Management Leader): 208-388-2690
Felisa Waste (Real Estate Specialist): 208-388-6798

COVID-19 Affirmation Addendum

Please review the following carefully and sign at the bottom indicating that the company listed below
(“Contractor”) agrees to the terms outlined in this COVID-19 Affirmation Addendum (“COVID Addendum”)
for Idaho Power Company (“IPC”) Contractors.

Contractor acknowledges and agrees to the following as of the date of this COVID Addendum:
• Daily COVID-19 Symptom Assessment: Contractor has instructed its employees to perform a daily
self-assessment of all symptoms of COVID-19, as outlined on the CDC website, before performing
contract work at an IPC location or interacting with IPC employees or customers;
• Contract Workers with Symptoms, Close Contact, or Positive COVID-19 Test: Contractor
instructed its employees who have symptoms of COVID-19 (as outlined by the CDC), a positive
COVID-19 test, or recent close contact with a person with COVID -19 to stay away from IPC
buildings, IPC customer residences and buildings, and IPC employees and customers until they
meet all of the appropriate criteria outlined on the CDC website for ending isolation or quarantine
after exposure, positive test, or symptoms of COVID -19;
• Face Masks and Customer Interactions: Contractor instructed its employees that they must wear
the type of mask identified in the CDC guidance as appropriate for protecting against the
spread of COVID-19 or a FDA-approved KN95 or N95 mask when entering customer homes or
interacting closely with customers;
• Local Rules and Mandates : Contractor has instructed its employees to follow federal, state,
and/or local rules or mandates related to COVID-19;
• IPC Protocols: Contractor will instruct its employees to follow applicable IPC COVID-19 protocols;
• CDC Guidance: Contractor has advised their employees on the CDC recommendations for
preventing the spread of COVID-19, including but not limited to, when and how to wear face
masks, good hygiene, staying home when sick, and social distancing, and Contractor commits to
updating employees on new guidance from the CDC and local health authorities regarding COVID-
19 prevention;
• When to Call IPC: Contractor will immediately contact the IC Programs at 208-388-2951 if one of
Contractor’s employees has a positive test for COVID-19, has any of the symptoms of COVID-19
(as outlined by the CDC), or has closely interacted with a person with COVID-19 and has interacted
with IPC employees or customers within the last 14 days, and Contractor agrees to provide
sufficient information for contact tracing and IPC employee/customer safety; and
• Subcontractors: Contractor will notify sub-contractors of these requirements and ensure they are
complying with them.

Contractor understands and agrees that this COVID Addendum shall be incorporated in all contracts
between IPC and Contractor in effect as of the date of Contractor’s below signature, and a knowing
violation of any of the above requirements will constitute a breach of such contract(s) between IPC and
Contractor and this COVID Addendum. Contractor further understands and agrees that all other terms
and conditions of the existing contract(s) in which this COVID Addendum is incorporated shall remain
unchanged and in full force and effect, and to the extent any conflicts exist or arise between this
Addendum and the existing contract(s), the terms of this Addendum govern.

Contractor _______________________________

Signature________________________________

Printed Name____________________________

Date_________________
Idaho Power Company

Signature________________________________

Date_________________

TR
Transmission Manual
Methods & Materials
20 22
Transmission Revised 04/15 00-001-01
Table of Contents
Table of Contents
00- Contents
00-000-01 Transmittal Entry Log
00-001-01 Table of Contents
00-005-01 Page List (on-line only)
00-010-01 Drawing Practices
01- Structures
138 kV Single Pole Structures
01-001-01 General
01-002-01 Wildlife Protection
01-041-01 138 kV TR-HL Structure
01-042-01 138 kV TRV-HL Structure
01-052-01 138 kV TV-HL Structure
01-053-01 138 kV TVS-HL Structure
01-057-01 138 kV TV-DC-HL Structure
01-058-01 138 kV TVS-DC-HL Structure
01-062-01 138 kV TA-HL Structure
01-063-01 138 kV TAS-HL Structure
01-065-01 138 kV C Structure
01-066-01 138 kV CS Structure
01-070-01 138 kV D1 Structure
01-071-01 138 kV D1S Structure
01-072-01 138 kV D1-HP Structure
01-073-01 138 kV D1S-HP Structure
01-074-01 138 kV D2 Structure
01-075-01 138 kV D2S Structure
01-080-01 138 kV D2S-HP Structure
01-081-01 138 kV D2-HP Structure
46 kV & 69 kV Single Pole Structures
01-141-01 69 kV TR-HL Structure
01-151-01 46 & 69 kV TV-DC-HL
Structure
01-180-01 46 & 69 kV DEBA2 Structure
01-190-01 46 & 69 kV ADE Structure
01-350-01 46 & 69 kV Tangent Structure
Two Pole Structures
01-450-01 46 kV & 69 kV GX-14D1
Structure
01-455-01 46 kV & 69 kV GX-14
Structure
01-460-01 138 kV GX-28 Structure
01-500-01 69 kV & 138 kV AXBS
Structure
01-510-01 69 kV & 138 kV AHXS
Structure
01-525-01 69 kV & 138 kV EXS
Structure
Miscellaneous Structural Details
01-700-01 Wood Poles
01-701-01 Wood Pole Stubbing
01-705-01 Obsolete Mod/Pole Butt
Replacement System
01-710-01 Numbering Transmission Line
Structures
Steel Structures
01-800-01 Light Duty Steel Poles

00-001-02 Revised 04/15 Transmission
Table of Contents
Other Structures Types
01-900-01 Multiple Pole and Lattice
Structure Types
OBSOLETE Structures
01-9040-01 Obsolete 138 kV TR Structure
01-9050-01 Obsolete 138 kV TV Structure
01-9051-01 Obsolete 138 kV TVS
Structure
01-9055-01 Obsolete 138 kV TV-DC
Structure
01-9056-01 Obsolete 138 kV TVS-DC
Structure
01-9060-01 Obsolete 138 kV TA Structure
01-9061-01 Obsolete 138 kV TAS
Structure
01-9100-01 Obsolete 69 kV & 138 kV
AXS Structure
01-9140-01 Obsolete 69 kV TR Structure
01-9150-01 Obsolete 46 kV & 69 kV TV-
DC Structure
01-9352-01 Obsolete 46 kV & 69 kV
T (Pin) Structure
01-9353-01 Obsolete 46 kV & 69 kV
T (Ridge Iron) Structure
01-9354-01 Obsolete 46 kV & 69 kV
T (Post) Structure
01-9360-01 Obsolete 46 kV & 69 kV
TBC (Ridge Iron) Structure
01-9361-01 Obsolete 46 kV & 69 kV TBC
Structure
01-9610-01 Obsolete 46 kV & 69 kV T-ML
Pin Structure
01-9615-01 Obsolete 46 kV & 69 kV T-ML
Post Structure
01-9620-01 Obsolete 46 kV & 69 kV TBS-
ML Structure
02- Grounding
02-002-01 Grounding Wood Pole
Transmission Structures
02-003-01 Grounding Fences, Buildings,
and Other Metal Objects
02-005-01 Grounding KPF Switching
Structures (Non-SEO)
02-006-01 Grounding KPF Switching
Structures (With SEO)
02-010-01 Grounding Morgan 138 kV
Switching Structures
02-100-01 Characteristics of Copper &
Copperweld Wire
03- Structure Hardware
Note: Refer to the Idaho Power Materials
Manual for detailed information for
transmission hardware.
04- Guys and Anchors
04-001-01 Screw Anchors
04-100-01 Disk Anchors
04-300-01 Rock Anchors
04-500-01 Pole Eye Assembly
04-501-01 Guying Assembly
(For Pole Eyes)
04-505-01 2-Way Pole Band Assembly
04-506-01 Guying Assembly
(For Pole Band)
04-600-01 Grounding and Insulating Guys
04-990-01 Anchor System Corrosion

Transmission Revised 04/15 00-001-03
Table of Contents
05- Arms and Braces
05-200-01 Guy Brace Assembly
05-205-01 Knee & Vee Brace Assemblies
06- Insulators
06-010-01 Suspension and Deadend
Insulators
06-200-01 Post Insulators
06-250-01 Pin Insulators
07- Conductors
07-005-01 Thermal Ampacity of
Overhead Line Conductors
07-010-01 Characteristics of Aluminum
and Steel Bare Cable
08- Conductor Hardware
08-100-01 Single Insulator String
Suspension Assemblies
08-110-01 Single Insulator String Jumper
Assemblies
08-130-01 Single Insulator String Running
Angle Assemblies
08-150-01 Single Insulator String
Deadend Assemblies
08-170-01 Shield Wire Assemblies
08-200-01 Conductor Clamps,
Connectors, & Splices
09- Switches
09-100-01 Transmission Line Airbreak
Switch Numbering
09-500-01 Airbreak Switch Steel Standing
Mat
10- Sags and Dampers
10-050-01 Vibration Dampers
10-500-01 Conductor Sags/Tensions on
Wood Pole Lines
11- Armor Rods and Ties
11-010-01 Armor Rods
11-020-01 Formed Wire Splices
11-300-01 Wraplock Ties
12- Clearances
12-010-01 Airspace Evaluation
Requirements
12-100-01 Transmission Line Clearing
Practices
13- Design Criteria
13-010-01 General Transmission Line
Design Criteria
13-020-01 Insulator Selection for
Mechanical Strength

Transmission 00-010-01
Drawing Practices
Revised 10/03
Drawing Practices
Drawing Applications
The illustrations in this manual have been
developed to represent the structures and
equipment, along with their associated
hardware, that are installed on the Idaho
Power Company transmission system.
They have been created as close to scale as
possible to provide a reasonable
representation of the item or assembly
which they depict. However, the user is
cautioned not to attempt to use these
drawings to measure distances or to check
for clearances unless it is indicated that such
is the design of a particular drawing. Such a
practice could lead to serious errors in the
design and construction process.
No attempt has been made to make each
drawing in this manual complete in all
details. Therefore, each drawing should be
consulted only for the subject matter with
which it deals.
Several specific and some general drawing
conventions have been adopted in the
creation of this manual to increase the
clarity and the understandability of the
drawings. These are explained below.
Conventions
Parts with multiple ranges. Many items
are labeled with their appropriate Idaho
Power Catalog ID. When an item, such as a
bolt, falls within a range of sizes, depending
upon its specific design application, the
callout identifies a bolt schedule or other
reference where more information may be
found as shown below. It is up to the
designer to provide the missing information.
A representative Bolt Schedule table
appears on page 01-010-03
Catalog ID Callouts
Hidden Parts. Generally, hidden parts
depicted by dashed lines have been avoided.
When it is advantageous to show a hidden
part, a break-away view or a separate detail
have been developed.

Hidden Lines Avoided in Drawings
3"
22147
5279
5341
5350
See blt sch
5170

00-010-02 Transmission
Drawing Practices Revised 10/03
22147
5279
5341
5350
See bolt sch
5170
8"
4"

Break-away Views Provided

Separate Details Provided
Double coil lock washers are used
wherever locking washers are required
including all insulator studs and steel pins
and all bracket and crossarm bolts that are
not otherwise grounded. Locking washers
are not needed for bolts under constant
tension, such as an eyebolt deadend.

Double coil lock washer

Double coil lock washers are used wherever
locking washers are required
Exploded Bolt Assemblies. When it is
practical, all bolt assemblies have been
drawn slightly exploded. This adds to the
clarity of the drawing, enabling the reader to
discern the various parts used in the
assembly. In practice, they should, of
course, be tightened appropriately.

Components of Bolt Assembly
Shown Slightly Expanded for Clarity
Reduced (Enlarged) Assemblies.
Occasionally, a piece of equipment obscures
the detail to be illustrated. At other times,
the detail to be illustrated is too small. In
these instances, the item, which is obscuring
the detail may be reduced to slightly less
than actual size and the item which is too
small to see might be slightly enlarged.
This horizontal post
insulator has been
slightly reduced in size
to keep from obscuring
information around the
pole eye attachment
points.
Reduced Assembly
Transmission 00-010-03
Drawing Practices
Revised 10/03

Enlarged Assembly
Flat and Gain Bases. Bolt schedules have
been incorporated throughout the structural
section of this manual. To save space, bolts
which pass through equipment that is
mounted flat against the pole are designated
in a flat base grouping of the table.
Similarly, bolts that pass through equipment
that tends to stand off from the pole some
distance are designated in a gain base
grouping of the table.
The following illustration and tables
demonstrate these points. Note that the bolt
quantities shown in the Bolt Schedule are
first for the gain base, with the alternate flat
base quantities shown in parentheses.

Gain Base Flat Base
Bill of Materials
Cat. ID Qty Description
4845 6 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch 6 BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5376 4 STAPLE MLD SQ BARBED
28806 3 ft CND CU SLD SD BR 6

Bolt Schedule
Cat. ID Description Qty Per Pole Class†
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye 4 4 8 12 10
5125 BLT GALV MCH 3/4X16
Pole Eye 4 8 4 - -
5126 BLT GALV MCH 3/4X18
Pole Eye 4 - - - -
5137 BLT GALV MCH 7/8X14
Post Ins. - - - - 0(2)
5138 BLT GALV MCH 7/8X16
Post Ins. - 0(2) 0(4) 0(6) 2(4)
5139 BLT GALV MCH 7/8X18
Post Ins. 2(2) 2(4) 4(2) 6(0) 4(0)
5140 BLT GALV MCH 7/8X20
Post Ins. 2(2) 4(0) 2(0) - -
5141 BLT GALV MCH 7/8X22
Post Ins. 2(2) - - - -
† gain base (flat base)

18"
min.
25448
The cadweld connection
to the ground rod has been
enlarged to yield a
clearer illustration.

00-010-04 Transmission
Drawing Practices Revised 10/03
PG Clamps. Parallel groove clamps are
sometimes moved from their actual installed
location to one which helps to unclutter the
drawing. The object is to make a clearer
presentation. The following examples serve
as illustration of this convention.

PG clamp shown in PG clamp shown
the installed position on the pole for clarity

Transmission 01-001-01
General
Revised 10/03
Structures Found in This Section
The contents of this section represent only a portion of those structures which are found on the
Idaho Power Company transmission system. Several types of structures are represented herein.
The largest group of structures in this collection is a group of structures which have been
identified as the preferred structures for current and future transmission line construction.
Another group of structures, which is by no means completely represented, is a set of older
structures that were once used but are now either obsolete or used only to match existing
construction. These are maintained in the book for ease in maintenance and replacement work.
Structures Not Found in This Section
Many existing structures are not documented in this manual. Those performing maintenance on
or replacement of these “other” structures should contact T&D Design for response to any
questions which they might have concerning them in accomplishing their assigned tasks.

Transmission Revised 04/14 01-002-01
Wildlife Protection
Wildlife Protection
Idaho Power’s Bird Management
Program
Birds commonly use power poles for perching,
hunting, and nesting which increases their risk
of electrocution. Several laws protect raptors and
other migratory bird species. It is Idaho Power’s
policy that new or rebuilt lines be constructed to
avian protection guidelines or bird safe
construction standards.
A Geographic Information System was used to
develop a map delineating 3 zones within our
service territory that would govern which design
guidelines were appropriate for new construction
and the rebuilding of lines:
1) no raptor restrictions,
2) a 40" guideline where hawks and owls
would be found but we do not expect eagles
to be found, and
3) a 60" guideline where eagles would be
found. Note that all federal and state (BLM,
FS) land is to be built by zone 3, eagle safe
standards.
Maps are located on-line.
Protection Criteria
The two (2) basic principles of avian protection
are isolation (separation) and insulation
(coverings). Transmission designs utilize
isolation only.
Avian Symbols
This symbol on any construction
illustration means that the structure,
if built as shown, is not avian
protected. (zone 1), no restriction)
This symbol on any construction
illustration means that the structure, if
built as shown, is avian protected for
hawks and owls (zone 2), 40").
This symbol on any construction
illustration means that the
structure, if built as shown, is
avian protected for any kind of
bird, including eagles (zone 3), 60").
(The 138 kV Post Insulator and 138 kV “Steel
Construction” Polymer Deadend meets the
“Eagle” clearance requirements.)
Transmission Revised 04/14 01-041-01
Application. The “TR–HL” structure is the preferred method to build a 138 kV TRiangular
configuration with polymer “Hi-Lite” insulators. It is used for tangent construction where no angles are
involved and where a shield wire is not required.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution underbuild.
This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy strain
insulators are required. Anchor type may also require the use of guy strain insulators. See Section 04.

2'-8"
12'-0"
min.
See Note 2
4738
Detail A
Detail D
Detail B
Note 1, 2 & 3 Bill of Materials
4744
4816
1'-0"
1'-4"
4805
See Note 1
Detail C
Note 1 & 3 Bill of Materials

138 kV TR-HL Structure
01-041-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-300 Suspension Clamps
08-200 Insulator Conductor Clamps 11-010 Armor Rod
08-205 Clamp Top Adapter
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.
Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI138HHPD)

Detail C
Pole Grounding

3"
22147
5279
5341
5350
See blt sch
5170

12"
5173
5352
See bolt sch
5343
22150
28806
5700
5281

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
138 kV TR-HL Structure
Transmission Revised 04/14 01-041-03
Detail D
Post Insulator Mount
(TI138VP)

Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5078 BLT GALV DA 7/8X24
Post Mnt. - - 2 2 2
5079 BLT GALV DA 7/8X26
Post Mnt. 2 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5138 BLT GALV MCH 7/8X16
Top Mnt. - - 2 2 2
5139 BLT GALV MCH 7/8X18
Top Mnt. 2 2 - - -
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 2 2 CLP SUSP AL (size)
Note 3 3 ARMOR ROD AL (size)
28806 3 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4706 1 MLDG GRD PSTC 1X8'
4738 1 INS VERT CLP 138PLMR
4744 2 INS HRZ 138 PLMR WD
4805 1 ADPTR CLT V138KV INS
4816 2 CLV Y BALL 52-3
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV DA 7/8X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4X15/16
5279 1 CLIP BONDING 5/8"
5281 2 CLIP BONDING 7/8"
5341 1 NUT MF 5/8"
5342 2 NUT MF 3/4"
5343 10 NUT MF 7/8"
5350 1 NUT GALV PLAIN 5/8
5351 1 NUT GALV PLAIN 3/4
5352 6 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE ZINC EL STL
5374 1 lb STAPLE FENCE 1 1/2
5376 6 STAPLE MLD SQ BARBED
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 2 WSHR DBL COIL 13/16 HOLE
22150 8 WSHR DBL COIL 15/16 HOLE
25448 1 CONN. CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
PassPort Codes
CU Codes Qty
TASB 1
TI138HHPD 1
TI138VP 1

22150
See bolt sch
5173
5281
5343
5352
5700
28806
4738
Insulator assembly reduced in size to keep from hiding other details
3657

138 kV TR-HL Structure
Transmission Revised 04/14 01-042-01
Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with
engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy
strain insulators are required. Anchor type may also require the use of guy strain insulators. See
Section 04.

2'-8"
6'-0"
12'-0"
min.
See Note 2
4738
Detail A
Detail D
Detail B
Note 1, 2 & 3 Bill of Materials
4744
4816
1'-0"
1'-4"
4805
See Note 1
Note 1 & 3 Bill of Materials
Detail C
Application. The 138 kV
“TRV–HL” structure is a
modified TR structure with
polymer “Hi-Lite” insulators.
It is used for tangent
construction with no shield
wire or where small angles are
involved. It is designed for use
as a transition structure
between the TR HL
configuration and vertical
deadend or running angle
structures. It would normally
be the first structure out from a
D1, D2, C1, or C2 structure.

138 kV TRV-HL Structure
01-042-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 11-010 Armor Rod
08-300 Suspension Clamps
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI138HP)
Detail C
Pole Grounding

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
3"
22147
5279
5341
5350
See blt sch
5170

22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

138 kV TRV-HL Structure
Transmission Revised 04/14 01-042-03

Detail D
Post Insulator Mount
(TI138VP)
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5138 BLT GALV MCH 7/8X16
Insulator - - 4 4 4
5139 BLT GALV MCH 7/8X18
Insulator 2 4 - - -
5140 BLT GALV MCH 7/8X20
Insulator 2 - - - -
5138 BLT GALV MCH 7/8X16
Top Mnt. - - 2 2 2
5139 BLT GALV MCH 7/8X18
Top Mnt. 2 2 - - -
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 2 2 CLP SUSP AL (size)
Note 3 3 ARMOR ROD AL (size)
28806 3 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4706 1 MLDG GRD PSTC 1X8'
4738 1 INS VERT CLP 138 PLMR
4744 3 INS HRZ 138 PLMR WD
4805 1 ADPTR CLT V 138 KV INS
4816 3 CLV Y BALL 52-3
5034 1 ROD GRD CW 5/8 X 8'
See bolt sch BLT GALV MCH 5/8X(long)
See bolt sch BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4 X15/16
5279 1 CLIP BONDING 5/8"
5281 3 CLIP BONDING 7/8"
5341 1 NUT MF 5/8"
5343 6 NUT MF 7/8"
5350 1 NUT GALV PLAIN 5/8
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL CW 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 6 STAPLE MLD SQ BARBED
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
PassPort Codes
CU Codes Qty
TASB 1
TI138HP 2
TI138VP 1

22150
See bolt sch
5173
5281
5343
5352
5700
28806
4738
Insulator assembly reduced in size to keep from hiding other details
3657

138 kV TRV-HL Structure
Transmission Revised 04/14 01-052-01
Application. The Tangent Vertical structure with polymer ‘Hi-Lite’ insulators or “TV-HL” is a 138
kV structure used in tangent construction or where there are small angles involved and where a shield
wire is not required. This configuration is seldom used in new construction but it is used to replace similar
structures in existing lines.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution underbuild.
This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy strain
insulators are required. Anchor type may also require the use of guy strain insulators. See Section 04.

3'-6"
1'-0"
Detail A
Detail B
3'-6"4816
4744
See Note 1
12'-0"
min.
See Note 2
Detail C
Note 1, 2 & 3 Bill of Materials

138 kV TV-HL Structure
01-052-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 11-010 Armor Rod
08-300 Suspension Clamps
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI138HP)

Detail C
Pole Grounding
22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
138 kV TV-HL Structure
Transmission Revised 04/14 01-052-03
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 2 3 CLP SUSP AL (size)
Note 3 3 ARMOR ROD AL (size)
28806 5 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4706 1 MLDG GRD PSTC 1X8 FT
4744 3 INS HRZ 138 PLMR WD
4816 3 CLV Y BALL 52-3
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4 X15/16
5279 1 CLIP BONDING 5/8 IN
5281 3 CLIP BONDING 7/8 IN
5341 1 NUT MF 5/8 IN
5343 6 NUT MF 7/8 IN
5350 1 NUT GALV PLAIN 5/8
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 6 STAPLE MLD SQ BARBED
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5138 BLT GALV MCH 7/8X16
Insulator - - 6 6 6
5139 BLT GALV MCH 7/8X18
Insulator 4 6 - - -
5140 BLT GALV MCH 7/8X20
Insulator 2 - - - -
PassPort Codes
CU Codes Qty
TASB 1
TI138HP 3

138 kV TV-HL Structure
Transmission Revised 04/14 01-053-01
138 kV TVS-HL Structure
Application. The Tangent Vertical structure with a Shield wire and polymer ‘Hi-Lite’ insulators or
“TVS-HL” is a 138 kV structure used in tangent construction or where there are small angles involved
and where a shield wire is required.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution underbuild.
This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy strain
insulators are required. Anchor type may also require the use of guy strain insulators. See Section 04.

3'-6"
8'-0"
Detail D
3'-6"
Detail B
Detail A
4816
4744
See Note 1
12'-0"
min.
See Note 2
Detail C
Note 1, 2 & 3 Bill of Materials

01-053-02 Revised 04/14 Transmission
138 kV TVS-HL Structure
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Insulator Conductor Clamps
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Shield Wire Mounting Assembly
(TBSW)

Detail C
Pole Grounding
3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

22149
5172
Note 2
28806
6"
5280
5351
5342
5231

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
Transmission Revised 03/15 01-053-03
138 kV TVS-HL Structure

Detail D
Post Insulator Mount
(TI138HP)

Bolt Schedule
Description Qty Per Pole Class
Cat. ID Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5138 BLT GALV MCH 7/8X16
Insulator - - 4 6 6
5139 BLT GALV MCH 7/8X18
Insulator 2 2 2 - -
5140 BLT GALV MCH 7/8X20
4 4 - - -
PassPort Codes
CU Codes Qty
TASB 1
TBSW 1
TI138HP 3
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 2 3 CLP SUSP AL (size)
Note 3 3 ARMOR ROD AL (size)
28806 5 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4744 3 INS HRZ 138 PLMR WD
4816 3 CLV Y BALL 52-3
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5172 2 WSHR CRVD 4X4 X13/16
5173 6 WSHR CRVD 4X4 X15/16
5231 1 BRKT SHLDWIRE 3/4X16
5279 1 CLIP BONDING 5/8"
5280 1 CLIP BONDING 3/4"
5281 3 CLIP BONDING 7/8"
5341 1 NUT MF 5/8"
5342 1 NUT MF 3/4"
5343 6 NUT MF 7/8"
5350 1 NUT GALV PLAIN 5/8
5351 1 NUT GALV PLAIN 3/4
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 1 WSHR DBL COIL 13/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.

22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

Transmission Revised 04/14 01-057-01
Application. The “TV-DC-HL” (Tangent Vertical Double Circuit with polymer “Hi–Lite”
insulators) is a 138 kV structure used for tangent construction or where there are small angles involved
and where a shield wire is not required. In cases where two circuits are needed, it is a cost effective
alternative to constructing two separate lines. For new construction, structures built with polymer
insulators are preferred.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with
engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy
strain insulators are required. Anchor type may also require the use of guy strain insulators. See
Section 04.

Detail A
Detail B
4744
4816
1'-0"
6'-0"
6'-0"
See Note 1
12'-0"
min.
See Note 2
Detail C
Note 1, 2 & 3 Bill of Materials

138 kV TV-DC-HL Structure
01-057-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 11-010 Armor Rod
08-300 Suspension Clamps
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI138HHPD)

Detail C
Pole Grounding

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
12"
5173
5352
See bolt sch
5343
22150
28806
5700
5281

138 kV TV-DC-HL Structure
Transmission Revised 04/14 01-057-03
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 6 CLP INS ALUM (size)
Note 2 6 CLP SUSP AL (size)
Note 3 6 ARMOR ROD AL (size)
28806 5 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4706 1 MLDG GRD PSTC 1X8'
4744 6 INS HRZ 138 PLMR WD
4816 6 CLV Y BALL 52-3
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV DA 7/8X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 12 WSHR CRVD 4X4 X15/16
5279 1 CLIP BONDING 5"
5281 3 CLIP BONDING 7/8"
5341 1 NUT MF 5/8"
5343 24 NUT MF 7/8"
5350 1 NUT GALV PLAIN 5/8
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 6 STAPLE MLD SQ BARBED
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22150 18 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5078 BLT GALV DA 7/8X24
Insulator 2 4 6 6 6
5079 BLT GALV DA 7/8X26
Insulator 4 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
PassPort Codes
CU Codes Qty
TASB 1
TI138HHPD 3

138 kV TV-DC-HL Structure
Transmission Revised 04/14 01-058-01
Application. The “TVS-DC-HL” (Tangent Vertical with Shield wire Double Circuit with polymer
“Hi-Lite insulators) is a 138 kV structure used for tangent construction or where there are small angles
involved and where a shield wire is required. In cases where two circuits are needed, it is a cost effective
alternative to constructing two separate lines. For new construction, structures built with polymer
insulators are preferred.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution underbuild.
This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy strain
insulators are required. Anchor type may also require the use of guy strain insulators. See Section 04.

8'-0"
Detail A
Detail B
6"
Detail D
6'-0"
6'-0"
4816
See Note 1
12'-0"
min.
See Note 2
Detail C
4744
Note 1, 2 & 3 Bill of Materials

138 kV TVS-DC-HL Structure
01-058-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 11-010 Armor Rod
08-300 Suspension Clamps
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Shield Wire Mounting Assembly
(TBSW)

Detail C
Pole Grounding
3"
22147
5279
5341
5350
See blt sch
5170

22149
5172
Note 2
28806
6"
5280
5351
5342
5231

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
138 kV TVS-DC-HL Structure
Transmission Revised 04/14 01-058-03
Detail D
Post Insulator Mount
(TI138HHPD)
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5078 BLT GALV DA 7/8X24
Insulator - 2 4 6 6
5079 BLT GALV DA 7/8X26
Insulator 4 4 2 - -
5080 BLT GALV DA 7/8X28
Insulator 2 - - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
PassPort Codes
CU Codes Qty
TASB 1
TBSW 1
TI138HHPD 3
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 6 CLP INS ALUM (size)
Note 2 7 CLP SUSP AL (size)
Note 3 7 ARMOR ROD AL (size)
28806 6 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4744 6 INS HRZ 138 PLMR WD
4816 6 CLV Y BALL 52-3
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV DA 7/8X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 12 WSHR CRVD 4X4 X15/16
5172 2 WSHR CRVD 4X4 X13/16
5231 1 BRKT SHLDWIRE 3/4X16
5279 1 CLIP BONDING 5/8 IN
5280 1 CLIP BONDING 3/4 IN
5281 4 CLIP BONDING 7/8 IN
5341 1 NUT MF 5/8 IN
5342 1 NUT MF 3/4 IN
5343 24 NUT MF 7/8 IN
5350 1 NUT GALV PLAIN 5/8
5351 1 NUT GALV PLAIN 3/4
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 1 WSHR DBL COIL 13/16 HOLE
22150 18 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
12"
5173
5352
See bolt sch
5343
22150
28806
5700
5281

138 kV TVS-DC-HL Structure
Transmission Revised 04/14 01-062-01
138 kV TA-HL Structure
3"
3'-0"
6'-0"
6'-0"
1'-6"
6"
5"
Detail A
Detail D
4060
Detail C
Detail B
5700
4744
4816
5316
3669
5310
See note 1.
5311
4727
See note 3.
12'-0" min.
to distribution
underbuild.
See note 2.
Note 1, 2 & 3 Bill of Materials

Application. The Tangent Angle with polymer ‘ 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 structure, the TAS-HL, includes provisions for a shield wire. See page 01-063.
Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.

Small Line Angles (up to 15) Guy Anchoring SCALE: 1'-0" = 50'-0"
15 maxo
SCALE: 1'-0" = 600'-0"
(Distribution)
01-062-02 Revised 04/14 Transmission
138 kV TA-HL Structure
For hardware details and PassPort Codes see sections:
02-002 Grounding 04-600 Insulating Guys
04-100 Anchoring 08-200 Insulator Conductor Clamps
04-510 Down Guy Assembly 11-010 Armor Rods
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI138HP)
Detail C
Pole Grounding

22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
Transmission Revised 04/14 01-062-03
138 kV TA-HL Structure

Detail D
Pole Eye Assembly
(TPEA1)

Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye † - - 2 2 2
5137 BLT GALV MCH 7/8X14
Post Mnt. - - - 0 0
5125 BLT GALV MCH 3/4X16
Pole Eye † 2 2 2 2 -
5138 BLT GALV MCH 7/8X16
Post Mnt. 0 0 4 2 4
5126 BLT GALV MCH 3/4X18
Pole Eye † 2 2 - - -
5139 BLT GALV MCH 7/8X18
Post Mnt. 4 4 2 4 2
5127 BLT GALV MCH 3/4X20
Post Mnt. 2 2 - - -
† For bonding to the top bolt as shown, increase 1 bolt for
each pole eye by 2”.
Bill of Material
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 2 3 CLP SUSP AL (size)
Note 3 3 ARMOR ROD AL (size)
28806 6 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 50 lb WIRE GALV GUY 3/8EHS
4060 2 CN PG 1 BOT 6-2/0
4706 1 MLDG GRD PSTC 1X8'
4727 2 INS GUY STR 30000 78
4744 3 INS HRZ 138 PLMR WD
4816 3 CLV Y BALL 52-3
4845 2 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV MCH 7/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4 X15/16
5176 4 WSHR CRVD 3X4X15/16
5279 1 CLIP BONDING 5/8"
5280 2 CLIP BONDING 3/4"
5281 5 CLIP BONDING 7/8"
5310 1 GRIP GUY AUT 3/8
5311 1 GRIP GUY AUT 3/8 LNG
5316 6 GRIP GUY FMD 3/8 EHS
5328 2 EYE POLE PLT HD
5341 1 NUT MF 5/8"
5342 4 NUT MF 3/4"
5343 10 NUT MF 7/8"
5350 1 NUT GALV PLAIN 5/8
5351 2 NUT GALV PLAIN 3/4
5352 5 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 6 STAPLE MLD SQ BARBED
5700 7 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
PassPort Codes
CU Codes Qty
TASB 1
TI138HP 3
TPEA1 2

5351
5342
5280
28806
See bolt Sch
4845
5316
5700
4060
3657
5176
5328

Transmission Revised 04/14 01-063-01
3"
3'-0"
6'-0"
6'-0"
8'-0"
6"
5"
Detail A
Detail E
Detail D
4060
Detail C
Detail B
5316
4744
4816
12'-0" min.
to distribution
underbuild.
See note 2.
See note 1.
Note 1 - Bill of Materials
4838
5311
4727
See note 3.
5700
3669
5310
Note 1, 2 & 3 Bill of Materials

Application. The Tangent Angle with Shield wire and polymer ‘Hi–Lite®’ insulators or TAS -HL
structure is used to turn small angles between 0°-15°. It is a 138 kV, vertical configuration, angle structure
built with polymer insulators. For new construction, the TAS -HL is preferred
Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.

Small Line Angles (Up to 15°) Guy Anchoring

15
max
15
max
o o

(Distr ibution)
138 kV TAS-HL Structure
01-063-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-174 Shield Wire Assembly
04-100 Anchoring 08-200 Conductor Clamps
04-510 Down Guy Assembly 11-010 Armor Rods
04-600 Insulating Guys
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)
Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI138HP)
Detail C
Pole Grounding

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

3"
22147
5279
5341
5350
See blt sch
5170

138 kV TAS-HL Structure
Transmission Revised 04/14 01-063-03

Detail D. Pole Eye Assembly
(Cast Curved Washers)
(TPEA1)

Detail E. Pole Eye Assembly
(Back-to-Back Heavy Duty Pole Eye Plates)
(TPEA)
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 2 4 CLP SUSP AL (size)
Note 3 4 ARMOR ROD AL (size)
28806 8 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 50 lb WIRE GALV GUY 3/8EHS
4060 2 CN PG 1 BLT 6-2/0
4727 2 INS GUY STR 30000 78
4744 3 INS HRZ 138 PLMR WD
4816 3 CLV Y BALL 52-3
4838 1 SHKL AN (size)
4845 2 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4 X15/16
5176 2 WSHR CRVD 3X4X15/16
5279 1 CLIP BONDING 5/8"
5280 2 CLIP BONDING 3/4"
5281 3 CLIP BONDING 7/8"
5310 1 GRIP GUY AUT 3/8
5311 1 GRIP GUY AUT 3/8 LNG
5316 6 GRIP GUY FMD 3/8 EHS
5328 3 EYE POLE PLT HD
5341 1 NUT MF 5/8"
5342 4 NUT MF 3/4"
5343 6 NUT MF 7/8"
5350 1 NUT GALV PLAIN 5/8
5351 2 NUT GALV PLAIN 3/4
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 7 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

5351
5342
5280
28806
See bolt Sch
4845
5316
5700
4060
3657
5176
5328

138 kV TAS-HL Structure
01-063-04 Revised 04/14 Transmission
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye - - 2 2 -
5125 BLT GALV MCH 3/4X16
Pole Eye 2 2 2 2 2
5126 BLT GALV MCH 3/4X18
Pole Eye 2 2 - - -
5137 BLT GALV MCH 7/8X14
Post Mnt. - - - - 0
5138 BLT GALV MCH 7/8X16
Post Mnt. 0 0 0 0 4
5139 BLT GALV MCH 7/8X18
Post Mnt. 2 4 4 6 2
5140 BLT GALV MCH 7/8X20
Post Mnt. 4 2 2 - -
PassPort Codes
CU Codes Qty
TASB 1
TI138HP 3
TPEA 1
TPEA1 1

138 kV TAS-HL Structure
Transmission Revised 04/14 01-065-01

5"
3"
6'-0"
6'-0"
6"
Detail A
3669
4060
Detail C
Detail B
5311
5310
5316
5310
4785
4727
See note 3.
1
1
12'-0" min.
to distribution
underbuild.
See note 2.
See note 1.

Application. The Corner or ‘C’ structure is used to turn angles of up to 30°. It is a 138-kV, vertical
configuration, running angle structure built with polymer insulators or ball and socket disc insulators.
Conductor tension must be limited such that the transverse load, with a 1:1 guy slope, does not exceed the
5,900 lb design limit of the guy assembly. Line angles above 30° are possible with small conductors,
provided the pole eye limit is not exceeded. See page 08-100-01 for a special running angle assembly for
line angles greater than 30°.
.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138-kV steel
construction insulators or
larger. See 06-10-04.

Running Angles (Up to 30°) Guy Anchoring

30
max
o
See note 4.

(Distr ibution)
138-kV C Structure
01-065-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-100 Insulator Assembly
04-100 Anchoring 08-300 Suspension Clamps
04-510 Down Guy Assembly 11-010 Armor Rods
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)
Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA) (TI138S)

Detail C
Pole Grounding

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

138-kV C Structure
Transmission Revised 04/14 01-065-03
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 5 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 75 lb WIRE GALV GUY 3/8EHS
4060 3 CN PG 1 BLT 6-2/0
4078 1 CN WLD 5/8 ROD-#6 CU
4706* 1 MLDG GRD PSTC 1X8'
4727 3 INS GUY STR 30000 78
4786 3 INS SUSP 138 KV STL 10K
4845 3 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5279 1 CLIP BONDING 5/8"
5280 3 CLIP BONDING 3/4"
5310 2 GRIP GUY AUT 3/8
5311 1 GRIP GUY AUT 3/8 LNG
5316 9 GRIP GUY FMD 3/8 EHS
5328 6 EYE POLE PLT HD
5341 1 NUT MF 5/8"
5342 6 NUT MF 3/4"
5350 1 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 6 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole eye - 2 4 6 4
5125 BLT GALV MCH 3/4X16
Pole eye 4 4 2 - -
5126 BLT GALV MCH 3/4X18
Pole eye 2 - - - -

PassPort Codes
CU Codes Qty
TASB 1
TI138S 3
TPEA 3
138-kV C Structure
Transmission Revised 04/14 01-066-01
138 kV CS Structure
SCALE: 1'-0" = 600'-0"
(Distribution)
SCALE: 1'-0" = 50'-0"
30
max
30
max
o o
3"
5"
6'-0"
8'-0"
6"
Detail A
5316
3669
Detail C
Detail B
4060
47856'-0"
See note 1.
12'-0" min.
to distribution
underbuild.
See note 2.
1
1
4838
5311
5310
5310
4727
See note 3.
5311
Note 1, 2 & 3 Bill of Materials

Application. The Corner with Shield wire or CS structure is used to turn angles of up to 30°. It is a
138 kV, vertical configuration, running angle structure built with polymer or ball and socket disc
insulators. Conductor tension must be limited such that the transverse load, with a 1:1 guy slope, does not
exceed the 5,900 lb design limit of the guy assembly. Line angles above 30° are possible with small
conductors, provided the pole eye limit is not exceeded. See page 08-100-01 for a special running angle
assembly for line angles greater than 30°.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138 kV steel
construction insulators or
larger. See 06-10-04.

See note 4.
Running Angles (Up to 30) Guy Anchoring

01-066-02 Revised 04/14 Transmission
138 kV CS Structure
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-100 Insulator Assembly
04-100 Anchoring 08-174 Shield Wire Assembly
04-600 Insulation Guys 08-300 Suspension Clamps
04-510 Down Guy Assembly 11-010 Armor Rods
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)
Detail B
Pole Eye Assembly
(TPEA) (TI138W)

5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Detail C
Pole Grounding
3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
Transmission Revised 04/14 01-066-03
138 kV CS Structure
Bill of Material
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 1 CLP INS ALUM (size)
Note 2 1 CLP SUSP AL (size)
Note 3 1 ARMOR ROD AL (size)
28806 8 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 100 lb WIRE GALV GUY 3/8EHS
4060 4 CN PG 1 BLT 6-2/0
4727 4 INS GUY STR 30000 78
4785 3 INS SUSP 138 KV WD 10K
4838 1 SHKL AN (size)
4845 4 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3/3 X11/16
5279 1 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5310 2 GRIP GUY AUT 3/8
5311 2 GRIP GUY AUT 3/8 LNG
5316 12 GRIP GUY FMD 3/8 EHS
5328 8 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 8 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 8 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye - 2 4 6 4
5125 BLT GALV MCH 3/4X16
Pole Eye 4 4 4 2 2
5126 BLT GALV MCH 3/4X18
Pole Eye 2 2 - - -
5127 BLT GALV MCH 3/4X20
Pole Eye 2 - - - -

PassPort Codes
CU Codes Qty
TASB 1
TI138W 3
TPEA 4

Transmission Revised 04/14 01-070-01
5310
4845
5316
4060
3669
5311
Detail A
Detail B
6'-0"
3"
6"
5"
Typ.6'-0"
4785
5310
4727
Detail C
See note 1.
See note 3.
12'-0" min.
to distribution
underbuild.
See note 2.
1
1

(Distr ibution)
Application. The D1 structure is used to Deadend line tension in 1 direction. It is a 138-kV, vertical
configuration, deadend structure built with polymer or ball and socket disc insulators. Conductor tension
must be limited such that the transverse load, with a 1:1 guy slope, does not exceed the 5,900 lb design
limit of the guy assembly. A similar structure, the D1S, includes provisions for a shield wire. See page 01-
071-01.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138-kV steel
construction insulators or
larger. See 06-10-04.

Guy Anchoring Deadend in One Direction

See note 4.

138-kV D1 Structure
01-070-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 04-600 Insulating Guys
04-100 Anchoring 08-150 Insulator Assembly
04-510 Down Guy Assembly 08-350 Conductor DE Clamps
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)
Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA) (TI138W)

Detail C
Pole Grounding

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
254485351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

138-kV D1 Structure
Transmission Revised 04/14 01-070-03
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 8 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 75 lb WIRE GALV GUY 3/8EHS
4060 3 CN PG 1 BLT 6-2/0
4706* 1 MLDG GRD PSTC 1X8 FT
4727 3 INS GUY STR 30000 78
4785 3 INS SUSP 138 KV WD 10K
4845 3 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5279 1 CLIP BONDING 5/8 IN
5280 3 CLIP BONDING 3/4 IN
5310 2 GRIP GUY AUT 3/8
5311 1 GRIP GUY AUT 3/8 LNG
5316 9 GRIP GUY FMD 3/8 EHS
5328 6 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 6 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 6 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye † - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye † - 2 4 6 4
5125 BLT GALV MCH 3/4X16
Pole Eye † 4 4 2 - -
5126 BLT GALV MCH 3/4X18
Pole Eye † 2 - - - -
† For bonding to the top bolt as shown, increase 1 bolt for
each pole eye by 2”.
PassPort Codes
CU Codes Qty
TASB 1
TI138W 3
TPEA 3

138-kV D1 Structure
Transmission Revised 04/14 01-071-01
138 kV D1S Structure
4845
4060
Detail B
3"
6"
5"
Typ.
6'-0"
6'-0"
4785
8'-0"
5316
3669
Detail A
Detail C
See note 1.
12'-0" min.
to distribution
underbuild.
See note 2.
5310
5310
5311
1
5311
4727
See note 3.
1
Note 1 Bill of Mat

Application. The D1S structure is used to Deadend line tension in 1 direction for a circuit with a
Shield wire. It is a 138 kV, vertical configuration, deadend structure built with polymer or ball and socket
disc insulators.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138 kV steel
construction insulators or
larger. See 06-10-04.

See note 4.
Guy Anchoring Deadend in One Direction

Scale: 1" = 50'SCALE: 1'-0" = 600'-0"
(Distribution)
01-071-02 Revised 04/14 Transmission
138 kV D1S Structure
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-150 Insulator Assembly
04-100 Anchoring 08-170 Shield Wire Assembly
04-510 Down Guy Assembly 08-350 Conductor Deadend Clamps
04-600 Insulating Guys
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)
Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA) (TI138W)

Detail C
Pole Grounding

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Transmission Revised 04/14 01-071-03
138 kV D1S Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 11 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 100 lb WIRE GALV GUY 3/8EHS
4060 4 CN PG 1 BLT 6-2/0
4727 4 INS GUY STR 30000 78
4785 3 INS SUSP 138 KV WD 10K
4845 5 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5279 1 CLIP BONDING 5/8"
5280 4 CLIP BONDING 3/4"
Note 1 1 GRIP GUY AUT 5/16 RL
5310 2 GRIP GUY AUT 3/8
5311 2 GRIP GUY AUT 3/8 LNG
5316 12 GRIP GUY FMD 3/8 EHS
5328 8 EYE POLE PLT HD
5341 1 NUT MF 5/8"
5342 8 NUT MF 3/4"
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 8 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-170-01 for Automatic Deadend
Assembly.

Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Insulator - - - - 2
5124 BLT GALV MCH 3/4X14
Insulator - 2 4 6 4
5125 BLT GALV MCH 3/4X16
Insulator 4 4 4 2 2
5126 BLT GALV MCH 3/4X18
Insulator 2 2 - - -
5127 BLT GALV MCH 3/4X20
Insulator 2 - - - -

PassPort Codes
CU Codes Qty
TASB 1
TI138W 3
TPEA 4

Transmission Revised 04/14 01-072-01
138 kV D1-HP Structure

SCALE: 1'-0" = 600'-0"
(Distribution)
Detail A3"
6"
5" Typ.
Detail C
6'-0"
4060
5310
4845
3669
5316
3669
Details D & E
4"
6'-0"4785
5310
5311
4727
See Note 3.
Detail B
See note 1.
12'-0" min. to distribution underbuild. See note 2.

Application. The D1-HP structure is used to Deadend line tension in 1 direction and to provide a
transition from a tension line to a slack span using Horizontal Post insulators. It is a 138 kV, vertical
configuration, deadend structure used where transmission lines enter a substation or where the deadend
structure must be located a span away from a corner or line angle due to guying problems. The slack span
is offset from the anchor guys and deadends on a horizontal post insulator. Detail D shows the use of a
length of guy strand from the slack span deadend clamp to the tension deadend to reduce the cantilever
loading of the post insulator. A similar structure, the D1S-HP, makes provision for a shield wire. See page
01-073-01.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.

Running Angles (Up to 30) Guy Anchoring

Scale: 1" = 66.67'
01-072-02 Revised 04/14 Transmission
138 kV D1-HP Structure
For hardware details and PassPort Codes see sections:
02-002 Grounding 04-600 Insulating Guys
04-100 Anchoring 08-150 Insulator String DE Assembly
04-510 Down Guy Assembly 08-350 Conductor Deadend Clamps
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA)

Detail C
Pole Grounding

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Transmission Revised 04/14 01-072-03
138 kV D1-HP Structure
SCALE: 1'-0" = 20'-0"
4744
5311Note 3 - Bill of Materials
Note 1 - Bill of Materials
4838 4864
4839
4785
4864
4838
Note 1 - Bill of Mat.
5311
4785
4839
5311
Assembly with deadend shoe
Assembly with polymer insulator
and deadend compression fitting
Assembly with porcelain insulator
and deadend compression fitting
4744
4149
5345
51815181
5119
5311
See
clamp
mounting
details
below.
Standoff Insulator Conductor Clamp Assembly
To
(Note 3 - Bill of Mat.)
To
5311
3669
Assembly with Bolted Deadend Fitting
Assembly with Polymer Insulator
and Compression Deadend Fitting
Assembly with Porcelain Insulator
and Compression Deadend Fitting
Standoff Insulator Conductor Clamp Assembly
Detail D
Slack Span Deadend Assembly
01-072-04 Revised 04/17 Transmission
138 kV D1-HP Structure

Detail E
Post Insulator Mount
(T1138HP)
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/812
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/814
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye * - 2 4 6 4
5125 BLT GALV MCH 3/4X16
Pole Eye * 4 4 2 0 2
5126 BLT GALV MCH 3/4X18
Pole Eye * 4 2 4 6 4
5127 BLT GALV MCH 3/4X20
Pole Eye * 2 4 2 - -
5128 BLT GALV MCH 3/4X22
Post Eye 2 - - - -
5137 BLT GALV MCH 7/8X14
Post Ins. - - - - 0
5138 BLT GALV MCH 7/8X16
Post Ins. - 0 0 0 2
5139 BLT GALV MCH 7/8X18
Post Ins. 2 2 4 6 4
5140 BLT GALV MCH 7/8X20
Post Ins. 2 4 2 - -
5141 BLT GALV MCH 7/8X22
Post Ins. 2 - - - -
* Or Horizontal Post Insulator
PassPort Codes
CU Codes Qty
TASB 1
TD1GUY 3
TI138HP 3
TPEA 3
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
3513 14 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 75 lb WIRE GALV GUY 3/8EHS
4060 3 CN PG 1 BLT 6-2/0
Note 3 2 CN PG (qty) BLT (size)
4149 3 DE BLTD AL 336-795
Note 1 3 DE BLTD AL (size)
Note 4 3 DE CMPR AL (Size)
4706* 1 MLDG GRD PSTC 1X8 FT
4727 3 INS GUY STR 30000 78
4744 3 INS HRZ 138 PLMR WD
4785 3 INS SUSP 138 KV WD 10K
Note 2 3 CLP LP INS (size)
4838 3 SHKL AN 5/8X2.75 30K
4839 3 SCKT CLV HL 52-3
4845 3 CLV THMB BNK
4864 3 LINK SGL 1/2 IN
5034 1 ROD GRD CW 5/8 X 8'
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch 6 BLT GALV MCH 7/8X(long)
5119 3 BLT GALV MCH 3/4X3
5170 2 WSHR CRVD 3X3 X11/16
5172 6 WSHR CRVD 4X4 X13/16
5279 1 CLIP BONDING 5/8"
5280 6 CLIP BONDING 3/4"
5281 3 CLIP BONDING 7/8 IN
5310 2 GRIP GUY AUT 3/8
5311 7 GRIP GUY AUT 3/8 LNG
5316 9 GRIP GUY FMD 3/8 EHS
5328 6 EYE POLE PLT HD
5341 1 NUT MF 5/8"
5342 12 NUT MF 3/4"
5345 3 NUT EYE GALV 3/4"
5350 1 NUT GALV PLAIN 5/8
5351 6 NUT GALV PLAIN ¾
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 9 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 6 WSHR DBL COIL 13/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-03 for bolted deadend clamps.
2 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
3 Refer to page 08-200-06 for parallel groove connectors.
4 Refer to page 08-200-04 for compression deadend
clamps
22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1
-0"

Transmission Revised 04/14 01-073-01
138 kV D1S-HP Structure
Detail A3"
6"
Detail B
8'-0"3669
5316
Details D & E
4"
4060
5328
4845
6'-0"
6'-0"
5785
Note 5 - Bill of Mat.
Detail C
See note 1.
12'-0" min.
to distribution
underbuild.
See note 2.
5310
5316
5311
4727
See Note 3.
5310
5311

Scale: 1" = 50'
Application. The D1S-HP structure is used to Deadend line tension in 1 direction for a circuit with a
Shield wire and to provide a transition from a tension line to a slack span using Horizontal Post
insulators. It is a 138 kV, vertical configuration, deadend structure used where transmission lines enter a
substation or where the deadend structure must be located a span away from a corner or line angle due to
guying problems. The slack span is offset from the anchor guys and deadends on a horizontal post
insulator. Detail D shows the use of a length of guy strand from the slack span deadend clamp to the
tension deadend to reduce the cantilever loading of the post insulator. For locations where the shield wire
continues beyond the deadend structure, a shield wire running angle assembly can be used. See page 08-
176-01.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.

Guy Anchoring
SCALE: 1'-0" = 600'-0"
(Distr ib ution)
Deadend to Slack Span
Configuration
01-073-02 Revised 04/14 Transmission
138 kV D1S-HP Structure
For hardware details and PassPort Codes see sections:
02-002 Grounding 04-600 Insulating Guys
04-100 Anchoring 08-150 Conductor Deadends
04-510 Down Guy Assembly 08-170 Shield Wire Deadends
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA)
Detail C
Pole Grounding

3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Transmission Revised 04/14 01-073-03
138 kV D1S-HP Structure

Detail D
Slack Span Deadend Assembly
(TD1GUY)

SCALE: 1'-0" = 20'-0"
4744
5311Note 3 - Bill of Materials
Note 1 - Bill of Materials
4838 4864
4839
4785
4864
4838
Note 1 - Bill of Mat.
5311
4785
4839
5311
Assembly with deadend shoe
Assembly with polymer insulator
and deadend compression fitting
Assembly with porcelain insulator
and deadend compression fitting
4744
4149
5345
51815181
5119
5311
See
clamp
mounting
details
below.
Standoff Insulator Conductor Clamp Assembly
To
(Note 3 - Bill of Mat.)
To
5311
3669
Assembly with Bolted Deadend Fitting
Assembly with Polymer Insulator
and Compression Deadend Fitting
Standoff Insulator Conductor Clamp Assembly
Assembly with Porcelain Insulator
and Compression Deadend Fitting

01-073-04 Revised 04/14 Transmission
138 kV D1S-HP Structure
Detail E
Post Insulator Mount
(T1138HP)
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye * - 2 4 6 4
5125 BLT GALV MCH 3/4X16
Pole Eye * 4 4 4 2 2
5126 BLT GALV MCH 3/4X18
Pole Eye * 2 2 2 4 6
5127 BLT GALV MCH 3/4X20
Pole Eye * 4 4 4 2 -
5128 BLT GALV MCH 3/4X22
Post Ins. 2 2 - - -
5129 BLT GALV MCH 3/4X24
Post Ins. 2 - - - -
* Or horizontal post insulator

PassPort Codes
CU Codes Qty
TASB 1
TD1GUY 3
TI138HP 3
TPEA 4

Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 14 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 100 lb WIRE GALV GUY 3/8EHS
4060 8 CN PG 1 BLT 6-2/0
Note 3 2 CN PG (qty) BLT (size)
4149 3 DE BLTD AL 336-795
Note 1 3 DE BLTD AL (size)
Note 4 3 DE CMPR AL (Size)
4727 4 INS GUY STR 30000 78
4744 3 INS HRZ 138 PLMR WD
4785 3 INS SUSP 138 KV WD 10K
Note 2 3 CLP LP INS (size)
4838 3 SHKL AN 5/8X2.75 30K
4839 3 SCKT CLV HL 52-3
4845 5 CLV THMB BNK
4864 3 LINK SGL 1/2 IN
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch 1 BLT GALV MCH 5/8X(long)
See Bolt Sch 10 BLT GALV MCH 3/4X(long)
5119 3 BLT GALV MCH 3/4X3
5170 2 WSHR CRVD 3X3 X11/16
5172 6 WSHR CRVD 4X4 X13/16
5181 6 WSHR RND 13/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 7 CLIP BONDING 3/4 IN
Note 5 1 GRIP GUY AUT 5/16 RL
5310 2 GRIP GUY AUT 3/8
5311 7 GRIP GUY AUT 3/8 LNG
5316 12 GRIP GUY FMD 3/8 EHS
5328 8 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 14 NUT MF 3/4 IN
5345 3 NUT EYE GALV 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 7 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 11 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 6 WSHR DBL COIL 13/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-03 for bolted deadend clamps.
2 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
3 Refer to page 08-200-06 for parallel groove connectors.
4 Refer to page 08-200-04 for compression deadend
clamps.
5 Refer to page 08-170-01 for Automatic Deadend
Assembly.
22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

Transmission Revised 04/14 01-074-01
Application. The D2 structure is used to Deadend line tension in 2 directions. It is a 138-kV, vertical
configuration structure built with polymer or ball and socket disc insulators. It is used when there is a
change in line tension or a change in conductor size. This structure is intended for line angles greater than
80°. For line angles between 30°– 80°, see structure D2-HP on page 01-081-01. A similar structure, the
D2S, includes provisions for a shield wire. See page 01-075-01.

Notes:
1. Design Reference. Use
the elevation of the bottom
bolt of the lowest insulator
mount as a conductor
reference point for
calculating vertical
clearances.
2. Framing Reference.
Maintain a minimum of 12'
to the crossarm mounting
bolt of any distribution
underbuild. This dimension
is valid for spans of 300' or
less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or
sagging down guy then guy
strain insulators are
required. Anchor type may
also require the use of guy
strain insulators. See
Section 04.
4. Avian. Eagle safe
construction requires 138-kV
steel construction insulators
or larger. See 06-10-04.

2 Direction Guy

(Distr ibution)

4845
4060
Detail A3"
6"
4"
Typ.
Detail B
6'-0"
6'-0"
3669
3669
5310
5311
5310
5316
4727
See Note 3.
Detail C
See note 1.
12'-0" min.
to distribution
underbuild.
See note 2.
5"
See note 4.
Guy Anchoring

More
Than
80

o
138-kV D2 Structure
01-074-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 04-600 Insulating Guys
04-100 Anchoring 08-150 Conductor Deadends
04-510 Down Guy Assembly 08-170 Shield Wire Deadends
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA) (TI138W)
Detail C
Pole Grounding

5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
138-kV D2 Structure
Transmission Revised 04/14 01-074-03
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 18 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 150 lb WIRE GALV GUY 3/8EHS
4060 6 CN PG 1 BLT 6-2/0
4706* 1 MLDG GRD PSTC 1X8 FT
4727 6 INS GUY STR 30000 78
4845 6 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5279 1 CLIP BONDING 5/8 IN
5280 6 CLIP BONDING 3/4 IN
5310 4 GRIP GUY AUT 3/8
5311 2 GRIP GUY AUT 3/8 LNG
5316 18 GRIP GUY FMD 3/8 EHS
5328 12 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 12 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 6 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 12 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye 4 4 8 12 10
5125 BLT GALV MCH 3/4X16
Pole Eye 4 8 4 - -
5126 BLT GALV MCH 3/4X18
Pole Eye 4 - - - -

PassPort Codes
CU Codes Qty
TASB 1
TI138W 6
TPEA 6

138-kV D2 Structure
Transmission Revised 04/14 01-075-01
138 kV D2S Structure
5311
4060
Detail A3"
6"
5"
Typ.
Detail B
6'-0"
8'-0"
6'-0"
Detail C
4"
Note 1 - Bill of Mat.
See note 1.
12'-0" min.
to distribution
underbuild.
See note 2.
3669
5316
4727
See Note 3.
5310
5311
5310

Application. The D2S structure is used to Deadend line tension in 2 directions for a circuit with a
Shield wire. It is a 138 kV, vertical configuration structure built with polymer or ball and socket disc
insulators and used when there is a change in line tension or a change in conductor size. This structure is
intended for use where line angles greater than 80°. For line angles between 30°-80°, see structure D2S-
HP on page 01-080-01.

Notes:
1. Design Reference. Use the elevation of
the bottom bolt of the lowest insulator
mount as a conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain a
minimum of 12' to the crossarm
mounting bolt of any distribution
underbuild. This dimension is valid for
spans of 300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If there is a
possibility of energizing a broken or
sagging down guy then guy strain
insulators are required. Anchor type may
also require the use of guy strain
insulators. See Section 04.
4. Avian. Eagle safe construction requires
138 kV steel construction insulators or
larger. See 06-10-04.

More
Than
80
Scale: 1" = 58.8235'
o

(Distribution)
SCALE: 1'-0" = 600'-0"
Guy Anchoring

2 Direction Guy

See note 4.
01-075-02 Revised 04/14 Transmission
138 kV D2S Structure
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-150 Insulator Assembly
04-100 Anchoring 08-170 Shield Wire Assembly
04-510 Down Guy Assembly 08-350 Conductor DE Clamps
04-600 Insulating Guys
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA) (TI138W)
Detail C
Pole Grounding

3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Transmission Revised 04/14 01-075-03
138 kV D2S Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 24 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 200 lb WIRE GALV GUY 3/8EHS
4060 8 CN PG 1 BLT 6-2/0
4727 8 INS GUY STR 30000 78
4845 10 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5184 1 WSHR SPR 11/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 8 CLIP BONDING 3/4 IN
Note 1 2 GRIP GUY AUT (size)
5310 4 GRIP GUY AUT 3/8
5311 4 GRIP GUY AUT 3/8 LNG
5316 24 GRIP GUY FMD 3/8 EHS
5328 16 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 16 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 8 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 16 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used where there is no distribution underbuild.
1 Refer to page 08-170-01 for Automatic Deadend
Assembly.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - 2 4
5124 BLT GALV MCH 3/4X14
Pole Eye 4 4 8 10 8
5125 BLT GALV MCH 3/4X16
Pole Eye 4 8 8 4 4
5126 BLT GALV MCH 3/4X18
Pole Eye 4 4 - - -
5127 BLT GALV MCH 3/4X20
Pole Eye 4 - - - -

PassPort Codes
CU Codes Qty
TASB 1
TI138W 6
TPEA 8

Transmission Revised 04/14 01-080-01
138 kV D2S-HP Structure
Application. The D2S-HP structure is used to Deadend line tension in 2 directions with Shield wire
and Horizontal Post jumper support. It is a 138 kV vertical configuration structure built with polymer or
ball and socket disc insulators and used when there is a change in line tension or in conductor size. This
structure is intended for use with line angles between 30°-80°. For line angles greater than 80°, see
structure D2S on page 01-075-01.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138 kV steel
construction deadend
insulators or larger.
See 06-10-04.

TYP
5"
6"
3"
Detail B
Detail A
5308
8'-0"
Detail C
Detail D
5316
5311
5310
6'-0"
6'-0"
5311
5310
4"
4"
See note 1.
12'-0" min.
to distribution
underbuild.
See note 2.
4727
See Note 3.

See note 4.
01-080-02 Revised 04/14 Transmission
138 kV D2S-HP Structure

For hardware details and PassPort Codes see sections:
02-002 Grounding 08-150 Insulator Assembly
04-100 Anchoring 08-170 Shield Wire Assembly
04-510 Down Guy Assembly 08-200 Horizontal Post Insulator Clamps
04-600 Insulating Guys 08-205 Polymer Clp Top Adapter
06-200 Porc Horizontal Post Ins 08-350 Conductor Deadend Clamps
06-300 Polymer Horizontal Post Ins
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Deadend in 2 Directions at
Angles between 30°-80° Guy Anchoring

Scale: 1" = 55.56'
30 - 80 o
o
o

SCALE: 1'-0" = 600'-0"
(Distribution)
3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Detail B
Pole Eye Assembly
(TPEA)

Transmission Revised 04/14 01-080-03
138 kV D2S-HP Structure

Detail C
Pole Grounding

Detail D
Post Insulator Mount
(T1138HP)

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448

22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

01-080-04 Revised 04/14 Transmission
138 kV D2S-HP Structure
Detail F
Pole Insulator Adapter
(TI138W) (TCTA)

4744
4806
Note 7
4785
Note 4
4839
Note 3
Note 5
Note 6
Transmission Revised 04/14 01-080-05
138 kV D2S-HP Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 29 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 200 lb WIRE GALV GUY 3/8EHS
4060 8 CN PG 1 BLT 6-2/0
Note 1,6 2 CN PG (qty) BLT (size)
Note 1,3 6 DE BLTD AL (size)
Note 2,7 6 DE CMPR AL (size)
4727 8 INS GUY STR 30000 78
4744 3 INS HRZ 138 PLMR WD
4785 6 INS SUSP 138KV WD10K
4806 3 ADPTR CLT H138KV INS
Note 4 3 CLP LP INS (size)
Note 1,5 6 SCKT EYE HL (size)
48392 6 SCKT CLV HL 52-3
4845 10 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch 6 BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4 X15/16
5279 1 CLIP BONDING 5/8 IN
5280 8 CLIP BONDING 3/4 IN
5281 3 CLIP BONDING 7/8 IN
Note 8 1 GRIP GUY AUT 5/16 RL
5310 4 GRIP GUY AUT 3/8
5311 4 GRIP GUY AUT 3/8 LNG
5316 24 GRIP GUY FMD 3/8 EHS
5328 16 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 16 NUT MF 3/4 IN
5343 6 NUT MF 7/8 IN
5350 1 NUT GALV PLAIN 5/8
5351 8 NUT GALV PLAIN 3/4
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
Bill of Material continues in the next column
Bill of Materials (continued)
Cat. ID Qty Description
5374 1 lb STAPLE FENCE 1 1/2
4806 3 ADPTR CLT H138KV INS
5700 20 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Use these items with the bolted DE clamp.
2 Use these items with the compression DE clamp.
3 Refer to page 08-200-03 for bolted deadend clamps.
4 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
5 Refer to page 2-311 in the Materials Manual for hot line
socket eyes.
6 Refer to page 08-200-06 for parallel groove connectors.
7 Refer to page 08-200-04 for compression deadend
clamps.
8 Refer to page 08-170-01 for Automatic Deadend
Assembly.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - 2 4
5124 BLT GALV MCH 3/4X14
Pole Eye 4 4 8 10 8
5125 BLT GALV MCH 3/4X16
Pole Eye 4 8 8 4 4
5126 BLT GALV MCH 3/4X18
Pole Eye 4 4 2 4 4
5127 BLT GALV MCH 3/4X20
Pole Eye 6 4 4 2 2
5141 BLT GALV MCH 7/8X22
Post Ins. 2 2 - - -
5142 BLT GALV MCH 7/8X24
Post Ins. 2 - - - -
PassPort Codes
CU Codes Qty
TASB 1
TCTA 3
TI138HP 3
TI138W 6
TPEA 8

Transmission Revised 04/14 01-081-01
Application. The D2-HP structure is used to Deadend line tension in 2 directions with Horizontal
Post jumper support. It is a 138 kV vertical configuration structure built with polymer or ball and socket
disc insulators and used when there is a change in line tension or in conductor size. This structure is
intended for use with line angles between 30°-80°. For line angles greater than 80°, see structure D2 on
page 01-075-01. A similar structure, the D2S-HP, makes provision for a shield wire. See page 01-080-01.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of
the lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain
a minimum of 12' to the
crossarm mounting bolt of any
distribution underbuild. This
dimension is valid for spans of
300' or less. For longer spans,
consult with engineering.
3. Construction Practice. If
there is a possibility of
energizing a broken or sagging
down guy then guy strain
insulators are required. Anchor
type may also require the use
of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138 kV steel
construction deadend
insulators or larger.
See 06-10-04.

See note 4.

30 - 80 o
o
o
Deadend in 2 Directions at
Angles between 30°-80° Guy Anchoring

138 kV D2-HP Structure

(Distr ibution)

Typ.
5"
4"
6"
3"
Detail D
Detail A
3669
5316
3669
5311
5310
6'-0"
Detail C
6'-0"
5310
4727
See Note 3.
Detail B
See note 1.12'-0" min.
to distribution
underbuild.
See note 2.

01-081-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-150 Insulator Assembly
04-100 Anchoring 08-170 Shield Wire Assembly
04-510 Down Guy Assembly 08-200 Horizontal Post Insulator Clamps
04-600 Insulating Guys 08-205 Polymer Clp Top Adapter
06-200 Porc Horizontal Post Ins 08-350 Conductor Deadend Clamps
06-300 Polymer Horizontal Post Ins
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)
Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Pole Eye Assembly
(TPEA)

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657

Detail C
Pole Grounding
138 kV D2-HP Structure
Transmission Revised 04/14 01-081-03

Detail D
Post Insulator Mount
(TI138HP)

Detail F
Pole Insulator Adapter
(TI138W) (TCTA)

22150
5700
5343
5352 5173
28806
See bolt sch
4744
5281
1'-0"

4744
4806
Note 8
4785
Note 5
4839
Note 4
Note 6
Note 7
138 kV D2-HP Structure
01-081-04 Revised 04/14 Transmission
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 23 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3669 150 lb WIRE GALV GUY 3/8EHS
4060 6 CN PG 1 BLT 6-2/0
Note 2,7 2 CN PG (qty) BLT (size)
Note 2,4 6 DE BLTD AL (size)
Note 3,8 6 DE CMPR AL (size)
4706 Note 1 1 MLDG GRD PSTC 1X8 FT
4727 6 INS GUY STR 30000 78
4744 3 INS HRZ 138 PLMR WD
4785 6 INS SUSP 138KV WD10K
4806 3 ADPTR CLT H138KV INS
Note 5 3 CLP LP INS (size)
Note 2,6 6 SCKT EYE HL (size)
4839 Note 3 6 SCKT CLV HL 52-3
4845 6 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch 6 BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5173 6 WSHR CRVD 4X4 X15/16
5279 1 CLIP BONDING 5/8 IN
5280 8 CLIP BONDING 3/4 IN
5281 3 CLIP BONDING 7/8 IN
Note 9 1 GRIP GUY AUT (size)
5310 4 GRIP GUY AUT 3/8
5311 2 GRIP GUY AUT 3/8 LNG
5316 18 GRIP GUY FMD 3/8 EHS
5328 12 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 12 NUT MF 3/4 IN
5343 6 NUT MF 7/8 IN
5350 1 NUT GALV PLAIN 5/8
5351 6 NUT GALV PLAIN 3/4
5352 3 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 Note 1 6 STAPLE MLD SQ BARBED
4806 3 ADPTR CLT H138KV INS
5700 18 CONN, C-TAP, #6 to #6
Bill of Material continues on the next column
Bill of Materials (continued)
Cat. ID Qty Description
22147 1 WSHR DBL COIL 11/16 HOLE
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 To be used when there is no distribution underbuild.
2 Use these items with bolted DE clamps.
3 Use these items with compression DE clamps.
4 Refer to page 08-200-03 for bolted deadend clamps.
5 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
6 Refer to page 2-311 in the Materials Manual for hot line
socket eyes.
7 Refer to page 08-200-06 for parallel groove connectors.
8 Refer to page 08-200-04 for compression deadend
clamps.
9 Refer to page 08-170-01 for Automatic Deadend
Assembly.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye 4 4 8 12 10
5125 BLT GALV MCH 3/4X16
Pole Eye 4 8 4 - -
5126 BLT GALV MCH 3/4X18
Pole Eye 4 - - - -
5137 BLT GALV MCH 7/8X14
Post Ins. - - - - 0
5138 BLT GALV MCH 7/8X16
Post Ins. - 0 0 0 2
5139 BLT GALV MCH 7/8X18
Post Ins. 2 2 4 6 4
5140 BLT GALV MCH 7/8X20
Post Ins. 2 4 2 - -
5141 BLT GALV MCH 7/8X22
Post Ins. 2 - - - -
PassPort Codes
CU Codes Qty
TASB 1
TCTA 3
TI138HP 3
TI138W 6
TPEA 6

138 kV D2-HP Structure
Transmission Revised 04/14 01-141-01
Application. This “TR-HL” structure is a 69-kV TRiangular configuration built with polymer ‘Hi-
Lite®’ insulators. It is used for tangent construction where small angles are involved and where a shield
wire is not required.
This configuration is not applicable in rural areas due to raptor issues. For preferred 69-kV raptor
construction, refer to 138-kV “TR-HL” on page 01-041-01. Consult with T&D Design and the
Environmental Department before using this design in rural areas.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution underbuild. This
dimension is valid for spans of 300' or less. For longer spans, consult with engineering.

See Note 2
Detail A
4737
Detail C
Detail B
4743
Detail E
See Note 1
Detail D
Note 1 & 3 Bill of Materials
2'-6"
12'-0"
min.
3"

69-kV TR-HL Structure
01-141-02 Revised 04/14 Transmission
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

7"
22147
5279
5341
5350
See bolt sch
5170
Note 1 & 3
4737
4874

7"
22149
5280
5342
5351
5169
48235
See bolt sch
4737
8"
28806
3"

Detail A
Anti-Split Bolt Assembly
(TASB)
Detail B
Pole Top Bracket Mount
(TPTB) + (TI69VP)
See bolt Sch
5700
22149
28806
5280
5351
5342Note 1 & 3
LAPP = 12" O.B. = 12"

Note 1 & 3
4737
4874
48235
Detail C
Post Insulator Mount
(TI69HPDC) Detail D
Insulator Assembly Detail
69-kV TR-HL Structure
Transmission Revised 04/14 01-141-03
For hardware details and PassPort Codes see sections:
02-002 Grounding 08-200 Clamp
08-300 Suspension Clamp 11-010 Armor Rod

Detail E
Pole Grounding
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 3 CLP INS ALUM (size)
Note 3 3 ARMOR ROD AL (size)
28806 2 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4706* 1 MLDG GRD PSTC 1X8 FT
4737 1 INS VERT CLT 69 PLMR
4743 2 INS HRZ CLT 69 PLMR
4874 1 STUD INS 3/4X1 3/4
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV DA 3/4X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
5169 2 WSHR CRVD 3X3X1/, 13/16
5170 2 WSHR CRVD 3X3X1/4, 11/16
48235 1 BRKT POLETOP 69KV INS
5279 1 CLIP BONDING 5/8 IN
5280 3 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 7 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 1 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 6 WSHR DBL COIL 13/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
3 Refer to page 11-010-01 for armor rods.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Post Mnt. - - 2 2 2
5065 BLT GALV DA 3/4X20
Post Mnt. 2 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Top Mnt. - - - 2 2
5124 BLT GALV MCH 3/4X14
Top Mnt. - - 2 2 2
5125 BLT GALV MCH 3/4X16
Top Mnt. 2 2 - -

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
PassPort Codes
CU Codes Qty
TASB 1
TI69HPDC 1
TI69VP 1
TPTB 1

69-kV TR-HL Structure
Transmission Revised 04/14 01-151-01
Application. The “TV-DC-HL” structure is a 46-kV or 69-kV Tangent Vertical Double Circuit
structure with polymer ‘Hi-Lite’ insulators. It is used for construction where there are small or no angles
involved and where a shield wire is not required. When two circuits are required, it provides a cost
effective alternative to constructing two separate lines
Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances..
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering

Detail A
Detail B1'-0"
5'-0"
5'-0"
12'-0"
min.
See Note 2
Detail C
4743
See Note 1
Note 1 & 3 Bill of Materials

46-kV & 69 kV TV-DC-HL Structure
01-151-02 Revised 04/14 Transmission
See bolt Sch
5700
22149
28806
5280
5351
5342Note 1 & 3
LAPP = 12" O.B. = 12"

Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly
(TASB)

Detail B
Post Insulator Mount
(TI69HPDC)

3"
22147
5279
5341
5350
See blt sch
5170

46-kV & 69 kV TV-DC-HL Structure
Transmission Revised 04/14 01-151-03
For hardware details and PassPort Codes see sections:
02-002 Grounding 11-010 Armor Rod
08-300 Clamp

Detail C
Pole Grounding
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 1 6 CLP INS ALUM (size)
Note 3 6 ARMOR ROD AL (size)
28806 5 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
4706* 1 MLDG GRD PSTC 1X8 FT
4743 6 INS HRZ CLT 69 PLMR
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV DA 3/4X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5279 1 CLIP BONDING 5/8 IN
5280 3 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 12 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 12 WSHR DBL COIL 13/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator conductor
clamps and clamp top adapters.
3 Refer to page 11-010-01 for armor rods.

Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Post Mnt. - 2 6 6 6
5065 BLT GALV DA 3/4X20
Post Mnt. 4 4 - - -
5066 BLT GALV DA 3/4X22
Post Mnt. 2 - - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
PassPort Codes
CU Codes Qty
TASB 1
TI69HPDC 3

46-kV & 69 kV TV-DC-HL Structure
Transmission Revised 04/14 01-180-01
46 kV & 69 kV DEBA2 Structure
Application. The DEBA2 structure is a Dead End Buck Arm configuration used where a
2 directional deadend is required on 46 kV and 69 kV lines. The loading of this structure is limited by the
vertical component of force applied to the down guy; not by the arm strength. This structure should only
be used with 2/0 Quail, 4/0 Penguin, 247 MCM Alliance, and other small conductors strung with low
design tensions. Consult T&D Design for design tensions above 2000 lbs per phase.

SCALE: 1" = 37.04"
Maintain
required
clearances
48"
For Deadend Arm mounting,
grounding, and bonding details, see
Details A,B, and D.
For Anti-Split bolt
assembly details,
see Detail C.
5314
5320
3671
4727
Note 2- Bill of Materials

01-180-02 Revised 04/14 Transmission
46 kV & 69 kV DEBA2 Structure
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail B
4961

Detail A
Bonding Crossarm Hardware
(TALDE10H)

Scale: 1" = 9.325"

4737
22149
53515185
4875
Stud assembly includes:
square nut, MF lock nut,
2 1/4" square washer, and
lock washer.

8"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1'-0" = 8'-0"

Detail B
Bonding Detail
(TSS7.5) (TI69VP)
Detail C
Anti-Split Bolt Assembly
(TASB)
Transmission Revised 04/14 01-180-03
46 kV & 69 kV DEBA2 Structure

5"
5345
5700
Detail C
6"
4"
4"
4783
4737
See note 1.
Note 1-
If the lower guy mounting
position is used, a 4th
mounting bolt may be
required. Consult with
T&D Design.
22149
5342
5351
5172
See bolt sch
22150
5343
5173
See bolt sch
5281
22150
5343
5352 5173
See bolt sch
5352
Note 1 - Bill of Materials
3657
28806

Detail D
Deadend Arm Mounting
(TI69W)
01-180-04 Revised 04/14 Transmission
46 kV & 69 kV DEBA2 Structure

12'
min.
48"
See Section 04
for proper application
of guy strain insulators.

Detail E
Distribution Underbuild

Detail F
Pole Grounding
18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
Transmission Revised 04/14 01-180-05
46 kV & 69 kV DEBA2 Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 6 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3671 90 lb WIRE GALV GUY 1/2 EHS
Note 2 2 CN PG (qty) BLT (size)
4706* 1 MLDG GRD PSTC 1X8 FT
4727 2 INS GUY STR 30000 78
4737 2 INS VERT CLT 69 PLMR
4783 6 INS SUSP 69KV WD 10K
Note 1 3 CLP INS ALUM (size)
4875 2 STUD INS 3/4x7 1/2
4961 2 XARM 10 FT HVY DE
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5172 2 WSHR CRVD 4x4x13/16
5173 4 WSHR CRVD 4x4x15/16
5279 1 CLIP BONDING 5/8 IN
5280 2 CLIP BONDING 3/4 IN
5281 2 CLIP BONDING 7/8 IN
5314 2 GRIP GUY AUT 1/2 LNG
5320 2 GRIP GUY FMD 1/2 EHS
5341 1 NUT MF 5/8 IN
5342 2 NUT MF 3/4 IN
5343 4 NUT MF 7/8 IN
5345 2 NUT EYE GALV 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 2 NUT GALV PLAIN 3/4
5352 2 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 3 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 2 WSHR DBL COIL 13/16 HOLE
22150 4 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator conductor
clamps.
2 Refer to page 08-200-06 for parallel groove connectors.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5126 BLT GALV MCH 3/4X18
Crossarm - - - - 2
5127 BLT GALV MCH 3/4X20
Crossarm - - 2 2 -
5128 BLT GALV MCH 3/4X22
Crossarm 2 2 - - -
5138 BLT GALV MCH 7/8X16
Crossarm - - - - 4
5139 BLT GALV MCH 7/8X18
Crossarm - - 4 4 -
5140 BLT GALV MCH 7/8X20
Crossarm 4 4 - - -

PassPort Codes
CU Codes Qty
TALDE10H 2
TASB 1
TI69VP 2
TI69W 6
TSS7.5 2

Transmission Revised 04/14 01-190-01
For Deadend Arm mounting,
grounding, and bonding details, see
Details A,B, and C.
For ADE structures with
distribution underbuild, see
Detail D.
Detail E
4727
5314
5320
3671
Note 2 Bill of Materials

Application. The ADE structure is used on 46-kV and 69-kV lines. It is constructed with an
Aluma-Form deadend arm.

46-kV & 69-kV ADE Structure
01-190-02 Revised 04/14 Transmission
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Deadend Arm Mounting
(TI69W)

5"
5345
5700
4"
4"
6"
3"
4737
22149
5342
5351
5172
See bolt sch
Note 1 - Bill of Materials
4783
Note 1-
If the lower guy mounting
position is used, a 4th
mounting bolt may be
required. Consult with
T&D Design.
See note 1.
22150
5343
5352
5173
See bolt sch
5281
22150
5343
5352 5173
See bolt sch
3657
28806

46-kV & 69-kV ADE Structure
Transmission Revised 04/14 01-190-03
Detail C. Pole Top Bracket Mount Detail D. Bonding Detail
(TI69VP) (TPTB) (TSS7.5) (TI69VP)

Detail B. Crossarm Hardware Bonding
(TALDE10H)

Detail D
Detail C
4961
48235
4874 4737

7"
22149
5280
5342
5351
5169
48235
See bolt Sch
4737
8"
3513
3"

4737
22149
53515280
4875
Stud assembly
includes square nut,
MF lock nut,
2-1/4" square washer,
and lock washer.
Note 1

46-kV & 69-kV ADE Structure
01-190-04 Revised 04/14 Transmission
Detail E
Distribution Underbuild

Detail F
Pole Grounding

See page 04-600-01
for proper application
of guy strain insulators.
12'
min.

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
46-kV & 69-kV ADE Structure
Transmission Revised 04/14 01-190-05
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 8 ft CND CU SLD SD BR 6
3657 80 ft CND CW SLD 6
3671 45 lb WIRE GALV GUY 1/2EHS
Note 2 2 CN PG (qty) BLT (size)
4706* 1 MLDG GRD PSTC 1X8 FT
4727 1 INS GUY STR 300000 78
4737 3 INS VERT CLT 69 PLMR
4783 6 INS SUSP 69KV WD 10K
Note 1 3 CLP INS ALUM (size)
4874 1 STUD INS 3/4 X 7 1/2
4875 2 STUD INS 3/4x7 1/2
4961 1 XARM 10 FT HVY DE
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV DA 3/4X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5169 2 WSHR CRVD 3X3X1/4, 13/16
5170 2 WSHR CRVD 3X3X1/4, 11/16
5172 1 WSHR CRVD 4X4X1/4, 13/16
5173 2 WSHR CRVD 4X4X1/4, 15/16
48235 1 BRKT POLETOP 69KV INS
5279 1 CLIP BONDING 5/8 IN
5280 5 CLIP BONDING 3/4 IN
5281 1 CLIP BONDING 7/8 IN
5314 1 GRIP GUY AUT 1/2 LNG
5320 1 GRIP GUY FMD 1/2 EHS
5341 1 NUT MF 5/8 IN
5342 6 NUT MF 3/4 IN
5343 2 NUT MF 7/8 IN
5345 2 NUT EYE GALV 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 9 NUT GALV PLAIN 3/4
5352 2 NUT GALV PLAIN 7/8
5371 1 lb NAIL GALV 10D
5372 40 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376* 6 STAPLE MLD SQ BARBED
5700 1 CONN, C-TAP, #6 to #6
22147 1 WSHR DBL COIL 11/16 HOLE
22149 6 WSHR DBL COIL 13/16 HOLE
22150 2 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator conductor
clamps.
2 Refer to page 08-200-06 for parallel groove connectors.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5065 BLT GALV DA 3/4X20
Crossarm - - - - 1
5066 BLT GALV DA 3/4X22
Crossarm - - 1 1 -
5067 BLT GALV DA 3/4X24
Crossarm 1 1 - - -
5124 BLT GALV MCH 3/4X14
Top Mnt. - - 2 2 2
5125 BLT GALV MCH 3/4X16
Top Mnt. 2 2 - - -
5138 BLT GALV MCH 7/8X16
Crossarm - - - - 2
5139 BLT GALV MCH 7/8X18
Crossarm - - 2 2 -
5140 BLT GALV MCH 7/8X20
Crossarm 2 2 - - -

PassPort Codes
CU Codes Qty
TALDE10H 1
TI69VP 3
TI69W 6
TPTB 1
TSS7.5 2
46-kV & 69-kV ADE Structure
Transmission Revised 04/14 01-350-01
Application. This Tangent structure is used for 46-kV and 69-kV. This structure is assembled using
vertical polymer post insulators on an 11' crossarm with saddles to support the insulators. The center
insulator is mounted on a pole top bracket that shares the through bolt of the crossarm. This is the
preferred 69-kV structure in eagle and hawk zones.

Detail C
Detail D
Detail A
Detail B
12" min.
40"
10'-0"Detail E

NOTE. When designing and building
this configuration, always face the
transmission and distribution underbuilt
arms on the same side of the pole. On
this page, the distribution underbuilt
crossarm was intentionally shown on
the opposite of the transmission arm to
illustrate the clarity of bonding
46-kV & 69-kV Tangent Structure
01-350-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding 11-010 Armor Rod
08-200 Clamp
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

4737
See bolt Sch
5170
22149
5351
5280
5342
5193
28806
5341See bolt Sch
5350
5279
5350
22147
495022149
5351
5342

5351
5169

Detail A
Insulator & Saddle (TXASAD, T169VP)
Detail B
Insulator & Pole Top Bracket
(TPTB) (TI69VP) (TASB)

Detail C Crossarm Mounting & Bonding (TASM11)

12"
5279
5341
5350
48235
See bolt sch
5170

8"
22147 4"
4737
4874

Note 1
4737
22149
5351
5106
5180
5359
22147
5279
5341
5350
5280
48775342

46-kV & 69-kV Tangent Structure
Transmission Revised 04/14 01-350-03

Detail D
Brace Attachment

22146 5099
5188
5177
5340
5240
5349
22147
5341
See bolt sch
51705350
5240

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
Detail E
Pole Grounding
46-kV & 69-kV Tangent Structure
01-350-04 Revised 04/14 Transmission
Bill of Materials
See the Work Order and PassPort for current Bill
of Materials information.
Cat. ID Qty Description
3657 55 ft CND CU CW SLD 6
4706* 1 MLDG PSTC GRD WIRE
4737 3 INS LNPST POLY 69 KV CL
4874 1 STUD, INSUL, 3/4x1-3/4"
4877 2 STUD, INSUL, 3/4x14"
Note 1 3 CLP INS ALUM (size)
4950 1 XARM, WOOD, 11 FT HD
5034 1 ROD GRD 5/8 X 8 FT
5099 2 BLT GALV MCH 1/2X10"
5106 2 BLT GALV MCH 5/8X8"
5169 1 WSHR CRVD 3X3X1/4, 13/16"
5170 3 WSHR CRVD 3X3X1/4, 11/16"
5177 2 WSHR FLGD 3X3, F/1/2" BLT
5180 4 WSHR RND 11/16" HOLE
5188 2 WSHR SQ 2X2, 9/16" HOLE
5193 1 WSHR SQ 4X4, 13/16" HOLE
48235 1 BRKT, POLE TOP, 69kV
5240 1 pr BRC XARM WOOD 72"
5279 3 CLIP BONDING 5/8"
5280 3 CLIP BONDING 3/4"
5340 2 NUT MF 1/2"
5341 4 NUT MF 5/8"
5342 4 NUT MF 3/4"
5349 2 NUT GALV PLAIN 1/2"
5350 6 NUT GALV PLAIN 5/8"
5351 7 NUT GALV PLAIN 3/4"
5359 4 SADDLE CROSSARM
5371 1 lb NAIL CW 10D
5372 25 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1-1/2"
5376* 6 STAPLE SQ BARBED
22146 2 WSHR DBL COIL 9/16" HOLE
22147 4 WSHR DBL COIL 11/16" HOLE
22149 4 WSHR DBL COIL 13/16" HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
28806 4 ft. CND CU BR SLD 6 SD
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator conductor
clamps.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5126 BLT GALV MCH 3/4X18
Crossarm - - - - 1
5127 BLT GALV MCH 3/4X20
Crossarm - - 1 1 -
5128 BLT GALV MCH 3/4X22
Crossarm 1 1 - - -
5124 BLT GALV MCH 3/4X14
PT Bracket - - 1 1 1
5125 BLT GALV MCH 3/4X16
PT Bracket 1 1 - - -
5109 BLT GALV MCH 5/8X14
Bottom Brace - - - - 1
5110 BLT GALV MCH 5/8X16
Bottom Brace - - 1 1 -
5111 BLT GALV MCH 5/8X18
Bottom Brace 1 1 - - -

PassPort Codes
CU Codes Qty
TASB 1
TASM11 1
TI69VP 3
TPTB 1
TXASAD 2

Bonding and Grounding. The pole ground is to be terminated in a halo at a minimum of 12"
below the attachment point of the crossarm brace. Any outside insulator steel pins on the crossarm are to
be bonded to the crossarm anti-split bolts and the center insulator steel pin is to be bonded to the crossarm
through-bolt and the pole anti-split bolt. These changes have been made to help eliminate the problem of
nuisance tripping and the extreme difficulty that follows in attempting to locate the source of the problem.
The pole ground is terminated in a halo to eliminate radio noise and near the top of the pole to provide a
convenient ground point for maintenance personnel. For additional details concerning appropriate
grounding practices, see page 02-002-01.

46-kV & 69-kV Tangent Structure
Transmission Revised 04/14 01-450-01
46 kV & 69 kV GX-14D1 Structure

SCALE: 1'-0" = 40'-0"
4'-0"
6'-6"
4951
5700
36574727
A
A
B
B
Down
Guy
5261
Down
Guy
1'-0"
Detail C
Detail D
Detail B
Detail A
4783
Note 1 - Bill of Materials
5239

Application. The GX-14D1 is an H-frame deadend structure used to deadend line tension in one
direction. It is used as a 46 kV or a 69 kV, horizontal configuration structure, built with a 14' crossarm and
an X-brace. The structure is commonly used in conjunction with a flying tap.

Notes:
1. Design Reference. Use the elevation of
the bottom bolt of the lowest insulator
mount as a conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain a minimum
of 12' to the crossarm mounting bolt of any
distribution underbuild. This dimension is
valid for spans of 300' or less. For longer
spans, consult with engineering.
3. Construction Practice. If there is a
possibility of energizing a broken or
sagging down guy then guy strain
insulators are required. Anchor type may
also require the use of guy strain
insulators. See Section 04.
4. Avian. Eagle safe construction requires
138 kV steel construction insulators or
larger. See 06-10-04.

See note 4.
01-450-02 Revised 04/14 Transmission
46 kV & 69 kV GX-14D1 Structure
For hardware details and PassPort Codes, see sections:
02-002 Grounding Information 04-600 Down Guy Assembly
04-000 Anchoring 08-150 Deadend Insulator Assembly
04-100 Anchoring 08-350 Conductor Clamps
04-300 Anchoring 10-050 Vibration Dampers
04-510 Down Guy Assembly
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A Section A-A
Anti-Split Bolt Assembly Deadend Attachment (TI69W)
(TASB) (Materials not labeled are supplied with the crossarm)

Section B-B
Crossarm Mount (TAG14) & Pole Eye Assembly (TPEA)

3"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1" = 13.889"

5310
3669
5318
4727
5328
4"
5" Typ.
4"
4"
16"
See bolt Sch
22150
5281
5352
5343
3657
Detail A
5700
See blt sch
5280
5351
5342
Nut & Bolt
Assembly
Nut & Bolt
Assembly
28806

47834865
4838 4951

Transmission Revised 04/14 01-450-03
46 kV & 69 kV GX-14D1 Structure

Detail B
Upper X-Brace Mount
(TXB6)

Detail C
Lower X-Brace Mount
(TXB6)
Detail D
Pole Grounding

SCALE: 1'-0" = 12'-6"
See bolt sch
5343 5173
5352

SCALE: 1'-0" = 12'-6"
See bolt sch
5173
5281
5352
5343
22149
5700

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
01-450-04 Revised 04/14 Transmission
46 kV & 69 kV GX-14D1 Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 15 ft CND CU SLD SD BR 6
3657 160 ft CND CW SLD 6
3669 50 lb WIRE GALV GUY 3/8EHS
4706 Note 1 2 MLDG GRD PSTC 1X8 FT
Note 2 3 DE BLTD AL (size)
4727 2 INS GUY STR 30000 78
4783 3 INS SUSP 69KV WD 10K
4838 3 SHKL AN 5/8x2.75 30K
4951 1 XARM ASSY DE 4X10X14
5034 2 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 4 WSHR CRVD 3X3 X11/16
5172 4 WSHR CRVD 4X4 X13/16
5239 1 pr BRC X 2BY3 & 6-6 PS
5261 1 CENTER CLAMP
5279 2 CLIP BONDING 5/8 IN
5280 2 CLIP BONDING 3/4 IN
5281 2 CLIP BONDING 7/8 IN
5310 2 GRIP GUY AUT 3/8
5316 2 GRIP GUY FMD 3/8 EHS
5328 4 EYE POLE PLT HD
5341 2 NUT MF 5/8 IN
5342 4 NUT MF 3/4 IN
5343 4 NUT MF 7/8 IN
5350 2 NUT GALV PLAIN 5/8
5351 7 NUT GALV PLAIN 3/4
5352 2 NUT GALV PLAIN 7/8
5371 2 lb NAIL GALV 10D
5372 90 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 Note 1 12 STAPLE MLD SQ BARBED
5700 8 CONN, C-TAP, #6 to #6
22147 2 WSHR DBL COIL 11/16 HOLE
22149 4 WSHR DBL COIL 13/16 HOLE
22150 4 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 To be used when there is no distribution underbuild.
2 Refer to page 08-200-03 for bolted deadend clamps.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 2 2 2
5109 BLT GALV MCH 5/8X14
Anti-split 2 2 - - -
5125 BLT GALV MCH 3/4X16
Pole eye* - - 4 8 8
5126 BLT GALV MCH 3/4X18
Pole eye* 4 4 4 - -

5127 BLT GALV MCH 3/4X20
Pole eye* 4 4 - - -
5137 BLT GALV MCH 7/8X14
Crossarm - - - - 4
5138 BLT GALV MCH 7/8X16
Crossarm - - 4 4 -
5139 BLT GALV MCH 7/8X18
Crossarm 4 4 - - -
* Or cross brace

PassPort Codes
CU Codes Qty
TAG14 1
TASB 2
TI69W 3
TPEA 2
TXB6 1

Transmission Revised 04/14 01-455-01
46 kV & 69 kV GX-14 Structure
Application. The GX-14 is a 46 kV or a 69 kV, two directional, H-frame, deadend structure built with
an X-brace and a 14-foot crossarm. It is used to deadend line tension in two directions where there is a
change in line tension or a change in conductor size.
Down
Guy
Down
Guy
SCALE: 1'-0" = 40'-0"
4'-0"
6'-6"
4951
Detail C
4727
A
A
B
B
5239
WW
Detail D
Detail A
Detail B
1'-0"
4737 3'-3"
3657
5261

01-455-02 Revised 04/14 Transmission
46 kV & 69 kV GX-14 Structure
For hardware details and PassPort Codes, see sections:
02-002 Grounding Information 08-150 Deadend Insulator Assembly
04-000 Anchoring 08-350 Conductor Clamps
04-510 Down Guy Assembly 10-050 Vibration Dampers
06-200 Vertical Post Insulators
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Section A-A Section W-W
Deadend Attachment (Supplied with crossarm) Jumper Support
(TI69W) (TI69VP)
Section B-B. Crossarm Mount & Pole Eye Assembly (TAG14)(TPEA)
SCALE: 1'-0" = 15'-7.5"
5342
5280 22147
4877 5351
4737

6"3"
4805
Note 1
4737

5310
4"
4"
4"
16"3657
Detail A
28806
4352
3669
5318
4727
5328 See bolt sch
22150
5281
5352
5343
Nut & Bolt Assembly #1
See bolt sch
5280
5351
5342
Nut & Bolt Assembly #2
See Nut & Bolt Assembly #1
5" Typ

Transmission Revised 04/14 01-455-03
46 kV & 69 kV GX-14 Structure

Detail A
Anti-Split Bolt Assembly (TASB)

Detail B
Lower X-Brace Mount (TXB6)

Detail C
Lower X-Brace Mount (TXB6)

Detail D
Pole Grounding

SCALE: 1'-0" = 12'-6"
See bolt sch
5173
5281
5352
5343
22149
5700

See bolt sch
5342 5172
5351

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
8"
22147
5279
5341
5350
See blt sch
5170
SCALE: 1'-0" = 8'-0"

01-455-04 Revised 04/14 Transmission
46 kV & 69 kV GX-14 Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 12 ft CND CU SLD SD BR 6
3657 160 ft CND CW SLD 6
3669 100 lb WIRE GALV GUY 3/8EHS
4706 Note 1 2 MLDG GRD PSTC 1X8 FT
4727 4 INS GUY STR 30000 78
4737 3 INS VERT CLT 69 PLMR
4805 3 ADPTR CLT V138KV INS
Note 2 3 CLP LP INS (size)
4877 3 STUD INS 3/4X14 WD
4951 1 XARM ASSY DE 4X10X14
5034 2 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 4 WSHR CRVD 3X3 X11/16
5172 4 WSHR CRVD 4X4 X13/16
5239 1 pr BRC X 2BY3 & 6-6 PS
5261 1 CENTER CLAMP
5279 2 CLIP BONDING 5/8 IN
5280 7 CLIP BONDING 3/4 IN
5281 2 CLIP BONDING 7/8 IN
5310 4 GRIP GUY AUT 3/8
5316 4 GRIP GUY FMD 3/8 EHS
5328 4 EYE POLE PLT HD
5341 2 NUT MF 5/8 IN
5342 11 NUT MF 3/4 IN
5343 4 NUT MF 7/8 IN
5350 2 NUT GALV PLAIN 5/8
5351 7 NUT GALV PLAIN 3/4
5352 2 NUT GALV PLAIN 7/8
5371 2 lb NAIL GALV 10D
5372 90 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 Note 1 12 STAPLE MLD SQ BARBED
5700 7 CONN, C-TAP, #6 to #6
22147 2 WSHR DBL COIL 11/16 HOLE
22149 7 WSHR DBL COIL 13/16 HOLE
22150 4 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 To be used when there is no distribution underbuild.
2 Refer to page 08-200-01 for line post insulator clamps.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 2 2 2
5109 BLT GALV MCH 5/8X14
Anti-split 2 2 - - -
5125 BLT GALV MCH 3/4X16
Pole eye* - - 4 8 8
5126 BLT GALV MCH 3/4X18
Pole eye* 4 4 4 - -

5127 BLT GALV MCH 3/4X20
Pole eye* 4 4 - - -
5137 BLT GALV MCH 7/8X14
Crossarm - - - - 4
5138 BLT GALV MCH 7/8X16
Crossarm - - 4 4 -
5139 BLT GALV MCH 7/8X18
Crossarm 4 4 - - -
* Or cross brace

PassPort Codes
CU Codes Qty
TAG14 1
TASB 2
TI69VP 3
TI69W 6
TPEA 2
TXB6 1
Transmission Revised 04/14 01-460-01
Down
Guy
Down
Guy

6'-0"
13'-6"
4955
Detail C
4727
B
B
Detail D
Detail A
Detail B
8"
5236
A
A
C C
3657
5262

Application. The GX-28 is a 138-kV, two directional, H-frame, deadend structure built with an X-
brace and a 28-foot crossarm. It is typically used as an in-line deadend structure. It may also be used to
deadend line tension in two directions where there is a change in line tension or a change in conductor
size. When it is used where there is a change in line tension or conductor size, consult with T&D Design.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of the
lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain a
minimum of 12' to the crossarm
mounting bolt of any distribution
underbuild. This dimension is
valid for spans of 300' or less. For
longer spans, consult with
engineering.
3. Construction Practice. If there
is a possibility of energizing a
broken or sagging down guy then
guy strain insulators are required.
Anchor type may also require the
use of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138-kV steel
construction insulators or larger.
See 06-10-04.
See note 4.
138-kV GX-28 Structure
01-460-02 Revised 04/14 Transmission
For hardware details and PassPort Codes, see sections:
02-002 Grounding Information 08-150 Deadend Insulator Assembly
04-000 Anchoring 08-350 Conductor Clamps
04-510 Down Guy Assembly 10-050 Vibration Dampers
06-200 Vertical Post Insulators
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Section A-A
Deadend Attachment
(TAG28) (TI138W)

Section B-B
Crossarm Mount & Pole Eye Assembly

Note 1 - Bill of Mat 4839
4785
See Note 1
-Note 1-
Use the compression deadend
clamp for cable sizes 397 and
up. Use a bolted deadend
clamp for cable sizes below 397.
5313
5" Typ.
Detail A
See bolt sch
5280
5351
5342
Nut & Bolt
Assembly
3"
8"
6"
3671
5320
4727
5328
5079
22150
28806
5281
5343 5194
Crossarm Bolt
Assembly
5352

138-kV GX-28 Structure
Transmission Revised 04/14 01-460-03
Section C-C
Deadend Mounting Brackets
Detail B
Upper X-Brace Mount (TXB13)
Detail C
Lower X-Brace Mount (TXB13)

Detail A
Anti-Split Bolt Assembly
(TASB)
Detail D
Pole Grounding

5067
5280
Crossarm
Assembly

See bolt sch
5173
5281
5352
5343
22149
5700

See bolt sch
5342 5172
5351

3"
22147
5279
5341
5350
See blt sch
5170

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5372
5371
3"
24"
max.
(See Section 02-002
for Grounding Details)
25448
138-kV GX-28 Structure
01-460-04 Revised 04/14 Transmission
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
3469 3 WIRE TIE SD AL 4
28806 17 ft CND CU SLD SD BR 6
3657 160 ft CND CW SLD 6
3671 1000 ft WIRE GALV GUY 1/2EHS
Note 1 3 DE CMPR AL (size)
4706 2 MLDG GRD PSTC 1x8 FT
4727 4 INS GUY STR 30000 78
4736 3 INS LP VERT TIE 69KV
4839 3 SCKT CLV HL 52-3
4877 3 STUD INS 3/4X14 WD
4955 1 XARM ASSY 6X8X28
5034 2 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 4 WSHR CRVD 3X3 X11/16
5173 4 WSHR CRVD 4X4 X15/16
5236 1 pr BRC X 3BY4 & 13-6 PS
5262 1 CENTER CLAMP
5279 2 CLIP BONDING 5/8 IN
5280 5 CLIP BONDING 3/4 IN
5281 4 CLIP BONDING 7/8 IN
5313 4 GRIP GUY AUT 1/2
5320 4 GRIP GUY FMD 1/2 EHS
5328 4 EYE POLE PLT HD
5341 2 NUT MF 5/8 IN
5342 4 NUT MF 3/4 IN
5343 8 NUT MF 7/8 IN
5350 2 NUT GALV PLAIN 5/8
5351 5 NUT GALV PLAIN 3/4
5352 4 NUT GALV PLAIN 7/8
5371 2 lb NAIL GALV 10D
5372 90 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5376 12 STAPLE MLD SQ BARBED
5700 6 CONN, C-TAP, #6 to #6
22147 2 WSHR DBL COIL 11/16 HOLE
22149 7 WSHR DBL COIL 13/16 HOLE
22150 8 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-04 for compression deadend
clamps.

Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5079 Crossarm - - 2 2 2
5080 Crossarm 2 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 2 2 2
5109 BLT GALV MCH 5/8X14
Anti-split 2 2 - - -
5125 BLT GALV MCH 3/4X16
Pole eye - - 4 4 4
5126 BLT GALV MCH 3/4X18
Pole eye 4 4 - - -
5137 BLT GALV MCH 7/8X14
Cross brace - - - - 2
5138 BLT GALV MCH 7/8X16
Cross brace - - 2 2 2
5139 BLT GALV MCH 7/8X18
Cross brace 2 2 2 2 -
5140 BLT GALV MCH 7/8X20
Cross brace 2 2 - - -

PassPort Codes
CU Codes Qty
TASB 2
TAG28 1
TI138W 6
TPEA 2
TXB13 1

138-kV GX-28 Structure
Transmission Revised 10/18 01-500-01
69 kV & 138 kV AXBS Structure
B
B
Detail A A
A
Detail B
C
C
Detail C
6"
1'-0"
5'-6"
6'-0"
13'-6"
Application. The AXBS is a 69 kV or 138 kV horizontal configuration, H–frame, tangent structure
with an X-brace, arm Brace, and a Shield wire support. It is used where long conductor spans are possible
helping to minimize the number of structures needed.
Use the subassemblies shown as details in this section for maintenance of existing 69 kV structures with
11'-6" pole spacing utilizing a 28' arm. See Section 1-252 of the Materials Manual for the required 69 kV
X-brace replacement.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of the
lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain a
minimum of 12' to the crossarm
mounting bolt of any distribution
underbuild. This dimension is
valid for spans of 300' or less. For
longer spans, consult with
engineering.
3. Construction Practice. If there
is a possibility of energizing a
broken or sagging down guy then
guy strain insulators are required.
Anchor type may also require the
use of guy strain insulators. See
Section 04.
4. Standard Drawing:
Transmission DWG #23A-67783

01-500-02 Revised 04/15 Transmission
69 kV & 138 kV AXBS Structure
For hardware details and PassPort Codes, see sections:
02-002 Grounding Information 08-300 Conductor Clamps
08-100 Insulator String Assembly 10-050 Vibration Dampers
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

5236
5262
5140
28806
5700
5138
5173
5173
5343
5281
5352
22150
5123
28806
5172
22149
5351
5280 5342
5123
5187
5135
5352
5343
5173
22150
5343
5352
5281
54949
5138
Detail A
Head Brace Mount
(THDBR136)
Detail C
Cross Brace
(TXB13)
Detail B
Guy Brace Assembly
(TA28BA)

Transmission Revised 12/15 01-500-03
69 kV & 138 kV AXBS Structure
5700
28806 4952
5194
5352
5343
5194
5343
5281
5352
22150
5077

2'-0"
max.3"
12" min.
10% of
Pole Height
+ 2'-0" 18"
min.5034
25448
5374
3657
5372
5371
4823
4115
5258
Detail D
Pole Grounding

Section A-A
Shield Wire Attachment
TCLVYE12, TCS3
Section B-B
Crossarm Mount
TA28

01-500-04 Revised 04/15 Transmission
69 kV & 138 kV AXBS Structure

Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
3657 160 ft CND CW SLD 6
4115 2 CLP SUSP FE 0.3 - 0.7
4223 2 ROD, ARMR GALV 16 BLK
4775 24 INS SUSP 10 PRC 20K
4816 3 CLV Y BALL 52-3
4823 2 CLV Y-EYE TWTD 1/2
4952 1 pr XARM ASSY LAM 7-1/2X3-1/4X28
5034 2 ROD GRD CW 5/8 X 8 FT
5077 2 BLT GALV DA 7/8X22
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 4 WSHR CRVD 3X3 X11/16
5172 8 WSHR CRVD 4X4 X13/16
5173 4 WSHR CRVD 4X4 X15/16
5187 4 WSHR SQ 2X2X 15/16
5194 4 WSHR SQ 4X4 X 15/16
5236 1 pr BRC X 3 BY 4 & 13-6PS
5258 1 BRC HD STL H-FRAME
5262 1 CENTER CLAMP
5279 2 CLIP BONDING 5/8 IN
5280 2 CLIP BONDING 3/4 IN
5281 8 CLIP BONDING 7/8 IN
5341 2 NUT MF 5/8 IN
5342 2 NUT MF 3/4 IN
5343 10 NUT MF 7/8 IN
5350 2 NUT GALV PLAIN 5/8
5351 2 NUT GALV PLAIN 3/4
5352 20 NUT GALV PLAIN 7/8
5371 2 lb NAIL GALV 10D
5372 80 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 6 CONN, C-TAP, #6 to #6
Bill of Materials (continued)
Cat. ID Qty Description
22147 2 WSHR DBL COIL 11/16 HOLE
22149 2 WSHR DBL COIL 13/16 HOLE
22150 10 WSHR DBL COIL 15/16 HOLE
25448 2 CONN, CU, GRD, DRV-ON, 5/8
28806 12ft CND CU SLD SD BR 6
54949 2 FGRD W/ 22 TRNBL,F/28WA AXBS
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5077 BLT GALV DA 7/8X22
Crossarm - - - 2 2
5108 BLT GALV MCH 5/8X12
Anti-split - - 2 2 2
5123 BLT GALV MCH 3/4X12
Head brace - - 2 2 2
5135 BLT GALV MCH 7/8X6
Head brace 2 2 - - -
5138 BLT GALV MCH 7/8X16
Cross brace - - 2 2 4
5140 BLT GALV MCH 7/8X20
Cross brace - 2 2 2 -
PassPort Codes
CU Codes Qty
TASB 2
TA28 1
TA28BA 2
TCLVYB 3
THDBR136 1
TXB13 1
TI1OBS 24

4775
4816Supplied with
Crossarm
Section C-C
Spacer Bracket & Insulator
TCLVYB, TI10BS
Bill of Materials continues on the next column
Transmission Revised 04/14 01-510-01

16'-6"16'-6"
Detail L
Detail H
Detail G
Detail B
Detail F
Detail A
Detail K
4" x 10" x 18'-0" Timber
Detail J
Detail C
Detail E
Detail D5'-6"
5'-6"
4'-6"
5'-6"
1
1
1
1
4" x 10" x 28' Timber
trimmed to 23'-6"
Application. The AHXS structure is a 69-kV or 138-kV horizontal configuration deadend structure. It
is used for turning line angles greater than 30°. Conductor tension must be limited such that the deadend
load, with a 1:1 guy slope, does not exceed the 10,300 lb design limit of the guy assembly (5,900 lb for
the shield wire). Pole bands and 1/2" guys will be needed if the 5,900 lb tension limit is exceeded. Always
check the phase to shield-wire down-guy clearances on this structure. If the line angle is shallow, guy
strain insulators may be required on more guys than just the inner shield wire guys as shown below.
Pole spacing is typically 16'-6" for 69-kV and 138-kV lines; 25' for 230-kV construction or when
additional pole spacing is required. See IPCo drawing Vault #13380006 for construction dimensions of
the 230-kV structure

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor reference
point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution underbuild. This
dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy strain
insulators are required. Anchor type may also require the use of guy strain insulators. See Section 04.
4. Avian. Eagle safe construction requires 138-kV steel construction insulators or larger. See 06-10-04.
See note 4.
69-kV & 138-kV AHXS Structure
01-510-02 Revised 04/14 Transmission
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A Crossarm Mounting (TTAHX16) (or TTAHX25)

5194 22150
See blt sch
Anti-split bolt
5170
See bolt sch
5281
5343
5352
5279
5341
5350
22147
5194 22150
5173
See bolt sch
5281
5343
5352
Center Pole
Crossarm Anti-split Bolt
57003513
3513
3"
12"
22149
5342 5351
5192
5093
Hanging Bolt Assembly
22146
5278
5340
5349
5096
5188
Outside Poles
24267
24269
69-kV & 138-kV AHXS Structure
Transmission Revised 04/14 01-510-03

Detail B
Anti-split Bolt Assembly
(TASB)

Detail C
Crossarm Anti-split Bolt Bonding

Detail D
Suspension Insulator Bolt Attachment Assy
(Hanging bolt and hardware included in TTAHX16
or TTAHX25.)

Detail E
Insulator/Deadend Assembly
(See pages 08-150-01 through -12 for various other insulator assemblies.)

Note 1 - Bill of MNote 4 - Bill of Mat.Note 3 - Bill of Mat.
3"
22147
5279
5341
5350
See blt sch
5170

22149
5280 5351
5192
5342
28806
5093
6" 6"

22149
5342 5351
5192
Note 3 - Bill of Mat.
Note 2 - Bill of Mat.
5093
Side View

69-kV & 138-kV AHXS Structure
01-510-04 Revised 04/14 Transmission

Detail G
5263
Detail H
5245

Detail F
X-Brace Assembly
16' 6" Pole Spacing (TXB16) or 25' Pole Spacing (TXB25)
5352
5343
22150
See bolt sch
5172
5245

5343
28806
5700
5281
5352
22150
Detail G
X-Brace Mounting to Outside Poles
Detail H
X-Brace Grounding Detail
69-kV & 138-kV AHXS Structure
Transmission Revised 04/14 01-510-05

Note 5 - Bill of Materials
5334
5362
5134
5343
5352
8"
5206
5313
3671
3657
Note 3 - Bill of Mat.
28806
Detail J
Pole Band Assembly
(TDG12) (TPB2…S, M, or L)
69-kV & 138-kV AHXS Structure
01-510-06 Revised 04/14 Transmission

Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 3 3 3
5109 BLT GALV MCH 5/8X14
Anti-split 3 3 - - -
5124 BLT GALV MCH 3/4X14
Pole Eye - - - 8 8
5125 BLT GALV MCH 3/4X16
Pole Eye 8 8 8 - -
5137 BLT GALV MCH 7/8X14
X-Brace* - - - - 2
* Double the number of bolts for pole spacings of 25′-0″.
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5138 BLT GALV MCH 7/8X16
X-Brace* - - 2 2 3
5139 BLT GALV MCH 7/8X18
X-Brace* 2 2 3 3 1
5139 BLT GALV MCH 7/8X18
Crossarm - - 2 2 2
5140 BLT GALV MCH 7/8X20
X-Brace* 3 3 1 1 -
5140 BLT GALV MCH 7/8X20
Crossarm 2 2 - - -
5141 BLT GALV MCH 7/8X22
X-Brace* 1 1 - - -
5141 BLT GALV MCH 7/8X22
Crossarm 1 1 1 1 1
* Double the number of bolts for pole spacings of 25′-0″.

4060
Detail B
3"6"
3669
5316
5310
5312 See note 3.
4060
3669
4845
5"
4727
Detail K
Static Wire Assembly
(TSWDDE38) (TPEA) (TDG38)
69-kV & 138-kV AHXS Structure
Transmission Revised 04/14 01-510-07

Detail L
Pole Grounding
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
69-kV & 138-kV AHXS Structure
01-510-08 Revised 04/14 Transmission
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 35 ft CND CU SLD SD BR 6
3657 160 ft CND CW SLD 6
3669 100 lb WIRE GALV GUY 3/8EHS
3671 175 lb WIRE GALV GUY 1/2EHS
4060 4 CN PG 1 BLT 6-2/0
4061 6 CN PG 1 BLT 397&2/0
Note 2 3 CLP SUSP AL (size)
Note 1 3 DE BLTD AL (size)
4727 4 INS GUY STR 30,000 78"X3/4"
Note 3 9 INS SUSP 138 kV (stl/wd)
4838 3 SHKL AN 5/8X2.75 30K
4845 4 CLV THMB BNK
Note 4 6 SCKT EYE HL (size)
24267 1 TIMBER 4 X 10 X 18FT
24269 1 TIMBER 4 X 10 X 28FT
5034 3 ROD GRD CW 5/8x8 FT
5093 3 BLT SHDR EYE 3/4X12
5096 1 BLT GALV MCH 1/2x6
See Bolt Sch 3 BLT GALV MCH 5/8X____
See Bolt Sch 8 BLT GALV MCH 3/4X____
See Bolt Sch 3 BLT GALV MCH 7/8X____
5134 12 BLT GALV MCH 7/8 X 3
5170 6 WSHR CRVD 3X3 X 11/16
5173 6 WSHR CRVD 4X4 X 15/16
5188 2 WSHR SQ 2X2 X 9/16
5192 3 WSHR SQ 3X3 X 13/16
5194 4 WSHR SQ 4X4 X 15/16
5206 6 CLIP BONDING POLEBND
Note 5 6 BND POLE 2WAY (size)
5245 2 pr BRC CROSS 3X7X16'-6"
5263-Note 6 2 CENTER CLAMP
Bill of Materials (continued)
Cat. ID Qty Description
5278 1 CLIP BONDING 1/2 IN
5279 3 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5281 3 CLIP BONDING 7/8 IN
5310 4 GRIP GUY AUT 3/8
5312 4 GRIP GUY AUT 3/8 RL
5313 6 GRIP GUY AUT 1/2
5316 8 GRIP GUY FMD 3/8 EHS
5320 6 GRIP GUY FMD 1/2 EHS
5328 8 EYE POLE PLT HD
5334 12 pr LINK HD 2WAY POLEBND
5340 1 NUT MF 1/2 IN
5341 3 NUT MF 5/8 IN
5342 8 NUT MF 3/4 IN
5343 15 NUT MF 7/8 IN
5349 2 NUT GALV PLAIN 1/2
5350 3 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5352 15 NUT GALV PLAIN 7/8
5362 6 SHV POLE BND 7/8
5371 3 lb NAIL GALV 10D
5372 105 CLIP GRD WIRE
5700 23 CONN, C-TAP, #6 to #6
22146 1 WSHR DBL COIL 9/16 HOLE
22147 3 WSHR DBL COIL 11/16 HOLE
22149 3 WSHR DBL COIL 13/16 HOLE
22150 9 WSHR DBL COIL 15/16 HOLE
25448 3 CONN, CU, GRD, DRV-ON,5/8
1 Refer to page 08-200-03 for bolted deadend clamps.
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 06-010-01 for suspension insulators.
4 Refer to page 2-311-01 in the Materials Manual for hot
line socket eyes.
5 Refer to page 04-505-02 for pole band assemblies.
6 This Bill of Materials is typical for 16'-6" pole spacing.

PassPort Codes
CU Codes Qty
TASB 2
TPB2… 6
TPEA 4
TSWDDE38 2
TTAHX16 or TTAHX25 1
TXB16 or TXB25 2

69-kV & 138-kV AHXS Structure
Transmission Revised 04/14 01-525-01
Application. The EXS is a 69-kV or 138-kV horizontal configuration, H-frame, heavy running
angle structure with an X-brace and a shield wire support. It is used for turning line angles from
15°-30°. Line angles above 30° are possible with small conductors provided the pole eye assembly
load limit is not exceeded. Conductor tension must be limited to keep the transverse load below the
5,900 pound design limit of the guy assembly. See section 08-130 for a special running angle
assembly for line angles greater than 30°.

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with
engineering.
3. Construction Practice. If there is a possibility of energizing a broken or sagging down guy then guy
strain insulators are required. Anchor type may also require the use of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction requires 138-kV steel construction insulators or larger. See 06-10-04.

30
max
30
max
See
Note 3 oo
See Note 4.
9'-0"
4'-6"
4'-6"
6'-0"
6"
16'-6"16'-6"
A A
Detail C
Detail E
Detail D
Detail B
5263
5316
5310

1
1
1
1
4727
Detail A
6"
See Note 1
See Note 2
5245

Heavy Running Angles (up to 30°)
69-kV & 138-kV EXS Structure
01-525-02 Revised 04/14 Transmission
For hardware details and PassPort Codes see sections:
02-002 Grounding Information 08-100 Insulator String Assembly
04-000 Anchoring 08-174 Shield Wire Assembly
04-100 Anchoring 08-300 Conductor Clamps
04-300 Anchoring 10-050 Vibration Dampers
04-510 Down Guy Assembly 11-010 Armor Rods
04-600 Down Guy Assembly
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)
Detail A
Shield Wire / Head Guy Assembly (THG)

Section A-A
4-Way Pole Band (TPB4) (TBPL)

5316
3669
5310
5316
4060
5700
28806
5206
5333
5361
5214 5312
3657 6"
4823
4114

5214 5379
5333
5361
5119 53425206
5351
69-kV & 138-kV EXS Structure
Transmission Revised 04/14 01-525-03

5351
5328
5342
5280
28806
See bolt sch
4845
5316
5700
4060
3657
Note 2 & 3 Bill of Materials Detail B Pole Eye Assembly
(TPEA)

Detail E Pole Grounding

18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448

See bolt sch
5173
5281
5352
5343
22150
5700

Detail C Upper X-Brace Mount
(T2XB16)

See bolt sch
5343
22150
5173
5352

Detail D Lower X-Brace Mount (T2XB16)
69-kV & 138-kV EXS Structure
01-525-04 Revised 04/14 Transmission
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
Note 2 5 CLP SUSP AL (size)
Note 3 5 ARMOR ROD AL (size)
28806 17 ft CND CU SLD SD BR 6
3657 240 ft CND CW SLD 6
3669 100 lb WIRE GALV GUY 3/8EHS
4060 2 CN PG 1 BLT 6-2/0
4113 2 CLP SUSP FE (size)
4727 4 INS GUY STR 30000 78
4785 3 INS SUSP 138KV WD10K
4823 2 CLV Y EYE TWTD 1/2
4845 3 CLV THMB BNK
5034 3 ROD GRD CW 5/8 X 8 FT
5119 3 BLT GALV MCH 3/4X3
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5173 4 WSHR CRVD 4X4 X15/16
5206 3 CLIP GRD POLE BAND
5214 3 BND POLE 4WAY 8-11
5245 2 pr BRC CROSS 3X7X16-6
5263 2 CENTER CLAMP
5280 3 CLIP BONDING 3/4 IN
5281 12 CLIP BONDING 7/8 IN
5312 4 GRIP GUY AUT 3/8 RL
5312 2 GRIP GUY AUT 3/8 RL
5316 6 GRIP GUY FMD 3/8 EHS
5328 6 EYE POLE
5333 7 LINK MD POLE BND
5342 11 NUT MF 3/4 IN
5343 6 NUT MF 7/8 IN
5351 3 NUT GALV PLAIN 3/4
5352 3 NUT GALV PLAIN 7/8
5361 5 SHV POLE BND 3/4
5371 3 lb NAIL GALV 10D
5372 120 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5379 9 SCREW LAG 1/2 X 4 IN
5700 10 CONN, C-TAP, #6 to #6
22150 6 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
2 Refer to page 08-200-02 for suspension clamps.
3 Refer to page 11-010-01 for armor rods.
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5124 BLT GALV MCH 3/4X14
Pole eye - - - - 6
5125 BLT GALV MCH 3/4X16
Pole eye - - - 6 -
5126 BLT GALV MCH 3/4X18
Pole eye - - 6 - -
5127 BLT GALV MCH 3/4X20
Pole eye 6 6 - - -
5137 BLT GALV MCH 7/8X14
Cross brace - - - - 2
5138 BLT GALV MCH 7/8X16
Cross brace - - 2 2 3
5139 BLT GALV MCH 7/8X18
Cross brace 2 2 3 3 1
5140 BLT GALV MCH 7/8X20
Cross brace 3 3 1 1 -
5141 BLT GALV MCH 7/8X22
Cross brace 1 1 - - -

PassPort Codes
CU Codes Qty
THG 1
TPBL 7
TPB4 3
TPEA 3
TXB16 2

69-kV & 138-kV EXS Structure
Transmission 01-700-01
Wood Poles
Revised 10/03
Butt Marking
- Length
- Class
- Species
length + 2'10
Groundline Pole Marking
- Length
- Class
- Species
- Producer
- Plant
- Preservative
- Treament Date
- Retention
Sweep Pole Face
Flat TopIncising
6' 2"

Application. The following is a listing by Cat. ID, short description, and PassPort Code of the treated
wood poles used on the Idaho Power transmission and distribution system.
Cat. ID Short Description PassPort Code
4933 POLE WOOD 35 FT CL5 DP35C5
4908 POLE WOOD 40 FT CL 2 DP40C2 TP40C2
4919 POLE WOOD 40 FT CL 3 DP40C3 TP40C3
4930 POLE WOOD 40 FT CL 4 DP40C4
4897 POLE WOOD 45 FT CL 1 DP45C1 TP45C1
4909 POLE WOOD 45 FT CL 2 DP45C2 TP45C2
4920 POLE WOOD 45 FT CL 3 DP45C3 TP45C3
4931 POLE WOOD 45 FT CL 4 DP45C4
19930 POLE WOOD 50 FT CL H1 TP50CH1
4898 POLE WOOD 50 FT CL 1 DP50C1 TP50C1
4910 POLE WOOD 50 FT CL 2 DP50C2 TP50C2
4921 POLE WOOD 50 FT CL 3 DP50C3 TP50C3
19929 POLE WOOD 55 FT CL H2 TP55CH2
4882 POLE WOOD 55 FT CL H1 TP55CH1
4899 POLE WOOD 55 FT CL 1 DP55C1 TP55C1
4911 POLE WOOD 55 FT CL 2 DP55C2 TP55C2
4922 POLE WOOD 55 FT CL 3 DP55C3 TP55C3
4883 POLE WOOD 60 FT CL H2 TP60CH2
4884 POLE WOOD 60 FT CL H1 TP60CH1
4900 POLE WOOD 60 FT CL 1 DP60C1 TP60C1
4912 POLE WOOD 60 FT CL 2 DP60C2 TP60C2
4923 POLE WOOD 60 FT CL 3 DP60C3 TP60C3
4885 POLE WOOD 65 FT CL H2 TP65CH2
4886 POLE WOOD 65 FT CL H1 TP65CH1
4901 POLE WOOD 65 FT CL 1 DP65C1 TP65C1
4913 POLE WOOD 65 FT CL 2 DP65C2 TP65C2
4924 POLE WOOD 65 FT CL 3 DP65C3 TP65C3
13571 POLE WOOD 70 FT CL H2 TP70CH2
4887 POLE WOOD 70 FT CL H1 TP70CH1
4902 POLE WOOD 70 FT CL 1 TP70C1
4914 POLE WOOD 70 FT CL 2 TP70C2
4925 POLE WOOD 70 FT CL 3 TP70C3
Cat. ID Short Description PassPort Code
4888 POLE WOOD 75 FT CL H2 TP75CH2
4889 POLE WOOD 75 FT CL H1 TP75CH1
4903 POLE WOOD 75 FT CL 1 TP75C1
4915 POLE WOOD 75 FT CL 2 TP75C2
4926 POLE WOOD 75 FT CL 3 TP75C3
4890 POLE WOOD 80 FT CL H2 TP80CH2
4891 POLE WOOD 80 FT CL H1 TP80CH1
4904 POLE WOOD 80 FT CL 1 TP80C1
4916 POLE WOOD 80 FT CL 2 TP80C2
4927 POLE WOOD 80 FT CL 3 TP80C3
4892 POLE WOOD 85 FT CL H2 TP85CH2
4893 POLE WOOD 85 FT CL H1 TP85CH1
4905 POLE WOOD 85 FT CL 1 TP85C1
4917 POLE WOOD 85 FT CL 2 TP85C2
19931 POLE WOOD 85 FT CL 3 TP85C3
18515 POLE WOOD 90 FT CL H2 TP90CH2
4894 POLE WOOD 90 FT CL H1 TP90CH1
4906 POLE WOOD 90 FT CL 1 TP90C1
19932 POLE WOOD 90 FT CL 2 TP90C2
19933 POLE WOOD 90 FT CL 3 TP90C3
19934 POLE WOOD 95 FT CL H2 None
19935 POLE WOOD 95 FT CL H1 TP95CH1
4907 POLE WOOD 95 FT CL 1 TP95C1
19936 POLE WOOD 95 FT CL 2 None
19937 POLE WOOD 95 FT CL 3 None
19938 POLE WOOD 100 FT CLH2 None
4895 POLE WOOD 100 FT CLH1 TP100CH1
4936 POLE WOOD 100 FT CL 1 None
4939 POLE WOOD 100 FT CL 2 None
4942 POLE WOOD 100 FT CL 3 None
19939 POLE WOOD 105 FT CLH2 None
19940 POLE WOOD 105 FT CLH1 TP105CH1
4937 POLE WOOD 105 FT CL 1 None
4940 POLE WOOD 105 FT CL 2 None
4943 POLE WOOD 105 FT CL 3 None
19941 POLE WOOD 110 FT CLH2 None
19942 POLE WOOD 110 FT CLH1 TP110CH1
4938 POLE WOOD 110 FT CL 1 None
4941 POLE WOOD 110 FT CL 2 None
4944 POLE WOOD 110 FT CL 3 None

Transmission Revised 08/21 01-701-01
Wood Pole Stubbing
Wood Pole Stubbing
When to Stub.
Wood and steel stubs are no longer used to
reinforce poles. Replace poles suffering from
obvious damage.
However, emergency use of stubs to temporarily
reinforce a damaged pole is allowed. After the
installation, a work order must be created to
replace the damaged pole.
How to Stub.
♦ Install the treated wood stub at the same
depth as the original pole and bind it to the
original pole with metal band assemblies as
shown in Figure 2.
See the table below for the appropriate stub to
use.
Table 1. Stub Selection Guide

Stub Dimensions
Pole Height Stub Min. Top Min. Top
(Ft) Length (Ft) Dia. (In) Circ. (In)
45 - 50 12 14 44
55 & Taller 16 16 50

♦ Place the stub at a right angle to the line of
poles and preferably on the field side. A
structure change-out is required where space
is limited, such as in alleys, and when a pole
is rejected. In-line placement of stubs is not
acceptable for transmission applications.
♦ Dig the stub hole, taking care not to obstruct
or damage cables, ground wires, and ground
rods that are connected below ground level.
♦ Remove all rotted wood around the pole. Do
not reuse this material as back-fill, because
the fungus that caused the decay is still
present and will continue to cause damage.
♦ Place and compact the back-fill around the
stub in 6" layers.
♦ Wrap the top pole-band around the pole and
stub. Follow these steps to secure the pole-
band:
1. Insert a DA bolt through a hole on the
back side of the band, passing it
between the pole and the stub, but
stopping short of the front side of the
pole band.
2. Use the special band tightening tool or a
spud wrench to cinch up the band as
tight as possible.
3. With the band held taught, push the DA
bolt through the hole on the front side of
the band.
4. Tighten the assembly using curved
washers and nuts.
5. Fasten the free end of the band with a
1/2" lag screw through one of its end
holes and one of the holes in the band
below it.
6. Repeat this procedure for each of the
other bands. This results in a rigid and
secure installation.
Date Nails. A “date nail” must be driven flush
with the stub one-inch above the top pole-band
as shown in Figure 1 Banding a Wood
Pole Stub Assembly.
Optional Steel Stub. A steel stub is an
option to the wood stub. However, it requires
that the pole have at least one inch of shell at the
ground line to meet the strength requirements.
Even so, the steel stub provides a cost savings in
labor, which may be advantageous.

01-701-02 Revised 10/03 Transmission
Wood Pole Stubbing

Figure 1 Banding a Wood
Pole Stub Assembly

Bill of Materials
Table 2. Bill of Materials for a 12' Stub
Cat. ID Qty Description
3657 13 ft CND CW SLD 6
5033 1 ROD GRD CW 1/2X8 FT
4086 1 CLP GRD 1/2 IN 10-2
4982 1 STUB POLE WOOD 12 FT
5218 3 BND POLE STUB LG
5051 3 BLT GALV DA 5/8X16
5170 6 WSHR CRVD 3X3X11/16
5379 3 SCREW LAG 1/2X4 IN
5700 1 CONN, C-TAP, #6 to #6
8878 1 ea NAIL DATE AL 2X3/16
Table 3. Bill of Materials for a 16' Stub
Cat. ID Qty Description
3657 13 ft CND CW SLD 6
5033 1 ROD GRD CW 1/2X8 FT
4086 1 CLP GRD 1/2 IN 10-2
4983 1 STUB POLE WOOD 16 FT
5218 3 BND POLE STUB LG
5051 3 BLT GALV DA 5/8X16
5170 6 WSHR CRVD 3X3X11/16
5379 3 SCREW LAG 1/2X4 IN
5700 1 CONN, C-TAP, #6 to #6
8878 1 ea NAIL DATE AL 2X3/16
PassPort Codes
CU Codes For a
TWSB12 12' Stub
TWSB16 16' Stub

18" min.
10% of
pole height
+2'-0"
Locate the
ground rod
at least 6"
away from
the stub.
5034
25448
5'-0"
min.
12" Max.
Property
Side
Street
Side
line
5379
5170
5051
5218
5700
Date
Nail
4982
4983
6" min.
12" to 18"

Transmission 01-701-03
Wood Pole Reinforcement - Wood Stubs
Revised 10/03
Bill of Materials
Table 2. Bill of Materials for a 12' Stub

Cat. ID Qty Description
3657 13 ft CND CW SLD 6
5033 1 ROD GRD CW 1/2X8 FT
4086 1 CLP GRD 1/2 IN 10-2
4982 1 STUB POLE WOOD 12 FT
5218 3 BND POLE STUB LG
5051 3 BLT GALV DA 5/8X16
5170 6 WSHR CRVD 3X3X11/16
5379 3 SCREW LAG 1/2X4 IN
5700 1 CONN, C-TAP, #6 to #6
8878 1 ea NAIL DATE AL 2X3/16

Table 3. Bill of Materials for a 16' Stub

Cat. ID Qty Description
3657 13 ft CND CW SLD 6
5033 1 ROD GRD CW 1/2X8 FT
4086 1 CLP GRD 1/2 IN 10-2
4983 1 STUB POLE WOOD 16 FT
5218 3 BND POLE STUB LG
5051 3 BLT GALV DA 5/8X16
5170 6 WSHR CRVD 3X3X11/16
5379 3 SCREW LAG 1/2X4 IN
5700 1 CONN, C-TAP, #6 to #6
8878 1 ea NAIL DATE AL 2X3/16
PassPort Codes
CU Codes For a
TWSB12 12' Stub
TWSB16 16' Stub

Transmission 01-705-01
OBSOLETE-Mod/Pole Butt Replacement System
Revised 07/05
Mod/Pole Butt Replacement System
OBSOLETE
Application. The Mod/Pole Butt
Replacement (MPBR) system is a “splice-
repair” method used to restore poles damaged
by decay or insects, fire, vehicle accidents,
and so forth on both the transmission and the
distribution systems. The Mod/Pole is a
tapered, prestressed concrete module used to
replace the damaged lower section of a pole.
The entire upper section of the wood pole, if
exhibiting no decay problems, is transferred
and secured to the Mod/Pole with a galvanized
steel connector and quick-setting grout.
The length of the Mod/Pole will be specified
based on how deep the wood pole is buried
and where the decay or damage is located.
Both 9' and 14' Mod/Poles are available for
transmission line work; an 18' Mod/Pole is
available for distribution class poles only.
In order to assure that the loads on the wood
structure do not exceed the capacity of the
Mod/Pole, any applications of the Mod/Pole
must adhere to the following restrictions:
1. The 18' Mod/Pole cannot be used for
transmission structures.
2. The maximum pole length to be
considered for MPBR is 70'.
3. The maximum pole class to be considered
for MPBR is class 2.
4. The following poles can use the MPBR
system if the actual pole diameter does not
exceed the connector diameter minus 1".
Class 2 Class 3
50’ 50’
55’ 55’
60’ 60’, 65’, and 70’

* Note: The connector inside diameter (ID) and the
maximum wood pole outside diameter (OD) shown in
the illustration are for the standard size connector. If
the extra large connector (17-1/4” OD, 17” ID) used,
the maximum wood pole diameter increases to 16”.
18" min.
10% of original
wood pole
length +2'
Locate the
ground rod
at least 18"
away from
the concrete
module.
Pole ground
wire
Existing wood
pole
Quick setting
grout
Weep holes (4)
Steel connector
Rubber boot
Concrete
module
Ground wire
duct
Ground wire
entry hole
Ground rod
9' or 14'

60"
30"
* I.D. 15-3/4"
*Max O.D.
14-3/4"
01-705-02 Transmission
OBSOLETE-Mod/Pole Butt Replacement System Revised 07/05
These poles were selected so that if a
Mod/Pole is used, it will have an ultimate
groundline bending moment capacity greater
than that of the wood pole it replaces.
Additional Guidelines
1. The MPBR system should not be used
as a maintenance replacement unless the
remaining portion of the wood pole is in
excellent condition and exhibiting no
internal and only limited external decay.
2. Idaho Power T & D Design should be
consulted prior to using or ordering a
Mod/Pole. Decay evaluation of the pole
using borings is required. Use of the
POLETEST device is also
recommended. Consult T & D Design
for more information.
3. A field measurement is required to
verify that the sleeve will fit with at
least 1/2" of clearance on each side of
the pole at the height of the cut location.
4. The priority of the line and the estimated
required service life of the line need to
be considered. A complete replacement
with a new pole may be more
economical than a Mod/Pole when
considering the current age of the wood
pole being repaired.
5. Types of structures to be considered for
MPBR include:
• Poles damaged by vehicles.
• Poles carrying circuits that need to be
raised.
• Poles supporting critical circuits that
cannot be taken out of service.
• Junction poles or guyed poles that are
costly to replace.
• Single poles or poles in an H-frame
structure that could fail, in bending,
due to wind loads, etc.

This last group of structures are
normally replaced with a new wood
pole because it is usually more
economical over the life of the
structure.
6. Refer to the Materials Manual, section
01-052, for Mod/Pole and connector
size information. The two available
connector sizes are 15-3/4" ID (16" OD)
and 17" ID (17-1/4" OD). Therefore, the
maximum pole diameter allowed at the
cut-off location is 14-3/4" for the
standard connector and 16" for the extra
large connector. The diameter of the
wood pole may actually control the use
of a Mod/Pole rather than the loads on
the structure.
Transmission 01-705-03
OBSOLETE-Mod/Pole Butt Replacement System
Revised 07/05
Installation Procedure
1. Support the existing wood pole with a
boom-grabber and winch cable, etc.
2. Cut the wood pole close to the
groundline or above the damaged area.
3. Pull the wood pole butt and clean the
existing hole of loose material.
4. Set the concrete module into the old
pole location. The preferred setting
depth is the same as the existing pole
that is being replaced. Backfill and tamp
after setting the concrete module.
5. Cut the wood pole at the desired height
or at the same height as the top of the
concrete module.
6. Slip the connector sleeve slightly above
the new bottom of the wood pole. Place
the pole ground wire into the hole in the
module and pull the ground wire
through using the pull wire that is
included. The pole ground should exit
the Mod/Pole through the entry hole
located just below the groundline, as
shown in the illustration on page 01.
7. Center the wood pole above the concrete
module and lower the connector sleeve
to the correct location for splicing.
8. Lower the rubber boot, or use 2" tape,
between the module and the connector
to form a seal before pouring the grout.
9. Secure wood wedges in the sleeve to
center the wood pole. Plug any holes,
and then pour grout mixture until the
connector is filled.

Depending upon the Mod/Pole model
ordered, either one or two 66 lb bags
and one 22 lb bucket of grout are
furnished. Additional grout may be
ordered separately. Refer to Materials
Manual, section 01-052, for specific
information and Cat. IDs. If the space
between the pole and the connector is
more than 1", pea-gravel should be
mixed with the grout.
10. Remove the plugs, if any, when the
grout is hardened. Clean any spilled
grout from the surface of the pole and
connector.

Transmission 01-710-01
Numbering Transmission Line Structures
Revised 06/10
Transmission Line Numbering
Numbering & Labeling Wood Pole
Structures
Single and Double Circuit Transmission
Lines with a Single Line Number. All
single circuit transmission lines and all
double circuit transmission lines with the
same line number for both circuits shall be
numbered consecutively with 4" adhesive
backed numbers adhered to aluminum plate
CID 13631 as illustrated in figure 1.
Structure #1 will be located at the power
source. Adhesive backed numbers are
described in the Materials Manual section
16-102.
Double Circuit Transmission Lines with
Separate Line Numbers. A double circuit
transmission line with separate line numbers
must be numbered on both sides of each
structure with 4" adhesive backed numbers
adhered to aluminum plated CID 13631as
illustrated in figure 2. Each circuit is
numbered consecutively and the circuit
numbers are attached to their corresponding
sides of the pole.

Figure 1. Single Figure 2. Double
Circuit Numbering Circuit Numbering

Figure 3. Helicopter Patrol Numbering on
Wood Poles
Signs for Helicopter Patrols. To aid in
helicopter patrols, 6" adhesive backed
numbers shall be attached to every tenth
structure as shown in figure 3. These
numbers are placed in addition to the 4"
numbers described in paragraphs “A” and
“B”. These 6" numbers are attached to the
pole on an aluminum plate CID 8760 at a
location near the top. of the structure. See
also page 16-102 in the Materials Manual.
Numbering Line Tap Circuits. If the line
is a tap line, the first structure into the tap
begins again with #1.

8 90
127
8 90
890
12
890
01-710-02 Transmission
Numbering Transmission Line Structures Revised 06/10
Numbering & Labeling Steel
Structures
Single and Double Circuit Transmission
Lines with a Single Line Number. All
single circuit transmission lines and all
double circuit transmission lines with the
same line number for both circuits shall be
numbered consecutively with structure 1
located at the power source.
Double Circuit Transmission Lines with
Separate Line Numbers. A double circuit
transmission line with separate line numbers
must be numbered on both sides of each
structure with 4" adhesive backed numbers
as illustrated in figure 2. Each circuit is
numbered consecutively. The numbers are
attached to their respective sides of the pole
or structure.
Placement on Lattice Steel Towers.
Lattice steel towers are to be numbered as
shown in figure 4. If the steel lattice member
is large enough, apply the 4" numbers
directly to the member. Otherwise, apply the
numbers to an aluminum plate and attach the
plate to the member using adhesive or wire.

257
Detail A
Aerial Number
Detail B
Structure Number
or
See
Detail A
See
Detail B
If the lattice member is large enough,
apply adhesive backed numbers directly
to the member. If not, place the numbers
on a sign plate and secure the plate to the
member.
2 5 7
2 5 7
2 5 7
Figure 4. Labeling Circuits on Towers
Transmission 01-710-03
Numbering Transmission Line Structures
Revised 06/10
Placement on Tubular Steel Poles.
Numbers for tubular steel poles are applied
by the pole manufacturers. Additionally, 4"
adhesive backed numbers applied to
aluminum plates CID 8760 and attached to
the pole as illustrated in figure 5.
Numbers are to be placed on the patrol road
side of the pole or structure.

Figure 5. Tubular Steel Pole Numbering
Signs for Helicopter Patrols. The first
structure in each mile must be marked with
an aerial number, which can be seen by
helicopter patrols. Aerial number signs have
6" adhesive-backed numbers that are applied
to a sign bracket plate CID 46575. See
Figure 6.
The sign is attached to the top of each
structure or to the cross arm. A separate sign
for each side of the structure is required.
Numbering Line Tap Circuits. If the line
is a tap line, the first structure into the tap
begins again with 1.
Figure 6. Helicopter Patrol Numbering
on Steel Poles

1 23
Label
Both Sides

461
7'
Transmission Revised 09/08 01-800-01
Light Duty Steel Poles
Application. Light Duty Steel poles, also known as LD poles, are utilized for economic reasons in
high strength applications. The standard steel pole classification of LD1 is equivalent to a wood class 1.
See the chart below for LD Pole-Wood Pole equivalents. If the strength requirements are greater than an
LD10 a custom steel pole, multi-pole or lattice structure is required. Wood pole equivalencies are valid
for Grade B Construction.

3"
1'-0"
1'-0"
Detail B
1'-0"
1
2
3
4
567
8
9
10
11 12
(Field)
Section X-X
(Face)
(Road)
Detail C
6"
Detail A
Groundline Collar
XX
Ground Across
Pole Splice
(Flat 3-4)
Pole Orientation
Detail D
1'-6"Pole Grounding
Shield Wire
Bonding
Provide 1/2" ss nut
on face (5-6) at 22'
above ground line
for joint use grounding.
Wood Pole Class
LD Pole Equivalent☨
LD1 1
LD2 H1
LD3 H2
LD4 H3
LD5 H4
LD6 H5
LD7 H6
LD8 N/A
LD9 N/A
LD10* N/A
* If the strength requirements are
greater than an LD10 a custom
steel pole, multi-pole or lattice
structure is required. ☨ Wood pole equivalencies are valid
for Grade B Construction.
01-800-02 Revised 01/17 Transmission
Light Duty Steel Poles
Specification. Idaho Power’s specification
for LD poles requires them to be ASTM
A871 Modified (Self Weathering steel). For
most urban applications they will be painted
Hazelton Grey. All attachments, grounding
nuts, holes, bolt on hardware, vangs,
coatings, and steel arms must be specified
for each pole ordered. LD poles will receive
most distribution facilities that will mount to
a wood pole. Transmission shield wire
brackets and gain base insulators will also
attach with through-bolts similar to wood
pole construction. Contact T&D Design
Engineering for assistance in specifying LD
poles.

Detail A
Shield Wire Bonding
(TBSW) (TRD38) (TCS3)
See Note 1.
Notes:
1. Parts and CUs shown are for 3/8" shield wire
with armor rod. 5/16" shield wire, 3/8" shield wire
without armor rod, or optical ground wire will
require different material.
Grounding and Cathodic Protection. The
details show typical locations for grounding
nut locations relative to different types of
attachments. The shield wire shall be
bonded to the pole as shown in Detail B and
the pole splice requires bonding as well.
Cathodic protection is provided through the
use of a sacrificial magnesium anode and is
required for all LD poles. Cathodic
protection of direct buried engineered steel
pole structures shall be evaluated for each
specific project. Pole grounding material is
included in the pole compatible unit.

Detail B
Slip Joint Bonding

3"

1/2" SS Nut
by Specification
3657
3852
1'-0"

Transmission Revised 01/17 01-800-03
Light Duty Steel Poles

Notes:
1. Corrosion protective coating to bottom of pole by
specification. Contractor is to touch up damaged
coating.
2. 1/2" SS Nuts, Groundline Collar and coating
must be specified by the Project Engineer.

Detail C
Pole Grounding
(TANODE) (TPLDXX)
Detail D
See Section 02-002
for Grounding Details.
01-800-04 Revised 04/17 Transmission
Light Duty Steel Poles
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
3657 13 ft COND CU CW #6 SLD
3669 1 GALV EHS 3/8" STR
3852 3 CONN CU VISE, #6 to 1/0
3853 1 CONN CU VISE #3 to 4/0
4060 1 CONN PG AL 1 BLT
4115 1 CLP SUSP FE 0.30-0.70
4224 1 ARMOR ROD 3/8" EHS
5034 1 GRD RD 5/8"X8" CU BNDED
5181 1 WSHR RND F/ 3/4" BLT
5231 1 BRKT SHLD WIRE 3/4"X16"
5342 1 NUT LOCK MF 3/4"
5351 1 NUT SQ 3/4"
5884 1 ANODE MAGN 17LB
14651 1 WSHR LOCK F/ 3/4" USS
56674 1 CONN CU GRD ACORN
56234 5 ft CONDUCTOR, CU, #2 CU FLEX
PassPort Codes
CU Codes Qty
TANODE 1
TBSW 1
TPLD... 1

Transmission Revised 09/21 01-800-05
Light Duty Steel Poles
Steel Pole Policy Statement
Idaho Power will utilize steel poles or structures for new transmission line construction projects built to
138kV standards and above to minimize damage from wildfires and improve transmission line resilience.
Wood poles may be used on 138kV structures for emergency and maintenance replacements based on the
specific engineering, right-of-way, permitting, and scheduling requirements for each project. Wood
construction is used for voltages below 138kV, unless a different material is needed to meet specific
engineering or planning requirements.

Transmission 01-900-01
Multiple Pole and Lattice Structure Types
Revised 10/03
Application. Multiple pole and lattice structure types vary widely across the property. The
drawings of this section illustrate the configuration of the major structure types that are
encountered on our lines. Although not comprehensive, this list is intended to give a general idea
of what a structure looks like for quick identification purposes and not necessarily to be used as a
naming convention. Actual structures in the field will vary slightly from the drawings shown.
Typically, a structure that has a shield wire will have an ‘S’ succeeding the title i.e. an AX
structure with a shield wire is an AXS.
AH
AHX AKX
A & AX
X
AS & AXS
X
AHD
01-900-02 Transmission
Multiple Pole and Lattice Structure Types Revised 10/03

BKX D (Line 432 & 433)
1-D D or LS (with) & E or MS (without brackets)
DX-w or EX-w-o brackets F
Transmission 01-900-03
Multiple Pole and Lattice Structure Types
Revised 10/03

FX GX-28
H HA-G
HX HX-5
01-900-04 Transmission
Multiple Pole and Lattice Structure Types Revised 10/03

K L3 - DE
L3 - T TX
Steel A & B
Steel A & B & C
Transmission 01-900-05
Multiple Pole and Lattice Structure Types
Revised 10/03

Steel C Steel E
Steel 2E F & G & H
Steel H
Steel T

Transmission 01-9040-01
(Obsolete) 138-kV TR Structure
Revised 10/03
Application. (OBSOLETE) The “TR” structure is a 138 kV TRiangular configuration
which is built with porcelain insulators. It is used for tangent construction where no angles are
involved and where a shield wire is not required. A similar structure, the TR-HL structure, built
with polymer insulators, is preferred. See page 01-041-01.
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Insulator Conductor Clamps
Note 1 -Bill of Materials
4748
5233
4742
Detail A
Detail B
Detail C
4"
12'-0"
min.
See Note 2
2'-6"
Detail D
See Note 1

Notes:
1.Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
01-9040-02 Transmission
(Obsolete) 138-kV TR Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
8"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
5280
See blt sch
5233
5280
5342
5351
3513
4352
5180
452-5500
5183
4"
10"

Detail C
Post Insulator Mount
4352
5185 5280
5351
5342
3513
LAPP= 12"
O.B.= 18"
See blt sch

Detail B
Post Insulator Mount
(TI138VC)
Transmission 01-9040-03
(Obsolete) 138-kV TR Structure
Revised 10/03
18" min.
10% of
pole height
plus 2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
8"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail D
Pole Grounding
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 2 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4724 2 INS LP HRZ CLP 138KV
4748 1 INS LP VERT CLP138KV
Note 1 3 CLP LP INS (size)
5034 1 ROD GRD CW 5/8 X 8 FT
see bolt sch BLT GALV DA 3/4X(long)
see bolt sch BLT GALV MCH 5/8X(long)
see bolt sch BLT GALV MCH 3/4X(long)
452-5500 4 BLT GALV MCH 5/8X1-1/2
5170 2 WSHR CRVD 3X3 X11/16
5180 4 WSHR RND 11/16 HOLE
5184 1 WSHR SPR 11/16 HOLE
5185 6 WSHR SPR 13/16 HOLE
18499 4 WSHR LOCK GALV 5/8IN
5233 1 BRKT POLETOP 138 INS
5279 1 CLIP BONDING 5/8 IN
5280 2 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 6 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 2 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator
clamps.

Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Post Mnt. - - 2 2 2
5065 BLT GALV DA 3/4X20
Post Mnt. 2 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5124 BLT GALV MCH 3/4X14
Top Mnt. - - 2 2 2
5125 BLT GALV MCH 3/4X16
Top Mnt. 2 2 - - -

Transmission 01-9050-01
(Obsolete) 138-kV TV Structure
Revised 10/03
Application. (OBSOLETE) The Tangent Vertical or “TV” structure is a 138-kV
structure used for tangent construction where no angles are involved and where a shield wire is
not required. A similar structure, the TR-HL structure, built with polymer insulators, is preferred.
See page 01-041-01.

4742
Detail A
Detail B
12'-0"
min.
See Note 2
3'-6"
3'-6"
1'-0"
See Note 1
Detail C
Note 1 - Bill of Materials

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances..
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
01-9050-02 Transmission
(Obsolete) 138-kV TV Structure Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Insulator Conductor Clamps
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
5280
5185 3513
See bolt sch
4352
5342
5351 5147
LAPP = 12"
O.B. 18"
3657
4742

Detail B
Post Insulator Mount
(TI138HP)
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Transmission 01-9050-03
(Obsolete) 138-kV TV Structure
Revised 10/03
Bill of Materials
Catalog ID Qty Description
3513 3lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 3 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
Note 1 3 CLP LP INS (size)
4724 3 INS LP HRZ CLP 138KV
5034 1 ROD GRD CW 5/8 X 8 FT
See bolt sch BLT GALV MCH 5/8X(long)
See bolt sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5174 6 WSHR CRVD 6X6 X13/16
5184 1 WSHR SPR 11/16 HOLE
5185 6 WSHR SPR 13/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 3 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 6 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator
clamps.
Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5125 BLT GALV MCH 3/4X16
Insulator - - 6 6 6
5126 BLT GALV MCH 3/4X18
Insulator 6 6 - - -

Transmission 01-9051-01
(Obsolete) 138-kV TVS Structure
Revised 10/03
Application. (Obsolete) The Tangent Vertical with Shield wire or “TVS” structure is
138-kV structure used in tangent construction where there are no angles involved and a shield
wire is required. The TVS-HL structure is the preferred structure of this type. See page
01-053-01.
Note 1 - Bill of Materials
8'-0"
3'-6"
3'-6"
Detail A
Detail B
6"
Detail D
12'-0"
min.
See Note 2
Detail C
4742
See Note 1

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances..
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
01-9051-02 Transmission
(Obsolete) 138-kV TVS Structure Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 08-300-01 Suspension Clamps
08-200-01 Insulator Conductor Clamps 11-010-01 Armor Rod
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
5185
5172
Note 2
5231
6"
5280
5351
5342

Detail B
Shield Wire Mounting Assembly
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Transmission 01-9051-03
(Obsolete) 138-kV TVS Structure
Revised 10/03
5280
5185 3513
See bolt sch
4352
5342
5351 5147
LAPP = 12"
O.B. 18"
3657
4742

Detail D
Post Insulator Mount
(TI138HC)
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
Note 2 3 CLP SUSP AL (size)
4352 3 SLV CU TAP OFST 6-6
4724 3 INS LP HRZ CLP 138KV
Note 1 3 CLP LP INS (size)
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5172 2 WSHR CRVD 4X4 X13/16
5174 6 WSHR CRVD 6X6 X13/16
5184 1 WSHR SPR 11/16 HOLE
5185 7 WSHR SPR 13/16 HOLE
5231 1 BRKT SHLDWIRE 3/4X16
5279 1 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 7 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
1 Refer to page 08-200-01 for line post insulator
clamps.
2 Refer to page 08-200-02 for suspension clamps.

Bolt Schedule
Catalog ID DescriptionQty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5125 BLT GALV MCH 3/4X16
Insulator - - 4 6 6
5126 BLT GALV MCH 3/4X18
Insulator 4 4 2 - -
5227 BLT GALV MCH 3/4X20
Insulator 2 2 - - -

Transmission 01-9055-01
(Obsolete) 138-kV TV-DC Structure
Revised 10/03
Application. (Obsolete) The “TV-DC” (Tangent Vertical Double Circuit) structure is a
138-kV structure used in tangent construction where there are no angles involved and where a
shield wire is not required. The TV-DC-HL structure, built with polymer insulators, is the
preferred structure of this type. See page 01-057-01.
4742
Detail A
Detail B12"
6'-0"
6'-0"
See Note 1
12'-0"
min.
See Note 2
Detail C
Note 1- Bill of Materials

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances..
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
01-9055-02 Transmission
(Obsolete) 138-kV TV-DC Structure Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-300-01 Suspension Clamps
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
4352
5185 5280
5351
5342
3513
LAPP= 12"
O.B.= 18"
See blt sch

Detail B
Post Insulator Mount
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Transmission 01-9055-03
(Obsolete) 138-kV TV-DC Structure
Revised 10/03
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 3 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4724 6 INS LP HRZ CLP 138KV
Note 1 3 CLP LP INS (size)
5034 1 ROD GRD CW 5/8 X 8 FT
see bolt sch BLT GALV DA 3/4X(long)
see bolt sch BLT GALV MCH 5/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5184 1 WSHR SPR 11/16 HOLE
5185 12 WSHR SPR 13/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 3 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 12 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator
clamps.

Bolt Schedule
Catalog ID DescriptionQty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Insulator - 2 6 6 6
5065 BLT GALV DA 3/4X20
Insulator 4 4 - - -
5066 BLT GALV DA 3/4X22
Insulator 2 - - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -

Transmission 01-9056-01
(Obsolete) 138-kV TVS-DC Structure
Revised 10/03
Application. (Obsolete) The “TVS-DC” (Tangent Vertical with Shield wire Double
Circuit) structure is a 138-kV structure used in tangent construction or where there are small
angles involved and where a shield wire is required. The TVS-DC structure should be used only
to match existing construction. The TVS-DC-HL structure, built with polymer insulators, is the
preferred structure of this type. See page 01-058-01.
8'-0"
6'-0"
6'-0"
6"
4742
Detail A
Detail B
Detail D
See Note 1
12'-0"
min.
See Note 2
Detail C
Note 1- Bill of Materials

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances..
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
01-9056-02 Transmission
(Obsolete) 138-kV TVS-DC Structure Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Insulator Conductor Clamps
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
5185
5172
Note 2
5231
6"
5280
5351
5342

Detail B
Shield Wire Mounting Assembly
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Transmission 01-9056-03
(Obsolete) 138-kV TVS-DC Structure
Revised 10/03
4352
5185 5280
5351
5342
3513
LAPP= 12"
O.B.= 18"
See blt sch

Detail D
Post Insulator Mount
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
Note 2 3 CLP SUSP AL (size)
4352 3 SLV CU TAP OFST 6-6
4724 6 INS LP HRZ CLP 138KV
Note 1 3 CLP LP INS (size)
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt sch 6 BLT GALV DA 3/4X(long)
See Bolt sch 1 BLT GALV MCH 5/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5172 2 WSHR CRVD 4X4 X13/16
5184 1 WSHR SPR 11/16 HOLE
5185 13 WSHR SPR 13/16 HOLE
5231 1 BRKT SHLDWIRE 3/4X16
5279 1 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 12 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
1 Refer to page 08-200-01 for line post insulator
clamps.
2 Refer to page 08-200-02 for suspension clamps.

Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Insulator - 2 4 6 6
5065 BLT GALV DA 3/4X20
Insulator 2 4 2 - -
5066 BLT GALV DA 3/4X22
Insulator 4 - - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -

Transmission 01-9060-01
(Obsolete) 138-kV TA Structure
Revised 10/03
Application. (Obsolete) The Tangent Angle or TA structure is used to turn small angles
between 0°-15°. It is a 138-kV, vertical configuration, angle structure built with porcelain
insulators. The TA-HL and TAS-HL are preferred. See pages 01-062-01 and 01-063-01.
3"
3'-0"
6'-0"
6'-0"
1'-6"
6"
5"
4742
Detail A
4060
Detail C
Detail B
4352
5310
5316
3669
5311
Detail D
4727
See note 3.
See note 1.12'-0" min.
to distribution
underbuild.
See note 2.
Note 1 - Bill of Mat.
Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
3. Construction Practice. Use a guy strain insulator on structures without shield wires. For proper
placement of the guy strain insulators, see figure 3 on page 04-600-04.
15
max
o

(Distribution)
Small Line Angles (up to 15°°°°) Guy Anchoring
01-9060-02 Transmission
(Obsolete) 138-kV TA Structure Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 04-600-01 Insulating Guys
04-100-01 Anchoring 08-200-01 Conductor Clamps
04-510-01 Down Guy Assembly 11-010-01 Armor Rods
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
5280
5185 3513
See bolt sch
4352
5342
5351 5147
LAPP = 12"
O.B. 18"
3657
4742

Detail B
Post Insulator Mount
(TI138HC)
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Transmission 01-9060-03
(Obsolete) 138-kV TA Structure
Revised 10/03
5351
5342
5280
3513
See bolt Sch
4845
5316
4352
4060
3657
5176
5328

Detail D
Pole Eye Assembly
(TPEA1)
Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Post Mnt. - - - - 2
5124 BLT GALV MCH 3/4X14
Post Mnt. - - 2 4 4
5125 BLT GALV MCH 3/4X16
Post Mnt. 6 8 8 6 4
5126 BLT GALV MCH 3/4X18
Post Mnt. 4 2 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye † - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye † - - 2 2 2
5125 BLT GALV MCH 3/4X16
Pole Eye † 2 2 2 2 -
5126 BLT GALV MCH 3/4X18
Pole Eye † 2 2 - - -
† For bonding to the top bolt as shown, increase the
length of 1 bolt for each pole eye by 2″
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
3669 50 lb WIRE GALV GUY 3/8EHS
4060 2 CN PG 1 BLT 6-2/0
4078 1 CN WLD 5/8 ROD-#6 CU
4352 6 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4727 2 INS GUY STR 30000 78
4724 3 INS LP HRZ CLP 138KV
Note 1 3 CLP LP INS (size)
4845 2 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5174 6 WSHR CRVD 6X6 X13/16
5176 4 WSHR CRVD 3X4X15/16
5184 1 WSHR SPR 11/16 HOLE
5185 6 WSHR SPR 13/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 5 CLIP BONDING 3/4 IN
5310 1 GRIP GUY AUT 3/8
5311 1 GRIP GUY AUT 3/8 LNG
5316 6 GRIP GUY FMD 3/8 EHS
5328 2 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 10 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 5 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator
clamps.

Transmission 01-9061-01
(Obsolete) 138-kV TAS Structure
Revised 10/03
Application. (Obsolete) The Tangent Angle with Shield wire or TAS structure is used to
turn small angles between 0°-15°. It is a 138-kV, vertical configuration, angle structure built with
porcelain insulators. The TAS-HL is the preferred structure. See page 01-063-01.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of the
lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain a
minimum of 12' to the crossarm
mounting bolt of any distribution
underbuild. This dimension is valid
for spans of 300' or less. For
longer spans, consult with
engineering.
3. Construction Practice. When the
shield wire is grounded at every
structure, the pole ground wire
may be considered “effectively
grounded”. If there is no
distribution underbuild and if the
structure is anchored with a
Tubeco anchor or copperweld rod,
the guy strain insulator is omitted
as shown in the adjacent
illustration. If a galvanized anchor
rod has been used, guy strain
insulators, as shown on page 01-
060-01 are required. Also, if there
is distribution underbuild, guy
strain insulators may be required.

15
max
15
max
oo

(Distribution)

Small Line Angles (Up to 15°) Guy Anchoring
3"
5311
3'-0"
6'-0"
6'-0"
8'-0"
6"
5"
4742
Detail A
Details D & E
3669
4060
Detail C
Detail B
5316
4352
5310
See note 3.
See note 1.12'-0" min.
to distribution
underbuild.
See note 2.
Note 1 - Bill of Mat.
Note 2 - Bill of Materials
4838

01-9061-02 Transmission
(Obsolete) 138-kV TAS Structure Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 08-174-01 Shield Wire Assembly
04-100-01 Anchoring 08-200-01 Insulator Conductor Clamps
04-510-01 Down Guy Assembly 11-010-01 Armor Rods
04-600-01 Insulating Guys
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)
5280
5185 3513
See bolt sch
4352
5342
5351 5147
LAPP = 12"
O.B. 18"
3657
4742

Detail B
Post Insulator Mount
(TI138HC)
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Transmission 01-9061-03
(Obsolete) 138-kV TAS Structure
Revised 10/03
5351
5342
5280
3513
See bolt Sch
4845
5316
4352
4060
3657
5176
5328

Detail D. Pole Eye Assembly
(With Cast -Curved Washers)
(TPEA1)
5351
5328
5351
5280
3513
See bolt sch
4845
5316
4352
4060
3657

Detail E. Pole Eye Assembly
(With Back-to-Back Heavy Duty Pole Eye
Plates)
(TPEA)
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
3669 50 lb WIRE GALV GUY 3/8EHS
4060 2 CN PG 1 BLT 6-2/0
Note 2 3 CLP SUSP AL (size)
4078 1 CN WLD 5/8 ROD-#6 CU
4352 6 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4724 3 INS LP HRZ CLP 138KV
Note 1 3 CLP LP INS (size)
4838 1 SHKL AN 5/8x2.75
4845 2 CLV THMB BNK
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 2 WSHR CRVD 3X3 X11/16
5174 6 WSHR CRVD 6X6 X13/16
5176 2 WSHR CRVD 3X4X15/16
5184 1 WSHR SPR 11/16 HOLE
5185 6 WSHR SPR 13/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 5 CLIP BONDING 3/4 IN
5310 1 GRIP GUY AUT 3/8
5311 1 GRIP GUY AUT 3/8 LNG
5316 2 GRIP GUY FMD 3/8 EHS
5328 3 EYE POLE PLT HD
5341 1 NUT MF 5/8 IN
5342 10 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 5 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator
clamps.
2 Refer to page 08-200-02 for suspension clamps.
01-9061-04 Transmission
(Obsolete) 138-kV TAS Structure Revised 10/03
Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5123 BLT GALV MCH 3/4X12
Pole Eye † - - - - 2
5124 BLT GALV MCH 3/4X14
Pole Eye † - - 2 2 2
5124 BLT GALV MCH 3/4X14
Post Mnt. - - - 2 4
5125 BLT GALV MCH 3/4X16
Pole Eye † 2 2 2 2 -
5125 BLT GALV MCH 3/4X16
Post Mnt. 2 4 4 4 2
5126 BLT GALV MCH 3/4X18
Pole Eye † 2 2 - - -
5126 BLT GALV MCH 3/4X18
Post Mnt. 4 2 2 - -
† For bonding to the top bolt as shown, increase 1 bolt
for each pole eye by 2″.

Transmission Revised 04/14 01-9100-01
(Obsolete) 69 kV & 138 kV AXS Structure
SCALE: 1'-0" = 65'-2.6"
B
B
AA
5'-10"
6'-0"
13'-6"
C
C
D
D
5258
4952
Detail B
Detail D
Detail C
Detail A6"
4115
5236
5262

Application. (OBSOLETE) The AXS is a 69 kV or 138 kV horizontal configuration, H–frame,
tangent structure with an X-brace and a Shield wire support. It is used where long conductor spans are
possible helping to minimize the number of structures needed. For heavy loading conditions, guy braces
can be installed for additional support.
Use the subassemblies shown as details in this section for maintenance of existing 69 kV structures with
11'-6" pole spacing. See Section 1-252 of the Materials Manual for the required 69 kV X-brace
replacement.

Notes:
1. Design Reference. Use the
elevation of the bottom bolt of the
lowest insulator mount as a
conductor reference point for
calculating vertical clearances.
2. Framing Reference. Maintain a
minimum of 12' to the crossarm
mounting bolt of any distribution
underbuild. This dimension is
valid for spans of 300' or less. For
longer spans, consult with
engineering.
3. Construction Practice. If there
is a possibility of energizing a
broken or sagging down guy then
guy strain insulators are required.
Anchor type may also require the
use of guy strain insulators. See
Section 04.
4. Avian. Eagle safe construction
requires 138 kV steel
construction insulators or larger.
See 06-10-04.

See note 4.
01-9100-02 Revised 04/14 Transmission
(Obsolete) 69 kV & 138 kV AXS Structure
For hardware details and PassPort Codes, see sections:
02-002 Grounding Information 08-300 Conductor Clamps
08-100 Insulator String Assembly 10-050 Vibration Dampers
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Detail A
Anti-Split Bolt Assembly (ASB)

Detail B
Upper X-Brace Mount (TXB13)
Detail C
Lower X-Brace Mount (TXB13)
Detail D
Pole Grounding

3"
22147
5279
5341
5350
See bolt sch
5170
SCALE: 1" = 13.889"

SCALE: 1'-0" = 12'-6"
See bolt sch
5173
5281
5352
5343
22150
5700

SCALE: 1'-0" = 12'-6"
See bolt sch
5343 5173
5352

18" min.
10 of
pole height
+2'-0"
18"
min.
5374
5034
Detail B
Detail A
3657
5372
5371
24"
max.
(See Section 02-002
for Grounding Details)
25448
Transmission Revised 04/14 01-9100-03
(Obsolete) 69 kV & 138 kV AXS Structure

Section A-A
Head Brace Mount
(THDBR136)

Section C-C
Crossarm Mount
(TA28)

Section B-B
Shield Wire Attachment

Section D-D
Crossarm Spacer Fitting
(Supplied with Crossarm)

SCALE: 1'-0" = 6'-3"
5258
41154823
SCALE: 1'-0" = 6'-3"
5700
22150
5352
5343
5281
28806
4952
5194
See bolt sch

28806
221495172
5280
5351
5342 See bolt sch
5258

01-9100-04 Revised 04/14 Transmission
(Obsolete) 69 kV & 138 kV AXS Structure
Bill of Materials
See the Work Order and PassPort for current
Bill of Materials information.
Cat. ID Qty Description
28806 12 ft CND CU SLD SD BR 6
3657 160 ft CND CW SLD 6
4115 2 CLP SUSP FE 0.3 - 0.7
4823 2 CLV Y-EYE TWTD 1/2
4952 1 pr XARM ASSY LAM 7X3X28
5034 2 ROD GRD CW 5/8 X 8 FT
5077 2 BLT GALV DA 7/8X22
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
See Bolt Sch BLT GALV MCH 7/8X(long)
5170 4 WSHR CRVD 3X3 X11/16
5172 2 WSHR CRVD 4X4 X13/16
5173 4 WSHR CRVD 4X4 X15/16
5194 4 WSHR SQ 4X4 X 15/16
5236 1 pr BRC X 3 BY 4 & 13-6PS
5258 1 BRC HD STL H-FRAME
5262 1 CENTER CLAMP
5279 2 CLIP BONDING 5/8 IN
5280 2 CLIP BONDING 3/4 IN
5281 4 CLIP BONDING 7/8 IN
5341 2 NUT MF 5/8 IN
5342 2 NUT MF 3/4 IN
5343 8 NUT MF 7/8 IN
5350 2 NUT GALV PLAIN 5/8
5351 2 NUT GALV PLAIN 3/4
5352 4 NUT GALV PLAIN 7/8
5371 2 lb NAIL GALV 10D
5372 80 CLIP GRD WIRE
5374 1 lb STAPLE FENCE 1 1/2
5700 6 CONN, C-TAP, #6 to #6
22147 2 WSHR DBL COIL 11/16 HOLE
22149 2 WSHR DBL COIL 13/16 HOLE
22150 8 WSHR DBL COIL 15/16 HOLE
25448 1 CONN, CU, GRD, DRV-ON,5/8
Bolt Schedule
Cat. ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5077 BLT GALV DA 7/8X22
Crossarm - - - 2 2
5078 BLT GALV DA 7/8X24
Crossarm - - 2 - -
5079 BLT GALV DA 7/8X26
Crossarm 2 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 2 2 2
5109 BLT GALV MCH 5/8X14
Anti-split 2 2 - - -
5123 BLT GALV MCH 3/4X12
Head brace - - 2 2 2
5124 BLT GALV MCH 3/4X14
Head brace 2 2 - - -
5138 BLT GALV MCH 7/8X16
Cross brace - - 2 2 4
5139 BLT GALV MCH 7/8X18
Cross brace 2 2 - - -
5140 BLT GALV MCH 7/8X20
Cross brace - 2 2 2 -
5141 BLT GALV MCH 7/8X22
Cross brace 2 - - - -

PassPort Codes
CU Codes Qty
TASB 2
TA28 1
THDBR136 1
TXB13 1

Transmission 01-9140-01
(Obsolete) 69-kV TR Structure
Revised 10/03
Application. (Obsolete) This “TR” structure is a 69-kV TRiangular configuration which is
built with porcelain, line-post insulators. It is used for tangent construction where no angles are
involved and where a shield wire is not required. The TR-HL structure is the preferred structure
of this type. See page 01-141-01.
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Insulator Conductor Clamps

12'-0"
min.
See Note 2
Detail A
4774
Detail C
Detail B
4741
Detail D
Detail E
3"
See Note 1
2'-6"
Note 1 - Bill of Materials

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances.
2. Framing Reference. Maintain a minimum of 12′ to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300′ or less. For longer spans, consult with engineering.
01-9140-02 Transmission
(Obsolete) 69-kV TR Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
7"
5184
5279
5341
5350
See bolt sch
5170
Note 1 - Bill of Mat.
4474
4874
7"
5184
5279
5341
5350
5170
5234
See Bolt Sch
4474
8"
5313
3"

Detail A Detail B
Anti-Split Bolt Assembly Pole Top Bracket Mount
(TASB) (TI69C)
See bolt Sch
4352
5185 5280
5351
5342
3513
LAPP= 12"
O.B.= 12"
Note 1 - Bill of Materials
Note 1
4774
4874
5234

Detail C Detail D
Post Insulator Mount Insulator Assembly Detail
(TI69HCDC)
Transmission 01-9140-03
(Obsolete) 69-kV TR Structure
Revised 10/03
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
7"
24"
max.
(See page 02-002-02
for grounding details.)
4078

Detail E
Pole Grounding
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 1 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4741 2 INS LP HRZ CLP 69 KV
4774 1 INS LP VERT CLP 69KV
Note 2 3 CLP LP INS (size)
4874 1 STUD INS 3/4X1 3/4
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV DA 3/4X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
5170 4 WSHR CRVD 3X3 X11/16
5184 3 WSHR SPR 11/16 HOLE
5185 4 WSHR SPR 13/16 HOLE
5234 1 BRKT POLETOP 69KV INS
5279 2 CLIP BONDING 5/8 IN
5280 1 CLIP BONDING 3/4 IN
5341 3 NUT MF 5/8 IN
5342 4 NUT MF 3/4 IN
5350 2 NUT GALV PLAIN 5/8
5351 1 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
2 Refer to page 08-200-01 for line post insulator
clamps.

Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Post Mnt. - - 2 2 2
5065 BLT GALV DA 3/4X20
Post Mnt. 2 2 - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5109 BLT GALV MCH 5/8X14
Top Mnt. - - 2 2 2
5110 BLT GALV MCH 5/8X16
Top Mnt. 2 2 - - -

Transmission 01-9150-01
(Obsolete) 46-kV & 69-kV TV-DC Structure
Revised 10/03
Application. (Obsolete) The Tangent Vertical Double Circuit or “TV-DC” structure is a
structure used in 46-kV or 69-kV tangent construction where there are no angles involved and
where a shield wire is not required. When two circuits are required, it provides a cost effective
alternative to constructing two separate lines. The TV-DC structure is built with porcelain
insulators. The TV-DC-HL is the preferred structure of this kind. See page 01-151-01.

Detail A
Detail B1'-0"
5'-0"
5'-0"
474112'-0"
min.
See Note 2
Detail C
See Note 1
Note 1 - Bill of Materials

Notes:
1. Design Reference. Use the elevation of the bottom bolt of the lowest insulator mount as a conductor
reference point for calculating vertical clearances..
2. Framing Reference. Maintain a minimum of 12' to the crossarm mounting bolt of any distribution
underbuild. This dimension is valid for spans of 300' or less. For longer spans, consult with engineering.
01-9150-02 Transmission
(Obsolete) 46-kV & 69-kV TV-DC Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)

3"
5184
5279
5341
5350
See blt sch
5170

Detail A
Anti-Split Bolt Assembly
(TASB)

See bolt Sch
4352
5185 5280
5351
5342
3513
LAPP= 12"
O.B.= 12"
Note 1 - Bill of Materials

Detail B
Post Insulator Mount
(TI69HCDC)
Transmission 01-9150-03
(Obsolete) 46-kV & 69-kV TV-DC Structure
Revised 10/03
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 08-300-01 Clamp
11-010-01 Armor Rod
18" min.
10% of
pole height
+2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
3"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail C
Pole Grounding
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 3 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4741 6 INS LP HRZ CLP 69 KV
Note 1 3 CLP LP INS (size)
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV DA 3/4X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
5170 2 WSHR CRVD 3X3 X11/16
5184 1 WSHR SPR 11/16 HOLE
5185 12 WSHR SPR 13/16 HOLE
5279 1 CLIP BONDING 5/8 IN
5280 3 CLIP BONDING 3/4 IN
5341 1 NUT MF 5/8 IN
5342 12 NUT MF 3/4 IN
5350 1 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
1 Refer to page 08-200-01 for line post insulator
clamps.

Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5064 BLT GALV DA 3/4X18
Post Mnt. - 2 6 6 6
5065 BLT GALV DA 3/4X20
Post Mnt. 4 4 - - -
5066 BLT GALV DA 3/4X22
Post Mnt. 2 - - - -
5108 BLT GALV MCH 5/8X12
Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -

Transmission 01-9352-01
(Obsolete) 46-kV & 69-kV T (Pin) Structure
Revised 10/03
Application. (Obsolete) The “T” structure is a 46-kV or a 69-kV Tangent structure used
on the Idaho Power Company transmission system. It was originally developed using pin
insulators, as shown in this standard. Later, the “T” structure was modified to be built with line
post insulators. See page 01-350-01. Today, the “T” structure is typically used to match or
replace existing structures. For new construction, the preferred tangent structure is the “TR”
structure shown on page 01-141-01.
Pin insulators are an inactive stock item which will not be reordered. Replacement of the pin
insulators and pins will be limited to the remaining stock in stores. Defective wood pins will be
replaced with steel pins, using pinhole adapters (Cat. ID 5202). Line post insulators will be
installed when the pin insulator stock has been depleted. For the installation of line post
insulators, see page 01-350-01.
Bonding and Grounding The pole ground is to be terminated in a halo at a minimum of
12" below the attachment point of the crossarm brace. Any outside insulator steel pins on the
crossarm are to be bonded to the crossarm anti-split bolts and the center insulator steel pin is to
be bonded to the crossarm through-bolt and the pole anti-split bolt. These changes have been
made to help eliminate the problem of nuisance tripping and the extreme difficulty which follows
in attempting to locate the source of the problem. The pole ground is terminated in a halo to
eliminate radio noise and near the top of the pole to provide a convenient ground point for
maintenance personnel. For additional details concerning appropriate grounding practices, see
page 02-002-01.
Details A & C
Detail B
Detail D
12" Min.
Halo
Detail E
Remove any bonding
between insulator pins.
Remove pole ground
wire above the halo.
4"
Obsolete bonding
and Grounding Method
01-9352-02 Transmission
(Obsolete) 46-kV & 69-kV T (Pin) Structure Revised 10/03
See bolt sch 5172
5313
4950
5193
22149
5342 5280
5351
For hardware details and PassPort Codes see pages:
02-002-01 Grounding 11-300-01 Formed Tie
11-010-01 Armor Rod
Details. See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)

Detail A
Anti-Split Bolt Assembly Bonding
(TASB)
Detail B
Pin Insulator Mounting and Bonding
(TI69)

Detail C
Crossarm Mounting and Bonding
(TASM11)
22147
5279
5341
5350
See bolt Sch
5170
8"
4"5180
5106
5280
5342 5351
22149
3513
5350
5341
5279
22147
4767
5161

Transmission 01-9352-03
(Obsolete) 46-kV & 69-kV T (Pin) Structure
Revised 10/03

Detail D
Mounting the Crossarm Brace
(TWB72)
18" min.
10% of
pole height
plus 2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
8"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail E
Pole Grounding
(With a Halo)
22146 5099
5188
5177
5340
5240
5349
22147
5341
See bolt sch
51705350
5240
a. Mounting the Crossarm Brace to the Crossarm
b. Mounting the Crossarm Brace to the Pole
01-9352-04 Transmission
(Obsolete) 46-kV & 69-kV T (Pin) Structure Revised 10/03
Bill of Materials
See the Work Order and PassPort for
current Bill of Materials information.
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 1 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4767 3 INS PIN 69 KV
4950 1 XARM 6X8X11 SM HOLE
5034 1 ROD GRD CW 5/8 X 8 FT
5098 2 BLT GALV MCH 1/2X8
5099 2 BLT GALV MCH 1/2X10
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5161 3 PIN STL 12 IN LONG
5170 3 WSHR CRVD 3X3 X11/16
5172 1 WSHR CRVD 4X4 X13/16
5177 2 WSHR TAP FLGD 3X3X5
5179 2 WSHR RND 9/16 HOLE
22146 4 WSHR DBL COIL 9/16 HOLE
22147 2 WSHR DBL COIL 11/16 HOLE
22149 4 WSHR DBL COIL 13/16 HOLE
5188 2 WSHR SQ 2X2X9/16
5193 1 WSHR SQ 4X4X13/16
5240 1 pr BRC XARM WOOD 72 IN
5278 2 CLIP BONDING 1/2 IN
5279 1 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5340 4 NUT MF 1/2 IN
5341 2 NUT MF 5/8 IN
5342 4 NUT MF 3/4 IN
5349 2 NUT GALV PLAIN 1/2
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5098 BLT GALV MCH 1/2X8
Crossarm 2 2 2 2 2
5099 BLT GALV MCH 1/2X10
Crossarm 2 2 2 2 2
5108 BLT GALV MCH 5/8X12
Anti-split* - - - 1 1
5109 BLT GALV MCH 5/8X14
Anti-split* - 1 1 1 1
5110 BLT GALV MCH 5/8X16
Anti-split* 1 1 1 - -
5111 BLT GALV MCH 5/8X18
Anti-split* 1 - - -
5126 BLT GALV MCH 3/4X18
Crossarm - - - - 1
5227 BLT GALV MCH 3/4X20
Crossarm - - 1 1 -
5128 BLT GALV MCH 3/4X22
Crossarm 1 1 - - -
* or cross brace, or top mount insulator

Transmission 01-9353-01
(Obsolete) 46-kV & 69-kV T (Ridge Iron) Structure
Revised 10/03
Application. (Obsolete) This 46 kV to 69 kV Tangent or “T” structure is constructed with
a ridge iron and post insulators. The ridge iron is no longer being stocked, which makes these
structures, essentially, Obsolete. Existing structures, however, must still be maintained. Please
refer to page 01-350-01 for a replacement “T” structure. For new construction, the preferred
tangent structure is the “TR” structure shown on page 01-141-01.
Bonding and Grounding. The pole ground is to be terminated in a halo at a minimum of
12" below the attachment point of the crossarm brace. Any outside insulator steel pins on the
crossarm are to be bonded to the crossarm anti-split bolts and the center insulator mounting
bracket is to be bonded to the crossarm through-bolt and the pole anti-split bolt. These changes
have been made to help eliminate the problem of nuisance tripping and the extreme difficulty
which follows in attempting to locate the source of the problem. The pole ground is terminated in
a halo to eliminate radio noise and near the top of the pole to provide a convenient ground point
for maintenance personnel. For additional details concerning appropriate grounding practices,
see page 02-002-01.

12" Min.
Remove any bonding
between insulator studs.
Remove pole ground
wire above the “halo”.
A pole top bracket
has been shown
as a replacement
for the ridge iron.
4"
7"
Alternate Method for
Attatching Center Phase
Insulator Mounting Bracket

Obsolete Bonding &
Grounding Method
Transmission 01-9354-01
(Obsolete) 46-kV & 69-kV T (Post) Structure
Revised 10/03
Application. (Obsolete) This Tangent structure is the preferred 46-kV to 69-kV “T”
structure used on the Idaho Power Company transmission system. It was originally developed
using pin insulators, as shown on page 01-352-01. Later, the “T” structure was modified to be
built with line post insulators using a crossarm and ridge iron design. See page 01-353-01. Today,
the “T” structure is typically used to match or replace existing structures. For new construction,
the preferred tangent structure is the “TR” structure shown on page 01-141-01.
This “T” structure is assembled using post insulators on an 11 foot crossarm. As indicated above,
this structure should only be used as a replacement in an existing line.
Bonding and Grounding. The pole ground is to be terminated in a halo at a minimum of
12" below the attachment point of the crossarm brace. Any outside insulator steel pins on the
crossarm are to be bonded to the crossarm anti-split bolts and the center insulator steel pin is to
be bonded to the crossarm through-bolt and the pole anti-split bolt. These changes have been
made to help eliminate the problem of nuisance tripping and the extreme difficulty which follows
in attempting to locate the source of the problem. The pole ground is terminated in a halo to
eliminate radio noise and near the top of the pole to provide a convenient ground point for
maintenance personnel. For additional details concerning appropriate grounding practices, see
page 02-002-01.
Detail B
Details A & C
Detail D
12" min.
Detail E
Remove any bonding
between insulator studs.
Remove pole ground
wire above the “halo”.
4"
Obsolete Bonding &
Grounding Method

01-9354-02 Transmission
(Obsolete) 46-kV & 69-kV kV T (Post) Structure Revised 10/03
For hardware details and ECMS Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Clamp 11-300-01 Formed Tie
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
5184
5279
5341
5350
See bolt sch
5170
8"
4"
4774
5359
5179
5098
5280
5342
4876
5351
5185
3513
5349
5340
5278
5183
4736
or

Detail A Detail B
Anti-Split Bolt Assembly Bonding Pin Insulator Mounting and Bonding
(TASB) (T169)
See bolt sch 5172
3513
4950
5193
5185
5342 5280
5351

Detail C Detail D
Crossarm Mounting and Bonding (TASM11) Clamp top insulators may be used in
place of the tie top insulators shown
in details A, B, & C
Transmission 01-9354-03
(Obsolete) 46-kV & 69-kV T (Post) Structure
Revised 10/03
5183 5099
5188
5177
5340
5240
5349
5184
5341
See bolt sch
51705350
5240

Detail D
Mounting the Crossarm Brace
(TWB72)
18" min.
10% of
pole height
plus 2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
8"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail E
Pole Grounding
(With Halo)
a) Mounting Crossarm Brace to Crossarm
b) Mounting Crosssarm Brace to Pole
01-9354-04 Transmission
(Obsolete) 46-kV & 69-kV kV T (Post) Structure Revised 10/03
Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
Note 3,5 3 ROD ARMOR AL (size)
Note 2,6 3 TIE FMD TOP (size)
4352 1 SLV CU TAP OFST 6-6
4706 Note 1 1 MLDG GRD PSTC 1X8 FT
4736 Note 2 3 INS LP VERT TIE 69KV
4774 Note 3 3 INS LP VERT CLP 69KV
Note 4 3 CLP LP INS (size)
4876 3 STUD INS 3/4 X 10
4950 1 XARM 6X8X11 SM HOLE
5034 1 ROD GRD CW 5/8 X 8 FT
See Bolt Sch BLT GALV MCH 1/2X(long)
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 3 WSHR CRVD 3X3 X11/16
5172 1 WSHR CRVD 4X4 X13/16
5177 2 WSHR TAP FLGD 3X3X5
5179 2 WSHR RND 9/16 HOLE
5183 4 WSHR SPR 9/16 HOLE
5184 2 WSHR SPR 11/16 HOLE
5185 4 WSHR SPR 13/16 HOLE
5188 2 WSHR SQ 2X2X9/16
5193 1 WSHR SQ 4X4X13/16
5240 1 pr BRC XARM WOOD 72 IN
5278 2 CLIP BONDING 1/2 IN
5279 1 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5340 4 NUT MF 1/2 IN
5341 2 NUT MF 5/8 IN
5342 4 NUT MF 3/4 IN
5349 2 NUT GALV PLAIN 1/2
5350 1 NUT GALV PLAIN 5/8
5351 4 NUT GALV PLAIN 3/4
5359 3 SADDLE XARM
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376 Note 1 4 STAPLE MLD SQ BARBED
1 To be used when there is no distribution underbuild.
2 Use tie top line post insulators on conductors sized
4/0 and smaller.
3 Use clamp top insulators on conductors sized larger
than 4/0, or where conductor galloping is a problem.
4 Refer to page 08-200-01 for line post insulator
clamps.
5 Refer to page 11-010-01 for Armor Rods.
6 Refer to page 11-300-01 for Formed Top Ties
Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5098 BLT GALV MCH 1/2X8
Crossarm 2 2 2 2 2
5099 BLT GALV MCH 1/2X10
Crossarm 2 2 2 2 2
5108 BLT GALV MCH 5/8X12
Anti-split* - - - 1 1
5109 BLT GALV MCH 5/8X14
Anti-split* - 1 1 1 1
5110 BLT GALV MCH 5/8X16
Anti-split* 1 1 1 - -
5111 BLT GALV MCH 5/8X18
Anti-split* 1 - - - -
5126 BLT GALV MCH 3/4X18
Crossarm - - - - 1
5227 BLT GALV MCH 3/4X20
Crossarm - - 1 1 -
5128 BLT GALV MCH 3/4X22
Crossarm 1 1 - - -
* or cross brace or top mount insulator

Transmission 01-9360-01
(Obsolete) 46-kV & 69-kV TBC (Ridge Iron) Structure
Revised 10/03
Application. (Obsolete) The 46-kV and 69-kV Tangent Before Corner or “TBC”
structure is constructed with a pole top bracket, a crossarm and post insulators. The ridge iron,
with which it was once constructed, is no longer being stocked. This makes these structures
essentially OBSOLETE. Existing structures, however, must still be maintained. Although
obsolete, a replacement “TBC” structure similar to 01-361-01 can be constructed with polymer
insulators.
Bonding and Grounding. The pole ground is to be terminated in a halo at a minimum of
12" below the attachment point of the crossarm brace. Any outside insulator steel pins on the
crossarm are to be bonded to the crossarm anti-split bolts and the center insulator mounting
bracket is to be bonded to the pole anti-split bolt. These changes have been made to help
eliminate the problem of nuisance tripping and the extreme difficulty which follows in
attempting to locate the source of the problem. The pole ground is terminated in a halo to
eliminate radio noise and near the top of the pole to provide a convenient ground point for
maintenance personnel. For additional details concerning appropriate grounding practices, see
page 02-002-01.

12" Min Remove pole ground
wire above the “halo”.
Remove any
bonding between
insulator pins
A pole top bracket
has been shown
as a replacement
for the ridge iron.
4' 6"
3"

Obsolete Bonding &
Grounding Method

Transmission 01-9361-01
(Obsolete) 46-kV & 69-kV TBC Structure
Revised 10/03
Application. (Obsolete) The Tangent Before Corner or “TBC” structure is used when
rotating from horizontal to vertical construction or when a “raptor safe” configuration is
required. It is a 46-kV or 69-kV structure using two post insulators on a lowered 11 foot crossarm
and one post insulator on a pole top bracket. This structure should only be used as a replacement
in an existing line.
Bonding and Grounding. The pole ground is to be terminated in a halo at a minimum of
12" below the attachment point of the crossarm brace. Any outside insulator steel pins on the
crossarm are to be bonded to the crossarm anti-split bolts and the center insulator bracket is to be
bonded to the pole anti-split bolt. These changes have been made to help eliminate the problem
of nuisance tripping and the extreme difficulty which follows in attempting to locate the source
of the problem. The pole ground is terminated in a halo to eliminate radio noise and near the top
of the pole to provide a convenient ground point for maintenance personnel. For additional
details concerning appropriate grounding practices, see page 02-002-01.
Detail A
Detail B
Detail E Detail C
Detail D
12" min.
3'-0"
4'-6"
3"
Detail F
Remove any bonding
between insulator studs.
Remove pole ground
wire above the halo.

Obsolete Bonding
and Grounding Method

01-9361-02 Transmission
(Obsolete) 46-kV & 69-kV TBC Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions
used in the illustrations within this document.)
7"
5184
5279
5341
5350
See bolt sch
5170
385-1835

Detail A
Anti-Split Bolt Assembly Bonding
(TASB)
4736
4774
5359
5179
5098
5280
5342
4876
5351
5185
3513
5349
5340
5278
5183
or

Detail C
Crossarm Mounting and Bonding
(TASM11)
7"
5184
5279
5341
5350
5170
5234
See bolt sch
4736
4774
8"
3513
3"
or

Detail B
Pin Insulator Mounting and Bonding
(TIP69 + TPTB)
See bolt sch 5172
4950
5193
5185
5342
5280
5351

Detail D
Crossarm Mounting and Bonding
(TASM11)
Transmission 01-9361-03
(Obsolete) 46-kV & 69-kV TBC Structure
Revised 10/03
5183 5099
5188
5177
5340
5240
5349
5184
5341
See bolt sch
51705350
5240

Detail E
Mounting the Crossarm Brace
(TWB72)
18" Min.
10% of
Pole Height
+2'-0"
18"
Min.
5374
5034
5376
4706
Detail A
3657
5370
5373
(See page 02-002-02
for grounding details.)
4078
7"
24"
Max.
12" Min.
Halo

Detail F
Pole Grounding
(With Halo)
a) Mounting Crossarm Brace to Crossarm
b) Mounting Crosssarm Brace to Pole
01-9361-04 Transmission
(Obsolete) 46-kV & 69-kV TBC Structure Revised 10/03
For hardware details and ECMS Codes see pages:
02-002-01 Grounding 11-010-01 Armor Rod
08-200-01 Clamp 11-300-01 Formed Tie

Bolt Schedule
Catalog ID Description Qty Per Pole Class
Purpose H2 H1 1 2 3
5099 BLT GALV MCH 1/2X10
Crossarm 4 4 4 4 4
5108 Anti-split - - 1 1 1
5109 BLT GALV MCH 5/8X14
Anti-split 1 1 - - -
5109 BLT GALV MCH 5/8X14
Top Mnt. - - 2 2 2
5109 BLT GALV MCH 5/8X14
Xarm Brc. - - - - 1
5110 BLT GALV MCH 5/8X16
Top Mnt. 2 2 - - -
5110 BLT GALV MCH 5/8X16
Xarm Brc. - - 1 - -
5111 BLT GALV MCH 5/8X18
Xarm Brc. 1 1 - - -
5126 BLT GALV MCH 3/4X18
Crossarm - - - - 1
5227 BLT GALV MCH 3/4X20
Crossarm - - 1 1 -
5128 BLT GALV MCH 3/4X22
Crossarm 1 1 - - -

Bill of Materials
Catalog ID Qty Description
3513 3 lb CND CU SLD SD BR 6
3657 7 lb CND CW SLD 6
4078 1 CN WLD 5/8 ROD-#6 CU
4352 1 SLV CU TAP OFST 6-6
4706* 1 MLDG GRD PSTC 1X8 FT
4736** 3 INS LP VERT TIE 69KV
4774** 3 INS LP VERT CLP 69KV
4874 1 STUD INS 3/4X1 3/4
4876 2 STUD INS 3/4 X 10
4950 1 XARM 6X8X11 SM HOLE
5034 1 ROD GRD CW 5/8 X 8 FT
5098 2 BLT GALV MCH 1/2X8
5099 2 BLT GALV MCH 1/2X10
5109 2 BLT GALV MCH 5/8X14
See Bolt Sch BLT GALV MCH 5/8X(long)
See Bolt Sch BLT GALV MCH 3/4X(long)
5170 4 WSHR CRVD 3X3 X11/16
5172 1 WSHR CRVD 4X4 X13/16
5177 2 WSHR TAP FLGD 3X3X5
5179 4 WSHR RND 9/16 HOLE
5183 4 WSHR SPR 9/16 HOLE
5184 4 WSHR SPR 11/16 HOLE
5185 3 WSHR SPR 13/16 HOLE
5188 2 WSHR SQ 2X2X9/16
5193 1 WSHR SQ 4X4X13/16
5234 1 BRKT POLETOP 69KV INS
5240 1 pr BRC XARM WOOD 72 IN
5278 2 CLIP BONDING 1/2 IN
5279 2 CLIP BONDING 5/8 IN
5280 4 CLIP BONDING 3/4 IN
5340 4 NUT MF 1/2 IN
5341 4 NUT MF 5/8 IN
5342 3 NUT MF 3/4 IN
5349 2 NUT GALV PLAIN 1/2
5350 2 NUT GALV PLAIN 5/8
5351 3 NUT GALV PLAIN 3/4
5359 4 SADDLE XARM
5370 1 lb NAIL CW 10D
5373 40 CLIP GRD WIRE #6 CU
5374 1 lb STAPLE FENCE 1 1/2
5376* 4 STAPLE MLD SQ BARBED
* To be used when there is no distribution underbuild.
** Use tie top line post insulators on conductors sized 4/0
and smaller; clamp top insulators on conductors larger
than 4/0, or where conductor galloping is a problem.

Transmission 01-9610-01
(Obsolete) 46-kV & 69-kV T-ML Pin Structure
Revised 10/03
Application. (Obsolete) This Tangent structure with MICRO=LAM crossarms and pin
type insulators or T-ML structure has been used on 46-kV and 69-kV lines within the Idaho
Power Company transmission system. Since the MICRO=LAM crossarms are no longer being
manufactured, this structure is obsolete and is illustrated as a reference for those who maintain
the existing structures.
Bonding and Grounding. The pole ground is to be terminated at the distribution
underbuilt circuit. The outside insulator hardware on the transmission crossarm is to be bonded
to the crossarm anti-split bolts and the center insulator hardware is to be bonded to the pole anti-
split bolt and the crossarm through-bolt. In a few instances, nylon anti-split bolts have been used
and do not need to be bonded. These changes have been made to help eliminate the problem of
nuisance tripping and the extreme difficulty which follows in attempting to locate the source of
the problem. Terminate the pole ground in a halo if there is no distribution underbuild. See
Details F & G. The halo helps to eliminate radio noise and is placed near the top of the pole to
provide a convenient ground point for maintenance personnel. For additional details concerning
appropriate grounding practices, see page 02-002-01.
Detail A Detail D
6'-2"
min.
411-2410
Details B & C
Detail E
Obsolete Bonding &
Grounding Method

01-9610-02 Transmission
(Obsolete) 46-kV & 69-kV T-ML Pin Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
8"
5184
5279
5341
5350
See bolt sch
5170

Detail A
Anti-Split Bolt Assembly

Detail C
Crossarm Mounting

Detail B
Crossarm Mounting
5280
5185
5351
Remove mounting
bolt to install pin.
4876

5193
See bolt sch
5280
5351
4876
5185
3513
5342
457-30255351
5280
5185
See bolt sch
5172

Transmission 01-9610-03
(Obsolete) 46-kV & 69-kV T-ML Pin Structure
Revised 10/03
See Notes 1 & 2
4767
5179
See bolt sch
5280
5342
4876 5351
5185
3513 5349
5340
5278
5183
*
* See note 3.
Detail D
Mounting and Bonding Post Insulators at
the Ends of the Crossarm

Notes:
1. For additional information concerning wraplock
ties, see page 11-300-01.
2. For additional information concerning armor
rods, see 11-010-01.
3. If a nylon anti-split bolt is used, no bonding is
required.

18" min.
10% of
pole height
+2'-0"
18"
MIN.
5374
5034
5376
4706
(See page
02-002-02 for
grounding
details)
4078
5370
5373
3657
8"
24"
Max.
6' 2"
min.

Detail E
Pole Grounding
01-9610-04 Transmission
(Obsolete) 46-kV & 69-kV T-ML Pin Structure Revised 10/03
7' min.
Halo
Remove pole ground
wire above the halo.
18" Min.
10% of
Pole Height
+2'-0"
18"
Min.
5374
5034
5376
4706
3657
5370
5373
(See Page 02-002-02
for Grounding Details)
4078
8"
24"
Max.
7'
min.Halo

Detail F Detail G
T-ML Structure with No Underbuild Pole Grounding
and a Halo Ground Wire Termination (With Halo)

Transmission 01-9615-01
(Obsolete) 46-kV & 69-kV T-ML Post Structure
Revised 10/03
Application. (Obsolete) This Tangent structure with MICRO-LAM crossarms and post type
insulators or T-ML structure has been used on 46-kV and 69-kV lines within the Idaho Power
Company transmission system. Since the MICRO-LAM crossarms are no longer being
manufactured, this structure is obsolete and is illustrated as a reference for those who maintain
the existing structures.
Bonding and Grounding. The pole ground is to be terminated at the distribution underbuilt
circuit. The outside insulator hardware on the transmission crossarm is to be bonded to the
crossarm anti-split bolts and the center insulator hardware is to be bonded to the pole anti-split
bolt and the crossarm through-bolt. In a few instances, nylon anti-split bolts have been used and
do not need to be bonded. These changes have been made to help eliminate the problem of
nuisance tripping and the extreme difficulty which follows in attempting to locate the source of
the problem. Terminate the pole ground in a halo if there is no distribution underbuild. See
Details F & G. The halo helps to eliminate radio noise and is placed near the top of the pole to
provide a convenient ground point for maintenance personnel. For additional details concerning
appropriate grounding practices, see page 02-002-01.
Detail D
Detail A
Details B & C
6'-2"
Min
411-2410
Detail E
Obsolete Bonding &
Grounding Method

01-9615-02 Transmission
(Obsolete) 46-kV & 69-kV T-ML Post Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
8"
5184
5279
5341
5350
See bolt sch
5170
4736
5185
5342
5351
5280
4774
See bolt sch
5280
457-3705
5193
5351
4876
5185
3513
See bolt sch
Detail A
5172or

Detail A Detail C
Anti-Split Bolt Assembly Crossarm Mounting and Bonding
3513
5280
5351
5185
Remove mounting bolt
to install stud.
53424876
Detail B
Crossarm Mounting

Transmission 01-9615-03
(Obsolete) 46-kV & 69-kV T-ML Post Structure
Revised 10/03
5192
See notes 1 & 2
4736
4774
457-3705
Note 3
5280
5342
4825 5351
5185
3513
5349
5340
5278
5183
or

5179

Detail D
Mounting and Bonding Post Insulators at
the Ends of the Crossarm

Notes:
1. For additional information concerning wraplock
ties, see page 11-300-01.
2. For additional information concerning armor
rods, see 11-010-01.
3. If a nylon anti-split bolt is used, no bonding is
required.

18" min.
10% of
pole height
+2'-0"
18"
MIN.
5374
5034
5376
4706
(See page
02-002-02 for
grounding
details)
4078
5370
5373
3657
8"
24"
Max.
6' 2"
min.

Detail E
Pole Grounding
01-9615-04 Transmission
(Obsolete) 46-kV & 69-kV T-ML Post Structure Revised 10/03
7' min.
Halo
Remove pole ground
wire above the halo.

Detail F
T-ML Structure with No Underbuild
18" Min.
10% of
Pole Height
+2'-0"
18"
Min.
5374
5034
5376
4706
3657
5370
5373
(See Page 02-002-02
for Grounding Details)
4078
8"
24"
Max.
7'
min.Halo

Detail G
Pole Grounding
(With Halo)

Transmission 01-9620-01
(Obsolete) 46-kV & 69-kV TBS-ML Structure
Revised 10/03
Application. (Obsolete) The Tangent Before Corner structure with MICRO-LAM
crossarms or the “TBC-ML” structure has been used on 46-kV and 69-kV lines in the Idaho
Power Company transmission system. Since the MICRO-LAM crossarms are no longer being
manufactured, this structure has been removed from standards and is illustrated here, as a
reference, for those who maintain the existing structures.
Bonding and Grounding. The pole ground is to be terminated in a halo at a minimum of
12" below the bottom bolt of the crossarm bracket. Any outside insulator steel pins on the
crossarm are to be bonded to the crossarm anti-split bolts and the center insulator steel pin is to
be bonded to the pole anti-split bolt. In a few instances, nylon anti-split bolts have been used and
do not need to be bonded. These changes have been made to help eliminate the problem of
nuisance tripping and the extreme difficulty which follows in attempting to locate the source of
the problem. The pole ground is terminated in a halo to eliminate radio noise and near the top of
the pole to provide a convenient ground point for maintenance personnel. For additional details
concerning appropriate grounding practices, see page 02-002-01.
Detail D Detail E
4'-0"
18521
Detail B
Details A & C
Obsolete Method
of Bonding
Halo
Detail F
12" Min.
24"
Max.
Remove pole ground
wire above the ÔhaloÕ.
Remove any bonding
between insulator pins.
A pole top bracket has been shown
as a replacement for the ridge iron.
01-9620-02 Transmission
(Obsolete) 46-kV & 69-kV TBS-ML Structure Revised 10/03
Details. (See page 00-010-01 for an explanation of special drawing conventions used in the
illustrations within this document.)
7"
5184
5279
5341
5350
See bolt sch
5170
3"
3513
Detail A
Bonding Center Pin Insulator to
Anti-split Bolt Assembly
7"
5184
5279
5341
5350
5170
5234
See bolt sch
4736
4774
8"
3513
3"
or

Detail C
Pin Insulator Mounting and Bonding
5193
See bolt sch
5280
5351
5185
5342
5351
5280
5185
See bolt sch
5172
5342
See bolt sch

Detail B
Crossarm Mounting
(Side View)
5185
5342
535118"

Detail D
Crossarm Mounting
(Front View)
Transmission 01-9620-03
(Obsolete) 46-kV & 69-kV TBS-ML Structure
Revised 10/03
See Notes 1 & 2
4736
4774
5179
Note 3
5280
5342
4876 5351
5185
3513 5349
5340
5278
5183
or

457-3705

Detail E
Mounting and Bonding Pin Insulators at
the Ends of the Crossarm

Notes:
1. For additional information concerning wraplock
ties, see page 11-300-01.
2. For additional information concerning armor
rods, see 11-010-01.
3. If a nylon anti-split bolt is used, no bonding is
required.

18" min.
10% of
pole height
plus 2'-0"
18"
min.
5374
5034
5376
4706
Detail A
3657
5373
5370
8"
24"
max.
(See page 02-002-02
for grounding details)
4078

Detail F
Pole Grounding
(with halo)

Transmission 02-002-01
Grounding Wood Pole Transmission Structures
Revised 06/10
Grounding Wood Pole Transmission Structures
Purpose
The National Electrical Safety Code
(NESC) requires grounding “as one of the
means of safeguarding employees and the
public from injury that may be caused by
electrical potential.”
Copperweld Wire, Clips, and Nails
All grounding conductor must be made of
copper or other metals which will not
corrode. In an effort to discourage the theft
of copper ground wire, Idaho Power
Company has adopted the use of #6
copperweld for ground wire on transmission
structures.
Grounding conductors shall have the
capability of conducting anticipated fault
current without thermal overload or
excessive voltage buildup. Poles for circuits
up to 138-kV require one ground wire per
pole; 230-kV circuits require two per pole;
and 345-kV circuits require three ground
wires per pole. The higher voltage wood
structures require multiple pole ground
wires to protect them from induction caused
pole fires which are more likely to result
when only one ground wire is installed.
Copperweld clips, copperweld nails, and
galvanized staples are used to secure the
pole ground wire to the pole. Space ground
wire clips a maximum of 24" apart for
46-kV to138-kV structures and 18" apart for
structures of 230-kV and above.
Joints and Splices
Avoid using joints or splices in a ground
circuit. When a splice is required, only
compression connectors and exothermic
joints or splices are permitted. These types
of connectors and splices provide quality
connections without significantly increasing
the resistance of the ground circuit.
Ground Wire Molding
The NESC requires that ground wire molding
be installed on single grounded structures in
areas where the pole ground wire is exposed
to the general public. To meet this
requirement, Idaho Power requires ground
wire molding to be installed on all
transmission structures without a shield wire
or a distribution multi-ground neutral. A
minimum of 6 molding staples is required to
secure the molding and keep it straight.
Grounding and Bonding of Pole
Hardware
The practices for grounding and bonding
pole hardware on Idaho Power Company
transmission structures can be divided into
two general categories:
1. Single pole, 46-kV to 69-kV
transmission structures with wood
crossarms and
2.all other transmission structures.
Two rules of thumb help to determine when
to bond and when to ground pole hardware
in each of these categories.
02-002-02 Transmission
Grounding Wood Pole Transmission Structures Revised 10/03
Rules of Thumb
♦ Bond pole hardware items that are to
float or stay independent of the
grounding network and which pass
within 6" of each other. This is done to
avoid tracking and radio noise
problems.
♦ Ground pole hardware items that are
located within 6" of the pole ground
wire or another hardware item which is
attached to the pole ground. This is done
to avoid injury that may be caused by
differences in electrical potential,
tracking problems, and radio noise
problems.
Single Pole, 46-kV to 69-kV Structures
with Wood Crossarms. On these structures,
the pole ground is to be terminated in a
‘halo’ at a minimum of 12" below the
attachment point of the crossarm brace or
mounting bracket. Any outside insulator
steel pins or studs on the crossarm are to be
bonded to the crossarm anti-split bolts. Any
center insulator steel pin or stud is to be
bonded to the crossarm through-bolt, the
pole anti-split bolt, or both, depending upon
the configuration.
These practices are followed to help
eliminate the problem of nuisance tripping
and the extreme difficulty which follows in
attempting to locate the source of the
problem. The pole ground is terminated in a
‘halo’ to eliminate radio noise and near the
top of the pole to provide a convenient
ground point for maintenance personnel.
Details for the type of structure that falls
into this category is found in section 01-350.
All Other Transmission Structures
Nuisance trips and their associated
troubleshooting headaches have not been a
problem with this category of transmission
structure. Therefore, most of the hardware
on these structures will be grounded.
Several general guidelines have been
included here to assist in making grounding
decisions.
Ground all metal insulator mounting
hardware to the pole ground wire. Anti-split
bolts and other metal hardware items that
come within 6" of the insulator mounting
hardware must be grounded, as well.
All down guys are to be grounded and
insulated according to the instructions found
in section 04-600, Grounding and Insulating
Guys.

Transmission 02-002-03
Grounding Wood Pole Transmission Structures
Revised 10/03
Ground Rods
All new structures will be grounded with
5/8" x 8' ground rods. The top of the ground
rod is to be driven to a minimum depth of
18". The ground rod should be placed a
minimum of 18" away from the pole and
installed on the side of the pole away from
traffic.
Poles In and Near Substations
Pole grounds, which are located on
transmission poles inside a station fence or
outside the station fence but within 10' of
the fence, shall be connected directly to the
station ground grid. The connection to the
station ground grid shall be in addition to
the normal connection to a ground rod.
Details
The following pages offer specific details
for the grounding of different types of
transmission structures.
02-002-04 Transmission
Grounding Wood Pole Transmission Structures Revised 06/10
46-kV - 69-kV Wood Pole Structures without Wood Crossarms
138-kV - 161-kV Structures
69-kV - 161-kV Two Pole Structures
Notes:
♦ See the instructions on page 01 of this
section.
♦ Install a ground wire on each pole of multiple
pole structures.
♦ All down guys must be installed according to
the instructions in section 04-600.

18" min.
10% of
pole height
+2'-0"
18"
MIN.
5374
5034
5376
4706
3657
5372
5371
3"
24"
max.
25448
1 Pole
Ground

Transmission 02-002-05
Grounding Wood Pole Transmission Structures
Revised 06/10
46-kV - 69-kV Wood Pole Structures with Wood Crossarms
Notes:
♦ See the instructions on page 01 of this
section.
♦ Install a ground wire on each pole of multiple
pole structures.
♦ All down guys must be installed according to
the instructions in section 04-600.

25448
1 Pole
Ground
18" Min.
10% of
Pole Height
+2'-0"
18"
Min.
5374
5034
5376
4706
3657
5371
3"
24"
Max.
12" Min.
Halo
This dimension
may vary.
5372

02-002-06 Transmission
Grounding Wood Pole Transmission Structures Revised 10/03
230-kV Wood Pole Structures

Notes:
A. See the instructions on page 01 of this
section.
B. Install grounds on each pole of multiple
pole structures. Two ground wires,
installed on opposite sides of the pole, are
required.
C. Tie the two ground wires together 6" or
more below the ground line and connect
them to a single ground rod.
D. See the appropriate structure in section 01
for an illustration of the top of the pole.

345- kV Wood Pole Structures

Notes:
A. See the instructions on page 01 of this
section.
B. Install grounds on each pole of multiple
pole structures. Three ground wires,
equally spaced around the pole, are
required.
C. Tie the three ground wires together 6" or
more below the ground line and connect
them to a single ground rod.
D. See the appropriate structure in section 01
for an illustration of the top of the pole.

18" Min
10% of
pole height
+2'-0"
36"
Min
5374
5034
3657
25448
5372
5371
18"
Max.
6" Min
5700
2 Pole
Grounds
Note C
18" Min
10% of
pole height
+2'-0"
36"
Min
5374
5034
3657
25448
5372
5371
18"
Max.
6" Min
5700
3 Pole
Grounds
Note C

Transmission 02-002-07
Grounding Wood Pole Transmission Structures
Revised 10/03
Materials
The following materials are required when
grounding transmission wood pole
structures:
Cat. ID Description
3657 CND CW SLD 6
4706 MLDG GRD PSTC 1X8 FT
5034 ROD GRD CW 5/8 X 8 FT
5371 NAIL CW 10D
5372 CLIP GRD WIRE #6 CU
5374 STAPLE FENCE 1 1/2
5376 STAPLE MLD SQ BARBED
5700 CONN, C-TAP, #6 TO #6
25448 CONN, CU, GRD, DRV-ON,5/8

The following table shows the required
quantities of copperweld wire, copperweld
ground clips, copperweld nails, and staples
for various lengths of poles. The appropriate
PassPort codes for wood poles include these
materials.
Pole Gnd Wire CW Fence
Length #6 CW Clips Nails Staples
40' 39 ft 20 1 lb 1/4 lb
45' - 55' 52 ft 23 - 25 1 lb 1/4 lb
60' - 65' 65 ft 30 - 33 1 lb 1/4 lb
70' - 75' 78 ft 35 - 38 1 lb 1/4 lb
80' - 85' 91 ft 40 - 43 1 lb 1/4 lb
90' - 95' 104 ft 45 - 48 1 lb 1/4 lb
Notes: The quantities shown here do not apply for
230-kV and 345-kV structures. For 230-kV
structures, multiply the quantities by 2; for 345-kV
structures, multiply by 3. Material descriptions and
quantities for switch structures can be found in
section 02-005.
Additional Information
For additional information, please refer to
the following sections:
02-003 Grounding of Fences,
Buildings, and Other Metal
Objects
02-005 Grounding of Switch
Structures
02-015 Grounding Hardware
04-600 Grounding and Insulating Guys

Transmission 02-003-01
Grounding Fences, Buildings & Other Metal Objects
Revised 10/03
Grounding Fences, Buildings,
and Other Metal Objects
Purpose
The purpose of this document is to illustrate
the general grounding methods used in
grounding fences, buildings, and other metal
objects located in the vicinity of high
voltage transmission lines.
Grounding Metal Fences
The methods for grounding fences pertain
only to non-electric fences. For assistance
with electric fences within the transmission
line grounding zone, consult with personnel
in T&D Design.
When grounding a barbed wire fence, each
strand of wire must be grounded.
When grounding chain link fences, ground
the fence fabric at several locations. Also
ground each strand of barbed wire.

Wood or
Metal Posts
18" Min.
5034
25448
Not to scale
3862
28806
18 " Min.
Not to scale.
5034
25448
3862
28806
Wood or
metal posts
02-003-02 Transmission
Grounding Fences, Buildings & Other Metal Objects Revised 10/03

Gates are grounded by attaching a ground wire
to the gate fabric in a couple of places. The
ground wire is wrapped around the gate post at
least twice before attaching it to the gate
fabric. Leave enough slack to allow the gate to
open and close properly.
The following guidelines apply to the
grounding of fences:
♦ Ground all metal fences that are in the
right-of-way, regardless of their length.
♦ Ground all fences that are parallel to the
transmission line, are within the
grounding zone, and meet the length
requirements specified in the following
table.
♦ Fences which parallel 230-kV and lower
voltage lines are required to be grounded
only in areas of high public usage; such as
parking lots, tennis courts, residential
areas, etc.
♦ Make the connections as close to the fence
posts as possible.
♦ Install grounds at points where a fence
enters and leaves the right-of-way and at
each end as well as at intervals as
specified in the table below for
continuous, unbroken, parallel fences.
Fence Grounding Intervals
Horizontal Distance
Grounding from Transmission
kV Interval Line Centerline
500 200' Within Right of Way up
to 100'
500 500' 100-200'
345 400' Within Right of Way up
to 100'
345 1000' 100-150'
230 & below 500' Within Right of Way
Not to scale.
Wood or Metal Posts
18" Min.
5034 25448
3862
28806
See Note 1
- Note 1 -
Wrap the ground wire around the post, at
least twice, leaving enough slack to open
and close the gate.
5700
Transmission 02-003-03
Grounding Fences, Buildings & Other Metal Objects
Revised 10/03
Grounding Metal Buildings and Other
Metal Objects
Buildings with metal surfaces or members
and other metal objects which are situated
near transmissions lines, are grounded as
described below:
♦ All buildings with metal surfaces or
members that are located within 200' of
the centerline of a transmission line are
to be grounded. Consult T&D Design
for specific recommendations.
♦ Ground metal gutters that are located
within 150' from the centerline of the
transmission line, or are located within
150' to 200' from the centerline and are
at least 150' long.
♦ Ground metal irrigation systems that
parallel a transmission line for 1000'
and are within 100' of the centerline.
Use cable-type connections between the
irrigation pipe and the main header feed
pipe from the well or other equivalent
grounds.
♦ Remove any paint that might be on the
metal surfaces when making bonds or
connections to insure a good electrical
connection. Bond all metal parts that are
not fastened together with #6 bare
copper wire. The bonding wire may be
fastened to each part with nuts, bolts,
and washers or sheet metal screws.
Material Descriptions
The following materials are used in
grounding the fences, buildings and other
metallic objects described in this section.
Cat. ID Description
3862 CN SPLT BLT CU 4 CND
5034 ROD GRD CW 5/8 X 8 FT
5700 CONN, C-TAP, #6 TO #6
25448 CONN, CU, GRD, DRV-ON,5/8
28806 CND CU SLD SD BR 6

Grounding Buildings and Other Metal Objects

18" Min.
5034 25448
28806
Metal
Building
Transmission 02-005-01
Grounding KPF Switching Structures (Non-SEO)
Revised 10/03
Grounding for Kearney-KPF Switch Structures
(Without Stored Energy Operators)
Application. This document provides guidelines for grounding a Kearney-KPF switching
structure along with its operator assembly. These guidelines are intended for structures which do
not have stored energy operators (SEO). For details concerning the grounding of structures with
stored energy operators, see page 02-006-01.

Notes:
1. Attach a #6 copper pole ground to the ground
mat system in addition to the 2/0 copper ground.
This adds an additional safety factor for the
switch operator. It also helps to assure that the
pole will be grounded normally if the switch and
its grounding system are removed.
2. This assembly requires one IPCo padlock on the
switch handle.
6" Hole 18" Deep
4 Required
Use Sackcrete
Detail A
Platform Pedestal
4706
5376
28809
5377
18" min.
5374
4090
5034
2'
A A
25448
4706
28806
4'-6"
Approx.
6"
See note 1
See note 2
6"
4'-8.25"
4'
2' min
2' min
5034
5034
5034
Section A-A
Steel Standing Mat
2'
02-005-02 Transmission
Grounding KPF Switching Structures (Non-SEO) Revised 10/03
References
09-100-01 Transmission Line Airbreak Switch Numbering
09-500-01 Steel Standing Mat Fabrication and Installation
Details. (See section 00-010 for an explanation of special drawing conventions used in the
illustrations within this document.)

Bill of Material
Cat. ID Qty Description
28806 * Cnd Cu Sld SD Br 6
28809 * Cnd Cu Str Sd Br 2/0
25448 1 Cn Wld 5/8 Rod-#6 Cu
4090 4 Clp Gnd U 5/8 4-2/0
4706 12 ft Mldg Grd Pstc 1x8 Ft
5034 3 Rod Grd Cw 5/8x8 Ft
5112 2 Blt Galv Mch 5/8x20
5113 2 Blt Galv Mch 5/8x22
5170 2 Wshr Crvd 3x3x11/16
* As Required
Cat. ID Qty Description
5180 4 Wshr Rnd 11/16 Hole
22147 2 Wshr Dbl Coil 15/16 Hole
5341 4 Nut MF 5/8 In
5350 2 Nut Galv Plain 5/8
5374 * Staple Cu Coated
5376 7 Staple Mld Sq Barbed
5377 1 Mat Grd Trnsmline Sw
18493 4 Cnrt Premix
6454 1 Padlock
* As Required

28809
5180
22147
5170
5350
5341
28806
5112
28809
5113
or

Transmission Revised 10/03 02-006-01
Grounding KPF Switching Structures (With SEO)
4706
5376
5377
18" min.
5374
4090
2'
A A
2880
5034
25448
4' 6"
Approx.
6"
4706
28806
See note 1
See note 2
6"

6" Hole 18" Deep
4 Required
Use Sackcrete
Detail A
Platform Pedestal
Grounding for Kearney KPF Switching Structures
(With Stored Energy Operators)
Application. This document provides guidelines for grounding a Kearney-KPF switching structure
along with its operator assembly. These guidelines are intended for structures which have stored energy
operators (SEO). For details concerning the grounding of structures without stored energy operators, see
section 02-005.

Notes:
1. Attach a #6 copper pole ground to the ground mat system in addition to
the 2/0 copper ground. This adds an additional safety factor for the switch
operator. It also helps to assure that the pole will be grounded normally if
the switch and its grounding system are removed.
2. This assembly requires four IPCo padlocks; two on the switchbox hasps,
one inside the switchbox to secure the mechanism, and one on the
mechanism handle.

4'-8.25"
4'
2' min
2' min
5034
5034
5034
Section A-A
Steel Standing Mat
2'

02-006-02 Revised 10/03 Transmission
Grounding KPF Switching Structures (With SEO)
References
09-100 Transmission Line Airbreak Switch Numbering
09-500 Steel Standing Mat Fabrication and Installation
Details. (See section 00-010 for an explanation of special drawing conventions used in the illustrations
within this document.)

Cat. ID Qty Description
28806 * Cnd Cu Sld Sd Br 6
28809 * Cnd Cu Str Sd Br 2/0
4078 1 Cn Wld 5/8 Rod-#6 Cu
4090 4 Clp Gnd U 5/8 4-2/0
4706 12 ft Mldg Grd Pstc 1x8 Ft
5034 3 Rod Grd Cw 5/8x8 Ft
5127 2 Blt Galv Mch 3/4x20
5128 2 Blt Galv Mch 3/4x22
5174 2 Wshr 6x6x13/16
* As Required
Cat. ID Qty Description
5181 6 Wshr Rnd 11/16 Hole
22149 2 Wshr Dbl Coil 13/16 Hole
5342 4 Mut MF 3/4 In
5351 2 Nut Galv Plain 3/4
5375 * Staple Cu Coated
5376 7 Staple Mld Sq Barbed
5377 1 Mat Grd Trnsmline Sw
18493 4 Cnrt Premix
6454 4 Padlock
* As Required
28806
28809
28809
SEO5181
22149
5147
5351
5342
5113
5181
Bolt Assembly
5112
or

Transmission 02-010-01
Grounding Morgan 138-kV Switching Structures
Revised 10/03
Grounding for Morgan 138-kV
Switching Structures
Application. This document provides guidelines for grounding a Morgan 138-kV switching
structure, its associated operator assembly, and the personnel steel standing mat.

Notes
1. Attach a #6 copper pole ground to the ground mat system in addition to the 2/0 copper ground.
This adds an additional safety factor for the switch operator. It also helps to assure that the pole
will be grounded normally if the switch and its grounding system are removed.
2. This assembly requires one IPCo padlock on the switch handle.
6" Hole 18" Deep
4 Required
Use Sackcrete
Detail A
Platform Pedestal
4706
5376
28809
5377
18" min.
5374
4090
5034
2'
A A
25448
4706
28806
4'
Approx.
6"
See note 1
See note 2
6"
4'-8.25"
4'
2' min
2' min
5034
5034
5034
Section A-A
Steel Standing Mat
2'
02-010-02 Transmission
Grounding Morgan 138-kV Switching Structures Revised 10/03
References
09-100 Transmission Line Airbreak Switch Numbering
09-500 Steel Standing Mat Fabrication and Installation
Details. (See section 00-010 for an explanation of special drawing conventions used in the
illustrations within this document.)

Bill of Materials
Cat. ID Qty Description
28806 * Cnd Cu Sld SD Br 6
28809 * Cnd Cu Str Sd Br 2/0
3876 1 Cn Tap Lug 2-350
25448 1 Cn Wld 5/8 Rod-#6 Cu
4090 4 Clp Gnd U 5/8 4-2/0
4706 12 ft Mldg Grd Pstc 1x8 Ft
5034 3 Rod Grd Cw 5/8x8 Ft
5112 1 Blt Galv Mch 5/8x20
5113 1 Blt Galv Mch 5/8x22
None 2 Wshr Crvd 2-1/2x2-1/2x11/16
Cat. ID Qty Description
5180 4 Wshr Rnd 11/16 Hole
22147 2 Wshr Dbl Coil 11/16 Hole
5341 4 Nut MF 5/8 In
5350 2 Nut Galv Plain 5/8
5374 * Staple Cu Coated
5376 7 Staple Mld Sq Barbed
5377 1 Mat Grd Trnsmline Sw
18493 4 Cnrt Premix
6454 1 Padlock
*As Required

3876
5180
22147
See Engineer
5350
5341
28806
5112
28809
28809
5113
or
Transmission 02-100-01
Characteristics of Copper & Copperweld Wire
Revised 10/03
Characteristics of Copper and Copperweld Wire
Characteristics of Bare Copper Wire
Conductor O.D. Wt. Per Foot Cat. ID PassPort Code
# 6 SD Solid 0.1620 0.07946 28806 TGWCU6
# 4 SD Solid 0.2043 0.1263 28807 TGWCU4
#. 4 HD Solid 0.2040 0.1263 3502
# 2 SD Solid 0.2576 0.2009 None TGWCU2
# 2 SD 7 Strand 0.2920 0.2049 28808
# l HD 7 Strand 0.3280 0.2584 3506
l/0 HD 7 Strand 0.3680 0.3257 3507
2/0 HD 19 Strand 0.4140 0.4109 3508 TGWCU20
4/0 HD 7 Strand 0.5220 0.653 3509
250 HD l9 Strand 0.5740 0.7719 3510

Characteristics of Copperweld Wire
Conductor O.D. Wt. Per Foot Cat. ID PassPort Code
# 6 Solid 0.1620 .07285 3657 TGWCW6
# 4 Solid 0.2043 .1158
3 No. 6 0.3490 .2203
7 No. 6 0.4860 .5150

Transmission 03-000-01
Structure Hardware
Revised 10/03
Structure Hardware
This section has been left blank intentionally for future expansion.

Transmission Revised 08/14 04-001-01
Screw Anchors
This section includes a description of the
individual components of a screw anchoring
system, along with installation guidelines. The
double helix anchor may be used in most soil
conditions, and the triple helix anchor in soft,
marshy soil. The appropriate Cat. IDs are listed
in table 1.
Table 1. Screw Anchor Materials
PassPort
Cat. ID Code Description
5019 ROD SCREW GUY ADPTR
5025 TANS2 AN SCREW HELIX DBL
5026 TANS3 AN SCREW HELIX TPL
5027 ROD AN EXT SCREW 5 FT
5028 ROD AN EXT SCREW 7 FT
If it is impractical to install the screw anchor,
then the appropriate disk or rock anchor should
be used.
Where a seasonal fluctuation of the water table
occurs, due consideration must be given to the
selection of the anchor.
When using the screw anchor, a guy strain
insulator must be inserted in the down guy. (See
drawing TS-4600)
Lead Section
Extension Guy Adapter
Screw Anchors
04-001-02 Revised 08/14 Transmission
Screw Anchor Installation Instructions
Tools Required
Kelly Bar Adapter. A kelly bar adapter is used
to connect the kelly bar to the torque indicator.
Several adapter sizes are available. It is important
that the proper adapter is used to correctly fit the
kelly bar.
Torque Indicator. The torque indicator shows
when the anchor reaches firm soil. The torque
indicator uses multiple shear pins rated at 500-ft-
lbs each (Cat. ID 7877). Because of the variability
of soil conditions in the IPCo service area, the
torque indicator should be used on all screw
anchor installations.
Locking Dog Assembly. A 3-position locking
dog assembly is used to hold the drive wrench.
Drive Tool. The drive tool is used to connect the
locking dog assembly to the screw anchor.

Tool Setup
1. Remove the auger from the kelly bar.
2. Attach the installation tool assembly to the
kelly bar using a retaining pin and coil lock
assembly (Cat. ID 7874; Tools Manual page
108-11-02).
3. Check the operation of the torque indicator by
removing all of the shear pins and making sure
that the installing wrench can turn independent
of the kelly bar.
4. Align the index marks on the torque indicator
and insert 10 shear pins into the torque
indicator. The pins should be equally spaced
around the torque indicator. Unused holes
should be capped with plastic inserts. After the
shear faces have become worn from use, the
inserts can be transferred to the worn holes,
revealing new shear faces.
Anchor Installation
1. Insert the upper end of the anchor into the
drive tool and insert the retaining pin through
the drive tool and the hole in the anchor shaft.
A 5/8" bolt may be substituted if necessary.
2. Swing the anchor into position and start the
helix vertically into the ground. After the
lower helix is into the ground several inches,
tilt the anchor to the proper guy angle. Resume
driving the anchor with clockwise rotation.
Sufficient downward pressure must be
maintained at all times to avoid churning the
soil. For each revolution of the anchor, the
anchor must penetrate the depth of the flight.
Keep the anchor assembly in-line with the
boom if possible. If it becomes necessary to
install the anchor to the side of the boom,
special care must be used. During installation,
the anchor exerts a horizontal force on the
boom as it descends. The force can be great
enough to damage the turret gear. Therefore, it
is necessary to rotate the turret during
installation in addition to the other boom
motions.

Kelly Bar
Kelly Bar Adapter
Retaining Pin
Holes For Shear Pin
Torque Indicator
Capped Holes
Indexing Marks
Drive Tool
Screw Anchors
Transmission Revised 08/14 04-001-03

4. Drive the anchor into the ground until the
installing wrench is approximately 12"-18"
above the ground line. Disconnect the
installing wrench from the section in the
ground and reconnect it to the extension.
Telescope the extension coupling over the end
of the shaft. Install the coupling bolt and nut
then tighten securely. Every installation should
have at least one 5' extension. Continue
driving the anchor until:
• All ten shear pins break while the anchor
is being driven into the ground. If a rock
obstruction is suspected, or if the anchor
and one extension are not completely
installed, replace the ten shear pins and
try again. If they shear before the anchor
rotates, back the anchor out and try a new
location at least 5' away.
• The anchor and one 5' extension is fully
installed. Then remove the appropriate
number of shear pins to test for the desired
holding capacity of the anchor as indicated
in Table 1. Drive the anchor 2' deeper.

If the remaining pins are sheared, the
anchor will hold the guy load shown in the
table. If the pins are not sheared, then
reload the torque indicator with ten pins,
add another extension, and continue
installing the anchor.

Test for the desired holding capacity of the
anchor after the installation of each
extension. If more than 35' of extensions
are required to achieve the desired torque,
one should consider the use of an anchor
with more or larger helices, or extensions
with helices.
Table 2. Ultimate Soil Holding Capacities
(Lbs Tension)
Twin Helix Triple Helix
Type EJ Type AEJ
# Shear Pins Anchor † Anchor †
3 Pins 10,800 11,400
4 Pins 14,400 15,000
5 Pins 18,000 18,600
6 Pins 21,600 22,800
7 Pins 25,200 26,400
8 Pins 28,800 30,000
9 Pins 32,400 33,600
10 Pins 36,000 37,200
† The NESC requires an overload factor of 1.65 be applied
to these capacities..
5. When the anchor reaches the desired setting,
the guy adapter is attached in the same
manner as the extensions. The installation is
now complete.

Caution: Rotate turret as
anchor descends or the
turret gear may break
Caution: Keep junction
loose and straight! Keep
nuts and bolts tight
Install clockwise
Screw Anchors
Transmission Revised 10/03 04-100-01
Disk Anchors
Disk Anchors
Disk anchors are installed when it is
impractical to install screw type or rock type
anchors. When disk anchor systems are used,
install the 20" anchors for the shield wire
downguys and the 24" and 36" anchors for the
phase conductor downguys.
Mechanical Strength
Use the following ultimate strengths for
anchor assemblies:
20" disk – 40,000 lbs.
24" disk – 40,000 lbs.
36" disk – 48,000 lbs.

The Engineer must determine the anchor
holding capacity of the soil. A soil
classification method or field testing may be
used to estimate the ultimate capacity of the
anchoring system.
Installation
The Anchor Hole. 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.
The anchor hole should be dug vertically; the
rod is trenched into position.
It is strongly recommended that a quantity of
crushed or 3" maximum rock be compacted
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.
Add backfill in small quantities and compact
thoroughly.
The Anchor Rod Trench. Dig the trench
for the anchor rod so that the rod will be
straight and in line with the final guy tension.
Keep the trench narrow, using a narrow tool
such as a digging bar. Avoid the use of
mechanical digger or wide shovels. Disturbed
earth ahead of the anchor seriously reduces
the holding power of the anchor.
The rod trench also should be filled and
compacted in order to keep out surface water.
Work carefully to avoid damage to the
protective plastic coating on the anchor rod.
The Anchor Eye Nut. Ensure that the bottom
of the anchor eye nut extends
6" to 12" out of the ground. Under no
circumstances shall the eye of the anchor be
covered

04-100-02 Revised 08/19 Transmission
Disk Anchors

20" Disk Anchor
PassPort
Cat. ID Code Description
5004 TAN19 ANCHOR, DISK, 20"
5040 ROD AN 1"X10'
5042 EXT ROD 1"
24" Disk Anchor
PassPort
Cat. ID Code Description
5006 TAN23 ANCHOR, DISK, 24"
5040 ROD AN 1"X10'
5042 EXT ROD 1"

36" Disk Anchor
PassPort
Cat. ID Code Description
38631 TAN36 ANCHOR, DISK, 36"
38635 ROD AN 1-1/4"X10'
No extension rods or couplings available.
Transmission Revised 10/03 04-100-03
Disk Anchors
Anchor Placement

Narrow Trench for
the Anchor Rod
Top View
Augered Hole
Berm and tamp to prevent water entry
Compact this soil
per specifications
Be careful not to damage the rod. If
you do nick the coating, cover the
damaged area with vinyl tape.
Final grade
6" to 12"
Position the anchor disk
in this position and depth
of the augered hole.
Use concrete (allow proper set-up
time) or crushed rock or gravel.
Compact fill per specifications
Transmission 04-300-01
Rock Anchors
Revised 10/03
Rock Anchors

Rock Anchors may be used only in solid
rock of adequate mass to withstand the
wedging action of the expanding mechanism
without splitting or crumbling. They must
never be used where there exists the
possibility of the rock splitting or crumbling
under the strain. The expanding rock anchor
may be used where there is less than 3' of
over-burden.
Use the 3/4" anchor where a 3/8" down guy
is used; the 1" anchor where a 1/2" down
guy is used.
Cat. ID Description Rating
5010 AN ROCK EXP 3/4"x30" 13,800 lb
5011 AN ROCK EXP 3/4"x53" 13,800 lb
5012 AN ROCK EXP 3/4"x96" 13,800 lb
5013 AN ROCK EXP 1"x53" 21,600 lb
5014 AN ROCK EXP 1"x96" 21,600 lb
When the expanding rock anchor is
installed, a guy strain insulator must be
inserted in the down guy (See section
04-600).
Installation
Drill the rock in line with the pull of the guy
and with a hole 1/8" to 1/4" larger than the
diameter of the unexpanded anchor.
Slip the anchor into the hole.
The anchor must be embedded at least 12"
into solid rock and grouted above the
anchor. The anchor must not extend more
than 6" above the ground line as shown
above. Under no circumstances shall the eye
of the rod be covered.
Put a bar through the rod eye and turn it
clockwise until the anchor is firmly
expanded against the sides of the hole.
Rock
Rock
6"
Transmission Revised 10/03 04-500-01
Pole Eye Assembly
Pole Eye Assembly

Application
The pole eye assembly is used for the
attachment of deadend or running angle
insulator shield wire assemblies and anchors or
overhead guys to wood poles.
Maximum horizontal tension, with a 1:1 slope,
is limited to 5900 lbs with 3/8 EHS guy or 7,000
lbs with 1/2 EHS guy. Pole eyes are preferred
over pole bands due to material and labor cost
savings.
Schedule for 3/4" Machine Bolts 1
Distance Down Length (in inches) Per Pole Class
From Pole Tip H2 H1 1 2 3
Tip to 10 16 16 14 14 12
11' to 20' 18 18 16 16 14
21' to 30' 18 18 16 16 16
31' to 40' 20 20 18 18 16
1 For bonding on the top bolt as shown, increase one bolt
length 2".
Cat. ID Description
5123 BLT GALV MCH 3/4X12
5124 BLT GALV MCH 3/4X14
5125 BLT GALV MCH 3/4X16
5126 BLT GALV MCH 3/4X18
5127 BLT GALV MCH 3/4X20
Pole Eye Assembly Material List
PassPort Code – TPEA
Cat. ID Qty Short Description
28806 13 ft CND CU SLD SD BR 6
4352 2 SLV CU TAP OFST 6-6
4845 1 CLV THMB 3/4 IN PIN
See Bolt Sch 2 BLT GALV MCH 3/4X(long)
5280 1 CLIP BONDING 3/4 IN
5328 2 EYE POLE PLT HD
5342 2 NUT MF 3/4 IN
5351 1 NUT GALV PLAIN 3/4
Notes
1. See section 04-600 for use of guy strain insulators 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. See section 04-510 for guying assemblies.
3. If the down guy must be installed with other than a 1:1
ratio, notify T & D Design.
4. Do not exceed the buckling strength of the pole when
using down guys.
5351
5328
5342
5280
28806
See pg 08-200-06
4845
5700
Typically 5"
1
1
Typically, 3/8 EHS guy wire
is used with pole eye construction.
See bolt sch
Transmission Revised 10/03 04-501-01
Guying Assembly
For Use With Pole Eyes

See pg 08-200-05
1
1
6' Minimum
See Note 3
See Note 2
4727
See next page
See pg. 08-200-06
See next page
See next page

Assembly Codes
Description PassPort Codes1
Down Guy Assembly TDG12, TDG12L
TDG38, TDG38L
Guy Strain Insulator Assy TGS72, TGS73
1 For a complete material list of items, listed by Code, see
the next page.
Notes
1. See section 04-600 for use of guy strain insulators
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.
Guying Assembly (For Pole Eyes)
04-501-02 Revised 10/03 Transmission
3. Maintain a minimum distance of 6'. If the distance
will be less than 6', use an additional guy strain
insulator in place of the guy wire.
4. See section 04-500 for information concerning pole
eyes with their associated material lists.
5. Do not exceed the buckling strength of the pole
when using down guys. Maximum horizontal
tension, with a 1:1 slope, is limited to 5,900 lbs with
3/8 EHS guy wire or 7,000 lbs with 1/2 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
Cat. ID Qty Description
TDG12 (1/2" Guy Assembly–Standard Bale)
3671 90 ft WIRE GALV GUY 1/2 EHS
4061 1 CN PG 1 BLT397 & 2/0
5313 1 GRIP GUY AUT 1/2
5320 1 GRIP GUY FMD 1/2 EHS
5325 1 GUY GUARD, YELLOW
TDG12L (1/2" Guy Assembly–Long Bale)
3671 90 ft WIRE GALV GUY 1/2 EHS
4061 1 CN PG 1 BLT 397 & 2/0
5314 1 GRIP GUY AUT 1/2 LNG
5320 1 GRIP GUY FMD 1/2 EHS
TDG38 (3/8" Guy Assembly–Standard Bale)
3668 90 ft WIRE GALV GUY 3/8 EHS
4060 1 CN PG 1 BLT 6-2/0
5310 1 GRIP GUY AUT 3/8
5316 1 GRIP GUY FMD 3/8 EH
5325 1 GUY GUARD, YELLOW
TDG38L (3/8" Guy Assembly–Long Bale)
3668 90 ft WIRE GALV GUY 3/8 EHS
4060 1 CN PG 1 BLT 6-2/0
5310 1 GRIP GUY AUT 3/8 LNG
5316 1 GRIP GUY FMD 3/8 EHS
TGS72 (GUY INS 7' FOR 1/2)
4727 1 INS GUY STR 30000 78
5320 2 GRIP GUY FMD 1/2 EHS
TGS73 (GUY INS 7' FOR 3/8)
4727 1 INS GUY STR 30000 78
5316 2 GRIP GUY FMD 3/8 EHS

Guying Assembly (For Pole Eyes)
Transmission 04-505-01
2-Way Pole Band Assembly
Revised 10/03
2-Way Pole Band Assembly

Application
The 2-way pole band is used when tensions
exceed the capacity of pole eyes. Maximum
horizontal tension, with a 1:1 slope, is
limited to 10,300 lbs with 1/2 EHS guy wire.
Notes
1. See section 04-600 for use of guy strain
insulators 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. See page 04-510 for guying assemblies.
3. Do not exceed the buckling strength of the
pole when using down guys.
4. If the down guy must be installed with other
than a 1:1 ratio, notify T&D Design.
5206
5700
28806
Note*
5334
5362
5134 5343
5352
1
1
Use 1/2 EHS guy wire with
2-way pole band construction.
*See Detailed Assembly Listing
04-505-02 Transmission
2-Way Pole Band Assembly Revised 10/03
Detailed Assembly Listing
Cat. ID Qty Description
TPB2L (Pole Band 2 Way 14K L)
28806 13 ft CND CU SLD SD BR 6
5700 2 SLV CU TAP OFST 6–6
5134 2 BLT GALV MCH 7/8 x 3
5206 1 CLIP BONDING POLEBND
5213 1 BND POLE 2WAY 11-13.5
5334 2 pr LINK HD 2WAY POLEBND
5343 2 NUT MF 7/8 IN
5352 0 NUT GALV PLAIN 7/8
5362 2 SHV POLE BND 7/8
TPB2M (Pole Band 2 Way 14K M)
28806 13 ft CND CU SLD SD BR 6
5700 2 SLV CU TAP OFST 6–6
5134 2 BLT GALV MCH 7/8 x 3
5206 1 CLIP BONDING POLEBND
5211 1 BND POLE 2WAY 9.5-12
5334 2 pr LINK HD 2WAY POLEBND
5343 2 NUT MF 7/8 IN
5352 0 NUT GALV PLAIN 7/8
5362 2 SHV POLE BND 7/8
TPB2S (Pole Band 2 Way 14K S)
28806 13 ft CND CU SLD SD BR 6
5700 2 SLV CU TAP OFST 6–6
5134 2 BLT GALV MCH 7/8 x 3
5206 1 CLIP BONDING POLEBND
5210 1 BND POLE 2WAY 8-10
5334 2 pr LINK HD 2WAY POLEBND
5343 2 NUT MF 7/8 IN
5352 0 NUT GALV PLAIN 7/8
5362 2 SHV POLE BND 7/8
Pole Band Selection Guide
Pole Distance from
Class Tip of Pole PassPort Code
3 Tip to 20' TPB2S
2 Tip to 10'
3 21' to 40' TPB2M
2 11' to 20'
1 Tip to 20'
2 21' to 40' TPB2L
1 21' to 40'
H1 Tip to 30'
H2 Tip to 20'

Transmission 04-506-01
Pole Band Guying Assembly
Revised 10/03
Guying Assembly (For Use With Pole Bands)
1
1
See 08-200-05
See Note 2
4727
See Next Page
See Next Page
6¢ Minimum
See Note 3
See pg 08-200-06

6' Minimum
See Note 3

See next page for notes and assembly codes.
04-506-02 Transmission
Pole Band Guying Assembly Revised 01/05
Assembly Codes
Description PassPort Codes*
Down Guy Assembly TDG12, TDG12L
Guy Strain Insulator Assy TGS72
* For a complete listing of items by code, see the next
table.

Notes
1. See section 04-600 for use of guy strain
insulators 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 band, a sheave roller is not
required.
3. Maintain a minimum distance of 6'. If the
distance will be less than 6', use an additional
guy strain insulator in place of the guy wire.
4. See page 04-505-01 for information
concerning pole bands with their associated
PassPort material lists.
5. Do not exceed the buckling strength of the
pole when using down guys. Maximum
horizontal tension, with a 1:1 slope, is limited
to 10,300 lbs with 1/2 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 Bands
Cat. ID Qty Description
TDG12 (1/2" Guy Assembly–Standard Bale)
3671 90 ft WIRE GALV GUY 1/2 EHS
4061 1 CN PG 1 BLT397 & 2/0
5313 1 GRIP GUY AUT 1/2
5320 1 GRIP GUY FMD 1/2 EHS
5325 1 GUY GUEARD, YELLOW
TDG12L (1/2" Guy Assembly–Long Bale)
3671 90 ft WIRE GALV GUY 1/2 EHS
4061 1 CN PG 1 BLT 397 & 2/0
5314 1 GRIP GUY AUT 1/2 LNG
5320 1 GRIP GUY FMD 1/2 EHS
TGS72 (GUY INS 7FT FOR 1/2)
4727 1 INS GUY STR 30000 78
5320 2 GRIP GUY FMD 1/2 EHS

Transmission 04-600-01
Grounding and Insulating Guys
Revised 10/03
Grounding and Insulating Guys
Grounding of Guys
All transmission line guys shall be
effectively grounded or insulated. Effective
grounding is achieved through bonding to an
effectively grounded static wire or
distribution neutral.
Except where a guy strain insulator has been
installed specifically to isolate pole mounted
hardware from ground, any guy strand
between the guy strain insulator and the
pole shall be bonded to the pole ground
wire. Bond to the hardware and directly to
the guy strand as shown in the following
illustrations.
Guy Strain Insulators
Guy strain insulators are used to prevent
accidentally energizing a guy wire or to
isolate an anchor from grounding electrodes
to help to control corrosion.
Guy strain insulators shall meet the
following requirements:
Electrical Strength. Except where the
guy strain insulator is being used
exclusively for corrosion control, it shall
have a rated dry flashover voltage of at least
double the nominal line voltage and a rated
wet flashover voltage which is at least as
high as the nominal line voltage between
conductors or the guyed circuit. A guy strain
insulator may consist of one or more 7'
sections of fiberglass guy insulators.
Mechanical Strength. The rated ultimate
strength of the guy strain insulator shall be
at least equal to the rated breaking strength
of the guy in which it is installed.
Caution: Be sure to use the guy strain
insulator with a minimum breaking
strength of 30,000 lb (Cat. ID 4727) and
not the smaller, distribution class, guy
strain insulator with a minimum
breaking strength of 15,000 lb (Cat. ID
4726).
Pole Band Assembly
Bonding to the Guy Strand and
to the Pole Mounting Hardware

Pole Eye Assembly
04-600-02 Transmission
Grounding and Insulating Guys Revised 10/03
Installation. All guy strain insulators
shall be located such that the lower end of
the insulator is at least 8' above ground level
when hanging loose. This must be done to
comply with rule 279A2b(1) of the National
Electric Safety Code. The insulators shall be
so placed that in case any guy sags down
upon another, the insulators will not become
ineffective.
Placement of Guy Strain Insulators
Guy Strain insulators are required in the
following instances:
Where a Guy Could Become Accidentally
Energized. Use one or more 7' sections of
fiberglass guy insulators where a guy passes
through, beside, or under line conductors if:
♦ Contact with an energized conductor
could occur due to high winds, or
♦ Vertical, horizontal, or radial clearances
from conductors to guys are less than
the standard requirements described in
the Advisory Manual. The section of
guy strand between the pole and
insulator shall be bonded to the pole
ground wire.
Note: Even with the addition of a guy strain
insulator, full clearance to metallic end
fittings must be maintained, and clearance
to the insulator must be at least 75% of the
value specified by Table 235-6 of the NESC.
To Isolate a Galvanized Anchor Rod
From the Multigrounded System. To
control electrolytic corrosion, guy strain
insulators are required in all anchor guys
attached to galvanized anchor rods.
Galvanized anchor rods are typically found
on rock and screw anchors, although they
may also be found in other applications.
Without this isolation, the electrolytic
reaction created between the copper
grounding electrodes and the galvanized
anchor rods will cause the galvanized
anchor rods to corrode and, eventually, fail.
The insulator must be installed to extend
below the lowest line conductor. The guy
strand above the guy strain insulator as well
as the pole hardware must be bonded to the
pole ground wire as shown in the illustration
on page 01. Examples of proper and
improper placement of the guy strain
insulator are shown later in this document.
To Isolate any Anchor (All Types) From
Cathodic Protection Systems. Numerous
anode beds are located within our system to
protect natural gas lines, fuel pipelines, or
Idaho Power Company steel transmission
towers. When a guy anchor is being placed
within 1/2 mile of a cathodic protection
anode bed or within 2 spans of a major
natural gas line or a fuel transmission
pipeline, a guy strain insulator may be
required to isolate the guy anchor (all types)
from the multi-grounded system. See the
illustration on page 03. Contact Line
Services for special instructions. The guy
strand above the guy strain insulator as well
as the pole hardware must be bonded to the
pole ground wire. See the illustrations on
page 01.
Transmission 04-600-03
Grounding and Insulating Guys
Revised 10/03
Anode
Bed
1/2 Mile
Major
Pipeline
2 Spans

Figure 2. Anchor Isolation May be Required Near a Cathodic Protection System

NESC Installation Requirements
(NESC Rule 279A2b)
The NESC has certain requirements
regarding the installation of guy strain
insulators:
♦ All insulators shall be located at least 8′
above the ground (Rule 279A2b(1)).
♦ When a hazard would exist with one
insulator, two or more guy insulators
shall be placed so as to include, in so far
as is practical, the exposed section of
guy between them (Rule 279A2b(2)).
♦ Insulators shall be so placed that in case
any guy sags down upon another, the
insulators will not become ineffective
(Rule 279A2b(3)).
These requirements are illustrated on pages
04 through 09. Note that the purpose of
these rules is to protect people, having in
mind situations where guy wires break,
become slack, or are displaced somehow,
such as by a child swinging on a down guy.
Also keep in mind that it is desirable to keep
grounded guys out of the hot working area
for protection of workers.
04-600-04 Transmission
Grounding and Insulating Guys Revised 10/03
8' Min
Note:
If the lower
end of the guy strain
insulator were loose, it
would be above the 8'
minimum required by
NESC 279A2b(1).
Note in this illustration that 7' fiberglass
guy strain insulators applied at the pole
for all circuits certainly meets NESC
279A2b(1) since all insulators are
installed well over 8' above the ground.
However, the illustrations that follow
show that this configuration does not
provide adequate safeguards to prevent
accidental energization of the guy
wires.
Compliance with Rule 279A2b(1) ONLY—NOT ADEQUATE
Transmission 04-600-05
Grounding and Insulating Guys
Revised 10/03
A Hazard Exists Here!
Improper placement of the guy strain
insulator has allowed the slackened
guy to become energized.
NESC rule 279A2b(2) has
been violated.

This illustration shows that a hazardous situation
could occur with this arrangement if, for instance, the
guy for the top distribution circuit sags into the jumper
of the lower circuit. Noting NESC Rule 279A2b(2),
we could apply another guy insulator, say a “Johnny
Ball” (guy size and voltage permitting), in an attempt
to remedy the situation. However, we would have to
be careful where we place it. See page 06.
Figure 4. Violation of Rule 279A2b(2)
04-600-06 Transmission
Grounding and Insulating Guys Revised 10/03

Second
insulator
is NOT
properly
placed.
A Hazard Exists Here!
Improper application of the guy strain
insulator has allowed the energized
guy to energize another guy.
NESC rule 279A2b(3) has
been violated.
If we place the Johnny Ball as shown here, the insulator
for the lower circuit could be rendered ineffective, in
violation of NESC Rule 279A2b(3). Applying two 7'
fiberglass insulators linked together as shown on pages
07, 08, and 09 for the top distribution circuit would
appear to be the universal solution. But, read on.
Violation of Rule 279A2b(3)
Transmission 04-600-07
Grounding and Insulating Guys
Revised 10/03
Second
insulator
installed here
in an attempt
to meet 279A2b(2).
It still violates
Rule 279A2b(3).
A Hazard Exists Here!
Improper application of the guy strain
insulator has allowed the broken guy
to energize another guy.
NESC rule 279A2b(3) has
been violated.
These insulators have become
ineffective through improper
placement of the guy strain insulato
on the broken guy.

This illustration shows that the same troubles exist when
placing transmission guy insulators at the pole only. The bottom
section of the guy could become energized should the guy
become slack and sag into the distribution circuits. We could
attempt to remedy this by inserting another insulator in the guy
at least 8' above ground level in accord with NESC Rules
279A2b(1) and (2). However, improper placement could result
in the same problem shown on page 06; that is, other insulators
could become ineffective with guy sag.
Violation of Rule 279A2b(3)
04-600-08 Transmission
Grounding and Insulating Guys Revised 10/03
8' Min
Future
Extension
All guy strain insulators
will be well above the
desired 8' minimum
clearance.
This illustration depicts a method of
meeting all three NESC Rules 279A2b(1),
(2), and (3). All insulators will be at least 8'
above ground, and hazards are minimized
even when guys sag or break or anchors
pull. Since the upper portion of the
transmission guys are to be effectively
grounded, insulators are not rendered
ineffective for a situation such as depicted
on page 09.
Compliance with All of Rules 279A2b(1),(2), & (3)
Transmission 04-600-09
Grounding and Insulating Guys
Revised 10/03
Upper guy wires are
effectively grounded.
This insulator has not become
ineffective because the circuit will
de-energize through the effectively
grounded upper guy wires.

Please note that the NESC prescribes clearance requirements from conductors to guy strain
insulators. See the Guy Clearances section 06-04 of the Overhead Manual.
When the effectively grounded portion of the
guy contacts the distribution jumper, the
distribution circuit should automatically de-
energize. Note that the transmission guy strain
insulators are positioned such that the guy
insulation requirement for a future extension
off the bottom distribution circuit is also
covered.
It would be impractical to depict each and
every situation in applying guy strain
insulators to meet the requirements of NESC
Rule 279A2b. However, a clear understanding
of the principles stated above will result in
proper application for other installations not
shown.
Rule 279A2b(3) is NOT Violated
04-600-10 Transmission
Grounding and Insulating Guys Revised 10/03
Material Description of Fiberglass
Guy Strain Insulators
Application. The 7' fiberglass, guy
strain insulator, which is rated at
30,000 pounds, must be installed on both
3/8" and 1/2" guy strand where the guy
could accidentally become energized.
Multiple 7' sections may be required to
maintain the clearances specified in the
Advisory Manual. Note: Even with the
addition of a guy strain insulator, full
clearance to metallic end fittings must be
maintained, and clearance to the insulator
must be at least 75% of the value specified
by Table 235-6 of the NESC. If guy strand is
used above the guy strain insulator, it must
be bonded to the pole ground wire as shown
in sections 04-501, 04-506 and 04-600.
Caution: Be sure to use the guy strain
insulator with a minimum breaking strength
of 30,000 lb (Cat. ID 4727) and not the
smaller, distribution class, guy strain
insulator with a minimum breaking strength
of 15,000 lb (Cat. ID 4726).
This guy strain insulator must also be used
wherever the anchor must be isolated from
1/2" guy strand for corrosion control; the
Johnny Ball does not offer adequate tensile
strength for 1/2" guy strand.
PassPort Codes. Each PassPort code
listed below includes one guy strain
insulator, two rollers, and the appropriate
formed wire guy grips.
Cat. ID Description PassPort Codes
4727 INS GUY STR 30000 78 TGS72
TGS73
4866 LINK SGL 3/4" None

Fiberglass Guy Strain Insulator
Configurations

Transmission 04-990-01
Anchor System Corrosion
Revised 10/03
Anchor System Corrosion – Causes & Prevention
Corrosion is the deterioration of a metal by
chemical or electromechanical reaction with
its environment. A number of conditions can
contribute to the corrosion of an anchor
system. Their interaction can affect the kind
of corrosion, its rate of action, and whether
it is localized as pitting or distributed over
the metal surface.
Dissimilar Metals
The electrical connection of dissimilar
metals creates a galvanic couple that leads
to the most active of the two metals
becoming an anode and corroding.
Examples of galvanic couples include the
following:
♦ Galvanized Steel Anchor Rod +
Copper Pole Ground. When a
galvanized steel anchor rod is connected
through the guy strand to the copper
pole grounds, corrosion of the
galvanized rod occurs at about l5"
below the surface of the ground.
♦ Galvanized Steel Anchor Rod + Black
Steel Anchor Plate. When a
galvanized steel anchor rod is connected
to a black steel cross plate, corrosion
occurs on the anchor rod near the
anchor plate.
♦ Copper-Bonded Steel Anchor Rod +
Black Steel Anchor Plate. When a
copper-bonded steel anchor rod is
connected to a black steel anchor plate,
the plate is corroded where it contacts
the copper bonded rod.
By electrically isolating the dissimilar
metals from one another, galvanic corrosion
can be controlled. The isolation for the first
galvanic couple described above is achieved
through the use of a guy strain insulator.
Refer to section 04-600 for additional
information on the application of guy strain
insulators. The second and third galvanic
couples described above can be isolated
through the application of a poly sleeve set,
as shown in section 04-100, to isolate the
anchor plate from the rod.
Backfill should not be placed over the
anchor rod eye because galvanic corrosion
would occur on the guy strand. If additional
fill is placed around an anchor, the anchor
should be reset or an adequate anchor rod
extension should be used. A plastic conduit
around the anchor rod eye and down guy
does not provide adequate protection.
04-990-02 Transmission
Anchor System Corrosion Revised 10/03
Differential Aeration
When an anchor rod passes through soil
areas containing different amounts of air, an
oxygen concentration cell is formed in
which the metal in the well-aerated area is
less active chemically than the oxygen
deprived metal surface. Generally, this tends
to concentrate corrosion on the more deeply
buried portion of the structure. An example
of an oxygen concentration cell condition is
where the anchor rods are buried in different
soil strata, such as sand and clay. The
section of the rod in the clay is usually
deprived of oxygen while the section in the
sand has an excess of oxygen. The oxygen
concentration cell thus causes corrosion of
that portion of the metal rod in the oxygen
deprived soil. Another example of this
situation is where the anchor rods penetrate
below the surface of the water table. The
rising and falling water level effectively
“pumps” air into the upper soil while the
section of the rod under water is deprived of
oxygen. The corrosion that results often
causes a gradual reduction of the rod
diameter, called “penciling”, and failure
occurs near the uppermost part of the rod
that is continuously under water.
Corrosion of the anchor rod due to
differential aeration has been reduced by
using a copper-bonded anchor rod. The
corrosion of copper generally proceeds at a
slower rate than that of a galvanized steel
rod under the same conditions. The copper
coating thus protects the steel rod. It is
extremely important that the copper layer
over the rod and threads be free of any
breaks in the coating since the exposure of
the steel to the soil would cause rapid
corrosion of the steel core with possible
failure of the rod. An added benefit of the
copper-bonded rod is that it eliminates the
need for a strain insulator in the down guy.
Similar corrosion protection of the
galvanized rods used with screw anchors is
achieved by using rods that are purposely
oversized for the Application. In some areas,
where the potential for particularly strong
oxygen concentration cells exists, these rods
may have a relatively short service life.
Should this situation be encountered in the
field, contact T & D Design for replacement
recommendations.

Stray DC Currents
Corrosion of buried metals is accelerated by
stray DC current in the soil. In the Idaho
Power Company service area, DC current is
mainly related to cathodic protection
installations for buried pipelines and steel
transmission towers. When anchoring within
one half mile of a cathodic protection anode
bed or within two spans of a major natural
gas or fuel transmission pipeline, a guy
strain insulator may be required to isolate
the anchor from the multi-grounded system.
Contact T&D Design for special
instructions.

Transmission 05-200-01
Guy Brace Assembly
Revised 04/06
Guy Brace Assembly (TGBA)

Application
Most new H-frame construction will utilize
laminated 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,
existing lines. Consult Line Services 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 modifications to this approach because
they have a different type of spacer fitting.
5352
5343
22150
See bolt sch
5312
4845
5281
5316
3669
4725
4872
5352
5187 51355186
5173
4872
5352
5343
22150
See bolt sch
5312
4872
5173
5281
05-200-02 Transmission
Guy Brace Assembly Revised 05/11
Bill of Materials
See the Work Order and PassPort for
current Bill of Materials information.
Guy Brace Assembly Material List
Cat. ID Qty Short Description
3668 4 lb WIRE GALV GUY 3/8EHS
4725 1 BREAKER See PassPort
4845 1 CLV THMB 3/4 IN BNK
4872 2 LINK TWTD ANGLE 7/8
5135 1 BLT GALV MCH 7/8 X 6
See Bolt Sch 1 BLT GALV MCH 7/8 X(long)
5173 2 WSHR CRVD 4X4 X15/16
22150 1 WSHR DBL COIL 15/16 HOLE
5187 2 WSHR SQ BVLD 15/16
5281 1 CLIP BONDING 7/8"
5312 1 GRIP GUY AUT 3/8 RL
5316 1 GRIP GUY FMD 3/8 EHS
5343 2 NUT MF 7/8 IN
5352 3 NUT GALV PLAIN 7/8
Schedule for 7/8". Machine Bolts*
Distance Down Length (in) Per Pole Class
From Pole Tip H2 H1 1 2 3
Tip to 10' 16 16 14 14 12
11' to 20' 18 18 16 16 14
21' to 30' 18 18 16 16 16
31' to 40' 20 20 18 18 16
* For bonding on the top bolt as shown, increase one
bolt length 2".

Cat. ID Description
5136 BLT GALV MCH 7/8X12
5137 BLT GALV MCH 7/8X14
5138 BLT GALV MCH 7/8X16
5139 BLT GALV MCH 7/8X18
5140 BLT GALV MCH 7/8X20

Transmission 05-205-01
Knee and Vee Brace Assembly
Revised 10/03
Knee and Vee Brace Assemblies
Drop
Spacing
Drop
Spacing

Knee Vee

Application
The guy brace assembly described on the
previous page is the modern replacement for
wood braces in situations where the brace is
a tension member in the structure. Where
the member is in compression, the wood
brace is still used.
Two types of wood braces have been used
on H-frame construction to strengthen the
crossarm at locations where the design
loading exceeds the strength of the
unsupported arm. The braces differ only in
the orientation of their end fittings. The
knee brace (K-brace) has its end fittings
perpendicular to each other; the vee brace
end fittings are parallel. Both may be used
to reinforce the crossarm either between the
poles, or outside the poles. The choice of
which brace is used is determined by other
hardware associated with the crossarm
design. The current standard spacer fitting
calls for the use of the vee brace.

Transmission Revised 06/17 06-010-01
Suspension and Deadend Insulators
Suspension and Deadend Insulators

Aerial transmission line conductors, in both
suspension and deadend configurations, are
usually supported from transmission structures
by ball and socket or polymer suspension
insulators. The proper level of insulation and
mechanical strength is provided by coupling
together the desired connecting hardware with
the required number of ball and socket insulators
or the appropriate polymer insulator to form
deadend or suspension strings for conductor
supports. This document describes the use and
application of suspension insulators on Idaho
Power Company’s transmission system.
General Notes
 Order all porcelain insulators in the
preferred colors, which are color coded for
strength. Insulators specified as light gray
should be in accordance with ANSI
Z55.1-1967 No. 70 (light gray). Other colors
may be obtained for use where line
appearance and aesthetic treatment are
important. Where appearance is important,
do not use insulators of different colors on
the same structure.
 Glass insulators are typically color coded
with a stripe on the cap.
The approved M&E strength rating assigned to
the insulator refers to the ultimate strength and
not to the maximum safe load. M&E rating is
based on the mechanical load applied to an
insulator at which the insulator fails to perform
its function either electrically or mechanically,
when voltage and mechanical stress are applied
simultaneously.
 Maximum working load must not exceed 1/2
of the approved M&E rating. Maximum
working load is the maximum mechanical
loading permitted on the insulator or string
of insulators under the most severe design
conditions for the particular location or line.
 All porcelain insulators are marked with
Tension Proof Test Loads, in pounds,
followed by the word “TEST”. This marking
will appear on the top of the insulator shell.
All glass insulators will be marked with the
tension proof test loads on the insulator cap.
The tension proof test value represents a
value to which the insulator has been tested
before leaving the manufacturer’s plant.
 All new construction at 345 and 500 kV will
use glass insulators.
 Do not mix porcelain and glass insulators in
the same string.
 Refer to section 13-020 for a guide to
selection of insulators to satisfy mechanical
constraints.


06-010-02 Revised 06/17 Transmission
Suspension and Deadend Insulators
Insulator String Assemblies
The appropriate number of suspension
insulators to install on transmission lines and
their associated lengths are shown on the
following pages.
For installations requiring a different number of
insulators, consult T&D Design.
Caution. Do not attempt positive
identification of the voltage of an existing
operating line by counting the number of
insulators in an insulator string.
The adoption of various insulation values
through the years, the voltage uprating of
selected lines, and the occasional use of
unusual insulation values as a solution for
clearance problems have resulted in a
transmission system with many varied
insulation levels.
Maintenance replacement of suspension
insulators due to age, wear, or damage shall be
made in kind; that is, the same type and number
of new insulators shall be used to replace the
units to be removed. Use of the same color is
important in areas where appearance is
important.
At deadends, where the assembly, at the time of
installation, will assume a position above
horizontal, the insulators must be reversed in the
assembly to prevent the accumulation of
moisture in the skirts on the underside of the
insulators.
Insulator Selection
Ball and socket insulator specifications are
shown in the table below.
Clevis type shield wire insulators are used on
insulated shield wire systems. Do not use
distribution insulators on insulated shield wire
applications.

Cat. ID M&E Rating Safe Working Load
4801 15,000# 7,500#

Ball and Socket Insulators
Cat. ID M&E Rating Max Working Load ANSI Class Color Code
Porcelain Insulators
4775 20,000# 10,000# 52-3 Light Gray
4777 30,000# 15,000# 52-5 Dark Gray
4779 40,000# 20,000# 52-8 Royal Blue
4781 50,000# 25,000# 52-11 Brown
Glass Insulators
4776 20,000# 10,000# 52-3 Black
4778 30,000# 15,000# 52-5 Red
4780 40,000# 20,000# 52-8 Blue
4782 50,000# 25,000# 52-11 Green

Transmission Revised 10/03 06-010-03
Suspension and Deadend Insulators
Porcelain Suspension and Deadend Insulator Assemblies

Suspension Assembly
Line Voltage # of Insulators Section Length*
Wood Construction
46/69-kV 5 31.8"
138-kV 8 49.1"
230-kV 13 77.8"
345-kV 16 95.1"
Metal Construction
46/69-kV 7 43.3"
138-kV 10 60.6"
230-kV 15 89.3"
345-kV 18 106.6"
500-kV 25 146.8"
* Section length includes minimum hardware. The length
may be longer if different hardware is used.

Deadend Assembly
Line Voltage # of Insulators Section Length*
Wood Construction
46/69-kV 7 56.7"
138-kV 10 73.9"
230-kV 15 102.7"
345-kV 18 119.9"
Metal Construction
46/69-kV 9 68.2"
138-kV 12 85.4"
230-kV 17 114.2"
345-kV 20 131.4"
500-kV 27 171.7"
* Section length includes minimum hardware. The length
may be longer if different hardware is used.

Scale: 1": 13.89"
Section Length
Deadend Assembly
Section
Length
Suspension Assembly
06-010-04 Revised 10/03 Transmission
Suspension and Deadend Insulators
Polymer Suspension/Deadend Insulators
10,000 lb Maximum Working Load (20,000 lb M&E)

Cat. ID PassPort Code kV Manufacturer A (in.)
Wood Construction
4783* TI69W 46/69 NGK 40
Ohio Brass 41
Reliable 40
Sediver 39
4785* TI138W 138 NGK 57
Ohio Brass 59
Reliable 60
Sediver 56
4787 Obsolete 230** Lapp 85
Ohio Brass 84
Reliable 87
Sediver 92
4789 Obsolete 345** Lapp 108
Ohio Brass 108
Reliable 104
Sediver 106
Steel Construction
4785* *** TI38W 46/69 NGK 57
Ohio Brass 59
Reliable 60
Sediver 56
4786 TI138S 138 NGK 64
Ohio Brass 65
Reliable 64
Sediver 63
4788 230** NGK 97
Ohio Brass 96
Reliable 96
Sediver 99
4790 345** NGK 119
Ohio Brass 114
Reliable 120
Sediver 120
* Not for use as a deadend in eagle areas.
** Corona rings are required on all polymer insulators used at 230-kV or above.
See the manufacturer’s catalogues for further details.
*** Use a 138-kV wood insulator for 46/69-kV steel construction applications.
Reference: Also see the Materials Manual, section 02-015.

Section Length (A)
ANSI Ball Class (52-5)
Transmission Revised 10/03 06-010-05
Suspension and Deadend Insulators
Polymer Suspension/Deadend Insulators
20,000 lb Maximum Working Load (40,000 lb M&E)

Cat. ID PassPort Code kV Manufacturer A (in.)
Wood Construction
4791 138 NGK 67
Ohio Brass 68
Reliable 68
Sediver 66
4793 Obsolete 230* Lapp 97
Ohio Brass 99
Reliable 99
Sediver 98
4795 Obsolete 345* Lapp 116
Ohio Brass 117
Reliable 121
Sediver 119
Steel Construction
4792 138 NGK 74
Ohio Brass 74
Reliable 80
Sediver 77
4794 230* NGK 107
Ohio Brass 105
Reliable 106
Sediver 109
4796 345* NGK 125
Ohio Brass 123
Reliable 124
Sediver 130
* Corona rings are required on all polymer insulators used at 230-kV or above.
See the manufacturer’s catalogues for further details.
Reference: Also see the Materials Manual, section 2-015.

Section Length (A)
ANSI Ball Class (52-8)
Transmission 06-200-01
Post Insulators
Horizontal Post Insulators
Polymer Horizontal Post Insulators
Cat. ID CU* Voltage Manufacturer Length
Wood/LD Pole Construction (Gain Base)
4743 TI69HP 46/69 NGK 27"
Ohio Brass 26"
Reliable 28"
Sediver 24"
4744 TI138HP 138 NGK 58”
Ohio Brass 60"
Reliable 60"
Sediver 62"
4746 230 Ohio Brass 96"
NGK 95"
Custom Steel Pole Construction (Flat Base)
4745 138 NGK 64"
Ohio Brass 64"
Reliable 66"
Sediver 66"
4747 230 Ohio Brass 96"
NGK 95"
* The Compatible Unit Code(s) includes the necessary hardware to
mount the insulator.
Porcelain Horiz Post Insulators–Wood Pole Construction
Cat. ID CU* Voltage Manufacturer Length
4743 TI69HC 46/69 Lapp 22"
Ohio Brass 22"
4724 TI138HC 138 Lapp 61"
Ohio Brass 60"
* The Compatible Unit Code(s) includes the necessary hardware to mount
the insulator.

Post Insulators
Revised 09/08
06-200-02 Transmission
Post Insulators Revised 10/03

Vertical Post Insulators–Wood Pole Construction
Polymer Vertical Post Insulators
Cat. ID CU* Voltage Manufacturer Length Length
4737 TI69VP 46/69 NGK 27"
Ohio Brass 28"
Reliable 33"
Sediver 26"
4738 TI138VP 138 Ohio Brass 58"
Reliable 60"
Sediver 61"
16"
36"* The Compatible Unit Code(s) includes the necessary hardware to mount the
insulator.

8 1/16"
Porcelain Vertical Post Insulators
Length
Clamp Top
Tie Top
Length
Length
Cat. ID CU* Voltage Manufacturer Length
Clamp Top Insulators
4774 TI69C 46/69 Lapp 22"
Ohio Brass 21"
NGK 22"
4748 TI138VC 138 Lapp 61"
Tie Top Insulators
4736 69 Lapp 20"
Ohio Brass 20"
NGK 20"
* The Compatible Unit Code(s) includes the necessary hardware to mount the
insulator.

Transmission 06-250-01
Pin Insulators
Revised 10/03
Pin Insulators
12"
9 1/8"
4 3/8"
13 1/2"
12 1/2"
5 3/8"
69 kV 46 kV
Application
This page is for maintenance information
only. These pin insulators are not to be used
for new construction.
Pin Insulators
Cat. ID PassPort Code Voltage
4766 TI46 (Retire only) 46-kV
4767 TI69 (Retire only) 69-kV
Note: Standard glaze color is ANSI-70 Skytone.
For information concerning wraplock ties,
see page 11-300-01.
Metal Pins
The appropriate pin size is determined by
the size of the crossarm. This may be
determined by consulting the applicable
structural drawings.
Cat. ID Description A
5161 (No purch) PIN STL 12" LONG 11"
5162 PIN STL 12" SHORT 6"

1 1/8"
3/4"
1
2 "3
3
8 "1
1
2 "3
1
8 "2
A
12 "

Transmission Revised 05/12 07-005-01
Thermal Ampacity of Overhead Transmission Line Conductors
Thermal Ampacity of
Overhead Transmission Line Conductors
Scope
The ampacity ratings for conductors shown on
this standard are for use in determining the
maximum allowable continuous loads for
existing transmission lines for the conditions
described.
General Notes
The following general statements apply to the
use of the ampacity ratings listed in this
standard.
♦ The selection of conductor size in the design
of new lines should take into account power
loss and voltage drop.
♦ Temperature rise in splices and connections
may be a limiting factor in overhead
conductor loading. Where the condition of
the splices and connections is questionable,
caution should be used in applying these
tables.
♦ When establishing an ampacity rating of a
line, the rating will be limited to the
ampacity of the most limiting component
(conductor, splice, connection, etc.) of the
line.
♦ For planning purposes, “Summer”
conditions should be assumed for loads
occurring in May through October and
“Winter” conditions in November through
April.
♦ For operation purposes, if the actual ambient
temperature at the time the load occurs is
known, it may be used to interpolate on a
straight line basis between the ampacities
given in the tables.
♦ Under emergency conditions, lines may be
operated above their specified maximum
operating ampacities. The allowable
emergency ampacity of a line is limited to a
10° temperature increase above the normal
steady state temperature rating as shown
below for a period not to exceed 30 minutes.
The operation at the emergency rating levels
is limited to a 30 minute time period, during
which operators are required to take action
to reduce load levels to normal steady-state
limits.
♦ Depending on the conditions, certain lines
may possibly be capable of operating at
higher capacity than shown in the tables.
T&D Design is to be consulted to evaluate
clearances, condition of hardware, etc.
before any attempt is made to operate the
line at a higher capacity than shown in the
tables.
Basis of Tables for Normal and
Emergency Operation
The following conductor temperature and
environmental conditions have been used as a
basis for the ampacity ratings listed in this
standard.
Conductor Temperatures
Normal Emergency
Steady State 30 Minutes
ACSR 80°C (176°F) 90°C (194°F)
Aluminum 75°C (167°F) 85°C (185°F)
Copper 75°C (167°F) 85°C (185°F)
07-005-02 Revised 05/12 Transmission
Thermal Ampacity of Overhead Transmission Line Conductors
Environment Conditions
Summer Ambient Temp: 40°C w/ full sun
Time/Date: noon, July 1
Winter Ambient Temp: 5°C w/ full sun
Time/Date: noon, January 1
Wind Velocity: 4.4 ft/sec (3 mph)
90° to line azimuth
Coeff. Of Absorption: AL 0.5
Coeff. Of Emissivity: AL 0.5
Coeff. Of Absorption: Cu 0.85
Coeff. Of Emissivity: Cu 0.85
Altitude: 3300 feet
Latitude: 42° North
Sun Azimuth 180°
Line Azimuth: 90° (E-W)
Atmosphere: Clear
The ampere ratings were determined using
Southwire thermal line rating software (SWRate
3.02). This software utilizes calculation methods
based on IEEE 738- 1998. Data provided in the
conductor tables and the conductor calculations
is based on ASTM 02.03-2006.

Table 1. Ampere Ratings of ACSR Conductors
Summer Winter
Conductor Normal Emergency Normal Emergency
#4- Swanate 144 159 201 211
#2- Sparrow 189 210 266 278
1/0- Raven 249 276 352 367
2/0- Quail 286 317 404 421
3/0- Pigeon 327 362 463 483
4/0- Penguin 375 415 531 554
397.5- Ibis 605 679 862 910
477- Hawk 678 762 968 1021
715.5- Starling 872 983 1252 1321
715.5- Stilt 866 976 1243 1312
795- Tern 911 1027 1309 1381
795- Drake 931 1050 1341 1415
954- Cardinal 1024 1152 1478 1557
1272- Bittern 1223 1382 1770 1870
1272- Skylark 1208 1363 1747 1844
1590- Lapwing 1403 1588 2035 2151
2167- Kiwi 1673 1899 2434 2578

Table 2. Thermal MVA Ratings of ACSR Conductors at Summer Conditions
Conductor 46 kV 69 kV 138 kV 230 kV 345 kV 500 kV
#4- Swanate 11.5 17.2 34.4 57.4 86.0 124.7
#2- Sparrow 15.1 22.6 45.2 75.3 112.9 163.7
1/0- Raven 19.8 29.8 59.5 99.2 148.8 215.6
2/0- Quail 22.8 34.2 68.4 113.9 170.9 247.7
3/0- Pigeon 26.1 39.1 78.2 130.3 195.4 283.2
4/0- Penguin 29.9 44.8 89.6 149.4 224.1 324.8
397.5- Ibis 48.2 72.3 144.6 241.0 361.5 523.9
477- Hawk 54.0 81.0 162.1 270.1 405.1 587.2
715.5- Starling 69.5 104.2 208.4 347.4 521.1 755.2
715.5- Stilt 69.0 103.5 207.0 345.0 517.5 750.0
795- Tern 72.6 108.9 217.7 362.9 544.4 788.9
795- Drake 74.2 111.3 222.5 370.9 556.3 806.3
954- Cardinal 81.6 122.4 244.8 407.9 611.9 886.8
1272- Bittern 97.4 146.2 292.3 487.2 730.8 1059.1
1272- Skylark 96.2 144.4 288.7 481.2 721.8 1046.2
1590- Lapwing 111.8 167.7 335.3 558.9 838.4 1215.0
2167- Kiwi 133.3 199.9 399.9 666.5 999.7 1448.9
Transmission Revised 05/12 07-005-03
Thermal Ampacity of Overhead Transmission Line Conductors

Table 3. Ampere Ratings of Aluminum Conductors
Summer Winter
Conductor Normal Emergency Normal Emergency
#2- Ames 185 210 270 286
2/0- Anaheim 285 325 419 444
2/0- Aster 276 314 405 428
246.9- Alliance 380 434 562 596
336.4- Tulip 492 563 730 773
795- Arbutus 836 961 1254 1330
1,272- Narcissus 1115 1286 1689 1793
1,590- Coreopsis 1276 1475 1938 2060
Table 4. Thermal MVA Ratings of Aluminum Conductors at Summer Conditions
Conductor 46 kV 69 kV 138 kV 230 kV 345 kV 500 kV
#2- Ames 14.7 22.1 44.2 73.7 110.5 160.2
2/0- Anaheim 22.7 34.1 68.1 113.5 170.3 246.8
2/0- Aster 22.0 33.0 66.0 110.0 164.9 239.0
246.9- Alliance 30.3 45.4 90.8 151.4 227.1 329.1
336.4- Tulip 39.2 58.8 117.6 196.0 294.0 426.1
795- Arbutus 66.6 99.9 199.8 333.0 499.6 724.0
1,272- Narcissus 88.8 133.3 266.5 444.2 666.3 965.6
1,590- Coreopsis 101.7 152.5 305.0 508.3 762.5 1105.0

07-005-04 Revised 05/12 Transmission
Thermal Ampacity of Overhead Transmission Line Conductors
Table 5. Ampere Ratings of Copper Conductors
Summer Winter
Conductor Normal Emergency Normal Emergency
#8 solid 92 105 135 143
#4 solid 164 187 243 257
#4A- CW 176 202 263 278
#3 solid 189 217 281 298
#3K- CW 199 227 297 314
#2 solid 219 251 325 345
#2A- CW 234 269 351 372
#1 -7 str 258 296 386 410
#1F- CW 257 295 385 408
#1J- CW 257 294 387 408
1/0 -7 str 298 343 447 475
2/0 -7 str 344 397 518 550
2/0J- CW 337 387 511 539
4/0 -7 str 458 531 695 739
250 -12 str 514 597 785 835

Table 6. Thermal MVA Ratings of Copper Conductors at Summer Conditions
Conductor 46 kV 69 kV 138 kV 230 kV 345 kV 500 kV
#8 solid 7.3 11.0 22.0 36.7 55.0 79.7
#4 solid 13.1 19.6 39.2 65.3 98.0 142.0
#4A- CW 14.0 21.0 42.1 70.1 105.2 152.4
#3 solid 15.1 22.6 45.2 75.3 112.9 163.7
#3K- CW 15.9 23.8 47.6 79.3 118.9 172.3
#2 solid 17.4 26.2 52.3 87.2 130.9 189.7
#2A- CW 18.6 28.0 55.9 93.2 139.8 202.6
#1 -7 str 20.6 30.8 61.7 102.8 154.2 223.4
#1F- CW 20.5 30.7 61.4 102.4 153.6 222.6
#1J- CW 20.5 30.7 61.4 102.4 153.6 222.6
1/0 -7str 23.7 35.6 71.2 118.7 178.1 258.1
2/0 -7str 27.4 41.1 82.2 137.0 205.6 297.9
2/OJ- CW 26.9 40.3 80.6 134.3 201.4 291.9
4/0 -7str 36.5 54.7 109.5 182.5 273.7 396.6
250 -12str 41.0 61.4 122.9 204.8 307.1 445.1

Transmission 07-010-01
Characteristics of Aluminum and Steel Bare Cable
Table 1. ACSR Conductor Characteristics
Cross
Size Section Weight Rated IPCo
or Outside Square per Breaking Cat.
Name kcmil Stranding Diameter Inches Foot Strength ID PassPort Code
Quail 2/0 6/1 .447 .1221 .1832 5310 3454 TR20
Penguin 4/0 6/1 .563 .1939 .2911 8350 3455 TR40
Ibis 397.5 26/7 .783 .3627 .5466 16,300 3457 TR397
Stilt 715.5 24/7 1.036 .6348 .9210 25,500 3459 TR715
Starling* 715.5 26/7 1.051 .6535 .9848 28,400 3460
Drake* 795 26/7 1.108 .7264 1.094 31,500 3463
Tern 795 45/7 1.063 .6674 .8958 22,100 3461 TR795
Cardinal 954 54/7 1.196 .8462 1.229 33,800 3464
Skylark* 1272 36/1 1.316 1.027 1.288 26,000 3465
Bittern 1272 45/7 1.345 1.068 1.434 34,100 3466
Kiwi* 2167 72/7 1.737 1.776 2.303 49,800 3468
* Seldom used

Table 2. Aluminum Conductor Characteristics
Cross
Size Section Weight Rated IPCo
or Outside Square per Breaking Cat.
Name kcmil Stranding Diameter Inches Foot Strength ID PassPort Code
Ames 1,3 No.2 7 .316 .06084 .0727 2,800 3449
Anaheim 1,3 2/0 7 .447 .1221 .1459 5,390 3452
Alliance 1 246.9 7 .563 .1939 .2318 8,560 3453 TR246
Arbutus 2 795 37 1.026 .6245 .7464 13,900 3464
Narcissus 2,3 1272 61 1.300 .999 1.194 22,000
1 Denotes All Aluminum Alloy Conductor (AAAC)
2 Denotes All Aluminum Conductor (AAC)
3 Seldom used
Characteristics of Aluminum and Steel Bare Cable
Revised 01/07
07-010-02 Transmission
Table 3. Alumoweld Characteristics
Cross
Section Weight Rated
Outside Square Per Breaking
Size Stranding Diameter Inches Foot Strength
7No 8 7 .385 .09077 .2618 15,930
No1-2/5* 7 .482 .1416 .3396 16,800
* Denotes Alumoweld -Aluminum Conductors (AWAC)

Table 4. HS Steel Characteristics
Cross
Size Section Weight Rated
or Outside Square per Breaking
kcmil Stranding Diameter Inches Foot Strength
5/16 7 .312 .05946 .205 8,000

Table 5. EHS Steel Characteristics
Cross
Size Section Weight Rated IPCo
or Outside Square per Breaking Cat.
kcmil Stranding Diameter Inches Foot Strength ID PassPort Code
5/16 1 7 .312 .05946 .205 11,200 3666 TR516
3/8 1,2 7 .360 .07917 .273 15,400 3669 TR38
1/2 2 19 .500 .1492 .5040 26,700 3671
9/16 1 19 .666 .1905 .6370 33,700
3/4 2 19 .750 .3358 1.155 58,300 3672
7/8 2 19 .885 .4675 1.581 79,700
1 2 19 1.0 .5969 2.073 104,500
1 Normally used for shieldwire 2 Normally used for downguy

Characteristics of Aluminum and Steel Bare Cable Revised 10/03
Transmission 08-100-01
Single Insulator String Suspension Assemblies
Revised 10/03
Single Porc Insulator String Suspension Assy
10,000 lb Maximum Vertical Load Wood Pole Construction
4775
Note
4816

This assembly can also be used for running
angles of 30° or less. When corona-free
suspension clamps are used, the maximum
running angle is 25°. Corona-free
suspension clamps are typically used for
230-kV construction in urban areas and for
all construction at 345-kV and above.
Bill of Materials
Cat. ID Qty Description
Note† 1 ea CLP SUSP (Type)(Size)
4775 x ea‡ INS SUSP 10 POR 52-3
4816 1 ea CLV-Y BALL 52-3
† See 08-200-02 ‡ See 06-010-03

08-100-02 Transmission
Single Insulator String Suspension Assemblies Revised 10/03
Single Poly Insulator String Suspension Assy
10,000 lb Maximum Vertical Load Wood Pole Construction
Note 2
Note 1

This assembly can also be used for running
angles 30° or less. This assembly may also
be used as a replacement for porcelain or
glass suspension insulator assemblies in
high vandalism areas. Because of the extra
length and the lighter weight, Line Services
should be consulted before this is done.
When corona-free suspension clamps are
used, the maximum running angle is 25°.
Corona-free suspension clamps are typically
used for 230-kV construction in urban areas
and for all construction at 345-kV and
above.
Bill of Materials
Cat. ID Qty Description
Note † 1 ea CLP SUSP (Type)(Size)
Note ‡ 1 ea INS SUSP (kV)(Pole) 10K
1 See 08-200-02 2 See 06-010-04

Transmission 08-110-01
Single Porc. Insulator String Jumper Assembly
10,000 lb Maximum Vertical Load Wood Pole Construction
4775
Note 1
4816
5269
46430
5090
5351
5181
To secure the hold down weight, use two
nuts under the washer, jamming the bolt
threads after tightening. Cut off the excess
threads of the bolt and peen the end to a
dome shape.
Bill of Materials
Cat. ID Qty Description
Note 1 1 ea CLP SUSP (Type)(Size)
4775 x ea2 INS SUSP 10 POR 52-3
4816 1 ea CLV-Y BALL 52-3
5090 1 ea BLT SHLDR-EYE 3/4x8
5181 1 ea WSHR RND 13/16 HOLE
5269 1 ea SHKL HD 3 5/8x5 7/8
46430 3 ea WT HOLD DOWN 50 LB
5351 2 ea NUT GALV PLAIN 3/4
1 See 08-200-02 2 See 06-010-03
Single Insulator String Jumper Assemblies
Revised 09/08
08-110-02 Transmission
Single Polymer Insulator String Jumper Assembly
10,000 lb Maximum Vertical Load Wood Pole Construction
To secure the hold down weight, use two
nuts under the washer, jamming the bolt
threads after tightening. Cut off the excess
threads of the bolt and peen the end to a
dome shape.
Note 2
Note 1
5269
46430
5090
5351
5181
Bill of Materials
Catalog ID Qty Description
Note 1 1 ea CLP SUSP (Type)(Size)
Note 2 x ea INS SUSP (kV)(Pole) 10K
5090 1 ea BLT SHLDR-EYE 3/4x8
5181 1 ea WSHR RND 13/16 HOLE
5269 1 ea SHKL HD 3 5/8x5 7/8
46430 3 ea WT HOLD DOWN 50 LB
5351 2 ea NUT GALV PLAIN 3/4
1 See 08-200-02
2 See 06-010-04

Single Insulator String Jumper Assemblies Revised 09/08
Transmission Revised 10/03 08-130-01
Single Insulator String Running Angle Assemblies
Single Porc. Insulator String Running Angle Assembly
10,000 lb Maximum Load Wood Pole Construction

This assembly can be used for running
angles greater than 30° but less than 60°.
When corona-free suspension clamps are
used, the maximum running angle is 50°.
Corona-free suspension clamps are
typically used for 230-kV construction in
urban areas and for all construction at 345-
kV and above.
Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CLP SUSP (Type)(Size)
4775 x ea2 INS SUSP 10 POR 52-3
4816 3 ea CLV-Y BALL 52-3
4839 1 ea SCKT CLV HL 52-3
1 ea YOKE STR 40K 18IN
1 See 08-200-02 2 See 06-010-03

4775
4839
4816
4102
13605
4816
Scale: 1":10"
08-130-02 Revised 10/03 Transmission
Single Insulator String Running Angle Assemblies
Single Porc Insulator String Running Angle Assembly
20,000 lb Maximum Load Wood Pole Construction
This assembly can be used for running angles
greater than 30° but less than 60°. When corona-
free suspension clamps are used, the maximum
running angle is 50°. Corona-free suspension
clamps are typically used for 230-kV
construction in urban areas and for all
construction at 345-kV and above.
Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CLP SUSP (Tp)(Sz)
4779 x ea2 INS SUSP 10 POR 52-8
4816 2 ea CLV-Y BALL 52-3
4819 1 ea CLF-Y BALL 52-8
4844 1 ea SCKT CLV HL 52-8
13604 1 ea YOKE STR 60K
1 See 08-200-02 2 See 06-010-03
4779
4844
4819
4102
13604
4816
Scale: 1":10"

Transmission Revised 10/03 08-130-03
Single Insulator String Running Angle Assemblies
Single Poly Insulator String Running Angle Assembly
10,000 lb Maximum Load Wood Pole Construction

This assembly can be used for running angles
greater than 30° but less than 60°. When
corona-free suspension clamps are used, the
maximum running angle is 50°. Corona-free
suspension clamps are typically used for 230-
kV construction in urban areas and for all
construction at 345-kV and above.
Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CLP SUSP (Type)(Size)
Note 2 1 ea INS SUSP (kV)(Pole) 10K
4816 2 ea CLV-Y BALL 52-3
4839 1 ea SCKT CLV HL 52-3
13605 1 ea YOKE STR 40K 18IN
1 See 08-200-02 2 See 06-010-04

Note 2
4839
4102
13605
4816
Scale: 1":12.5"
08-130-04 Revised 10/03 Transmission
Single Insulator String Running Angle Assemblies
Single Poly Insulator String Running Angle Assembly
20,000 lb Maximum Load Wood Pole Construction
This assembly can be used for running angles
greater than 30° but less than 60°. When corona-
free suspension clamps are used, the maximum
running angle is 50°. Corona-free suspension
clamps are typically used for 230-kV
construction in urban areas and for all
construction at 345-kV and above.
Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CLP SUSP (Type)(Size)
Note 2 1 ea INS SUSP (kV)(Pole) 20K
4816 2 ea CLV-Y BALL 52-3
4844 1 ea SCKT CLV HL 52-8
13604 1 ea YOKE STR 60K
1 See 08-200-02 2 See 06-010-05

Note 2
4844
4102
13604
4816

Scale: 1":12.5"
Transmission 08-150-01
Single Insulator String Deadend Assemblies
Revised 10/03
Single Porc Insulator String Deadend Assembly
with a Bolted Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
4775
Note 1
Note 2
Note 4
4838
4846

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE BLTD AL (Size)
4775 x ea3 INS SUSP 10 POR 52-3
4838 1 ea SHKL AN 5/8x2.75 30K
4846 1 ea EYE OVAL BALL 52-3
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-03
3 See 06-010-03
4 See Materials Manual, 2-311
08-150-02 Transmission
Single Insulator String Deadend Assemblies Revised 10/03
Single Porc Insulator String Deadend Assembly
with a Bolted Deadend Clamp
15,000 lb Maximum Tension Wood Pole Construction
4777
Note 1
Note 2
Note 4
4838
4846

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE BLTD AL (Size)
4777 x ea3 INS SUSP 15 POR 52-5
4838 1 ea SHKL AN 5/8x2.75 30K
4846 1 ea EYE OVAL BALL 52-3
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-03
3 See 06-010-03
4 See Materials Manual, 2-311
Transmission 08-150-03
Single Insulator String Deadend Assemblies
Revised 10/03
Single Porc Insulator String Deadend Assembly
with a Bolted Deadend Clamp
20,000 lb Maximum Tension Wood Pole Construction
4779
Note 1
Note 2
Note 4
4828
4847

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE BLTD AL (Size)
4779 x ea3 INS SUSP 20 POR 52-8
4828 1 ea SHKL AN 3/4x3.50 60K
4847 1 ea EYE OVAL BALL 52-8
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-03
3 See 06-010-03
4 See Materials Manual, 2-311
08-150-04 Transmission
Single Insulator String Deadend Assemblies Revised 10/03
Single Poly Insulator String Deadend Assembly
with a Bolted Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
Note 3
Note 1
Note 2
Note 4

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE BLTD AL (Size)
Note 3 x ea INS SUSP (kV)(Pole) 10K
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-03
3 See 06-010-04
4 See Materials Manual, 2-311
Transmission 08-150-05
Single Insulator String Deadend Assemblies
Revised 10/03
Single Poly Insulator String Deadend Assembly
with a Bolted Deadend Clamp
20,000 lb Maximum Tension Wood Pole Construction
Note 3
Note 1
Note 2
Note 4

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE BLTD AL (Size)
Note 3 1 ea INS SUSP (kV)(Pole) 20K
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-03
3 See 06-010-05
4 See Materials Manual, 2-311

08-150-06 Transmission
Single Insulator String Deadend Assemblies Revised 10/03
Single Porc Insulator String Deadend Assembly
with a Compression Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
4775
Note 1
4839
4838
4846

Bill of Materials
Catalog ID Qty Description
Note 1 1 ea DE CMPR AL (Size)
4775 x ea2 INS SUSP 10 POR 52-3
4838 1 ea SHKL AN 5/8x2.75 30K
4839 1 ea SCKT CLV HL 52-3
4846 1 ea EYE OVAL BALL 52-3
1 See 08-200-04
2 See 06-010-03

Transmission Revised 10/03 08-150-07
Single Insulator String Deadend Assemblies

Single Porc. Insulator String Deadend Assembly
with a Compression Deadend Clamp
15,000 lb Maximum Tension Wood Pole Construction

Bill of Materials
Catalog ID Qty Description
Note 1 1 ea DE CMPR AL (Size)
4777 x ea2 INS SUSP 10 POR 52-5
4838 1 ea SHKL AN 5/8x2.75 30K
4839 1 ea SCKT CLV HL 52-3
4846 1 ea EYE OVAL BALL 52-3
1 See 08-200-04
2 See 06-010-03
4777
Note 1
4839
4838
4846
08-150-08 Transmission
Single Insulator String Deadend Assemblies Revised 10/03
Single Porc Insulator String Deadend Assembly
with a Compression Deadend Clamp
20,000 lb Maximum Tension Wood Pole Construction
4779
Note 1
4844
4828
4847

Bill of Materials
Cat. ID Qty Description
Note 1 1 ea DE CMPR AL (Size)
4779 x ea2 INS SUSP 10 POR 52-8
4828 1 ea SHKL AN 3/4x3.50 60K
4844 1 ea SCKT CLV HL 52-8
4847 1 ea EYE OVAL BALL 52-8
1 See 08-200-04
2 See 06-010-03
Transmission 08-150-09
Single Insulator String Deadend Assemblies
Revised 10/03
Single Poly Insulator String Deadend Assembly
with a Compression Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
Note 1 Note 2
4839

Bill of Materials
Cat. ID Qty Description
Note 1 1 ea DE CMPR AL (Size)
Note 2 1 ea INS SUSP (kV)(Pole) 10K
4839 1 ea SCKT CLV HL 52-3
1 See 08-200-04
2 See 06-010-04
08-150-10 Transmission
Single Insulator String Deadend Assemblies Revised 10/03
Single Poly Insulator String Deadend Assembly
with a Compression Deadend Clamp
20,000 lb Maximum Tension Wood Pole Construction
Note 1 Note 2
4844

Bill of Materials
Cat. ID Qty Description
Note 1 1 ea DE CMPR AL (Size)
Note 2 1 ea INS SUSP (kV)(Pole) 10K
4844 1 ea SCKT CLV HL 52-8
1 See 08-200-04
2 See 06-010-04

Transmission 08-150-11
Single Insulator String Deadend Assemblies
Revised 10/03
Single Porc Insulator String Deadend Assembly
with an Automatic Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
4775
Note 1
Note 2
Note 4
4838
4846

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE AUT AL (Size)
4775 x ea3 INS SUSP 10 POR 52-3
4838 1 ea SHKL AN 5/8x2.75 30K
4846 1 ea EYE OVAL BALL 52-3
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-05
3 See 06-010-03
4 See Materials Manual, 2-311
08-150-12 Transmission
Single Insulator String Deadend Assemblies Revised 10/03
Single Poly Insulator String Deadend Assembly
with an Automatic Deadend Clamp
10,000 lb Maximum Tension Wood Pole Construction
Note 3
Note 1
Note 2
Note 4

Bill of Materials
Cat. ID Qty Description
Note 1 2 ea CN PG (Qty) BLT (Size)
Note 2 1 ea DE AUT AL (Size)
Note 3 x ea INS SUSP (kV)(Pole) 10K
Note 4 1 ea SCKT EYE HL (Size)
1 See 08-200-06
2 See 08-200-05
3 See 06-010-04
4 See Materials Manual, 2-311

Transmission 08-170-01
Shield Wire Assemblies
Revised 10/03
Shield Wire Automatic Deadend Assembly

Automatic Deadend Assembly
The two assemblies shown above can be
used to deadend 5/16" or 3/8" shield wire on
a wood pole. Pole eyes are preferred over
pole bands due to a labor cost savings.
Maximum design tension is 5,900 lbs. using
a 3/8" EHS down guy at a 1:1 slope. For
other configurations, consult with Line
Services.
PassPort Codes
Pole Eye Pole Band
TSWDEPE TSWDEPB
TSWDE38 TSWDE38
TSWDE516 TSWDE516
Bill of Materials Application
Cat ID Qty Description
Pole Eye
4060 1 ea CN PG 1 BLT 6-2/0
4845 1 ea CLV THMB 3/4" BNK
5308 1 ea GRIP GUY AUTO 5/16"RL
5312 1 ea GRIP GUY AUTO 3/8" RL
Pole Band
4060 1 ea CN PG 1 BLT 6-2/0
5119 1 ea BLT GALV MCH 3/4" X 3"
5308 1 ea GRIP GUY AUTO 5/16"RL
5312 1 ea GRIP GUY AUTO 3/8" RL
5342 1 ea NUT MF 3/4"
5361 1 ea SHV POLE BND 3/4"

4845
5312
4060
5308 5361
5312
5308
4060
5119
5342
Pole Eyes
(Preferred)
4-Way
Pole Band
(Alternate)
08-170-02 Transmission
Shield Wire Assemblies Revised 10/03
Shield Wire Bolted Deadend Assembly
4060
4838
4146

Bolted Deadend Assembly
This assembly is an alternative to the
preferred automatic deadend assembly.
Maximum design tension is 5,900 lbs. using
a 3/8" EHS down guy at a 1:1 slope. For
other configurations, consult with Line
Services.
Bill of Materials
Cat ID Qty Description
4060 1 ea CN PG 1 BLT 6–2/0
4146 1 ea DE BLTD FE 0.2-0.46
4838 1 ea SHKL AN 5/8" X 2.75" 30K

PassPort Codes
NONE

Transmission 08-170-03
Shield Wire Assemblies
Revised 10/03
Shield Wire Running Angle Assembly
with Pole Eye Construction

Running Angle Assembly with Pole
Eye Construction
This assembly is used only on a running
angle structure with 5/16" or 3/8" EHS
shield wire such as the CS or the TAS
structures. The assembly can be used for
running angles less than 30°. Maximum
horizontal resultant force is 5,900 lbs. using
a 3/8" EHS down guy at a 1:1 slope. For
other configurations, consult with Line
Services.
Bill of Materials
Cat ID Qty Description
4115 1 ea CLP SUSP FE 0.3–0.7
4838 1 ea SHKL AN 5/8" X 2.75" 30K

PassPort Code
TSWAPE

4838
4113 30 Maxo
08-170-04 Transmission
Shield Wire Assemblies Revised 10/03
Shield Wire Running Angle Assembly
with Pole Eye and Yoke Construction

Running Angle Assembly with Pole
Eye and Yoke Construction
This assembly is used only on a running
angle structure with 5/16" or 3/8" EHS
shield wire such as the CS or the TAS
structures. The assembly can be used for
running angles greater than 30° but less than
60°. Maximum horizontal resultant force is
5,900 lbs. using a 3/8" EHS down guy at a
1:1 slope. For other configurations, consult
with Line Services.
Bill of Materials
Cat ID Qty Description
4115 2 ea CLP SUSP FE 0.3–0.7
4816 2 ea CLV-Y Ball 52-3
4838 2 ea SHKL AN 5/8" X 2.75" 30K
4856 2 ea SCKT EYE 3/4" W 52-3
13605 1 ea YOKE STR 18" 40K

PassPort Code
TSWHAPE
48384113
13605
4825
Transmission 08-170-05
Shield Wire Assemblies
Revised 10/03
Shield Wire Running Angle Assembly
with 4-Way Pole Band Construction

Running Angle Assembly with
4-Way Pole Band Construction
This assembly can be used for running
angles greater than 30° but less than 60°.
Maximum horizontal resultant force is 5,900
lbs. using a 3/8" EHS down guy at a 1:1
slope. For other configurations, consult with
Line Services.
Bill of Materials
Cat ID Qty Description
4115 2 ea CLP SUSP FE 0.3–0.7
4816 2 ea CLV-Y BALL 52-3
4838 2 ea SHKL AN 5/8" X 2.75" 30K
4856 2 ea SCKT EYE 3/4" W 52-3
13605 1 ea YOKE STR 18" 40K

PassPort Code
TSWHAPE

4838
4115
13605
4856
4816
Transmission Revised 10/21 08-200-01
Conductor Clamps, Connectors, & Splices
Conductor Clamps, PG Connectors, & Splices
Line Post Insulator Conductor Clamps
Clamps are used with both vertically and
horizontally mounted clamp top line post
insulators.

59727 CLP LP INS 0.23 – 0.84 TCP023 Ames, Raven, Anaheim, Quail,
Alliance, Penguin, Raven (AR)
4802 CLP LP INS 0.70 – 1.06 TCP070 Canna, Ibis, Arbutus, Anaheim (AR), Quail (AR),
Alliance (AR), & Penguin (AR)
4808 CLP LP INS 1.00 – 1.50 TCP100 Stilt, Starling, Drake, Tern, Magnolia,
Cardinal, Skylark, Bittern, Narcissus, Ibis
(AR), & Canna (AR)
4809 CLP LP INS 1.50 – 2.00 TCP150 Kiwi, Stilt (AR), Starling (AR), Drake (AR),
Tern (AR), Cardinal (AR), Arbutus (AR)
13772 CLP INS BZ 0.25 – 0.57 TCP035B #1CU
40267 CLP LP INS 1.90 – 2.30 TCP190 Bittern (AR)
(AR) — Fits conductor with armor rod, not included.

Clamp Top Adapters & Reinforcing
Links
Clamp top adapters are used with polymer
insulators to enable the use of conductor clamps.
Reinforcing links are bolted onto the end of
138–kV polymer horizontal-post insulators with
aluminum end fittings to prevent the clevis from
wearing through the hole in the fitting.
Cat. ID Short Description PassPort Code
4805 ADPTR CLT V138KV INS None
4806 ADPTR CLT H138KV INS TCTA
4807 LINK RNFG HRZ PLMR None

Vertical Adapter
Horizontal Adapter
Reinforcing
Link
08-200-02 Revised 02/06 Transmission
Conductor Clamps, Connectors, & Splices
Suspension Clamps
A suspension clamp, together with a matching socket
eye connector, make up an assembly that is normally
used for suspending ACSR, aluminum, and all-
aluminum alloy, and cooper conductors beneath
insulators. It is also used in combination with a yoke
plate for running angle applications.
The corona free aluminum suspension clamp is used
on 230-kV lines located in urban areas, and on all
construction 345-kV and above. The clamp is purchased preassembled with its associated socket eye
connector. For bundled construction, the socket eye connector is replaced with Y-clevis fittings and a yoke
plate.
Aluminum Suspension Clamps—Maximum take-off angle = 20°
Cat. ID Short Description PassPort Code Conductor
4099 CLP SUSP AL 0.40–0.85 TCS397 Ibis, Canna, Raven (AR), Quail (AR),
& Anaheim (AR)
4101 CLP SUSP AL 0.70–1.17 TCS715 Stilt, Starling, Drake, Tern, Arbutus,
& Magnolia
4101 CLP SUSP AL 0.70–1.17 TCS246A Alliance (AR), Penguin (AR)
4102 CLP SUSP AL 1.00–1.47 TCS397A Cardinal, Skylark, Bittern, Narcissus, Ibis-(AR),
Canna (AR)
4106 CLP SUSP AL 1.25–2.25 TCS1272A Bittern (AR)
4108 CLP SUSP AL 1.25–1.82 TCS715A Kiwi, Lapwing, Stilt (AR), Starling (AR), Drake (AR),
Tern (AR), Cardinal (AR), Arbutus (AR)
(AR) — Fits conductor with armor rod, not included.

Corona Free Aluminum Suspension Clamps — Maximum take-off angle = 15°
Cat. ID Short Description PassPort Code Conductor
4109 CLP SUSP AL HV 1–1.1 None Stilt, Starling, Tern, & Arbutus
4110 CLP SUSP HV 1.10–1.2 None Drake, Cardinal, & Magnolia
4111 CLP SUSP HV 1.29–1.4 None Skylark, Bittern, & Narcissus
44237 CLP SUSP HV 1.43–1.63 TCS1590CF Lapwing
4112 CLP SUSP HV 1.64–1.8 None Kiwi, Stilt (AR), Starling (AR), Drake (AR),
Tern (AR),& Arbutus (AR)
23701 CLP SUSP HV 1.80-2.13 None Bittern (AR)
(AR) — Fits conductor with armor rod, not included.

Bronze Suspension Clamps — Maximum take-off angle = 15°
Cat. ID Short Description PassPort Code Conductor
14073 CLP SUSP BZ 0.2–0.6 TCS10CU 250 cu
4117 CLP SUSP BZ 0.625–1.0 TCS20CU 500 cu, 250 cu (AR)
(AR) — Fits conductor with armor rod, not included.
References
08-100 Insulator String Suspension Assemblies
11-010 Armor Rod Information

Transmission Revised 02/06 08-200-03
Conductor Clamps, Connectors, & Splices
Suspension Clamps continued
The ferrous suspension clamp is generally used to
support galvanized steel shield wire. It is connected to
a shield wire bracket assembly on tangent structures and
to a triangular yoke plate on running angle structures.
Armor rod protection is used on the shield wire wherever
dampers are not installed.
Cat. ID Short Description PassPort Code Conductor
4113 CLP SUSP FE 0.2-0.46 TCS516 5/16"
TCS38 3/8"
TCS2 7/16"
4115 CLP SUSP FE 0.3-0.7 TCS3 1/2", 5/8", 5/16" (AR), 3/8" (AR), 7/16"(AR)
(AR) — Fits conductor with armor rod, not included.
References
08-100 Insulator String Suspension Assemblies
11-010 Armor Rod Information
01-051 138 kV TVS Structure
08-174 Shield Wire Running Angle Structure
08-175 Shield Wire Running Angle Structure with
Yoke Plate

Aluminum Bolted Quadrant Deadend Clamps
Aluminum bolted quadrant strain clamps are used to deadend
aluminum transmission line conductors on lines operating at
161-kV and below. At 230-kV and above, and on larger
conductors, both bolted and compression clamps are used.
Note: All sizes of self damping conductor require the use of
compression deadend clamps.

Cat. ID Short Description PassPort Code
Conductor
4150 DE BLTD AL 0.2–0.57 TD246B Raven, Quail, Penguin, Ames, Anaheim,
& Alliance
4151 DE BLTD AL 0.6–0.9 TD397B Ibis & Canna
4153 DE BLTD AL 1.3–1.8 None Bittern & Kiw

08-200-04 Revised 02/06 Transmission
Conductor Clamps, Connectors, & Splices
Aluminum Compression Deadend Clamps
Aluminum compression deadends are used with
aluminum transmission conductors sized 715.5
through 2167 on lines operating at 230-kV and
above, as well as in areas sensitive to corona
caused noise or RIV. All sizes of self-damping
conductor require the use of compression
deadends.
All of the deadends except the Ibis self-damping
size are of the "one-die" design. On ACSR
conductor, a core gripping unit secures the steel
core wires without the need for a separate field
compression operation. These units come
complete with the deadend, core grip unit
(if required), and terminal connector.
The 397.5 Ibis self-damping deadend requires the use of a separate steel eye, which is field compressed
onto the steel core wires, and an aluminum body, which is field compressed over the steel eye and the
aluminum conductor. Two different dies are required for this operation.
Cat. ID Short Description Die PassPort Code Conductor
4182 DE CMPR AL IBIS/SD 10SH + 20AH None Ibis/SD
4183 DE CMPR AL 397 26/7 9CD TD397C Ibis
4184 DE CMPR AL 715 24/7 11CD TD715C Stilt
4185 DE CMPR AL 715 26/7 12CD None Starling
4186 DE CMPR AL 795 26/7 12CD None Drake
4187 DE CMPR AL 795 45/7 12CD TD795ACR Tern
4188 DE CMPR AL TERN/SD 11CD None Tern/SD
4189 DE CMPR AL 954 54/7 13CD None Cardinal
4190 DE CMPR AL 1272 36/1 14CD None Skylark
4191 DE CMPR AL 1272 45/7 15CD None Bittern
4192 DE CMPR BITTERN/SD 14CD None Bittern/SD
4193 DE CMPR AL 2167 72/7 19CD None Kiwi
4194 DE CMPR AL 795 37 11CD TD795AA Arbutus

Transmission Revised 02/06 08-200-05
Conductor Clamps, Connectors, & Splices
Ferrous Bolted Quadrant Deadend Clamps
Ferrous bolted quadrant deadend clamps are used as an alternative to the
preferred automatic deadend clamp assembly to deadend shield wire on
transmission structures.

Cat. ID Short Description PassPort Code Wire Size
4146 DE BLTD FE 0.2-0.4 None 5/16 HS, 5/16 EHS, 3/8 HS, 3/8 EHS,
7/16-HS, 7/16 EHS

Reference
08-170 Shield Wire Bolted Deadend Assembly

Automatic Deadend Clamps
Automatic deadend clamps are used on aluminum and copper conductor sizes 4/0
and below as well as on 5/16" and 3/8" steel shield wire.
Conductor Deadends
Cat. ID Short Description PassPort Code Conductor
4155 DE AUT AL 2 Ames
4157 DE AUT AL 2/0 TD20 Anaheim, Quail
4158 DE AUT AL 4/0 TD246A Alliance, Penguin
4164 DE AUT CU 4 #4 Cu
4165 DE AUT CU 2 #2 Cu
4166 DE AUT CU 1 TDC1 #1 Cu
4167 DE AUT CU 1/0 1/0 Cu
4168 DE AUT CU 2/0 TDC20 2/0 Cu
4169 DE AUT CU 4/0 4/0 Cu
Shield Wire Deadends
Cat. ID Short Description PassPort Code Conductor
5308 GRIP GUY AUT5/16 RL TSWDE516 5/16 EHS
5312 GRIP GUY AUT 3/8 RL TSWDE38 3/8 EHS

Conductor DE Clamp
Shield Wire DE Clamp
08-200-06 Revised 02/06 Transmission
Conductor Clamps, Connectors, & Splices
Parallel Groove Connectors
Parallel groove connectors are used to make non-tension
connections. Compression jumper splices are to be used on
all new 230-kV lines located in urban areas and on all
transmission lines rated 345-kV and above.

One Bolt Connector
Conductor Size
Cat. ID Short Description PassPort Code 1st Side 2nd Side
4061 CN PG 1 BLT 336&2/0 None ACSR 4/0 ACSR #2-2/0
AAAC 246.9 AAAC
#2-2/0

Two Bolt Connector
Conductor Size
Cat. ID Short Description PassPort Code 1st Side 2nd Side
4063 CN PG 2 BLT 2-3/0 TCPG20 ACSR #2-2/0 ACSR #2-2/0
AAC #2-2/0 AAC #2-2/0
4066 CN PG 2 BLT 795&336 None ACSR 397.5-795 ACSR 4/0
AAC 795 AAAC
246.9
AAC
397.5

Three Bolt Connector
Conductor Size
Cat. ID Short Description PassPort Code 1st Side 2nd Side
4064 CN PG 3 BLT 3/0-336 TCPG246 ACSR 4/0 ACSR 4/0
AAAC 246.9 AAAC 246.9
AAC 397.5 AAC 397.5
4067 CN PG 3 BLT 795-795 TCPG397 ACSR 397.5-795 ACSR 397.5-795
TCPG715 AAC 795 AAC795

1-bolt 2-bolt
3-bolt
Transmission Revised 02/06 08-200-07
Conductor Clamps, Connectors, & Splices
Compression Jumper Splices
Compression jumper splices are used to make non-tension connections at transmission deadend
structures. They are required on all conductor sized 954 kcm and larger, all new transmission lines rated
345-kV and above, and on new 230-kV lines located in urban areas.
Cat. ID Short Description Die PassPort Code Conductor
4196 SPL CMPR JMPR954 MAG 12CD None Magnolia
4195 SPL CMPR JMPR954 CAR 13CD None Cardinal
4198 SPL CMPR JMPR1272NAR 14CD None Narcissus
4197 SPL CMPR JMPR1272SKY 14CD None Skylark
4199 SPL CMPR JMPR1272BIT 15CD None Bittern
4200 SPL CMPR JMPR2167KIW 19CD None Kiwi

Aluminum Automatic Splices
Aluminum automatic splices are used for tension splices on aluminum, aluminum alloy, and ACSR
conductors. They are not to be used in slack span installations.
Cat. ID Short Description Conductor PassPort Code Color Code
4355 SPL AUT 4 ACSR Swanate None Orange
4356 SPL AUT 2 AA & ACSR Ames, Sparate None Red
4357 SPL AUT 1/0 ACSR Raven None Yellow
4358 SPL AUT 2/0 AA&ACSR Anaheim, Quail TSA20 Gray
4359 SPL AUT 4/0 ACSR Alliance, Penguin TSA246 Pink
4361 SPL AUT 397.5 ACSR Ibis 1 None None
4362 SPL AUT 795 AAC Arbutus, Stilt 2 TSA795 Orange
1 The rated maximum design tension on 397.5 ACSR “Ibis” for splices purchased after January 1995 is 10,000 lbs.
Earlier splices were rated at 5,000 lbs maximum design tension.
2 For a rated maximum design tension of 6,100 lbs on 715.5 ACSR “Stilt”. Only the Fargo, catalog number
GL-1385A, splice is to be used with “Stilt” conductor.
08-200-08 Revised 02/06 Transmission
Conductor Clamps, Connectors, & Splices
Compression Conductor Splices
Aluminum alloy compression splices are used for full tension splices in aluminum, aluminum alloy,
ACSR, and ACSR/SD conductors 715.5 KCM and larger and all types of conductors 954 and larger. They
are also used as a full tension splice for galvanized steel and alumoweld strand shield wire. The splice
used with Ibis/SD conductor is a two piece splice.
Aluminum Compression Conductor Splices
Cat. ID Short Description Die PassPort Code Conductor
AAC
4313 SPL CMPR AL 795 AL 11CD TSC795 Arbutus
4318 SPL CMPR AL 1272 36/1 14CD Narcissus
ACSR
4309 SPL CMPR AL 397 26/7 9CD TSC397 Ibis
4310 SPL CMPR AL IBIS/SD 10SH + 20AH Ibis SD
4311 SPL CMPR AL 715 26/7 12CD Starling
4312 SPL CMPR AL 715 24/7 11CD TSC715 Stilt
4314 SPL CMPR AL 795 45/7 12CD Tern
4315 SPL CMPR AL TERN/SD 11CD Tern SD
4316 SPL CMPR AL 795 26/7 12CD Drake
4317 SPL CMPR AL 954 54/7 13CD Cardinal
4318 SPL CMPR AL 1272 36/1 14CD Skylark
4319 SPL CMPR AL 1272 45/7 15CD Bittern
4320 SPL CMPR AL BITTERN/SD 14CD Bittern SD
4321 SPL CMPR AL2167 72/7 19CD Kiwi

Galvanized Steel Strand Compression Conductor Splices
Cat. ID Short Description Die PassPort Code Wire Size
4303 SPL CMPR AL 5/16 STR 12SH TSC516 5/16 HS, 5/16 EHS
4305 SPL CMPR AL 3/8 STR 14SH TSC38 3/8 HS, 3/8 EHS
4306 SPL CMPR AL 1/2 STR 18SH None 1/2HS, 1/2 EHS

Alumoweld Strand Compression Conductor Splices
Cat. ID Short Description Die PassPort Code Wire Size
4304 SPL CMPR AL 7 NO 8AW 14SH 7 No. 8

Transmission 09-100-01
Transmission Line Airbreak Switch Numbering
Revised 10/03
Transmission Line Airbreak Switch Numbering
General Information
This document details the numbering of
airbreak switches on transmission lines for
energy dispatch operations and
identification and SCADA control.
Identifications shall be uniquely assigned to
each switch on a line and will be shown on
the transmission switching maps and the
system single line diagram. Switch
identification shall consist of a location
code and a numerical voltage format on the
pole using 2" adhesive-backed numbers and
letters as seen on Material Manual page
16-102.
Numerical Voltage Format
A five character, alphanumeric format shall
identify the various switches and their
respective voltage levels. The format shall
be coded as follows:
1st 3 digits - Identify the various kV
voltage levels used on the
Idaho Power Company
system.
4th digit - “T” to designate an in-line
airbreak switch.
5th digit - 0 through 9
The following table illustrates the numerical
voltage code format to be used on
transmission line airbreak switches.
kV Code Range
46 051T0-059T9
69 061T0-089T9
138 101T0-129T9
161 171T0-189T9
230 201T0-229T9
Location Code Format
In addition to the numerical format, each
switch shall be identified with a two-part
location code, each part consisting of 4 letters.
The first part identifies the switch location;
the second identifies the section of line to be
switched.
Example
There are 3 airbreak switches located at
Rock Creek Junction on the Buhl-Filer-Twin
Falls 46-kV line. An operator wishes to
open the Rock Creek Tap.
Switch Location: Rock Creek Junction
Line Section Dropped: Rock Creek Tap
Location Code: RKJN-ROCK

Transmission 09-500-01
Airbreak Switch Steel Standing Mat
Revised 10/03
In-Line Airbreak Switch Steel Standing Mat
Application
The in-line air break switch, steel standing mat or platform is an Idaho Power Company, shop
fabricated, personnel ground mat which is to be installed at all locations where in-line air break
switches have been installed on transmission poles. The ground mat is installed adjacent to the
operating mechanism to provide safe step and touch potentials in the event of a fault while
personnel are operating the switch. The platform is to be fabricated as shown below and installed
as suggested on page 02-005-01, 02-006-01, and 02-010-01.

Notes:
1. These platforms are fabricated in Idaho Power Company shops.
2. Each platform must be painted with galvanox where necessary.
3. The approximate total weight of the platform is 220 lbs.
4. The standing platform is constructed of 14-gauge, galvanized, 2" channel, steel ‘Grip-Strut.’
5. The ‘Grip-Strut’ is mounted onto two Tee beams (2" x 2" x 1/4").
6. All steel members of the platform are welded together.
7. A 2/0 copper ground wire is fastened to the bottom of the platform using TLS lugs. See Cat. ID 3876.
Leave a 7' pigtail at the pole edge of the platform and a 13' pigtail at the opposite edge.
Catalog ID
5377
09-500-02 Transmission
Airbreak Switch Steel Standing Mat Revised 10/03
Details. (See section 00-010 for an explanation of special drawing conventions used in the
illustrations within this document.)
6"
4' 8-1/4"
6'
18-3/4"
1'
15-1/8"
26"
18-3/4"18-3/4"
1'
6"
7' Pigtail
13'Pigtail
T Beam
2"x2"x1/4"
Steel "Grip-Strut"
14 Guage
2" Channel
1 1/2"x1 1/2"x3/16" x 20" Angle
Top 8" Painted with
Galvanox - 4 Req.
6" Hole 18" Deep
4 Required
Use Sackcrete
ECMS Code
(TSSM)
Use 3 TLS Lugs
(3876)
Ground Wire Attachment
(Viewed from the bottom)
Grip-Strut
Note: The
vertical
position of
the pole will
vary with the
type of switch
installed.

PassPort Code
(TSSM)
Transmission Revised 11/03 10-050-01
Vibration Dampers
Vibration Dampers
General
When a comparatively steady wind blows across
a conductor under tension, vortex shedding
creates an alternating pressure unbalance above
and below the conductor, thus causing vibration.
The frequency of vibration increases with
increasing wind velocity and with decreasing
conductor diameters.
The self-damping characteristics of ACSR
increase as the percentage of steel increases and
are greater than that of the same-size all-
aluminum conductor, regardless of type. The
larger the conductor the greater it’s self-
damping. Also, the self-damping characteristics
of any concentrically stranded conductor
decrease as the strands become laced tighter
together with increasing conductor tension.
The amount of energy imparted to a conductor
varies directly with the span length. The longer
the span the more wind-induced energy the
traveling wave picks up.
Tower type has some minor effect on vibration
characteristics of a line. Wood structures tend to
suppress conductor vibration. Metal structures,
because of their susceptibility to vibration, tend
to complement any conductor vibration. Higher
towers, generally have a greater exposure to
vibration-producing winds.
For adequate protection of conductors from
vibration, dampers must be capable of reducing
the amount of vibration to less than 10 mils,
measured 3-1/2" from the edge of the conductor
clamp.
Application
Conductor dampers are used to reduce and thus
control wind-induced aeolian vibration in a
conductor. In areas subject to vibration-
producing winds, span-end damping can
dissipate the wind energy to a very low level.
Without the damping protection, fatigue damage
to the conductor or supporting hardware could
result.
In new, single-pole transmission construction,
the use of the tables of standard maximum
design tensions found on page 10-500-02 will
eliminate the need for vibration dampers. When
dampers are required for new construction,
armor rod reinforcement will not be used.
Maintenance replacement of dampers on
existing lines that have dampers over armor rod
should be replaced with the same type and
manufacturer as the original and at the same
conductor spacing.
Approved Dampers
Dampers supplied by Alcoa and Dulmison are
approved for use on the Idaho Power system and
are illustrated on the following page for
identification purposes. Dampers from these two
manufacturers may be applied interchangeably
because both use the same spacing criteria. This
is not true of units from other manufacturers
where design differences exist. Fargo dampers
(Cat. ID 5296) were used on the Kinport-Borah
345-kV line #804, and replacement Fargo
dampers are stocked for that line only. Specific
information on the approved dampers may be
found in section 06-451 of the Materials
Manual.

10-050-02 Revised 09/19 Transmission
Vibration Dampers
Approved Vibration Dampers
Cat. ID Conductor Range Manufacturer Part No. For Conductors
Alcoa Dampers
5282 0.27" — 0.36" Alcoa 1701-2 2 AL, 2/0 ACSR, 3/8" EHS
none 0.361" — 0.460" Alcoa 1701-3
5294 0.361" — 0.460" Alcoa 1703-3 2/0 AL
5288 0.461" — 0.570" Alcoa 1703-4 4/0 AL
5290 0.46" — 0.57" Alcoa 1702-4 1/2" EHS
39930 0.57" — 0.67" Alcoa 1702-5 5/8" EHS
none 0.676" — 0.770" Alcoa 1704-6*
5284 0.771" — 0.870" Alcoa 1705-7* 397 ACSR
5287 0.971" — 1.09" Alcoa 1706-9 795 AL, 715 ACSR, 795 ACSR
5286 1.09" — 1.21" Alcoa 1706-10 954 ACSR
5289 1.21" — 1.33" Alcoa 1707-11 1272 ACSR (Skylark)
5297 1.33" — 1.486" Alcoa 1707-13 1272 ACSR (Bittern)
none 1.487" — 1.643" Alcoa 1708-14
5291 1.644" — 1.780" Alcoa 1706-15 715 and 795 ACSR w/ Armor Rod
5298 1.64" — 1.78" Alcoa 1708-15 Rod 2167 ACSR (Kiwi)
Dulmison Dampers
5283 0.25" — 0.37" Dulmison DB0506 4 ACSR
5302 0.371" — 0.490" Dulmison DB0509 2/0 AL
5303 0.711" — 0.860" Dulmison DB0518 397 ACSR
5295 0.951" — 1.090" Dulmison DB224 715 ACSR, 795 ACSR
28675 1.331" — 1.486" Dulmison DB0334 715 ACSR, 795 ACSR
Fargo Dampers
none 0.266" — 0.472" Fargo 60715-10G
none 0.434" — 0.865" Fargo 60715-11G
none 0.710" — 1.110" Fargo 60715-12
5296 0.906" — 1.410" Fargo 60715-13 1272 ACSR
none 1.260" — 1.770" Fargo 60715-14
none 0.660" — 2.160" Fargo 60715-15
* Add suffix “HV” for use at 345-kV and above

Damper Placement
The appropriate manufacturer, when
supplied with properly filled out copies of
the damper proposal data forms, provides
recommended damper placement. The forms
are shown on the next 2 pages
Alcoa FargoDulmison
Transmission Revised 11/03 10-050-03
Vibration Dampers
ALCOA CONDUCTOR PRODUCTS COMPANY
Request for Vibration Information
Originator Date
Utility/Consultant Idaho Power Company
Project Name & Location of Line
Line Voltage Number of Conductors/Phase
If 2/C Bundle Horizontal
(Check One) Vertical If other than l8" spacing, specify in.
For each ruling or deadend span, provide the following information:
1. Conductor Size, Stranding & Type
2. Average Annual Minimum Temperature (AAMT) for Line -20°F
(select AAMT from map - see reverse side)
3. Maximum Design Tension
4. Loading: NESC Heavy (1/2" ice, 4# wind + .30K at 0°F)
(Check One) Medium (1/4" ice, 4# wind + .20K at l5°F)
Light (0 ice, 9# wind + .05K at 30°F)
Other: ice, wind, at °F.
5. Armor Rods AGS None Specify Cat. ID. if known
6. Span (Ruling; if
Deadend-Deadend,
Identify With *)
Initial Tension at
AAMT (bare wire)
Final Tension at
60°F
Maximum Span
7. Terrain Features (flat, rolling mountains). Specify all Lake or River Crossings

8. Comments

10-050-04 Revised 11/03 Transmission
Vibration Dampers
FARGO MANUFACTURING COMPANY, INC
4R Damper Proposal Data
Company: Idaho Power Company Date:
Project: File No.:
CONDUCTOR:
Size, Stranding & Type
Complete Conductor Diameter in. Weight lbs/ft
Unloaded Tension at the Average Temperature of the Coldest Month:
Initial lbs Final lbs Temperature °F
Deadend Type Type Suspension
Armor Rod Length in. No. of Rods Rod Diameter in.
Bundled Conductor? Yes No No of Conductors in Bundle
Conductor Spacing in. Bundle Orientation
Spacer Type Spacer Weight lbs
SHIELD WIRE:
Size, Stranding & Type
Complete Cable Diameter in. Weight lbs/ft
Unloaded Tension at the Average Temperature of the Coldest Month:
Initial lbs Final lbs Temperature °F
Deadend Type Type Suspension
Armor Rod Length in. No. of Rods Rod Diameter in.
SPAN LENGTHS:
Ruling ft Minimum ft Maximum ft
TERRAIN:
DESCRIPTION:
by:

Transmission 10-500-01
Conductor Sags/Tensions on Wood Pole Lines
Revised 10/03
Sags and Tensions for Conductors
on Wood Pole Lines
General
The sag and tension data given herein are
based upon the assumption that conductor
tension, at any particular time, will be the
same in each span throughout a series of
spans of varying length between deadend
poles. Wood pole construction is quite
flexible. Therefore, when temperature
changes or changes in environmental
loading, such as ice or wind occurrence,
tend to cause different tensions to exist in
spans of different lengths, the poles and
conductor support systems are flexible
enough to equalize these differences and the
conductor tension will be substantially the
same in all spans. Thus, it is possible to
calculate the length of a theoretical span,
which will have the same changes in
conductor tension due to changes of
temperature and environmental loading as
will be found in a series of spans of varying
lengths between deadends. This calculated
theoretical span length is called the “Ruling
Span” for a section of line between
deadends. For a more complete discussion
of ruling span, see “General Design Criteria
for Transmission Lines” on page 13-010-01
of this Transmission Manual.
Typical Tension Values
The following tables illustrate typical
tension values for single pole wood
construction. Use of these tension values
eliminates the need for vibration dampers
provided that the terrain is flat and the
ruling span is 300' or less.
Typical Transmission Conductor Tensions
(Initial Tension at NESC Medium Load)
Conductor Tension (lb)
246.9 AAAC 1,525
397.5 ACSR (26/7) 4,220
397.5 AAC 2,200
715.5 ACSR (24/7) 7,100
795.0 ACSR (45/7) 5,900
795.0 AAC 4,100
954.0 ACSR (54/7) 11,100
954.0 AAC 4,900
1272.0 ACSR (36/1) 6,900
1272.0 AAC 6,800
Notes:
1. These tensions apply to new installations only. For
reconductoring projects where clearance to existing
distribution underbuild is less than 11'-0" at the
structure, tensions may have to be increased to
maintain adequate mid-span clearance. Contact
T & D Design for sag and tension information.
2. Refer to applicable structural drawings so that proper
framing dimensions are used when applying these
tension values.
Typical Distribution Conductor Tensions
(Initial Tension at NESC Medium Load)
Conductor Tension (lb)
No. 4 ACSR 830
2/0 AAAC 1,350
2/0 ACSR 1,450
336.4 AAC 2,250
795.0 AAC 4,100

10-500-02 Transmission
Conductor Sags/Tensions on Wood Pole Lines Revised 10/03
Application of Sag and Tension
Data
1. It is important to note the difference
between initial and final sag tables.
Initial sag tables are to be used for
conductor stringing. Final sag tables are
for engineering data purposes only and
are to be used for conductor stringing
only if the conductor has been removed
from an existing line for maintenance
purposes and is being restrung.
2. When tension stringing is used, the
payout tension should not exceed the
120°F initial tension of the conductor.
3. For stringing conductor, the conductor
temperature should be determined as
accurately as practicable. The
thermometer should be enclosed in a
section of conductor with the center
strand removed. The thermometer
should be placed horizontally, a
minimum of 10' above the ground, for
sufficient time to allow the thermometer
to adjust.
4. For sag and tension requirements for
spans other than those covered in the
following tables, contact T & D Design.
Measurement of Sag
The transit method is a more accurate
method for determining sag and should be
used on all lines with ruling spans greater
than 500' and all lines 230-kV or higher in
voltage.
Transit Method
1. Stringing conductor with supports at the
same or nearly the same elevation
S i
Span length
Sighting
levelMinimum Clearance
to Ground
Target for
sagging in
conductor
S F S i S i

Where: Si = Initial Stringing Sag
SF = Final Maximum Sag
2. Stringing conductor with supports at
different elevations
If the % slope, (H/L x 100), is greater than
30%, the slope span (LS) must be computed
and used to determine the proper stringing
sag.
S i
Span length (L)
Target for
sagging in
conductor
S F
Sighting level
Minimum Clearance
to Ground
H S l o p e s p a n (L s )
S i
S i

When the slope span must be computed and
used as the stringing span, it is determined
from the following formula:
L S 22 = L + H
With: Si = Initial Stringing Sag
SF = Final Maximum Sag
Transmission 10-500-03
Conductor Sags/Tensions on Wood Pole Lines
Revised 10/03
Stopwatch Method
Since it is often not convenient to use the
sight method for checking conductor sag, an
alternate method is available which involves
the timing of a traveling mechanical shock
wave on a conductor as it is reflected back
and forth between supports, and the use of a
Time-Sag table.
This method requires a stopwatch as the
calculation involves a square of the time,
and consequently, any error is magnified in
the calculated sag value. For convenience,
the Time-Sag table is usually used, but sag
may be computed from:
Sag (in ft) = 1.0063
Time (in sec)
Number of Return
Waves Counted
2

The relation between “sag” and “time for
return waves” is independent of span length,
tension, or the size and type of conductor.
A sharp blow on the conductor near one
support will initiate a wave, which will
travel to the next support where it will be
partially reflected. The reflection will travel
back to be reflected again from the near
support. These reflected waves will continue
back and forth until they are damped out by
energy loss.
The return waves may be detected by a man
on the pole placing his hand lightly on the
conductor or readings may be made from
the ground by throwing a light, dry cord
over the conductor about three feet from the
support. This cord may be used to initiate
the wave as well as to detect its return and it
is not necessary to climb the structure.
The length of time required for the wave to
return to the near support corresponds to a
definite sag. The Time-Sag table illustrates
this relationship.
NOTE: To calculate the time of return of
other waves, simply select the combination
of values from the following table that
represents the number of wave returns
desired. For example, the time of return of
the 8th wave is the sum of the 3rd and 5th,
while the 10th wave return is twice the time
of the 5th.
Warning: Care must be taken not to count
“one” when the impulse is given to the line,
but to count “one” on the first return of the
wave. In other words, count “hit, one, two,
three, etc.”

10-500-04 Transmission
Conductor Sags/Tensions on Wood Pole Lines Revised 10/03
Time -Sag Table
Return of Wave
3 rd 5 th 3 rd 5 th 3 rd 5 th 3 rd 5th
Sag Time Time Sag Time Time Sag Time Time Sag Time Time
(ft.) (sec.) (sec.) (ft.) (sec.) (sec.) (ft.) (sec.) (sec.) (ft.) (sec.) (sec.)
0.5 2.1 3.5
0.6 2.3 3.9
0.7 2.5 4.2
0.8 2.7 4.5
0.9 2.8 4.7
1.0 3.0 5.0
1.1 3.1 5.2
1.2 3.3 5.5
1.3 3.4 5.7
1.4 3.5 5.9
1.5 3.7 6.1
1.6 3.8 6.3
1.7 3.9 6.5
1.8 4.0 6.7
1.9 4.1 6.9
2.0 4.2 7.0
2.1 4.3 7.2
2.2 4.4 7.4
2.3 4.5 7.6
2.4 4.6 7.7
2.5 4.7 7.9
2.6 4.8 8.0
2.7 4.9 8.2
2.8 5.0 8.3
2.9 5.1 8.5
3.0 5.2 8.6
3.1 5.3 8.8
3.2 5.3 8.9
3.3 5.4 9.1
3.4 5.5 9.2
3.5 5.6 9.3
3.6 5.7 9.5
3.7 5.8 9.6
3.8 5.8 9.7
3.9 5.9 9.8
4.0 6.0 10.0
4.1 6.1 10.1
4.2 6.1 10.2
4.3 6.2 10.3
4.4 6.3 10.5
4.5 6.3 10.6
4.6 6.4 10.7
4.7 6.5 10.8
4.8 6.6 10.9
4.9 6.6 11.0
5.0 6.7 11.1
5.1 6.8 11.3
5.2 6.8 11.4
5.3 6.9 11.5
5.4 6.9 11.6
5.5 7.0 11.7
5.6 7.1 11.8
5.7 7.1 11.9
5.8 7.2 12.0
5.9 7.3 12.1
6.0 7.3 12.2
6.1 7.4 12.3
6.2 7.4 12.4
6.3 7.5 12.5
6.4 7.6 12.6
6.5 7.6 12.7
6.6 7.7 12.8
6.7 7.7 12.9
6.8 7.8 13.0
6.9 7.9 13.1
7.0 7.9 13.2
7.1 8.0 13.3
7.2 8.0 13.4
7.3 8.1 13.5
7.4 8.1 13.6
7.5 8.2 13.7
7.6 8.2 13.7
7.7 8.3 13.8
7.8 8.4 13.9
7.9 8.4 14.0
8.0 8.5 14.1
8.1 8.5 14.2
8.2 8.6 14.3
8.3 8.6 14.4
8.4 8.7 14.4
8.5 8.7 14.5
8.6 8.8 14.6
8.7 8.8 14.7
8.8 8.9 14.8
8.9 8.9 14.9
9.0 9.0 15.0
9.1 9.0 15.0
9.2 9.1 15.1
9.3 9.1 15.2
9.4 9.2 15.3
9.5 9.2 15.4
9.6 9.3 15.4
9.7 9.3 15.5
9.8 9.4 15.6
9.9 9.4 15.7
10.0 9.5 15.8
10.1 9.5 15.8
10.2 9.6 15.9
10.3 9.6 16.0
10.4 9.6 16.1
10.5 9.7 16.2
10.6 9.7 16.2
10.7 9.8 16.3
10.8 9.8 16.4
10.9 9.9 16.5
11.0 9.9 16.5
11.1 10.0 16.6
11.2 10.0 16.7
11.3 10.1 16.8
11.4 10.1 16.8
11.5 10.1 16.9
11.6 10.2 17.0
11.7 10.2 17.0
11.8 10.3 17.1
11.9 10.3 17.2
12.0 10.4 17.3
12.1 10.4 17.3
12.2 10.4 17.4
12.3 10.5 17.5
12.4 10.5 17.6
12.5 10.6 17.6
12.6 10.6 17.7
12.7 10.7 17.8
12.8 10.7 17.8
12.9 10.7 17.9
13.0 10.8 18.0
13.1 10.8 18.0
13.2 10.9 18.1
13.3 10.9 18.2
13.4 10.9 18.2
13.5 11.0 18.3
13.6 11.0 18.4
13.7 11.1 18.4
13.8 11.1 18.5
13.9 11.1 18.6
14.0 11.2 18.6
14.1 11.2 18.7
14.2 11.3 18.8
14.3 11.3 18.8
14.4 11.3 18.9
14.5 11.4 19.0
14.6 11.4 19.0
14.7 11.5 19.1
14.8 11.5 19.2
14.9 11.5 19.2
15.0 11.6 19.3
Transmission 10-500-05
Conductor Sags/Tensions on Wood Pole Lines
Revised 10/03
General Tensions for Sizing Construction Equipment
The following tables provide a general range of tensions for numerous conductors and static
wires. The information provided is intended to be used for sizing construction equipment; it is
not to be used for design or stringing purposes. All tensions are for the conductors at their final
condition (5-10 years). The actual tensions may be higher if the line is new (0-5 years). Consult
with T&D Design for conductors not listed or if your conditions do not meet those described
above.
The charts apply only to single pole construction with ruling spans in the range of 250'-400'.
Conductor Tension Chart for Sizing Construction Equipment
Tensions (lbs)
Conductor 0 °F 30 °F 60 °F 90 °F 120 °F
Code Name High Low High Low High Low High Low High Low
No. 4 ACSR 660 150 520 135 400 125 300 120 250 115
Swanate
2/0 AAAC 1550 400 1160 370 840 320 610 285 470 235
Anaheim
2/0 ACSR 1530 535 1160 410 795 375 700 370 570 320
Quail
4/0 ACSR 2410 830 1830 650 1400 660 1100 580 900 500
Penguin
246.9 AAAC 2450 570 1850 500 1335 450 975 370 750 320
Alliance
336.4 AAC 1750 1000 1195 830 945 675 790 540 690 460
Tulip
397.5 ACSR 4645 3150 3595 2445 2775 1945 2180 1420 1790 1200
Ibis
715.5 ACSR 7370 5430 5575 4160 4265 3060 3365 2245 2775 1890
Stilt
715.5 ACSR 8060 6225 6300 4860 4915 3760 3895 2740 3315 2410
Starling
795.0 ACSR 8945 4730 6980 3825 5450 3010 4320 2345 3675 2130
Drake
795.0 ACSR 6485 4185 4800 3260 3670 2400 2930 1835 2450 1525
Tern
795.0 AAC 4270 2500 2950 2050 2320 1550 1930 1250 1670 1050
Arbutus

10-500-06 Transmission
Conductor Sags/Tensions on Wood Pole Lines Revised 10/03
Conductor Tension Chart for Sizing Construction Equipment continued
Tensions (lbs)
Conductor 0 °F 30 °F 60 °F 90 °F 120 °F
Code Name High Low High Low High Low High Low High Low
954.0 ACSR 9650 8080 7470 6200 5825 4475 4630 3200 3820 2450
Cardinal
954.0 AAC 5050 3150 3500 2550 2760 1890 2300 1520 2000 1300
Magnolia
1272 ACSR 6500 5000 4520 3600 3680 2550 3140 2025 2775 1700
Skylark
1272 ACSR 10050 8190 7280 6050 5600 4125 4500 2960 3800 2350
Bittern
1272 AAC 6800 4900 4730 3800 3725 2770 3100 2175 2675 1800
Narcissus

Static Wire Tension Chart for Sizing Construction Equipment
Tensions (lbs)
0 °F 30 °F 60 °F 90 °F 120 °F
Wire Size High Low High Low High Low High Low High Low
5/16 EHS 3400 1900 3050 1725 2760 1550 2450 1400 2150 1200
3/8 EHS 4640 2600 4220 2400 3800 2150 3400 1900 3000 1700
5/16 HS 2460 1400 2150 1200 1875 1025 1600 850 1350 700
3/8 HS 3300 1900 2900 1650 2500 1400 2160 1175 1850 950

Transmission 11-010-01
Armor Rods
Revised 05/11
ARMOR RODS
General 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.
Typical Applications

Armor rods are used on polymer and
porcelain insulators with clamp top
conductor fittings, as shown in the above
illustrations. Armor rods are used on most
new single pole construction whether the
conductor fitting is a trunion clamp or a
suspension shoe. Most installations require
armor rod or vibration dampers or a
combination of both based upon an analysis
by the design engineer.
Armor rod may be used to repair damaged
ACSR and aluminum conductor when the
damage is limited to no more than 50% of
the OUTER STRAND LAYER. When more
extensive damage exists, a formed wire
splice (see section 11-020), or a
compression splice should be used.
Table 1 illustrates the correct armor rod to
be used on overhead shield wires.
Table 1. Armor Rods for OH Shield Wire
OD /w
Shield PLP Armor IPCo ECMS
Wire Cat. No. Rod Cat. ID Code
5/16 HS AR-1128 .512 4223 TRD516
5/16 EHS AR-1128 .512 4223 TRD516
3/8 EHS AR-1130 .560 4224 TRD38
1/2 EHS AR-1136 .776 4225
Table 2 illustrates the correct armor rod to
be used on aluminum and ACSR
conductors.
Table 2. Armor Rods for AL and ACSR
OD /w
PLP Armor IPCo ECMS
Conductor Cat. No. Rod Cat. ID Code
Ames AR-0114 0.588 4202
Anaheim AR-0120 0.781 4204 TRD20
Quail AR-0120 0.781 4204 TRD20
Alliance AR-0124 0.927 4205 TRD246
Penguin AR-0124 0.927 4205 TRD246
Ibis AR-0132 1.283 4207 TRD397
Stilt AR-0139 1.656 4210 TRD715
Starling AR-0139 1.671 4210 TRD715
Arbutus AR-0138 1.646 4208 TRD795A
Tern AR-0140 1.683 4210 TRD715
Drake AR-0141 1.728 4211
Cardinal AR-0143 1.816 4212
For additional information showing the
manufacturer’s recommended installation
methods, see the Preformed Line Products
(PLP) catalog.
11-010-02 Transmission
Armor Rods Revised 10/03
Installation Instructions-General Notes
1. Armor rods are precision devices. To
insure a tight assembly, they should be
stored and handled carefully.
2. Apply no more than one-half the
number of rods per set at a time on
smaller sizes. On conductors 4/0 and
larger, do not attempt to apply more
than 4 rods at a time.
3. Damaged conductor can result from the
application of too many rods at one
time.
4. Distorting the rods during application
will result in an assembly that is loose
on the conductor. Under certain
vibratory conditions, this would cause
severe abrasion to the conductor and the
armor rods.
5. The alignment of the ends of the rods
should be maintained within 2".
6. The center of the armor rods should not
be offset more than one pitch length
(see illustration) from the center of the
support point.
Size, color code,
& center mark
One pitch
length

7. Center marking the conductor should be
done with a felt marking pen or lumber
crayon. Do not scratch the conductor.
8. Armor rods are not to be reused.
9. If the armor rod is being used to restore
damaged conductor, no more than two
installations of armor rod shall be used
in any 200' of conductor, except under
the direction of the engineer. Where
there is repeated damage at the same
span or in consecutive spans, all
conductor in these spans shall be
replaced.

6"
min.
Point of
damage

When centered over the point of damage, the ends of the repair armor
should not be positioned closer than 6" to existing armor rod.
Transmission Revised 01/17 11-020-01
Formed Wire Splices (For Damage Repair Only)
Formed Wire Splices

General. The following formed wire splices
are approved for repair of damage to the
aluminum strands of ACSR transmission
conductors. These splices will restore original
conductivity and full rated breaking strength to
the conductor, provided the damage does not
extend into the steel core wires. Also, they may
be used only if the strands are not severely
kinked or basketed. If any steel core wires are
damaged, then a compression splice must be
used.
Since this is acting as an electrical splice, it is
very important that the aluminum strands to be
covered by the splice be brushed until bright and
clean, and inhibitor compound applied
immediately prior to installing the splice.Not
more than two installations of armor rod or
formed wire splices shall be used in any 200' of
conductor except under the direction of the
engineer. Where there is repeated damage at the
same span or in consecutive spans, all conductor
in these spans shall be replaced.
Table 1 illustrates the correct formed wire splice
to be used on various ACSR conductors. For
additional information, refer to section 02-252 in
the Materials Manual.
When centered over the point of damage, the
ends of the formed wire splice should not be
positioned closer than 6" to existing armor rod.

Table 1 Formed Wire Splice Selection
Conductor IPCo Cat. ID Color Code # of Subsets Installed Length (in) Preformed No.
Penguin 4230 Red 3 52 LS-0134
Alliance 4230 Red 3 52 LS-0134
Ibis 4231 Purple 3 83 LS-0142
Stilt 53279 Green 4 121 LS-0149
Starling 4232 Black 4 127 LS-0150
Drake 53280 Purple 4 137 LS-0151
Tern 4232 Black 4 127 LS-0150
Arbutus 53279 Green 4 121 LS-0149
Cardinal 4233 Blue 4 143 LS-0153
Bittern 4234 Yellow 4 165 LS-0155
Skylark 4234 Yellow 4 165 LS-0155
OPGW DNO-5484 49284 Yellow 65 3600105
OPGW DNO-4382 49310 Brown 70 3600106
6"
min.
Point of
damage
Center Mark and Color Code
Identification Tape
Length
#
o
f

s
u
b
s
e
t
s
Transmission 11-300-01
Wraplock Ties
Revised 10/03
Wraplock Ties
Application
This section is for maintenance information only. These pin insulators are not to be used for new
construction.

Color code Neoprene center
section
Identification tape
Wraplock
pad
Gritted leg Cable section Gritted leg

46-kV Application – Pin Insulators
Conductor Preformed Part No. Cat. ID PassPort Code
Ames UT-MS-8985
Sparate
Anaheim UT-MS-7573 4274 TFTL20
Quail
Alliance
Penguin UT-MS-8986 4275 TFTL40
Ames w/Armor
Sparate w/Armor UT-MS-8989
Ibis
Anaheim w/Armor UT-MS-7570 4276 TFTL20A
Quail w/Armor
Alliance w/Armor UT-MS-8990 18578 TFTL40A
Penguin w/Armor
Ibis w/Armor UT-MS-8991 TFTL397A
Arbutus UT-MS-7029
11-300-02 Transmission
Wraplock Ties Revised 10/03
46-kV Application – Post Insulators
Conductor Preformed Part No. Cat. ID PassPort Code
Ames UTF-1204
Sparate
Anaheim UTF-1206
Quail
Alliance
Penguin UTF-1208
Ames w/Armor
Sparate w/Armor UTF-1209
Ibis
Anaheim w/Armor UTF-1211
Quail w/Armor
Alliance w/Armor UTF-1212
Penguin w/Armor
Ibis w/Armor UT-MS-8276
Arbutus UTF-1213

69-kV Application – Pin Insulators
Conductor Preformed Part No. Cat. ID PassPort Code
Ames UT-MS-8093
Sparate
Anaheim UT-MS-7374 18579 TFTM20
Quail
Alliance
Penguin UT-MS-8094 4273 TFTM40
Ames w/Armor
Sparate w/Armor UT-MS-8988
Ibis
Anaheim w/Armor UT-MS-8944 4271 TFTM20A
Quail w/Armor
Alliance w/Armor UT-MS-8943 4270 TFTM40A
Penguin w/Armor
Ibis w/Armor UT-MS-8993 4272 TFTM397A
Arbutus UT-MS-8942

Transmission 11-300-03
Wraplock Ties
Revised 10/03
69-kV Application – Post Insulators
Conductor Preformed Part No. Cat. ID PassPort Code
Ames UT-MS-8987
Sparate
Anaheim UT-MS-7378
Quail
Alliance
Penguin UT-MS-6805
Ames w/Armor
Sparate w/Armor UT-MS-8992
Ibis
Anaheim w/Armor UT-MS-6852
Quail w/Armor
Alliance w/Armor UT-MS-6674
Penguin w/Armor
Ibis w/Armor UT-MS-8995
Arbutus UT-MS-7691
Arbutus w/Armor UT-MS-8996

Transmission 12-010-01
Airspace Evaluation Requirements
Certain types of construction require special
information to be prepared and submitted to
the Methods & Materials Department. Where
penetration of the airspace may be involved,
both Federal and State laws require that a
notice of construction form, prepared by
Methods & Materials, be submitted to the
appropriate regulatory body at least 30 days
prior to the beginning of construction. This
special information and approval procedure is
necessary where the answer to any of the
following questions is “yes”.
1. Does any portion of the structure or
conductors exceed 200' above the ground
or water level at its location (e.g. some
river and canyon crossings)?
2. Does the construction or alteration take
place on airport or heliport property?
3. In the vicinity of an airport or heliport,
does any portion of the construction or
alteration penetrate any of the following
angles:
a. Any airport with a runway more than
3,200' in length:
Nearest point
of any runway*
1 0 0 :1 Sl o p e
20,000 Foot Maximum
Example. 35' pole within 2,975'
b. Any airport with longest runway no
more than 3,200 feet in length:
Nearest point
of any runway*
5 0 :1 S l o p e
10,000 Foot Maximum
Example. 35' pole within 1,488'
c. Any heliport:
Nearest point
of any runway*2 5 :1 S lo p e
5,000 Foot Maximum
Example. 35' pole within 744'
* Clarification
1. The runway is that portion of the airport
used by aircraft for takeoff and landing. It
does not include separate taxiways. The
nearest point of any runway may be either
the end or the side of that runway; hence,
the imaginary sloping surface extends
outward and upward completely
surrounding all runways.
2. The sloping surface defining airspace has
as its beginning point the elevation of the
runway. Therefore, when checking to see
if a structure will penetrate into this
airspace, be sure to determine the
difference in ground elevation between
the structure site and the airport runway.
3. An airport may have several runways of
different lengths. If any runway exceeds
3,200' in length, the l00:l slope applies to
all runways.
4. If the pole will be shielded from the
runway by an existing permanent and
substantial structure or natural terrain of
equal or greater height, so that it is
evident that air navigation would not be
adversely affected, then filing may not be
required. Contact the Methods &
Materials Department.
Information required by Methods & Materials
include all of the following:
1. Is the proposed construction new or an
alteration?
Airspace Evaluation Requirements
Revised 06/08
12-010-02 Transmission
2. Is the proposed construction permanent or
temporary? If it is temporary, state the
length of time.
3. Give a complete description of the
proposed construction. Make this
description narrative.
4. Give an accurate location of the structure
with one of the following:
a. The structure location may be plotted
directly on a Quadrangle Chart.
b. The structure may be plotted directly
on a portion of the Airport Plan,
which may be available from the
manager of the airport involved.
c. The structure may be located with
respect to the runway as follows:
1. Off the end of the runway
d 1
2d

2. Off the side of the runway
1dd2

d. Describe the location of the structure
with respect to the nearest city or
town, airport, highways, streets,
prominent terrain features, etc.
5. Give the elevation of the site above mean
sea level, and the height of the structure,
including appurtenances and lighting if
any, above ground or water if so situated.
Note, if elevation above sea level is not
available, the elevation relative to any
given point at the airport may be
submitted.
6. Give the estimated work schedule dates,
including starting and completion dates.
7. Describe any special aviation marking or
lighting on the structure.
8. Give the name and title of the person
compiling this information.
Any questions or problems encountered in
compiling the above information should be
referred to Methods & Materials for
assistance.
Construction in the Vicinity of FAA
Air Navigational Aids
Some FAA electronic air navigational aids are
located away from airports, in areas where an
airspace evaluation would not be required for
line construction. Where overhead line
construction is to take place within the
following distances from FAA navigational
equipment, Methods & Materials should be
contacted. The FAA will be notified of the
construction so that they may make their
evaluation and equipment modifications if
needed.
1. VOR. (A white conical-shaped building
within an FAA security-fenced area.)
Contact Methods & Materials if
construction should pass within 1 mile of
the VOR structure.
2. Outer Marker and Other Electronic
Navigation
Facilities. (A
small antenna array
located up to several
miles beyond the
end of the runway
and in line with the
runway. It may be
security-fenced or pole-mounted.) Notify
Methods & Materials if line construction
passes within 20' of an FAA outer marker.

Airspace Evaluation Requirements Revised 06/08
Transmission Revised 05/14 12-100-01
Transmission Line Clearing Specifications

Clearance values shown below account for the minimum vegetation approach distance of 10'
(12' for 345-kV, 18' for 500-kV) in any direction to transmission lines and for additional conductor
movement. For vertical distance values, this additional conductor movement is the difference between
everyday sag conditions and the sag at the maximum thermal condition. For horizontal values, the
additional conductor movement is the conductor blowout at anticipated wind conditions. The values
shown below do NOT account for anticipated vegetation growth between clearing cycles. The
Transmission Line Clearing Specialist will estimate the vegetation growth toward the conductor between
clearing cycles based on variables such as length of trimming cycle, vegetation species, typical growth
rates, length of growing season, elevation, availability of water, soil type, etc. The total clearing distance
to be achieved at the time of transmission vegetation management work (Clearances defined by FAC-003-
3 R1 and R2, MVCD Table 2) shall be the sum of clearances shown below and the anticipated vegetation
growth during the cycle. When conditions exist that prevent crews from obtaining the 20' plus tree
growth, these trees will be documented and maintained with more frequency than normal scheduled
clearing cycles to ensure safe working clearances under maximum operating conditions.
Minimal Minimal Preferred Structure
Line Undergrowth Side Clear Cut Vegetation
Voltage Clearance Clearance Width* Clear Distance
(feet) (feet) (feet) (feet)
Single Pole

69-kV 20 18 50* 20
138-kV 20 18 50* 20
161-kV 20 22 50* 20
230-kV 20 22 50* 20
H-Frame

69-kV 20 28 90* 20
138-kV 20 28 90* 20
161-kV 20 32 100* 20
230-kV 20 32 100* 20
345-kV 20 34 120* 20
500-kV † See information on the following page

Side
Clearance
Clear Cut
Conductor
Undergrowth
Clearance
Structure
Clearance
Side
Clearance
Clear Cut
Conductor
Undergrowth
Clearance
Structure
Clearance
NOTE. Spans longer than 1200' may require
greater clearance. Contact T&D Department for
specific dimensions.
Transmission Line Clearing Specifications
12-100-02 Revised 05/14 Transmission

Minimal Minimal Preferred Structure
Line Undergrowth Side Clear Cut Vegetation
Voltage Clearance Clearance Width* Clear Distance
(feet) (feet) (feet) (feet)
Lattice Tower

230-kV 20 20
345-kV 25 20
500-kV † 20
* Determined by Transmission Line Easements or Permitted Rights of Way. † For all 500-kV transmission lines, due to the variety span length, conductors and tensions, contact the T&D
Department for specific vertical and side clearances dimensions, and clear cut widths.

Side
Clearance
Conductor
Undergrowth
Clearance
Clear Cut
Structure
Clearance

NOTE. Due to the variety span lengths,
conductors and tensions, contact the T&D
Department for specific dimensions for side
clearance and clear cut widths for steel lattice
transmission lines
Transmission Line Clearing Specifications
Transmission Revised 05/14 12-100-03
Undergrowth Clearances
Conductor
50 Ft Clearance
(Preferred)
Zone A
Zone B
Zone A
Zone B
Zone A
Zone Definitions
Zone A: When the conductor to ground
clearance is less than 50', all tree species
should be removed.
Zone B: When the conductor to ground
clearance is greater than 50', all tree species
should be removed if they have less than 50'
of clearance, 20' minimum.
Zone Plant Species
Zone A: Grasses, legumes, herbs,
ferns, and low growing shrubs.
Zone B: All deciduous and conifer
trees.
20 Ft Clearance
(Minimum)

Transmission Line Clearing Specifications
Transmission 13-010-01
General Transmission Line Design Criteria
Revised 10/03
General Design Criteria for Transmission Lines
Route Selection
Transmission line routing requires thorough
investigation and study of several different
routings to assure that the most practical
route is selected, taking into consideration
both the environmental criteria and cost of
construction.
For larger projects, aerial photography, and
reconnaissance, contributes substantially to
route selection. The location of preliminary
corridors is improved when high altitude
views are used to, rapidly and accurately
inventory existing land use.
Final route selection, whether it be a large
or small project, is a matter of judgment and
requires sound evaluation of divergent
requirements, including cost of easements,
costs of clearing, ease of maintenance as
well as what effect the line may have on the
environment.
Plan-Profile Drawings
Transmission line plan-profile drawings
serve an important function in linking
together the various stages involved in the
design and construction of the line. The
drawings are prepared based on the route
survey to show the location and elevation of
all natural and man-made features, to be
traversed by or which are adjacent to the
proposed line, which effect right-of-way,
line design, and construction. The drawings
are then used to complete line design work
such as structure locating. During the
material requisition and construction period,
the drawings are used to determine material
quantities and serve as construction
specification drawings. After construction,
the final plan-profile drawings become the
permanent record of right-of-way data,
useful in line operation and maintenance or
future modifications.
Structure Location
Structure location is the design process,
which determines the height, location, and
type of consecutive structures on the plan-
profile sheets. Actual economy and safety of
the transmission line depends on how well
this final step in the design is performed.
The structure locating should closely
conform to the design criteria established
for the line.
The following factors are involved in
structure locating and are to be considered
for good design:
Vertical Clearances
1. Basic, level ground
2. Crossings
3. Side hill
4. Underbuild
Horizontal Clearances
1. For insulator swing condition
2. To edge of right-of-way, vertical
obstructions and steep side hills
Uplift
Horizontal Span Limitations Due to:
1. Vertical sag - clearance requirement
2. Conductor separation
3. Structure strength
Angle and Deadend Structures
1. Guying arrangements
2. Guy anchors
13-010-02 Transmission
General Transmission Line Design Criteria Revised 10/03
The process of structure location begins at a
known or established conductor attachment
point such as a substation take off structure,
angles in the line, etc. After these points are
determined, the location of intermediate
structures is established. The location and
height of these structures is a matter of
economics and careful attention should be
made towards producing an optimal design.
Horizontal conductor clearances to
supporting structures are reduced by
insulator side swing under transverse wind
pressure if the insulator type is such that it
is not restrained; for example, a suspension
insulator. This reduced clearance may limit
the maximum allowable span length the
structure can support. Suspension type
insulators will also deflect laterally at line
angle locations due to the transverse
component of conductor tension.
Wind Span, Weight Span, and Uplift
Wind span is defined as the average of two
adjacent spans. The wind span is the
effective span length that transverse wind
forces act on when transferring forces from
the conductor to the supporting structure.
The wind span also determines the amount
of swing that suspension insulator
assemblies will have due to the transverse
wind force.
Weight span is the distance between the
conductor low points in spans adjacent to
the structure. Where conductor attachments
are at different elevations on adjacent
structures, the low point is not at mid-span
and will shift its position as the temperature
changes.
Uplift is defined as negative weight span.
On steeply inclined slopes when the cold
sag curve shows the low point to be beyond
the lower support structure, the conductor
on the uphill span exerts upward forces on
the lower structure. The amount of this force
at each attachment point is related to the
weight of the loaded conductor from the
lower support to the low point of sag.
The following Figures 1, 2, and 3 illustrate
the concepts of wind span, weight span, and
uplift.
Ruling Span
If all spans in a section of line between
deadends are of the same length, uniform
ice and wind loads will result in equal
conductor tensions on all spans. But, since
span lengths usually vary in a transmission
line, conductor tension will tend to become
greater in longer spans and less in shorter
spans.
A ruling span is an assumed uniform design
span, which approximately portrays the
mechanical performance of a section of line
between its deadend supports. The use of a
ruling span and the design of a line, assumes
that insulator string deflection and/or
flexing of the structures can occur so as to
allow for equalization of tension in the
conductor between adjacent spans to the
ruling span tensions. The purpose of a ruling
span in the design and construction of a line
is to provide a uniform span length, which is
representative of the various lengths of
spans between deadends so that sags and
clearances can be calculated for structure
locating and conductor stringing.
The formula for determining ruling spans:
RS LL L L
LLL L
n
n
=++++
=+++
13 2 3 3 33
123
...
...
where L1, L2, L3, etc = the individual span
lengths.
As can be seen from the formula, the exact
value of ruling span can only be calculated
after the structures have been located and all
the span lengths determined. However, since
the ruling span must be known in advance of
structure locating, it must first be estimated.
Transmission 13-010-03
General Transmission Line Design Criteria
Revised 10/03
Wind Span
L 12L
Wind Span
L 1 +2L
=
2
L 1 = Sum of
Adjacent
Spans
+2L
Low Points
Low Pointsd1
d 2
d 3 d 4
A
B
Uplift Span
Structure B
Uplift Span
Structure A
d 1
A
B
Low Points
Weight Span
d 3 d 4
d 2
Weight
Span
d 1 = Weight span
(Structure A)
-2d
d = Distance to
low point
d 3 = Weight span
(Structure B)
+4d
d 1 = Weight span
(Structure A)
-2d
d = Distance to
low point
d 3 = Weight span
(Structure B)
+4d

Figure 1. Wind Span
Figure 2. Weight Span
Figure 3. Uplift Span
13-010-04 Transmission
General Transmission Line Design Criteria Revised 10/03
The ruling span value initially chosen
should be checked to see that it coordinates
reasonably well with the actual ruling span.
If the difference between the estimated
ruling span and actual ruling span is
substantial, the locations of the structures
should be reworked using the newer ruling
span.
It is important that the actual ruling span be
reasonably close to the ruling span value
that is used to locate structures. If this is not
the case, there may significant differences
between the predicted conductor tensions
and clearances, and the actual values.
The following table illustrates the effect of
improper ruling spans.
Assumed Ruling Span is Assumed Ruling Span is Greater Than Actual Ruling Span Less Than Actual Ruling Span
Conductor temperature is less than Actual sag is less than predicted Actual sag is greater than predicted
the temperature at which the conductor Increased Tensions. Clearance Problems.
was strung.

Conductor temperature is greater than Actual sag is greater than predicted Actual sag is less than predicted
the temperature at which the conductor Clearance Problems. Increased Tensions.
was strung.

Transmission 13-020-01
Insulator Selection for Mechanical Strength
Revised 10/03
Insulator Selection for Mechanical Strength
Suspension Insulator Selection
Insulators are selected based upon their
intended use and the magnitude of the loads
to be supported. The examples shown are
based upon a transmission line with the
following design parameters:
Conductor size: 795 kcmil 45/7 ACSR
Diameter: 1.063"
Bare Conductor Weight: 0.896 pounds per foot
Maximum Design Tension (tmax): 8,825 pounds
at 1/4" ice, 4 pounds per sq ft wind, 15°F
Span Lengths: 1000' (all level spans)
Insulators for a suspension tower are
selected based on the total load to be
supported including wire weight, weight of
radial ice, wind loading and load due to line
angle.
Calculation of the load to be supported for a
tangent tower with no line angle is as
follows:
Total Vertical Load
W v = Wb + Wi
= total vertical load supported by
the insulator string
W b = bare weight of wire
= (weight span)(bare weight per
foot)
W i = weight of ice on the line
= ( Ai)(weight span)(weight of ice)
where
Weight span = distance between low
points of sag in adjacent
spans, in feet
Ai = cross-sectional area of the ice
Then
W b = (l/2 x 1000' + l/2 x 1000') (0.896)
= 896 pounds
Wi is simplified to
W i = 1.244 t(d + t)(Weight Span)
Wi = 1.244 (0.25) (1.063 + 0.25)(1000)
= 408 pounds
where
d = conductor diameter, in inches
t = radial thickness of ice, in inches
The total vertical load is
W v = Wb + Wi
= 896 + 408
= 1,304 pounds
Note: The effects of any maintenance load
and insulator assembly weight have been
omitted from these calculations. The
designer may increase the vertical loads to
account for these effects.
13-020-02 Transmission
Insulator Selection for Mechanical Strength Revised 10/03
Total Horizontal Load
W h = total horizontal load supported by
the insulator string
= wind acting on the iced conductor
=W h p d + 2t
12
(Wind Span)

p = wind pressure, in lbs per square foot
Wind span = average of the sum of the
adjacent spans, in feet
Thus:
=W r
2Wv +Wh
2
22= 1304 + 521
= 1,404 pounds
=W h p d + 2t
12
(wind span)
=W h 4 1.063 + 2(0.25)
12
1000 + 1000
2
= 521 pounds
Note: In the case of an angle structure, the
tension pull under iced conditions due to the line
angle must be included in the horizontal load to
be supported. It would be calculated as follows:
=W angle 2 T Line Angle
2
=W h p d + 2t
12
+
Wind Span
max sin
2 T Line Angle
2maxsin
Then
where
is conductor design tensionTmax
Total Resultant Load
The total resultant load (Wr) to be supported
by the suspension insulator string can now
be determined.
Therefore, the suspension insulators
selected for this structure must have a safe
working load of at least 1404 lbs. From the
Ball and Socket Insulators Table on page
06-010-02, select the ANSI class 52-3
insulators, with a 10,000 lb safe working
load rating.
Transmission 13-020-03
Insulator Selection for Mechanical Strength
Revised 10/03
Deadend Insulator Selection
Insulators for a deadend structure are
selected on the basis of the maximum design
tension (Tmax) in the conductor to be
supported. Insulators used in a deadend
assembly shall have a safe working load that
is equal to or greater than the tmax design
value. For the line illustrated in the previous
example, the 795 kcmil 45/7 ACSR
conductor is installed to a tmax of 8,825#.
Therefore, the deadend insulators selected
for this line must have a safe working load
of at least 8,825#. From the Ball and Socket
Insulators Table on page 06-010-02, select
the ANSI class 52-3 insulators, with a
10,000 lb safe working load rating.
Reference
Section 06-010 Suspension Type Insulators

LINE 423 REBUILD
LI
N
E

4
2
3

R
E
B
U
I
L
D

NO
V
E
M
B
E
R
2
0
2
3
11
/
1
7
/
2
0
2
3
Week of Nov 13th. Probst completed work in the Rye Valley access except for the structures marked to fly in. Work through Tue
the 21st will be from the Wind substation AOL. This stretch is easier access and has a lot of tangent structures which should help
us make a little headway. Probst plans on working through this weekend and button up the 21 st before heading home for the
holiday.
Another issue with Western structure came to light when Probst personnel noticed the incorrect (7018) welding rod instead of
(8018) left on the ground where Western’s repair man fixed the saddle that was mounted wrong. We brought this to Western’s
attention as well as Beesley with the consensus being that this though not correct would be allowed. Just another instance
showing Western’s lack of quality control.
Andy Roundtree
11
/
1
7
/
2
0
2
3
ONE OF THE FREEWAY
CROSSINGS. NOTE THE
REACH LIFT WITH A POLE
USED AS A TEMPORASRY
GUARD STRUCTURE
11
/
1
7
/
2
0
2
3
THIS TANGENT IS JUST ABOVE THE
WIND SUB. THAT’S JOHN OLIVER
CHATTING WITH PROBST SAFETY
MAN RODNEY.
11
/
1
7
/
2
0
2
3
LOOKING BOL PROBST SET UP AT STR279
Page 1 of 3
Which category applies to this request
Construction Services;
The request is for
Services
Supplier name
Hardline Inspection
Work order/accounting
27520569-02
Cost Center
577 | Internal Project  Management
Anticipated date the supplier services are to be completed
12/30/2024
Desired start date for supplier services to commence
05/08/2023
Type of Contract Request
New Contract or Statement of Work
05/04/2023Raised on:Tom BarberRequester:
Contract Request
T423190001 HGTN-QUTZ 138kV Rebuild Inspection Services
Request Number Request Definition Request Type Urgent Requirement
249 Contract Request Contract request No
Request Description SOW with Hardline Inspection to provide inspection services on T423190001 project.
Attachment 1. T423190001 Inspection.docx
Basic details
Additional details
Page 2 of 3
Please provide an explanation
For this size of a project, we wanted to use a company that
has performed well on past projects, and not risk using an
unknown entity.
Were other providers with similar capabilities considered or evaluated
Yes
Business rationale
Single Source
Are you aware of IPCs requirements for competitive bidding as set forth in the Procuring Goods and Services Standard. I have gathered the required technical and business information and made a concerted effort to review comparable/equal materials, equipment, or services.
Yes
Select the Estimated Spend range
= > $250,000 and < $500,000
Is the per-request or per-project dollar limit equal to or greater than $50,000?
Yes
If yes what is the per-request or per-project dollar limit
500,000
Is this a request for a general use statement of work
Yes
Will the contract workers need unescorted access to any of IPC's facilities or access to any IPC electronic system
None
Is this Critical Infrastructure Protection (CIP-13) related
No
Will any IPC data (CIP, CEII, Customer, HIPPA GIS etc) be utilized AND/OR will any technology including but not limited to equipment software or devices including cloud solutions such as SaaS, IaaS, PaaS be implemented
No
Describe the service(s) to be provided
Construction Management and Inspection
Page 3 of 3
Type and Subtype
Procurement-Form (SOW, Order)
Please provide an explanation
Last year there was an RFP in which we solicited proposals
from 3 Inspection firms. Hardline was the lowest cost and has
the most familiarity with IPC specifications and work practices.
The estimated value of the SOW is $400k.
Is there a real or potential conflict of interest in recommending this supplier, in accordance with IPCs Code of Conduct
No
Please provide an explanation
Idaho Power does not have the resources to do this work
internally.
Is there substantial risk in contracting with any other supplier or performing the work in-house
Yes
Type-Subtype
Activity
Actions User Version Date Comments Attachment
Request Completed Jaimy Adams 3 06/19/2023 6/19/2023 -
Request Modified MindyChambers 3 05/05/2023
Hi Jaimy, for your
review. Please letme know if youhave any questionsor concerns. Thank
you, Mindy
-
Request Approved Eric Hackett 2 05/04/2023 Approved andagreed as stated.-
Request Approved Ryan Eckert 2 05/04/2023
Based on last yearsRFP results andHardline'sknowledge of IPC, Iapprove this PJ forInspection Servicesfor this majorproject
-
Request Submitted Tom Barber 2 05/04/2023 --
Request Recalled Tom Barber 1 05/04/2023 need to edit -
Request Submitted Tom Barber 1 05/04/2023 --
This application has been retired. Please submit an iRequest form in Zycus. Create Request - iRequest Portal (zycus.com)
Procurement Justification
(For non-competitive purchases > $50,000)
Idaho Power Company (“IPC”) employs a competitive bidding process in awarding its contracts for materials and services. To ensure that IPC receives the lowest
cost, best quality and lead time that meets our requirements, soliciting more than one supplier is necessary. This form is used to recommend selection of a
supplier for an emergency, single or sole source supplier.
PJ #: 1226
General Information
PJ Date
02/04/2020
Status
Completed
AS PO # / CP #
176377-04
KIT # Business Unit
Customer Operations Engineering & Construction
Requestor
Barber, Tom
Phone
5667
EMail Address
[e-mail]
Src Prof
Abbott, Kim
Phone
2652
EMail Address
[e-mail]
Supplier Information
Supplier Name
AEROGRAPH - AERO-GRAPHICS
Supplier Contact
Kelly Francis
Phone
8014283102
Fax EMail Address
[e-mail]
Business Rationale
Sole Source —- Situation when only one supplier can meet IPC’s standards or specifications for the required materials or services. This tends to result
when the supplier has required proprietary or intellectual property rights built into the materials or service.
Single Source —- Situation when, due to economics, lead times, logistics or other justifiable reasons, only one supplier is determined to be reasonable for
the required material or service even though other suppliers are available.
Emergency (must be documented following the event)–– Emergency purchases are purchases made in unforeseen or unexpected situations when action
must be taken to prevent immediate impairment to customer reliability, injury, or damage to assets. Emergencies will be evaluated to determine the root
cause and if the emergency can be mitigated in the future.
Needs Statement Materials Services
Describe in detail the material or services to be procured and how the required features and capabilities meet IPC’s business needs.
Need Lidar survey data on Line 423 from Huntington substation to Quartz substation
Schedule Est. Start / Need Date:04/17/2020
Identify the major milestone(s) / deliverable schedule contemplated including installation if required; products should include brand, model and part number if
applicable. Does an unusual or compelling urgency exist? If so, please explain.
Estimated / Actual Cost $90,000
Explain cost breakdown below. If the purchase includes materials and services please provide the approximate breakdown for each.
Competing Materials / Services Evaluated
Did you consider other materials or providers of services with similar capabilities? Indicate specific brands/models of competitor products that were investigated
and describe why they did not meet listed Features Requirements. Please be specific with regard to features, characteristics, requirements, capabilities and
compatibility. Yes No Please explain.
We requested a proposal for this work and the proposed cost is less than we anticipated. Last several times we bid out this
type of work, Aero-graphics has been the low bidder by quite a bit, and we have been happy with the product that they have
provided.
Substantial Technical Risk
Is there substantial technical risk in contracting with any other Supplier, or doing work in-house thereby making that an unacceptable course of action (e.g., when
the supplier has been the only successful one to date in implementing a difficult software upgrade or manufacturing process)? Yes No N/A
If Yes, then the eGRC # is

Future Purchases
Will this purchase obligate IPC to this supplier for future purchases, for example maintenance, licensing or continued need? Yes No If Yes, please
provide details regarding future obligations and/or needs.

Additional Comments
Conflict of Interest Statement
Is there a real or potential conflict of interest in recommending this procurement, in accordance with IPC’s Code of Conduct. Yes No If Yes, please
provide an explanation.

This section must be completed.
Acknowledgement Role Action Signature Date
I am aware of IPC’s requirements for competitive bidding
as set forth in the Procuring Goods and Services Standard.
I have gathered the required technical and business infor-
mation and made a concerted effort to review comparable/
equal materials, equipment, or services.
Approver 1 Approve Ryan Eckert 02/04/2020
The design of this project was contracted out and is in progress. It was
determined while design was in progress that LIDAR data was needed
because of changes that have been made in the field. This late discovery is
the reason for needing LIDAR on short notice. I am good with approving this
PJ to meet the timeline needs and based on comparison to previously bid
work.
Approver 2
Approver 3
* Electronic Signature(s) shall be in accordance with management levels shown above.
Page 1 of 4
Supplier name
EXO
Work order/accounting
27520569-02
Cost Center
576 | External Project Management
Anticipated date the supplier services are to be completed
06/29/2023
Desired start date for supplier services to commence
01/30/2023
Are you entering this request on behalf of someone else?
No
Type of Contract Request
New Contract or Statement of Work
01/24/2023Raised on:Tom BarberRequester:
Contract Request
T423190001 Steel Manufacturing Inspection
Request Number Request Definition Request Type Urgent Requirement
17 Contract Request Contract request Yes
Request Description EXO to perform quality inspection at Western Utilities to verify steel structures are meeting IPC and Industry specifications for T423190001 project
Attachment 1. IPC IPI_Exo Proposal for QA Services Western Utility _12JAN23.pdf
Reason for Urgency IPC team has concerns about quality of steel structures on 40 mile rebuild project
Basic details
Additional details
Page 2 of 4
Select the Estimated Spend range
= > $50,000 and < $250,000
Is the per-request or per-project dollar limit equal to or greater than $50,000?
Yes
If yes what is the per-request or per-project dollar limit
200,000
Is this a request for a general use statement of work
Yes
Will the contract workers need unescorted access to any of IPC's facilities or access to any IPC electronic system
None
Is this Critical Infrastructure Protection (CIP-13) related
No
Will any IPC data (CIP, CEII, Customer, HIPPA GIS etc) be utilized AND/OR will any technology including but not limited to equipment software or devices including cloud solutions such as SaaS, IaaS, PaaS be implemented
No
Describe the service(s) to be provided
EXO to perform quality inspection at Western Utilities to verify
steel structures are meeting IPC and Industry specifications
for T423190001 project
Which category applies to this request
IT and/or Professional Services;
The request is for
Services
Page 3 of 4
Type and Subtype
Procurement-Agreement
Please provide an explanation
-
Is there a real or potential conflict of interest in recommending this supplier, in accordance with IPCs Code of Conduct
No
Please provide an explanation
EXO is the most qualified contractor that IPC knows of to
perform this work.
Is there substantial risk in contracting with any other supplier or performing the work in-house
No
Please provide an explanation
EXO is already working on this project, this is additional work
required for the project.
Were other providers with similar capabilities considered or evaluated
No
Business rationale
Single Source
Are you aware of IPCs requirements for competitive bidding as set forth in the Procuring Goods and Services Standard. I have gathered the required technical and business information and made a concerted effort to review comparable/equal materials, equipment, or services.
Yes
Type-Subtype
Page 4 of 4
Activity
Actions User Version Date Comments Attachment
Request Completed AkoniHinojosa 3 01/27/2023
SOW03 has beencreated. KIT 9166has been updatedand AS 210262-03has been Issued.
-
Request Saved AkoniHinojosa 3 01/25/2023 --
Request Modified MindyChambers 3 01/24/2023
Hi Akoni, for yourreview as you'vebeen expecting thisrequest from Tom.
Please let me knowif you have anyquestions orconcerns. Thank
you, Mindy
-
Request Approved Ryan Eckert 2 01/24/2023
This has been theonly supplieridentified toperform this serviceto-date. Note thatthis isn't a generaluse SOW, it is aproject specificSOW.
-
Request Submitted Tom Barber 2 01/24/2023 --
Request Recalled Tom Barber 1 01/24/2023 changing $ amount -
Request Submitted Tom Barber 1 01/24/2023 --

03311

Geotechnical Data Report

Line 423, Huntington to Quartz
Baker County, Oregon

Prepared for:
Idaho Power Company
November 2, 2020
Geotechnical Data Report Line 423, Huntington to Quartz November 2, 2020
Page i

American Geotechnics

Table of Contents
1.0 Geotechnical Data Report .............................................................................................. 1
Purpose and Scope of Work ............................................................................................... 1
Project Description .............................................................................................................. 1
Reconnaissance .................................................................................................................. 1
Field Explorations ................................................................................................................ 2
Geologic Setting .................................................................................................................. 2
Rock Sounding Data ........................................................................................................... 2

Appendices
A Vicinity Map
Exploration Location Map

B Site and Rock Sounding Photos

C Rock Sounding Field Notes

D Logs of Exploration

Geotechnical Data Report Line 423, Huntington to Quartz November 2, 2020
Page 1 American Geotechnics

1.0 Geotechnical Data Report
Purpose and Scope of Work This report presents rock sounding data for the proposed Line 423, Huntington to Quartz transmission project located in Baker County, Oregon. A vicinity Map showing the site location is included on Sheet 1 of Appendix A.
In general, the purpose of this investigation was to complete rock soundings up to 12 feet below ground surface (BGS) along the transmission line alignment and prepare a data report for use with project bid documents. The rock soundings were performed along access roads adjacent to existing transmission structures. Rock soundings were not completed at structures where rock was visible at the ground surface or areas not accessible to the rock sounding equipment.
Project Description The transmission alignment is approximately 46 miles long, beginning in the south at the Huntington Substation in Huntington, Oregon and extending north to the Quartz Substation located about 4.5 miles southeast of Baker, Oregon. The transmission line consists of approximately 281 transmission structures, numbered sequentially beginning at the south end of the project then proceeding northward. The project includes upgrading the existing transmission line along the existing alignment. The transmission lines will consist primarily of direct bury H-frame structures.
Structures #258, #279, #399, and #539 are expected to be subject to significant lateral loads. Foundation design recommendations for these structures as well as for dead-end structures at the substations are presented in a separate Foundation Design Report prepared by American Geotechnics for Idaho Power, dated October 26, 2020.
Reconnaissance Prior to mobilizing for field explorations, available topographic and geologic maps of the project alignment were reviewed. Potential rock sounding locations and access routes were identified. The access roads following the project alignment were traversed in a pickup truck or ATV to evaluate access and complete utility clearances. Some locations were determined to be inaccessible to trailer-mounted rock sounding equipment.
Geotechnical Data Report Line 423, Huntington to Quartz November 2, 2020
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Field Explorations The rock soundings were performed using a trailer mounted drill rig, as access allowed. The drill rig was equipped with a hydraulic mast and hydraulic hammer to drive hardened steel AWJ sounding rods through the soil to refusal. When the site was not accessible to the trailer-mounted equipment, an electric jackhammer was used to drive hardened steel sounding rods. The approximate rock sounding locations are shown on the Exploration Location Map in Appendix A. Rock sounding identification numbers correspond with identification numbers provided by Idaho Power for the proposed transmission structures. Some of the structure numbers for the proposed structures match up with existing structure numbers, while others do not. The rock soundings were advanced up to 12 feet BGS. If rock or large cobbles or boulders were encountered, the depth BGS was recorded in our field notes included in Appendix C. If rock was not encountered within 12 feet BGS, depth to rock was recorded as “12+.”
Five soil borings were completed during the preparation of the Foundation Design Report for substation structures and Structures #258, #279, #399, and #539. The borings (AG-1 to AG-5) were advanced adjacent to transmission or dead-end structures as shown on the Exploration Location Map included in Appendix A. Logs of Exploration for the soil borings are included in Appendix D.
Geologic Setting Based on available geologic literature, the north and south ends of the project alignment include hillslopes, while the center of the alignment generally includes mountainous terrain and alluvial deposits. The hillslopes consist of semi-consolidated to well-consolidated mostly lacustrine tuffaceous sandstone, siltstone, mudstone, claystone, and conglomerate. The hillslopes also include some lava flows of the Columbia River Basalt Group and related flows. The more mountainous terrain near the center of the project alignment is generally made of various metamorphic, volcanic, and sedimentary rocks. The alluvial deposits generally consist of sand, gravel, and silt forming flood plains and poorly stratified alluvial fan debris, slope wash, colluvium, and talus.
Rock Sounding Data The Exploration Location Map in Appendix A and the field notes in Appendix C include depth to refusal for each rock sounding performed or the presence of surficial rock. The following table presents statistics based on the data collected. Actual depth to rock at each structure may not match the summary of statistics.
Geotechnical Data Report Line 423, Huntington to Quartz November 2, 2020
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Rock Sounding Statistics
Segment Average
Depth to
Refusal BGS
(ft)
Minimum
depth to
Refusal BGS
(ft)
Maximum
Depth to
Refusal BGS1
(ft)
Standard
Deviation
Percentage of
Structures in
segment with
rock soundings
or rock surface
data (%)
Structures 258 to 358 4.8 0.0 12.0+ 3.4 99.6
Structures 359 to 427 9.5 1.4 12.0+ 3.7 98.5
Structures 428 to 539 5.5 0.0 12.0+ 3.5 78.3
1Rock soundings advanced to maximum 12 feet BGS, rock soundings to 12 feet BGS did not encounter Refusal.

Notes to contractor 1. Generally, refusal of the rock sounding may be the result of:
• The rock sounding encountering bedrock. Based on available geologic data, the rock encountered may range from sandstone to hard volcanic and metamorphic rocks.
• The rock sounding encountered dense cobbles or hard boulders.
• The rock sounding encountered intermediate geomaterials. Intermediate geomaterials are transition materials between very stiff soil and hard bedrock.
2. Be advised utilities such as high-pressure natural gas lines and fiberoptic lines are present within much of the project alignment. Excavations should be cleared through utility location services.

Geotechnical Data Report Line 423, Huntington to Quartz
American Geotechnics

Appendix A
Vicinity Map
Exploration Location Map

Vicinity Map
Line 423 Huntington to Quartz
Baker County, Oregon
Figure 1
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HUNTINGTON
SUBSTATION
STATE HIGHWAY 86
US 26
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STATE HIGHWAY 245
HUNTINGTON WIND
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DURKEE
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LINE 423, HUNTINGTON TO QUARTZ
4 DETAIL VIEW AND ASSOCIATED SHEET NUMBER (OF 19 SHEETS)
#258 (12'+)
#259 (5')
#260 (7.5')
#261 (2.5')
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#265 (6.4')HUNTINGTONHUNTINGTON
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#397 (10.5')#398 (11.2')#399 (12'+)#400 (12'+)#401 (4'+)#402 (1.4')#403 (2.5')#404 (12'+)
PROPOSED
DURKEE
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AG-4
#405 (1.8')#406 (2.4')#407 (9.5')#408 (12'+)#409 (10.1')#410 (12'+)#411 (12'+)#412 (12'+)#413 (2.5')
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AG-1 BORING LOCATION
PHOTO LOCATION AND DIRECTIONP-1
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AG-1 BORING LOCATION
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P-11
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#537 (12'+)QUARTZ
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Geotechnical Data Report Line 423, Huntington to Quartz
American Geotechnics

Appendix B
Site and Rock Sounding Photos

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

American Geotechnics Page 1 of 7

Photo 1: Looking northwest from Structure #262 towards Structure #263.

Photo 2: Completing rock sounding at Structure #277 using hand equipment.

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

American Geotechnics Page 2 of 7

Photo 3: Looking northwest from Structure #280 towards Structure #281.

Photo 4: Completing rock sounding at Structure #328 using trailer-mounted
equipment.

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

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Photo 5: Looking north from Structure #331 towards Structure #332.

Photo 6: Looking southeast from Structure #355 towards Structure #354.

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

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Photo 7: Looking northwest from Structure #371 towards Structure #372.

Photo 8: Looking north from Structure #386 towards Structure #387.

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

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Photo 9: Looking southeast from Structure #411 towards Structure #410.

Photo 10: Looking southeast from Structure #428 towards Structure #427.

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

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Photo 11: Looking east from Structure #498 towards Structure #497.

Photo 12: Completing rock sounding at Structure #506 using trailer-mounted
equipment.

Site and Rock Sounding Photographs
Line 423 Huntington to Quartz
03311

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Photo 13: Looking north from Quartz Substation towards Structure #537.

Geotechnical Data Report Line 423, Huntington to Quartz
American Geotechnics

Appendix C
Rock Sounding Field Notes

Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
258. 12.0
259. 5.0
260. 7.5
261. 2.5
262. 9.1 Top of Hill; 3-poles
263. 5.3
264. 5.5
265. 6.4 Cobbles on present on surface
266. 3.5 Cobbles on present on surface
267. 2.0 Shallow rock; cobbles and boulders present on surface
268. 2.6 Shallow rock; cobbles and boulders present on surface
269. 3.1 Cobbles and boulders present on surface
270. 3.8 Cobbles and boulders present on surface
271. 2.2 Cobbles and boulders present on surface
272. 1.3 Cobbles and boulders present on surface
273. 1.6 Cobbles and boulders present on surface
274. 1.5 Shallow rock; cobbles and boulders present on surface
275. 1.0 Shallow rock; cobbles and boulders present on surface
276. 8.2
277. 4.0
278. 4.0
279. 12.0
280. 2.5 Shallow rock; cobbles and boulders present on surface
281. 3.2
282. 7.3
283. 5.3
284. 3.9
285. 5.3
286. 2.2 Cobbles and boulders present on surface
287. 10.8
288. 9.0
289. 4.8
Proposed H-
Frame ID

Depth to Rock within
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Geologic and Field Notes
290. 4.0
291. 3.5
292. 3.2
293. 8.0
294. 5.2
295. 1.0
296. 12
297. 12
298. 3.3
299. 3.6
300 4.0
301. 7.9 Cobbles present on surface
302. 4.1
303. 2.1
304. 5.4
305. 1.7 Cobbles and boulders present on surface
306. 0.9 Cobbles and boulders present on surface
307. 5.3
308. 1.6 Cobbles and boulders present on surface
309. 1.0 Cobbles and boulders present on surface
310. 2.2 Cobbles and boulders present on surface
311. 1.3 Cobbles and boulders present on surface
312. 0.9 Cobbles and boulders present on surface
313. 0.9 Cobbles and boulders present on surface
314. 1.6 Cobbles and boulders present on surface
315. 6.9
316. 4.0
317. 3.6
318. 12.0
319. 12.0
320. 6.3
321. 4.1
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
322. 7.2
323. 10.0 Cobbles and boulders present on surface
324. 8.0
325. 6.0
326. 5.1
327. 5.4
328. 12.0
329. 1.8
330. 3.0
331. 12.0 Easy driving
332. 12.0 Easy driving
333. 4.1
334. 2.2
335. 1.9
336. 2.3
337. 5.0 Cobbles present on surface
338. 0.0 Rock at surface
339. 1.2
340. 1.2 Rock near surface
341. 2.3 On steep hill
342. 7.1
343. 10.8
344. 4.0 Cobbles and boulders present on surface
345. 4.1
346. 0.0 Rock at surface
347. 1.8 Cobbles present at surface
348. 4.3
349. 3.5
350. -- No access
351. 4.6
352. 4.3
353. 4.0
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
354. 4.3
355. 9.1 Rock at surface
356. 3.9
357. 4.1
358. 12.0
359. 12.0 Rock present in vicinity
360 0.0 Rock at surface
361 8.7
362. 12.0
363. 12.0 Hard driving.
364. 12.0
365. 12.0 Hard Driving; SE side of rock quarry
366. 12.0 Hard driving; NW side of rock quarry
367. 2.5
368. 11.5
369. 4.0
370. 11.0
371. 12.0
372. 4.5
373. 6.3 Top of hill
374. 2.2
375. 12.0 Bottom of hill
376. 12.0
377. 12.0
378. 8.0
379. 12.0
380. 12.0
381. 3.0 Possible cobbles/ boulders
382. 4.2
383. 12.0
384. 12.0
385. 12.0
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
386. 12.0
387. 12.0 Very soft driving
388. 3.0 Cobbles and boulders present on surface
389. 12.0
390. 12.0 Fiber optics passes directly between poles, probed just N of
north pole by edge of road.
391. 12.0
392. 12.0
393. 12.0
394. 12.0
395. 12.0
396. 12.0
397. 10.5
398. 11.2
399. 12.0
400. 12.0
401. 4.0
402. 1.4
403. 2.5
404. 12.0
405. 1.8
406. 2.4
407. 9.5
408. 12.0
409. 10.1
410. 12.0
411. 12.0
412. 12.0
413. 2.5
414. 6.3
415. 12.0
416. 10.0 Hard driving
417. 12.0 Hard driving
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
418. 12.0 Very easy driving, near creek.
419. 12.0
420. 12.0
421. 12.0
422. 12.0
423. 2.5
424. 5.2
425. 4.3
426. 9.4 Hard driving; very sandy surface with rocks
427. 12.0
428. --
429. --
430. --
431. --
432. --
433. --
434. --
435. --
436. --
437. --
438. --
439. --
440. --
441. 2.9
442. 2.7
443. 2.7
444. 3.3
445. 5.7
446. --
447. 2.0
448. 3.3
449. 4.7
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
450.
451. 2.1
452. 3.1
453. 3.4
454. 2.4
455. 0.9
456. 2.1
457. 1.4
458. 1.4
459. 0.3
460. 0.3
461. 0.5
462. --
463. 0.5
464. --
465. 5.7
466. 4.0
467. 2.9
468. 7.8
469. 12.0 Possible cobbles
470. 5.1
471. --
472. 3.3
473. 3.5
474. --
475. 4.3
476. 4.0
477. 3.2
478. 1.3 Cobbles present on surface
479. --
480. 4.6
481. 2.3
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
482. --
483. 2.0
484. 4.8
485. --
486. 5.1
487. 4.8
488. 3.4
489. --
490. --
491. --
492. 8.3
493. 4.3
494. 6.6
495. 11.3
496. 3.7
497. 3.6
498. 5.5
499. 4.0
500. 8.0
501. 6.4
502. 7.0
503. 6.3
504. 6.8
505. 11.0
506. 8.0
507. 12.0 Cobbles/ boulders; hard driving.
508. 4.0
509. 8.0
510. 9.2
511. 8.0
512. 3.4
513. 8.7
Proposed H-
Frame ID

Depth to Rock within
12’ BGS (ft)
Geologic and Field Notes
514. 12.0
515. 12.0
516. 3.1
517. 2.9
518. 12.0
519. 3.4
520. 2.6 Cobbles and boulders present on surface
521. 2.9
522. 4.0
523. 1.1
524. 7.6 Surface rock present in vicinity
525. 8.1 Surface rock present in vicinity, cobbles may be present.
526. 5.2 Surface rock present in vicinity, cobbles may be present.
527. 6.8 Cobbles may be present
528. 7.1 Cobbles may be present
529. 5.1 Cobbles may be present
530. 9.5
531. 12.0 Cobbles may be present
532. 10.3
533. 12.0 Surface rock in vicinity
534. 4.9 Surface rock in vicinity
535. 7.9 Surface rock in vicinity
536. 11.3 Surface rock in vicinity; cobbles may be present
537. 12.0
538. 12.0
539. 12.0

Geotechnical Data Report Line 423, Huntington to Quartz
American Geotechnics

Appendix D
Logs of Exploration

CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Huntington
Substation (Dead End
Structure)
Borehole remained open to
about 24' after pulling
augers.
Topsoil-
Silt with Sand (ML)- (NATIVE)
81% fines;
18% fine to medium sand;
1% gravel;
brown.
as above, except light cementation.
Bottom of Boring at 31.5 ft on 9/29/2020.
67
61
83
100
100
100
100
100
100
100
3-3-4
3-3-3
5-7-9
4-5-7
4-4-7
4-4-6
3-6-10
5-7-14
6-11-14
7-14-18
30NPNV
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
SS-8
SS-9
SS-10
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon
Groundwater not encountered on 9/29/2020
BORING NO. AG-1
LATITUDE: 44.34674°
LONGITUDE: -117.26295°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/29/2020
LOGGED BY: Ryan VanLeuven, PE
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-1
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Structure
#258.
Boring located on access
road, about 20' S and 5'
higher in elevation that
planned structure location
due to drill rig access.
Borehole remained open to
about 23' after pulling
augers.
Elastic Silt (MH)- (NATIVE)
92% fines;
8% fine to medium sand;
brown.
Bottom of Boring at 36.5 ft on 9/29/2020.
78
89
94
89
94
94
100
100
100
100
111
5-5-4
4-5-5
3-3-3
3-3-4
2-2-4
8-13-20
6-12-15
10-14-18
10-12-15
8-14-15
10-13-15
353069
SS-11
SS-12
SS-13
SS-14
SS-15
SS-16
SS-17
SS-18
SS-19
SS-20
SS-21
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon
Groundwater not encountered on 9/29/2020
BORING NO. AG-2
LATITUDE: 44.34599°
LONGITUDE: -117.26266°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/29/2020
LOGGED BY: Ryan VanLeuven, PE
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-2
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
35
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Structure
#279
Some intermittent auger
grinding from 14' to 31.5'.
Borehole remained open to
about 14' after pulling
augers.
Sandy Silt (ML)- (NATIVE)
About 60% non-plastic fines; about 40% fine to medium sand; dry;
brown; light cementation.
Silty Sand with Gravel (SM)-
47% fine to coarse, angular to subangular sand;
31% fines;
22% moderately hard, angular to subangular gravel to 1";
orangish brown; light to moderate cementation.
Possible Highly Weathered Rock.
as above, except wet.
Bottom of Boring at 31.5 ft on 9/29/2020.
67
72
83
78
94
100
100
100
100
100
6-9-10
8-11-12
8-8-12
8-12-15
8-15-18
19-26-40
14-21-33
16-32-43
9-17-23
8-25-36
22
SS-22
SS-23
SS-24
SS-25
SS-26
SS-27
SS-28
SS-29
SS-30
SS-31
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon BORING NO. AG-3
LATITUDE: 44.37686°
LONGITUDE: -117.3093°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/29/2020
LOGGED BY: Ryan VanLeuven, PE
AT TIME OF DRILLING 30.0 ft. bgs. 9/29/2020.
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-3
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Durkee
Substation (Dead End
Structure)
Auger grinding from 15' to
19.5'.
Borehole remained open to
about 12.5' after pulling
augers.
Silt (ML)- (NATIVE)
trace of gravel from 5' to 6.5'.
88% fines;
12% fine to medium fines;
brown; light cementation.
Poorly Graded Gravel with Sand (GP)-
About 60% moderately hard, subrounded to rounded gravel to 1";
about 35% fine to coarse, subrounded to rounded sand; about 5%
non-plastic fines; dry; brown.
Silty Sand (SM)-
About 75% fine to medium sand; about 25% non-plastic fines; dry;
brown.
Bottom of Boring at 31.5 ft on 9/30/2020.
89
83
83
89
94
78
83
100
94
100
9-10-10
8-10-13
12-9-9
5-5-5
9-9-10
5-7-9
14-17-18
5-9-11
10-15-18
9-17-22
181240
SS-32
SS-33
SS-34
SS-35
SS-36
SS-37
SS-38
SS-39
SS-40
SS-41
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon
Groundwater not encountered on 9/30/2020
BORING NO. AG-4
LATITUDE: 44.58691°
LONGITUDE: -117.45901°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/30/2020
LOGGED BY: Ryan VanLeuven, PE
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-4
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
CME-75;
Automatic Hammer SPT
per ASTM D1586;
NWJ rods;
hammer w/ ER 83.1%;
Auger I.D.: 4-1/14-in;
Drilling Fluid: NA;
Backfill: bentonite chips;
SS: O.D.=2", I.D.=1-3/8";
Driller: Haz-Tech
Project feature: Quartzite
Substation (Dead End
Structure)
SS-45; pocket penetrometer
= 0 to 1 tsf.
Driller begins adding water
at 15' to control heave.
Borehole remained open to
about 12' after pulling
augers.
Silt with Sand (ML)- (NATIVE)
80% fines;
18% fine to medium sand;
2% gravel;
brown.
as above, except wet.
Poorly Graded Sand with Gravel (SP)-
About 55% fine to coarse, subrounded to rounded sand; about 35%
moderately hard, subrounded to rounded gravel to 3/4"; about 5%
non-plastic fines; wet; brown to gray.
as above, except gradually transitioning to silty sand.
Bottom of Boring at 31.5 ft on 9/30/2020.
67
100
67
78
89
67
56
67
61
94
2-2-3
6-6-6
4-3-4
2-2-3
2-2-3
4-6-8
7-7-4
6-12-12
13-13-12
7-7-8
331237
SS-42
SS-43
SS-44
SS-45
SS-46
SS-47
SS-48
SS-49
SS-50
SS-51
PROJECT: Line #423 Huntington to Quartz
LOCATION: Baker County, Oregon BORING NO. AG-5
LATITUDE: 44.71802°
LONGITUDE: -117.77524°by Hand Held GPS
GROUNDWATER:
METHOD: Hollow-Stem Auger
DATE LOGGED: 9/30/2020
LOGGED BY: Ryan VanLeuven, PE
AT TIME OF DRILLING 12.2 ft. bgs. 9/30/2020.
FILE NO. 03311 PAGE 1 OF 1 BORING NO. AG-5
REMARKS
LI
T
H
O
L
O
G
Y
MATERIAL DESCRIPTION
(Stratification lines represent
approximate boundaries
between materials)
RE
C
O
V
E
R
Y

%
BL
O
W
CO
U
N
T
S
LAB DATA
MC

(
%
)
PI

(
%
)
LL

(
%
)
TY
P
E

-

N
o
.
DE
P
T
H

(
f
t
)
5
10
15
20
25
30
ECP 020 (2/6/18)

Request for Bid

TITLE: 2019 Huntington – Quartz 138kV Rebuild Design
WO: 27520569

RFB Coordinator: Kimberly Lewis
Idaho Power Company
P.O. Box 70
Boise, ID 83707
Mail to: [e-mail]
Phone: [phone]
Idaho Power Company Request for Bid
C O N F I D E N T I A L ECP 020 (2/6/18) Page i
TABLE OF CONTENTS
I. INTRODUCTION 1
A. Purpose ........................................................................................................................................................................................ 1
B. Company Background ........................................................................................................................................................... 1
II. REQUEST FOR BID INFORMATION 1
A. Scope of Work/Specifications and Requirements .................................................................................................... 1
B. Pre Bid Conference ................................................................................................................................................................. 2
C. Key Events and Dates ............................................................................................................................................................ 2
RFB Schedule 2
D. Deadlines .................................................................................................................................................................................... 2
Questions 2
Proposals 2
E. Contact Information ............................................................................................................................................................... 3
RFB Coordinator 3
III. CONTENT OF PROPOSAL 3
A. Schedule ...................................................................................................................................................................................... 3
B. Total Proposed Price ............................................................................................................................................................. 3
C. Supplemental Information .................................................................................................................................................. 4
IV. RFB EVALUATION PROCESS 4
A. RFB Evaluation Team ............................................................................................................................................................ 4
B. RFB Evaluation Criteria ........................................................................................................................................................ 4
C. Form of Contract ..................................................................................................................................................................... 4
V. GENERAL INFORMATION FOR RESPONDENTS 4
A. Failure to Comply .................................................................................................................................................................... 4
B. Contractual Status of Proposals ........................................................................................................................................ 5
C. In Whole or In Part ................................................................................................................................................................. 5
D. Revisions to the RFB .............................................................................................................................................................. 5
E. Cost to Propose ........................................................................................................................................................................ 5
F. Respondent to Conform with Law ................................................................................................................................... 5
G. Business Conduct Policy ...................................................................................................................................................... 5
H. Proprietary Information—Confidentiality .................................................................................................................. 5
I. Accountability ........................................................................................................................................................................... 6
J. Small Business and Small Disadvantaged Business Program ............................................................................. 6
K. Physical and Electronic Protection ................................................................................................................................. 6
L. Entire RFB .................................................................................................................................................................................. 6

Idaho Power Company Request for Bid
C O N F I D E N T I A L ECP 020 (2/6/18) Page 1
I. INTRODUCTION
A. Purpose
Idaho Power Company (“IPC”) is currently seeking bids in response to this Request for Bid (“RFB”) to
design and engineer the Huntington – Quartz 138kV rebuild project.
B. Company Background
IDACORP, Inc. is a holding company formed in 1998. Comprised of regulated and non-regulated
businesses, its origins lie with Idaho Power, a regulated electric utility that began operations in 1916.
Today, IPC is the largest regulated electric utility in the state of Idaho and IDACORP’s chief subsidiary. IPC
serves over 500,000 residential, business, agricultural, and industrial customers. The company’s service
area covers approximately 24,000 square-miles, including portions of eastern Oregon. Learn more about
Idaho Power at www.idahopower.com.
II. REQUEST FOR BID INFORMATION
A. Scope of Work/Specifications and Requirements
1.0 Scope
This project is to completely rebuild the existing 138kV line from Huntington, OR to Baker, OR. This
section of line is approximately 40 miles long and contains approximately 282 structures. The project also
includes bringing the 138kV line into Huntington substation, Durkee substation, and Quartz substation.
2.0 Design Criteria
• Conductor will be 795 ACSR “TERN”, with a max design tension of 9,000 lbs @ NESC medium
loading.
• There will be two shield wires. One shield wire will OPGW (DNO5484) and the other will be 3/8”
EHS steel. Shield wires sag will be designed to approximate the phase conductors.
• Structures will be steel. Determine structure height based on ground clearance of 24.5’ at Max sag.
An additional 10’ of clearance will be added for the portion of the line that crosses agricultural
ground.
• Determine preferred location for new structures within 10’ of existing structures depending on
span lengths and ground conditions.
• Update existing PLS-CADD model with method 4 structures using new structure heights and
locations. Existing PLS-CADD model will be provided to contractor in backup format.
• Evaluate structures and hardware for uplift using 0 deg F and 0 PSF wind with conductor at final
sag for uplift criteria.
• Build structure list with all structures on Line 423 rebuild section.
• Create Plan and Profile drawings for Line 423 rebuild section.
• Create material take-off list using IPC material codes in Excel format.
• Contractor to create all steel structure drawings and review steel manufacturer drawings during
steel bid process.
3.0 Schedule
• PLS CADD design – complete by Dec 13, 2019
Request for Bid Idaho Power Company
Page 2 ECP 020 (2/6/18) C O N F I D E N T I A L
• Steel bid – February 1 through April 30, 2020
• All other design tasks – complete by May 31, 2020
B. Pre Bid Conference
There will not be a pre-bid meeting or conference call for this Project.
C. Key Events and Dates
IPC at its sole discretion, reserves the right to alter the dates listed below and/or add to or remove
scheduled activities.
RFB SCHEDULE
Event Date
RFB Issued Tuesday, July 16, 2019
Last Day for Respondents to Submit Questions Wednesday, July 24, 2019
RFB Proposals Due at 5:00 PM MDT Friday, July 26, 2019
Review and Evaluation of Proposals - Estimated Date- Monday, July 29, 2019
RFB Award Upon signature of contract
D. Deadlines
QUESTIONS
Respondents should carefully review this RFB for questions, clarifications, defects and questionable or
objectionable material. Comments and questions concerning clarifications, defects and questionable or
objectionable material must be submitted through the PowerAdvocate tool to the RFB Coordinator
and must be submitted on or before the date and time specified on the RFB Schedule. No questions
will be accepted after this date.
All questions and their applicable responses will be provided to every Respondent via PowerAdvocate.
Protests based on any omission or error, or on the content of this solicitation, will be disallowed if they
have not been brought to the attention of the RFB Coordinator in the timeframe outlined in this document.
PROPOSALS
All proposals must be received through PowerAdvocate on or before the date and time specified on
the PowerAdvocate bid event.
All copies of the proposal and accompanying documentation become the property of IPC and will not be
returned.
Proposals shall be valid for sixty (60) calendar days from the proposal due date.
Idaho Power Company Request for Bid
C O N F I D E N T I A L ECP 020 (2/6/18) Page 3
E. Contact Information
RFB COORDINATOR
Throughout the duration of the information gathering and proposal process, all questions, submission of
references, responses and other communications concerning this RFB are to be directed through
PowerAdvocate to the RFB Coordinator. Respondent agrees that, during the RFB process and prior to the
response deadline, Respondent shall not discuss this procurement with any IPC employee other than the
designated RFB Coordinator as identified below. Failure to comply with these requirements may result in
Respondent disqualification and elimination from the RFB process.
NAME: Kimberly Lewis
1221 W. Idaho Street
Boise, Idaho 83702
Phone: [phone]
Cell: 208-412-8512
Email: [e-mail]
III. CONTENT OF PROPOSAL
Respondents submitting a proposal need to complete the following:
A. Schedule
Respondent will be required to create and submit a final schedule for this Project with the Proposal. If
Respondent is awarded the Project, the schedule may be attached as Exhibit A to the Statement of Work
(“SOW”).
Respondent will provide Project updates to the Idaho Power designer and the project manager, every two
weeks starting after the effective date of the SOW and continuing until the Project is complete.

There will be design reviews at the following intervals:

30% Submittal:
60% Submittal:
90% Submittal:
90% Print Check:
Design Completion Tuesday, May 31, 2020
B. Total Proposed Price
Complete the “Bid Proposal” datasheet found on the “5. Pricing Data” tab within PowerAdvocate.
Contractor’s price includes all applicable taxes and costs, including, but not limited to, overhead and
markup. Contractor will be responsible for remittance of all federal, state and local taxes applicable to any
compensation or payments paid to Contractor under the contract.
If Respondent is awarded the contract, the bid proposal will become the guaranteed maximum price of
the Statement of Work.
Request for Bid Idaho Power Company
Page 4 ECP 020 (2/6/18) C O N F I D E N T I A L
C. Supplemental Information
Include any additional information that demonstrates your company’s qualifications for successfully
completing this project. Upload any Supplemental Information to the “2. Upload Documents” tab, as the
document type “Technical Information” within PowerAdvocate labeled as “Supporting Material.”
IV. RFB EVALUATION PROCESS
A. RFB Evaluation Team
Bid Responses will not be publicly opened. The bid opening will be in private by the IPC evaluation team.
An IPC evaluation team will determine the proposal that best meets the requirements of this RFB and
provides the best overall value for IPC. Proposals will be evaluated in accordance with the requirements
set forth in this RFB, any addenda that are issued, and any other factor IPC deems appropriate. Based upon
RFB response evaluation and scoring, references, and any subsequent activities identified during the
evaluation process (financial review, etc. that may be required), IPC may identify the top candidate(s) for
further clarifications and/or a Respondent presentation.
Those Respondents whose proposals have not been selected will be notified via notification in
PowerAdvocate, an email or a written letter at the number and address provided in their proposal.
B. RFB Evaluation Criteria
At a minimum, proposals will be evaluated based on the response to this RFB, which may include, but
not be limited to the following criteria:

• Ability to meet requirements
• Thoroughness and feasibility of proposed Work Plan
• Financial stability of company
• Total Cost
• Acceptance IPC’s Contract Documents
• Reputation for thoroughness, credibility, and client responsiveness as demonstrated through
references
• Any other factors deemed appropriate by IPC
C. Form of Contract
IPC directs Respondents to previously executed Professional Services Agreement (and its Exhibits). In the
event IPC decides to move forward with Respondent, Work will be issued on an SOW referencing
previously executed Agreement between IPC and Respondent..
V. GENERAL INFORMATION FOR RESPONDENTS
A. Failure to Comply
Respondent is specifically notified that failure to comply with any part of the RFB may result in
disqualification of the proposal, at IPC’s sole discretion.
Idaho Power Company Request for Bid
C O N F I D E N T I A L ECP 020 (2/6/18) Page 5
B. Contractual Status of Proposals
This RFB has been prepared solely to solicit proposals, and is not a contract offer. This RFB is not binding
on IPC. The only document that will be binding on IPC is a contract duly executed by IPC and the successful
Respondent (if any) after the completion of the selection process and the award and negotiation of a
contract. IPC reserves the right to reject any and all proposals submitted by Respond ents. The issuance
of this RFB does not obligate IPC to purchase any product or services offered by Respondent or any other
entity, or requested herein. Furthermore, IPC may choose, at its sole discretion, to abandon the RFB
process in its entirety. Respondents agree that they submit offers without recourse against IPC, IDACORP
Inc., any of IDACORP Inc.’s affiliates, or any of their respective employees, agents, officers, or directors for
failure to accept an offer for any reason.
C. In Whole or In Part
IPC reserves the right to accept the proposal in whole or in part, and to award to more than one
Respondent. Furthermore, Respondent understands that any “award” by IPC does not obligate IPC in any
way. IPC will not be obligated to any part unless and until IPC executes a definitive agreement between
the parties.
D. Revisions to the RFB
The requirements specified in this RFB reflect those presently known. IPC reserves the right to vary, in
detail, the requirements and/or to issue addenda to the RFB. IPC also reserves the right to cancel or to
reissue the RFB in whole or in part, prior to the execution of a contract, if any. In the event it becomes
necessary to revise any part of the RFB, addenda will be provided to Respondents included in the current
and applicable stage of the RFB.
E. Cost to Propose
Respondent will absorb all costs incurred in responding to this RFB, including without limitation, costs
related to the preparation and presentation of its response. All materials submitted by the Respondent
immediately become the property of IPC. Any exception will require written agreement by both parties
prior to the time of submission.
F. Respondent to Conform with Law
Respondent shall conform in all material respects to all applicable laws, ordinances, rules, and regulations
and nothing in this RFB shall be construed to require IPC or Respondent to act in a manner contrary to
law.
G. Business Conduct Policy
In responding to this RFB, Respondent shall adhere to best business and ethical practices.
Respondent shall adhere to IPC’s Supplier Code of Conduct, available at www.idahopower.com.
H. Proprietary Information—Confidentiality
Respondent acknowledges and agrees that all information obtained or produced in relation to this RFB is
the sole property of IPC and shall not be released or disclosed to any person or entity for any purpose nor
Request for Bid Idaho Power Company
Page 6 ECP 020 (2/6/18) C O N F I D E N T I A L
used for any purpose other than providing a proposal to IPC, without the express written consent of IPC.
Respondent agrees not to make any public comments or disclosures, including statements made
for advertising purposes, regarding the RFB to the media or any other party without the prior
written consent of IPC. In the event Respondent receives any inquiries regarding the RFB from the media
or any other Party, said inquiries shall be forwarded to IPC.
Respondent shall specifically designate and clearly label as “CONFIDENTIAL” any and all material(s) or
portions thereof that they deem to contain proprietary information.
I. Accountability
Respondent whose proposal may be selected in response to this RFB acknowledges that it assumes full
legal responsibility for the accuracy, validity, and legality of the work provided in conformance with this
RFB. Respondent agrees to maintain sufficient resources to perform its obligations.
J. Small Business and Small Disadvantaged Business Program
IPC is committed to the implementation of a Small and Disadvantaged Business Program. It is the intent
of IPC that small business concerns and small businesses owned and controlled by socially and
economically disadvantaged individuals have the opportunity to participate in the performance of
contracts awarded by IPC. Consequently, we request that you indicate your eligibility as a small business
based upon the regulations in Title 13, Code of Federal Regulations, Part 121. (If in doubt, consult the
Small Business Administration Office in your area).
Eligibility as a small disadvantaged business is first based on eligibility as a small business, as noted above.
Second, the business must be majority owned (51 percent or more) and controlled/managed by socially
and economically disadvantaged person(s). The Small Business Administration designated the following
groups as “presumed socially disadvantaged”: Black Americans, Hispanic Americans, Native Americans,
and Asian-Pacific Americans. Other individuals may be found socially disadvantaged and eligible for the
program on a case-by-case basis. If you have any questions, please see 13 CFR 124.1-124.1016 or contact
your local Small Business Administration office.
K. Physical and Electronic Protection
IPC is required by federal law and regulations to protect access to its critical assets, both physical and
electronic. Certain portions of IPC’s premises may have restricted access and may require prior
authorization or an IPC designated escort to all access by IPC contractors.
In the event IPC moves forward with Respondent, IPC will require Respondent to comply with federal,
state, or local laws or regulations, and any applicable IPC policies, standards, and procedures related to
physical security of IPC’s premises prior to performing any work for IPC. These include, but are not limited
to, any policies, standards and procedures requiring drug screening, background checks, and social
security verifications. Should Respondent require access to IPC’s network, or unescorted access to IPC’s
or its customer’s premises as part of the work under a definitive contract, Respondent will not be able to
perform any work for IPC until this criteria has been satisfied. Respondent will also be required to sign
and comply with all IPC forms related to the same.
L. Entire RFB
This RFB and all Exhibits or Attachments within the PowerAdvocate bid event are incorporated herein by
this reference represent the final expression of this RFB. Only information supplied by IPC in writing
Idaho Power Company Request for Bid
C O N F I D E N T I A L ECP 020 (2/6/18) Page 7
through the parties listed herein or by this reference made in the submittal of this RFB shall be used as
the basis for the preparation of Respondent’s proposals.

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