Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
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, (541)786-2039 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: (541) 963-3168 FAX: (541) 962-1058 "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 (541)963-7171 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: bpollard@idahopower.com Phone: 208-388-2309 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: 208-388-2309 Email: bpollard@idahopower.com 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 Pr i v a t e BL M BL M DO E DOE Private 078T0HGTN-STPK 078T1HGTN-LIME 230 240 220 250 260 Huntington I-84 H U N T I N G T O N H W Y W 1ST ST E F U L T O N S T E M A DIS ON S T M A L H E U R L I N E R D LINCOLN STW M A D I S O N S T E J E F F E R S O N S T N L O C K E T T R D W W A S H I N G T O N S T A R T H U R D R E 1ST ST W 7TH AVE 353 E 4TH ST E 6TH ST W 2ND ST E 5TH ST W 6TH AVE W 5TH AV E W 3 R D ST BENSONBIRCHRD E W AS HINGTO N S T E ADAMS S T B A RB A R R D E M O N R O E S T LINCOLN WAY B E N S O N C R K PON Y F ARM R D SNAKERIV E R R D US-30 FRONTAGE R D OLD O R E G O N H W Y 30 84 Huntington Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 6 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community Pr i v a t e BL M 270 290 300 310 280 Lime L A N G LEY R D HUNT I N G T O N H W Y I-84 O L D O R E G O N H W Y SANDHOLLOWRD M A L H EURLINE R D 3 4 2 345 30 30 30 30 84 84 84 LimePad Location Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 7 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community Private BLM 330 320 340 I-8 4 O L D O R E G O N H WY DO M A N R D RYE V A L L E Y L N SISLELYCREEKRD 340 335 338 J O RDA N C R E E K RD G A L E R D STORIE S GULCHRD VALEN TI N E L N LOOKOUT M O UNTAINRD O L D O R E GON H W Y 84 84 Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 8 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community Private BLM 111T3NLSN-QUTZ 111T2NLSN-HGWP 370 10 350 380 360 OLD OREG O N H W Y SHIRTTAILCREEKRD GALE R D I-84 PL A N O R D 330 OLD HWY 3 0 SUITTERRANC H R D FRENCHCRK GOLDHILL R D 84 Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 9 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community 078T4DRKE-QUTZ 078T3DRKE-LIME 410 430 420 400 390 Durkee MANNING CREEK RD I-84 L A N G R D OLD H W Y 3 0 HINDMAN R D OX M A N R A N C H L N D U R KEE RD O L D O R E G O N H W Y VANDECARRD EXPR E S SRD BURNT RIVER CYN LN 327 IR O N M O U N T A I N R D SHA W L N LAW R ENC E CRK 84 Durkee Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 10 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community 430 450 460 440 I-84 O L D H W Y 3 0HILL C R E E K RD UNITYCRK KITCHENCREEKRD HI N D M A N RD TROYRD L A W R E N C E C R K 84 Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 11 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community 470 500 490 480 460 ALDE R C R E E K R D I-84 OLDOREG O N H W Y O L D H W Y 3 0 H I X O N R D 31 7 31 3 DRY C R E E K R D DRY C R E E K C U T O F F R D 84 Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 12 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community Private BLM 078T2QUTZ-BAKR-LIME 078T5QSBK-BAKR 520 510 500 530 E B E L L C R E E K LN OLD H W Y 3 0 DR Y C R E E K R D WSUTTONCRKRD SUTTONCREEKRD OLDOREG O N H W Y I-84 31 3 SCHAFFNER CREEK LN DOUGHE RTY R D 84 Legend Transmission Access Road Structures Idaho Power Ownership Idaho Power ROW Pulling - Tensioning Site Private BLM Military State Tribal USFS 0 1,000 2,000 3,000 4,000 5,000500Feet \\Dallas\gis_projects_nonrelic\Delivery\RegionalOperations\PatrolMaps\Mxds\DetailLineMapBook.mxd Line Date: 4/29/2020 Panel 13 of 13 423 Ontario-QuartzZodiac.GIS.Field_Notes Switch Present PositionOpenClosed Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community 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 kabbott@idahopower.com 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: 208-388-2652 Cell: 208-410-2314 Email: kabbott@idahopower.com 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 2 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 3 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 4 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 5 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 6 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 7 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 8 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 9 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 10 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 11 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 12 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 13 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 14 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 15 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 16 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 17 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 18 of 37 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: 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 19 of 37 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: 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 20 of 37 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, 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 21 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 22 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 23 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 24 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 25 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 26 of 37 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. 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 27 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 28 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 29 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 30 of 37 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): 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 31 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 32 of 37 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, 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 33 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 34 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 35 of 37 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 cybersecurity@idahopower.com and by telephone at (208)388-2927. 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 36 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 37 of 37 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 2023‐2024 Transmission Construction T423 Huntington Quartz General Conditions for Construction Services LGL 139 (3/1/2021) Page 38 of 37 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: 208-388-5667 Cell Phone: 208-869-5997 Ron Piston Environmental Services Office Phone: 208-388-6438 Cell Phone: 208-724-2456 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 (208)388-5667, e-mail ekosydar@idahopower.com Daron Beesley, Project Engineer, Idaho Power (208) 388-6178, e-mail dbeesley@idahopower.com , Contract Administrator, Idaho Power (208) 388-xxxx, e-mail xxxxx@idahopower.com 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 N E R B Y W E I G H T SAND GRAIN SIZE IN MILLIMETERS coarse 3 U.S. SIEVE OPENING IN INCHES 3 4 U.S. SIEVE NUMBERS NV 69 -- 40 140 coarse SILT OR CLAYfinemedium PARTICLE-SIZE DISTRIBUTION REPORT Specimen Identification 8 14 0.108 -- 9.5 -- 3/4 3/8 Classification COBBLES GRAVEL D30D10 D60 10.0 17.5 17.5 12.5 -- -- -- -- 6 60 -- -- -- -- PI%Fines D50 -- -- -- -- -- -- 0.27 -- -- -- -- -- Specimen Identification AG-1 AG-2 AG-3 AG-4 10.0 17.5 17.5 12.5 SS-4 SS-17 SS-28&29 SS-36 NP 30 -- 12 LLMC 80.6 91.7 30.6 88.2 SS-4 SS-17 SS-28&29 SS-36 Prepared By:__________________ 1.0 0.0 22.0 0.0 24 16 301 20020 40 fine 1.5 SILT with SAND (ML) ELASTIC SILT (MH) SILTY SAND with GRAVEL (SM) SILT (ML) -- -- -- -- -- -- 0.675 -- D85 30.3 34.7 22.4 18.3 18.4 8.3 47.4 11.8 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-5 PE R C E N T F I N E R B Y W E I G H T SAND GRAIN SIZE IN MILLIMETERS coarse 3 U.S. SIEVE OPENING IN INCHES 3 4 U.S. SIEVE NUMBERS 37 140 coarse SILT OR CLAYfinemedium PARTICLE-SIZE DISTRIBUTION REPORT Specimen Identification 8 14 0.124 3/4 3/8 Classification COBBLES GRAVEL D30D10 D60 10.0 -- 6 60 -- PI%Fines D50 -- -- -- Specimen Identification AG-5 10.0SS-45 12 LLMC 79.8 SS-45 Prepared By:__________________ 2.0 24 16 301 20020 40 fine 1.5 SILT with SAND (ML)-- -- D85 33.318.2 American Geotechnics PROJECT LOCATION:Baker County, Oregon PROJECT NAME:Line #423 Huntington to QuartzCLIENT:Idaho Power FILE NUMBER:03311 MAPS 3/6&$'''UDZLQJ 3, 3, 3, %( 1 6 2 1 & 5 ( ( . 5 ' ; 1 * *; 6 5L J K W 3 R O H 6 W X E E H G ' X H W R ) L U H ' D P D J H ' 3 0 $ B B 6 * / ' $ ' 7, ( , 1 7 2 ( ; , 6 7 , 1 * / , 1 ( '& ' ( 23 * : 6 3 / , & ( ; , 1 ' , & $ 7 , 9 ( 7/ ; 1 * +) ' ( B $ * / ' $ ' % * / ' $ ' 3 0 $ B B 6 * $ ' +) ' ( B $ * / ' $ ' % * / ' $ ' 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 3, * 3 ' ( B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 / B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 '$9,6*$5<5 /2,6$'$9,6*$5<5 /2,6$ '$9,6*$5<5 /2,6$'$9,6*$5< '$9,6*$5<5 /2,6$ '8 5 %,1 &5 ((.5 ';1 * % ( 1 6 2 1 & 5 ( ( . 5 ' ; 1 * 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 2+*:#%0('56C675 '1223*:#%0('56C675 67,/7$&65#%0('56C675 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, 7 / , 1 ( ; , 1 * +) ' ( B $ * / ' $ ' % * / ' $ ' '& ' ( 7$ 3 7 2 + 8 1 7 , 1 * 7 2 1 : , 1 ' 23 * : 6 3 / , & ( ; , 1 ' , & $ 7 , 9 ( 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) ' ( B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 +) 7 $ 1 B +) 7 $ 1 B ,'$+232:(5& '$9,6* /2,6$ 7/,1(;,1* +17:1'68% 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK !! !! !! !! !! !! !! !! !! ! ! !! !! !! ! ! !! !! !! !! !! !! !! !! ! ! !!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! ! !!!!!! !!!!!! !!!!!! !! !! ! !! !! ! ! ! !! ! ! ! ! ! ! !! !! !! !! !! !! !! !! ! ! ! !! !! !! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !!!!!! !!!!!!!! !!!!!! ! ! !! !! !! !! !! ! ! !!!!! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!! !!!!!! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !!!!!! !!!!!! ! ! ! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! ! !! !! !! !! !! !! !! ! ! ! ! ! !! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! !! !! !! !!!!!! ! ! ! ! ! ! ! ! !! !! !! !! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! !! ! ! ! ! !!!!!! ! ! ! ! "/ "/ "/ "/ "/ "/ Private BLM Huntington I-84 H U N T I N G T O N H W Y E FU LTON ST W 3RD ST E M A DIS ON S T M A L H E U R LIN E R D W M AD I S O N ST E 1 S T ST E JE F F E R S ON S T N L O C K E T T R D E 2 ND S T W WA SH IN GTON ST A RT H U R D RW 7TH AVE 3 5 3 E 6TH ST E 5 TH S T W 6TH AVE W 5TH AV E W JE F F E RS ON ST BENSONBIRCH RD W A DA M S S T E W A S H INGTO N S T B A R B A R R D E M ONR OE ST B ENS ON CRK PONY F A R M R D S N A K E R I V E R RD U S -3 0 FRONTAGE RD OLDOREGON H W Y £¤30 §¨¦84 Huntington260 258 259 261 262 263 264 265 266 267 268 269 U S A SINGH BAHADUR AGAR BREWSTER V & MARY L ETAL IDAHO POWER CO SINGH BAHADUR HOLTZ HELEN U S A AGAR BREWSTER V & MARY L ETAL U S A AGAR BREWSTER V & MARY L ETAL HERRIMAN RICHARD D LIV TR 60% HERRIMAN RICHARD D LIV TR 60% KANYID, LOUIS J BURLEY, BILL M & ALICE A USA BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC KANYID, LOUIS J HUNTINGTON, CITY OF BARBER RANCH, LLC MRT EXPLORATION CO BARBER RANCH, LLC DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A GATEWAY SERVICES HUNTINGTON, CITY OF BURKE, WILLIAM J AFFIANT (OW) AGAR, BREWSTER V & MARY L ETAL BURLEY, ALICE DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A UNION PACIFIC RAILROAD CO UNION PACIFIC RAILROAD CO SR-71, LLC SR-71, LLC UNION PACIFIC RAILROAD CO UNION PACIFIC RAILROAD CO UNION PACIFIC RAILROAD CO USA BLM USA BLM USA BLM BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC HUNTINGTON, CITY OFHUNTINGTON, CITY OF USA BLM USA BLM BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BOKIDES PROPERTIES, LLC BARBER RANCH, LLC BARBER RANCH, LLC BARBER RANCH, LLC BARBER RANCH, LLC BARBER RANCH, LLC BARBER RANCH, LLC DAVIS, GARY R & LOIS ADAVIS, GARY R & LOIS A UNION PACIFIC RAILROAD CO UNION PACIFIC RAILROAD CO DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A USA USA USA USA BLM AGAR, BREWSTER V & MARY L ETAL AGAR, BREWSTER V & MARY L ETAL AGAR, BREWSTER V & MARY L ETAL AGAR, BREWSTER V & MARY L ETAL OREGON PARKS & RECREATION DEPT AGAR, BREWSTER V & MARY L ETALAGAR, BREWSTER V & MARY L ETAL DAVIS, GARY R & LOIS A 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 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: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community !!!!!! !!!!!!! !!!! !! !! !! !! !! !!!!!!!! !!!! !!!! !! !! !!!!!!!! !!!!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !!!!!! !!!!!!!! !!!! !! !! !! !! !! !! !! !!!! !! !! !! ! !!!!!!!!!!! !!!!!!!! !! !! !! !! !! !! ! !! !! !! !!! !! !! !! !!!! !! !! !! !! !! ! !!!! !! !! !! !! !! !! !! !! !! !! !!!!!! !! !! ! !!!!!!!!!!!!!!!!!!!!!!!! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !!!! !!!! !!!!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !!!! !!!!!! !! !! !! !! !! !! !!!! !! !! !! !! !! !!!! !! !! !!!! !!!! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!!!!!!! !!!!!! !!!!!!!! !! !! !! !! ! !! !! !! !! !! !!!!!!!! !!!! !!! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !!!! !!!! !!!! !! !! !! !! !! !! !! !! ! !! !! !!!! !! !! !! !! !! !! !! !! !! !! ! !!!!!! !!!!!! !! !! ! !!!! !!!!!! !!!!!! ! ! !! !! !!!! !!!! "/"/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/"/ "/ "/"/"/"/"/"/"/ "/"/ "/"/"/ Private BLM Lime L A N G L E Y R DHUNTINGTONHWY I-84 O L D O R E G O N H W Y SANDHOLLOWRD MALHEURLIN E R D 34 2 3 4 5 £¤30 £¤30 £¤30 £¤30§¨¦84 §¨¦84 §¨¦84 Lime 270 280 290 300 271 272 273 274 275 276 277 278 279 281 282 283 284 285 286 287 288 289 291 292 293 294 295 296 297 298 299 301 302 303 304 305 306 307 308 309 USA BLM SCHAFFELD, STEVEN W & JERI L HAMMOND RANCH LLC #3 HAMMOND-PEDRO, LLC USA BLM SCHAFFELD, STEVEN W & JERI L SCHAFFELD, STEVEN W & JERI L USA BLM SCHAFFELD, STEVEN W & JERI L USA BLM SCHAFFELD, STEVEN W & JERI L BAKER COUNTY LANGLEY, IVAN BRUCE BAKER COUNTY USA BLM MILLER, JOHN L BAKER COUNTY DAVIS, GARY R & LOIS A ASH GROVE CEMENT CO BAKER COUNTY BAKER COUNTY BUEHLER, JAY & DEL RAE WICK RANCHES, LLC DAVIS, GARY R & LOIS A BOKIDES PROPERTIES, LLC BUEHLER, JAY & DEL RAE HURSH, RUSSELL F TTEE USA BLM DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A OREGON, STATE OF (DOT) USA USA DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A OREGON, STATE OF (HWY) OREGON, STATE OF (HWY) DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A BOKIDES PROPERTIES, LLC DAVIS, GARY R & LOIS A USA DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A DAVIS, GARY R & LOIS A USA BAKER COUNTY BAKER COUNTY BAKER COUNTY BAKER COUNTY BAKER COUNTY BAKER COUNTY BAKER COUNTY BAKER COUNTY BAKER COUNTY JOSEPH, RANDY & LINDA 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 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 !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!! !! !! !! !!!!!!!!!!! !!!! !! !! !!!!!!!!!!!!!!!!! !! ! !! !! !! !! !! ! ! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !!!! !!!! !! !! !!!! !! !! !!!! !! !! !!!!!! !! !! !!!!!! !! !!!! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! ! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !!!! ! ! !! !! !!! ! !! ! ! !! ! ! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !!!!!!!!!! !!!!!! !!!!!!!! !!!! !!!!!! !! !! !! !! !!!! !! !!!!!!!! !! !! ! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! !! !! !! ! !!!!!!!!!!!! !!!!!!! !! !! !! !!!!!!!! !!!!!!!! !! !! !! !! !! !! !! !! !! !! !!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!!! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !!!! ! !! !! ! !! !! !! !! !!!!! !! !! !!!!!! !!!! !! !! !!!! !! !! "/"/"/"/"/ "/"/"/"/ "/ "/ "/ "/"/ "/ "/ "/ "/ "/ "/ "/ "/ "/ Private BLM I-8 4 O L D O R E G O N HWY D O M A N R DRYE VALLEY LN SISLELYCREEKRD 3 4 0 3 3 5 3 3 8 J O R D A N C R E E K RD GALE RD STORIES GULCH RD V A L E N TI N E L N LOOKOUTMOUNTAINRD O L D O R E G O N HWY §¨¦84 §¨¦84 310 320 330 340 311 312 313 314 315 316 317 318 319 321 322 323 324 325 326 327 328 329 331 332 333 334 335 336 337 338 339 341 342 343 344 345 346 BLOOMER, GARY E TTEE WICK LAND & CATTLE, LLC BLOOMER, GARY E TTEE WICK LAND & CATTLE, LLC WICK LAND & CATTLE, LLC WICK LAND & CATTLE, LLC OREGON, STATE OF (DOT) WICK LAND & CATTLE, LLC DOMAN, LINDA J USA BLM USA BLM DOMAN, LINDA J BLOOMER, GARY E TTEE HAMMOND-PEDRO, LLCUSA BLM DOMAN, LINDA J LDMA-AU, INC BLOOMER, GARY E TTEE LDMA-AU,INC SCHAFFELD, STEVEN W & JERI L USA BLM SCHAFFELD, STEVEN W & JERI L HAMMOND-PEDRO, LLC SCHAFFELD, STEVEN W & JERI L LANGLEY, EARL V & BONNIE JHAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND RANCH LLC #3 HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC OREGON, STATE OF (DOT) HAMMOND-PEDRO, LLC USA BLM USA BLM USA BLM USA BLM LOVEJOY, LOREN A LOVEJOY, LOREN A WICK LAND & CATTLE, LLC WICK LAND & CATTLE, LLC WICK LAND & CATTLE, LLC WICK LAND & CATTLE, LLC WICK LAND & CATTLE, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC USA BLM USA BLM USA BLM USA BLM USA BLM HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC HAMMOND-PEDRO, LLC OREGON, STATE OF OREGON, STATE OFSCHAFFELD, STEVEN W & JERI L SCHAFFELD, STEVEN W & JERI L WICK LAND & CATTLE, LLC BIGGERSTAFF, JULIA BIGGERSTAFF, JULIA BIGGERSTAFF, JULIA DOMAN, LINDA J LANGLEY, JUDITH S ETAL WICK 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 !! !! !! !! !! !! !! !! !! !! ! ! !!!! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !!!!!! !! !! ! ! ! ! ! ! !!! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! ! !! !! !! !! !! !! !! !!!! !!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !!!! ! ! !!! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!! !! !! !! ! ! ! ! !! !! ! ! ! ! !!! !! !! !! !! !! !! !! !! !! ! !! !! !! !!!!!!! !!!!!! !! !! !! !! !!!!!!! !!!!!!!!!! !! !! !! !! !! ! ! ! !! !! !! !! !! !! !! ! !! !! !! ! !! !! !!!! ! ! ! ! ! !!!!!! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! !! !!!!! !!!! !! !! !! !! !! !! !! ! !!!!!! !!!!!! !!!!!! !! !! !! !! !! !! !! ! !! !!!! !! !! !! !! !! ! !! !! !!!!!!!!!!! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!! !! !! !! !! !!! !! !! !! !! !! ! ! !! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ Private BLM 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 G A L E R D I -8 4 P L A N O RD 3 3 0 O L D H W Y 3 0 SUITTER R A N C H R D FRENCH CRK G O L D HILL R D §¨¦84 350 360 370 380 346 347 348 349 351 352 353 354 355 356 357 358 359 361 362 363 364 365 366 367 368 369 371 372 373 374 375 376 377 378 379 381 382 383 384 385 386 387 388 OREGON, STATE OF (HWY) ZIKMUND, WILLIAM J TTEE ETAL USA BLM ZIKMUND, WILLIAM J TTEE ETAL SMULL, DALE & SHARRY BLOOMER, GARY E & KATHY JO BLOOMER, TED W & DIANE G TTEE LAZY S OVER 7 INC BLOOMER, GARY E TTEE BLOOMER, TED W & DIANE G TTEE BUNCH, JEAN L TTEE VAUGHAN FAMILY LAND & CATTLE BUNCH, RODD D TTEE ETAL USA BLM USA BLM AIR FACILITIES USA BLM OREGON, STATE OF ASH GROVE CEMENT CO ASH GROVE CEMENT CO GANNON, THOMAS C ETAL ASH GROVE CEMENT CO OREGON, STATE OF (HWY) USA BLM MURPHY, PAM A LEE T DIAMOND BAR, LLC T DIAMOND BAR, LLC WICK LAND & CATTLE, LLC BLOOMER, GARY E TTEE USA BLM USA BLM JONES, GEORGE & BEVERLY WICK LAND & CATTLE, LLC USA MURPHY, PAM A LEE WICK LAND & CATTLE, LLC MURPHY, PAM A LEE USA BLM WICK LAND & CATTLE, LLC BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE USA BLM USA BLM BLOOMER, GARY E TTEE BLOOMER, GARY E TTEE BLOOMER, GARY E TTEE LAZY S OVER 7 INC LAZY S OVER 7 INC LAZY S OVER 7 INC LAZY S OVER 7 INC RHUMAN, DONALD BLOOMER, GARY E TTEE BLOOMER, GARY E TTEE ASH GROVE CEMENT COASH GROVE CEMENT CO ASH GROVE CEMENT CO T DIAMOND BAR, LLC T DIAMOND BAR, LLC SUITTER, NATHAN H & FRANCES F SUITTER, NATHAN H & FRANCES F USA BLM USA BLM USA BLM USA BLM USA BLM VAUGHAN FAMILY LAND & CATTLE VAUGHAN FAMILY LAND & CATTLE VAUGHAN FAMILY LAND & CATTLE USA BLM USA BLM LAZY S OVER 7 INC BUNCH, RODD D TTEE ETAL USA BLM WICK LAND & CATTLE, LLC BLOOMER, TED W & DIANE G TTEE BLOOMER, TED W & DIANE G TTEE BLOOMER, TED W & DIANE G TTEE BLOOMER, TED W & DIANE G TTEE 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 !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !! ! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !!! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !!!! !! !! !!! !! !! ! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! !!!!!! !! ! !! !! !! !! !! !! !! !!!!!!!!!!!!!! !! !! !! !! ! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !!!!!!! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !!!! !!!! !! !! !! ! !! ! !! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !! ! !! !!!! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! ! ! ! ! !!!!!!!"/ "/ "/ "/"/ "/ "/ "/ MANNING CREEK RD O L D H W Y 3 0 I-8 4 L A N G RD HINDMA N RD O XM A N RA NC H LN VANDECARRD E X P R E S S R D B U R N T RIVER CYN LN 3 2 7 I R O N M O U N T A I N R D SHAW LN LAWRENCE C R K §¨¦84 390 400 410 420 387 388 389 391 393 394 395 396 398 399 401 402 403 404 405 406 407 408 409 411 412 413 414 415 416 417 418 419 421 422 423 424 425 426 427 428 429 TROY, HELEN M TTEE FLACK DURKEE LP M R KING RANCHES INC USA BLM FLACK DURKEE LP USA BLM ASH GROVE CEMENT CO WIRTH, ELWOOD G & SUE E SMULL, JARED L & AMANDA L ALFORD, JOSEPH E & TONI I HINDMAN, BONNIE S WINKLE, FAYE ETAL SMULL, JARED & AMANDA LOHNER- USA BLM SMULL, JARED L NYSSA CO-OP SUPPLY, INC PROUTY, WESLEY SMULL, JARED L & AMANDA L HUNTINGTON FLACK LLC NYSSA CO-OP SUPPLY, INC FORTIN, MARK E & GERIE L MCCART, TRACY W & CRISTINA M ZIKMUND, ALAN E & DEBBIE L ROSIN, DWIGHT W & JANICE A BLUDWORTH, THOMAS H WRIGHT, TYLER ETAL CORONA, WILLIAM A & VERLEE I BUNCH, LEVI A BLUDWORTH, THOMAS H & MARIA N BLUDWORTH, THOMAS H & MARIA N OREGON, STATE OF (HWY) HINDMAN, DONALD C TTEE ETAL KESTER, CHARLES H ETAL KESTER, CHARLES H & PENNY ZIKMUND, WILLIAM J TTEE ETAL ZIKMUND, WILLIAM J TTEE ETAL BUNCH, RODD D TTEE ETAL OWEN, RICHARD B & GEORGIA TTEE VAUGHAN FAMILY LAND & CATTLE BLOOMER, TED W & DIANE G TTEE BUNCH, RODD D TTEE ETAL SMULL, DALE & SHARRY BLOOMER, TED W & DIANE G TTEE FLACK DURKEE LP FLACK DURKEE LP SMULL, DALE & SHARRY SMULL, DALE & SHARRY SMULL, DALE & SHARRY SMULL, DALE & SHARRY SMULL, DALE & SHARRY SMULL, DALE J & SHARRY L SMULL, DALE J & SHARRY L USA BLM USA BLM USA BLM USA BLM M R KING RANCHES INC M R KING RANCHES INC USA BLM USA BLM USA BLM M R KING RANCHES INCM R KING RANCHES INC M R KING RANCHES INC SCHUCK, ELIZABETH SCHUCK, ELIZABETH SCHUCK, ELIZABETH SCHUCK, ELIZABETH SCHUCK, ELIZABETH M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC M R KING RANCHES INC BATES, CHARLES L BATES, CHARLES L BATES, BETTY L TTEE BATES, BETTY L TTEE PIERSON, BILLE J & TED F PIERSON, BILLE J & TED F PIERSON, BILLE J & TED F ZIKMUND, WILLIAM J TTEE ETAL BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE BUNCH, JEAN L TTEE SAPPE, DEAN & NICOLE SAPPE, DEAN & NICOLE VAUGHAN, KATHRYN (LE) VAUGHAN, KATHRYN (LE) SIDDOWAY, BERT & TERRI SIDDOWAY, BERT & TERRI SIDDOWAY, BERT & TERRI SIDDOWAY, BERT & TERRI SIDDOWAY, BERT & TERRI WINKLE, FAYE ETAL WINKLE, FAYE ETAL HUNTINGTON FLACK LLC ETAL HUNTINGTON FLACK LLC ETAL COPHER, ROBERT W & DENISE COPHER, ROBERT W & DENISE WIRTH, ELWOOD & SUE WIRTH, ELWOOD & SUEKING, GARY G KING, GARY G SMULL, DALE & SHARRY SMULL, DALE & SHARRY HINDMAN, DONALD C TTEE ETAL HINDMAN, DONALD C TTEE ETAL BLOOMER, TED W & DIANE G TTEE BLOOMER, TED W & DIANE G TTEE BLOOMER, TED W & DIANE G TTEE USA BLM USA BLM WICKETT, WAYNE & ROBERTA BLUDWORTH, THOMAS H & MARIA NFORTIN, MIKE E & CINDY C FORTIN, MIKE 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 !! !! !! !! !! !! !! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! !! !!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! "/ "/ "/ I-84 OLD H W Y 30 HILL C R E E K R D UNITYCRK KITCHENCREEKRD H I N D M A N R D TROYRD L A W R E N C E C R K §¨¦84 430 440 450 460 429 431 432 433 434 435 436 437 438 439 441 442 443 444 445 446 447 448 449 451 452 453 454 455 456 457 458 459 M R KINGRANCHES INC USA BLM BROKEN SPURRANCH, LLC M R KINGRANCHES INC USA BLM M R KINGRANCHES INC TROY, HELENM TTEE ETAL USA USA BLM TROY, HELENM TTEE TROY, HELENM TTEE ETAL TROY, G WAYNE& HELEN (LE) TROY,HELENM TTEE USA M R KINGRANCHES INC M R KINGRANCHES INC TROY, HELENM TTEE ETAL TROY, HELENM TTEE ETAL USA KERBYRANGELAND,INC M R KINGRANCHES INC OREGON,STATE OF USA M R KINGRANCHES INC PIERSON, BILLEJ & TED F TROY, HELENM TTEE TROY, HELENM TTEE ETAL TROY,HELEN MTTEE ETAL TROY, HELENM TTEE ETAL TROY, HELENM TTEE ETAL TROY, HELENM TTEE ETAL TROY, HELENM TTEE TROY,HELENM TTEETROY, HELENM TTEE TROY, HELENM TTEE TROY, HELENM TTEE TROY, HELENM TTEE MCCALL,LELAND RTTEE ETAL MCCALL,LELAND RTTEE ETAL TROY, HELENM TTEE TROY, HELENM TTEE TROY, HELENM TTEE M R KINGRANCHES INC M R KINGRANCHES INC M R KINGRANCHES INC TROY, HELENM TTEE TROY, HELENM TTEE MCCALL,LELAND RTTEE ETAL MCCALL,LELAND RTTEE ETAL MCCALL,LELAND RTTEE ETAL MCCALL,LELAND RTTEE ETAL USA USA SMULL,DALE &SHARRY SMULL, DALEJ & SHARRY L USA BLM USA BLM USA BLM USA USA TROY, HELENM TTEE 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 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 !! !! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! ! !! !! !! !! !!! !! !! ! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! !! !! !! ! ! ! ! ! ! !! !! !! !! ! !! !! ! ! ! ! ! ! !! !! ! !! !! ! !! !! ! ! ! ! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! ! ! ! ! ! ! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! ! ! ! ! ! !! !! !! !! !!!! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! !! !! !! !! "/ "/ "/ "/ "/ "/"/ "/ A L D E R C R E E K R D I-84 OLDOREGON H W Y O L D HW Y30 H I X O N R D 3 1 7 3 1 3 D R Y CREEK RD D R Y C R E E K C U T O F F R D §¨¦84 460 470 480 490 500 459 461 462 463 464 465 466 467 468469 471 472 473 474 475 476 477 478 479 481 482 483 484 485 486 487 488 489 491 492 493 494 495 496 497 498499 501 BROKEN SPURRANCH, LLC HAT BRAND LAND& LIVESTOCK,LLC USA BLM USA BLM TROY, HELENM TTEEUSA BLM BAHPROPERTIES,LLC USA BLM P V RANCHETAL USA BLM TROY,HELENM TTEE TROY, HELENM TTEE TROY, HELENM TTEE ETAL TROY,HELENM TTEE TROY, G WAYNE& HELEN (LE) TROY, HELENM TTEE TROY, G WAYNE& HELEN (LE) TROY, G WAYNE &HELEN (LE)ETAL TROY, GWAYNE &HELEN (LE) TROY, HELENM TTEE TROY, GWAYNE &HELEN (LE) ALDER CREEKFARM, LLC USA BLMBROKEN SPURRANCH, LLC USA BLM TROY, HELENM TTEE BROKEN SPURRANCH, LLC USA BLM USA BLMUSA BLM OREGON,STATE OF TROY, G WAYNE &HELEN ETAL LE OREGON,STATE OF( HWY ) TROY, HELENM TTEE USA BLM P V RANCHETAL P VRANCH ETAL P V RANCHETAL BROKEN SPURRANCH, LLC BROKEN SPURRANCH, LLC NELSON, DEANL, REX O& SUSAN NELSON, DEAN L,REX O & SUSAN USA BLM USA BLM USA BLM GS CATTLERANCH, LLC GS CATTLERANCH, LLC GS CATTLERANCH, LLC GS CATTLERANCH, LLC SIEFKES,SIEGFRIED &CATHERINE REESE,THOMAS M REESE,THOMAS M BAISLEY, IDASUE TTEE OW BAISLEY,IDA SUETTEE OW BAISLEY, IDASUE TTEE OW TROY, HELENM TTEE TROY, HELENM TTEE TROY,HELENM TTEE ALDER CREEKFARM, LLC ALDER CREEKFARM, LLC ALDER CREEKFARM, LLC ALDER CREEKFARM, LLC ALDER CREEKFARM, LLC P V RANCHETAL P V RANCHETAL BAKER COUNTY BAKER COUNTY USA BLM USA BLM USA BLM USA BLM TROY, G WAYNE& HELEN (LE)TROY, G WAYNE& HELEN (LE) OREGON,STATE OF(DOT) TROY, HELENM TTEE TROY, HELENM TTEE TROY,HELENM TTEE TROY, HELENM TTEE 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 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 ! ! !! ! !!! ! !! ! ! ! ! ! ! ! ! !! ! ! ! ! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !! ! !! !! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! ! ! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! ! ! ! !! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! ! !! !! !! !! ! !! !! !! !!!! !! !! !! !! !! ! !! !! ! !! !! !! !! !! !! "/ "/ Private BLM E B E L L C R E E K L N OLD HWY 30 D RY C REEK R D W SUTTON CRK RD SUTTON CREEK RD O L DOREGON H W Y I-84 3 1 3 SCHAFFNER CREEK LN D O U G H E R TY R D §¨¦84 500 510 520 530 493 494 495 496 497 498499 501 502 503 504 505 506 507 508 509 511 512 513 514 515 516 517 518 519 521 522523 524 525 526 527 528 529 531 532 533 534 535 536 537 538 HAT BRAND LAND& LIVESTOCK,LLC USA TRINDLELAND, LLC BAKER VALLEYENTERPRISES, INC TRINDLELAND, LLC TRINDLELAND, LLC IRMINGER,ANCIL A TTEE IRMINGER,ANCIL A TTEE BAKER SANITARYSERVICE, INC BRITT, TONYR & BENITA L HAT BRAND LAND& LIVESTOCK,LLC OLNEY, DAVIDI TRUSTEE JOHNSON,SAMUEL T& HEIDI M USA BLM NELSON,DEAN L, REXO & SUSAN USA BLM RUFENACHT LAND& CATTLE CO INC RUFENACHT LAND& CATTLE CO INC HAT BRAND LAND& LIVESTOCK,LLC BROKEN SPURRANCH, LLC USA BLM HAT BRAND LAND& LIVESTOCK,LLC RICH, OPAL CTRUST ETAL OREGON,STATE OF USA BLM OREGON,STATE OF HAT BRAND LAND& LIVESTOCK,LLC MARKS, JAMESE & KELLI L NICHOLS,EDWARD G& SHERRY A HAT BRAND LAND& LIVESTOCK,LLCHAT BRAND LAND& LIVESTOCK,LLC LEDBETTER.ROBERTL ETAL HAT BRAND LAND& LIVESTOCK,LLC WALTER, THOMAS& ROBERTA ETAL BAHPROPERTIES,LLC USA BLM USA BLM USA BLM JOSEPH, WADECHARLES COOMER, MARKR & BEVERLY K SUTTON CREEKCATTLE CO, LLC SUTTON CREEKCATTLE CO, LLC FREEMAN ANGUSRANCH, INC FREEMAN ANGUSRANCH, INC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC P V RANCHETAL BROKEN SPURRANCH, LLC USA BLM USA BLM USA BLM GS CATTLERANCH, LLC GS CATTLERANCH, LLC GS CATTLERANCH, LLC EBELL, JOHNEBELL, JOHN NICHOLS,EDWARD GEORGETTE ETAL NICHOLS,EDWARDGEORGE TTE ETAL HAT BRAND LAND& LIVESTOCK,LLCRADABAUGH,JODIE M& KEITH MYERS, FRED& JARMA WALTER, THOMAS& ROBERTA ETAL WALTER, THOMAS& ROBERTA ETAL WALTER, THOMAS& ROBERTA ETAL DOBBEL, JOHN W& KATHLEEN K BOBO, KEITH& CAROLYN BOBO, KEITH& CAROLYN HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,LLC HAT BRAND LAND& LIVESTOCK,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 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 !! !! !! !! !! !! !! !! !! ! ! !! !! !! ! ! !! !! !! !! !! !! !! !! ! ! !!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! ! !!!!!! !!!!!! !!!!!! !! !! ! !! !! ! ! ! !! ! ! ! ! ! ! !! !! !! !! !! !! !! !! ! ! ! !! !! !! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !!!!!! !!!!!!!! !!!!!! ! ! !! !! !! !! !! ! ! !!!!! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!!!! !!!!!! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !!!!!! !!!!!! ! ! ! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! ! !! !! !! !! !! !! !! ! ! ! ! ! !! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! !! !! !! !!!!!! ! ! ! ! ! ! ! ! !! !! !! !! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! !! ! ! ! ! !!!!!! ! ! ! ! "/ "/ "/ "/ "/ "/ Private BLM Huntington I-84 H U N T I N G T O N H W Y E FU LTON ST W 3RD ST E MA DISO N S T M A L H E U R LIN E R D W M AD I S O N ST E 1 S T ST E J EF FE R SO N ST N L O C K E T T R D W W AS HINGTO N ST A RT H U R D RW 7TH AVE 3 5 3 E 4TH S T E 6TH ST E 5 TH S T W 6TH AVE W 5TH AV E W JE F F E RS ON ST BENSONBIRCH RD W A DA M S S T E W A S HING TON S T E A DAMS S T B A R B A R R D LINCOLN WAY B ENS ON CRK PONY F A R M R D S N A K E R I V E R R D U S -3 0 FRONTAGE RD OLDOREGON H W Y £¤30 §¨¦84 Huntington260 258 259 261 262 263 264 265 266 267 268 269 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 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 !!!!!! !!!!!!! !!!! !! !! !! !! !! !!!!!!!! !!!! !!!! !! !! !!!!!!!! !!!!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !!!!!! !!!!!!!! !!!! !! !! !! !! !! !! !! !!!! !! !! !! ! !!!!!!!!!!! !!!!!!!! !! !! !! !! !! !! ! !! !! !! !!! !! !! !! !!!! !! !! !! !! !! ! !!!! !! !! !! !! !! !! !! !! !! !! !!!!!! !! !! ! !!!!!!!!!!!!!!!!!!!!!!!! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !!!! !!!! !!!!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !!!! !!!!!! !! !! !! !! !! !! !!!! !! !! !! !! !! !!!! !! !! !!!! !!!! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!!!!!!! !!!!!! !!!!!!!! !! !! !! !! ! !! !! !! !! !! !!!!!!!! !!!! !!! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !!!! !!!! !!!! !! !! !! !! !! !! !! !! ! !! !! !!!! !! !! !! !! !! !! !! !! !! !! ! !!!!!! !!!!!! !! !! ! !!!! !!!!!! !!!!!! ! ! !! !! !!!! !!!! "/"/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/"/ "/ "/"/"/"/"/"/"/ "/"/ "/"/"/ Private BLM Lime LA NGLE Y R D HUNTINGTON HWYI-84 O L D O R E G O N H W Y SANDHOLLOWRD MALHEURLIN E R D 3 4 2 3 4 5 £¤30 £¤30 £¤30 £¤30 §¨¦84 §¨¦84 §¨¦84 Lime 270 280 290 300 271 272 273 274 275 276 277 278 279 281 282 283 284 285 286 287 288 289 291 292 293 294 295 296 297 298 299 301 302 303 304 305 306 307 308 309 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 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 !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!! !! !! !! !!!!!!!!!!! !!!! !! !! !!!!!!!!!!!!!!!!! !! ! !! !! !! !! !! ! ! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !!!! !!!! !! !! !!!! !! !! !!!! !! !! !!!!!! !! !! !!!!!! !! !!!! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! ! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !!!! ! ! !! !! !!! ! !! ! ! !! ! ! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !!!!!!!!!! !!!!!! !!!!!!!! !!!! !!!!!! !! !! !! !! !!!! !! !!!!!!!! !! !! ! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! !! !! !! ! !!!!!!!!!!!! !!!!!!! !! !! !! !!!!!!!! !!!!!!!! !! !! !! !! !! !! !! !! !! !! !!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!!! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !!!! ! !! !! ! !! !! !! !! !!!!! !! !! !!!!!! !!!! !! !! !!!! !! !! "/"/"/"/"/ "/"/"/"/ "/ "/ "/ "/"/ "/ "/ "/ "/ "/ "/ "/ "/ "/ Private BLM I-8 4 O L D O R E G O N HWY D O M A N R D R Y EVALLEYLN SISLELYCREEKRD 3 4 0 3 3 5 3 3 8 J O R D A N C R E E K RD G A L E R D STORIES GULCHRD V A L E N TI N E L N LOOKOUTMOUNTAINRD OLD O R E G O N H W Y §¨¦84 §¨¦84 310 320 330 340 311 312 313 314 315 316 317 318 319 321 322 323 324 325 326 327 328 329 331 332 333 334 335 336 337 338 339 341 342 343 344 345 346 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: Copyright:© 2013 National Geographic Society, i-cubed !! !! !! !! !! !! !! !! !! !! ! ! !!!! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !!!!!! !! !! ! ! ! ! ! ! !!! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! ! !! !! !! !! !! !! !! !!!! !!!!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !!!! ! ! !!! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!! !! !! !! ! ! ! ! !! !! ! ! ! ! !!! !! !! !! !! !! !! !! !! !! ! !! !! !! !!!!!!! !!!!!! !! !! !! !! !!!!!!! !!!!!!!!!! !! !! !! !! !! ! ! ! !! !! !! !! !! !! !! ! !! !! !! ! !! !! !!!! ! ! ! ! ! !!!!!! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !!!!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! !! !!!!! !!!! !! !! !! !! !! !! !! ! !!!!!! !!!!!! !!!!!! !! !! !! !! !! !! !! ! !! !!!! !! !! !! !! !! ! !! !! !!!!!!!!!!! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!!!!! !! !! !! !! !!! !! !! !! !! !! ! ! !! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ "/ P r i v a t e B L M O L D O R E G O N H W Y SHIRTTAILCREEKRD G A L E R D I -8 4 P L A N O RD 3 3 0 O L D H W Y 3 0 SUITTER R A N C H R D FRENCH CRK G O L D HILL R D §¨¦84 350 360 370 380 346 347 348 349 351 352 353 354 355 356 357 358 359 361 362 363 364 365 366 367 368 369 371 372 373 374 375 376 377 378 379 381 382 383 384 385 386 387 388 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: Copyright:© 2013 National Geographic Society, i-cubed !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !! ! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !!! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !!!! !! !! !!! !! !! ! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! !!!!!! !! ! !! !! !! !! !! !! !! !!!!!!!!!!!!!! !! !! !! !! ! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !!!!!!! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !!!! !!!! !! !! !! ! !! ! !! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! !! ! !! !!!! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! ! ! ! ! !!!!!!!"/ "/ "/ "/"/ "/ "/ "/ Durkee M A N N I N G C R E E K RD O L D H W Y 3 0 I-8 4 L A N G R D H I N D M A N R D OXMAN RANCH LN DURKEE RD O L D O R E G O N H W Y VANDECARRD E X P R E S SRD B U R N T RIVER CYN LN 3 2 7 I R O N M O U N T A I N R D SHAW LN LAWRENCE C R K §¨¦84 Durkee 390 400 410 420 387 388 389 391 392 393 394 395 396 397 398 399 401 402 403 404 405 406 407 408 409 411 412 413 414 415 416 417 418 419 421 422 423 424 425 426 427 428 429 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: Copyright:© 2013 National Geographic Society, i-cubed !! !! !! !! !! !! !! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! !! !!! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! "/ "/ "/ I-84 O L D H W Y 3 0HILL C R E E K RD UNITYCRK KITCHENCREEKRD H I N D M A N RD TROYRD L A W R E N C E C R K §¨¦84 430 440 450 460 429 431 432 433 434 435 436 437 438 439 441 442 443 444 445 446 447 448 449 451 452 453 454 455 456 457 458 459 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 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 !! !! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! ! ! !! !! !! !! !!! !! !! ! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! ! ! ! ! !! !! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! ! ! ! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! ! ! ! ! ! ! ! !! !! !! ! ! ! ! ! ! !! !! !! !! ! !! !! ! ! ! ! ! ! !! !! ! !! !! ! !! !! ! ! ! ! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! ! ! ! ! ! ! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! ! ! ! ! ! !! !! !! !! !!!! !! !! ! ! ! ! ! ! ! ! ! ! ! ! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! ! ! ! ! ! !! !! !! !! "/ "/ "/ "/ "/ "/"/ "/ AL D E R C R E E K R D I-84 OLDOREGON H W Y O L D H W Y 3 0 H I X O N R D 3 1 7 3 1 3 D R Y CREEK RD D R Y C R E E K C U T O F F R D §¨¦84 460 470 480 490 500 459 461 462 463 464 465 466 467 468469 471 472 473 474 475 476 477 478 479 481 482 483 484 485 486 487 488 489 491 492 493 494 495 496 497 498499 501 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 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 ! ! !! ! !!! ! !! ! ! ! ! ! ! ! ! !! ! ! ! ! !! !!!! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! ! ! !! !! !! !! ! !! !! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! ! !! !! ! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! !! !! !! !! !! !! !! !! !! ! ! ! ! ! ! ! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! !! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! !! !! ! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! ! !! !! !! !! ! ! ! ! !! ! ! ! ! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !! !!!! ! !! !! !! !! ! !! !! !! !!!! !! !! !! !! !! ! !! !! ! !! !! !! !! !! !! "/ "/ Private BLM E B E L L C R E E K L N OLD HWY 30 D RY C REEK R D W SUTTON CRK RD SUTTONCREEKRD O L DOREGON H W Y I-84 3 1 3 SCHAFFNER CREEK LN D O U G H E R TY R D §¨¦84 500 510 520 530 493 494 495 496 497 498499 501 502 503 504 505 506 507 508 509 511 512 513 514 515 516 517 518 519 521 522 523 524 525 526 527 528 529 531 532 533 534 535 536 537 538 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: Copyright:© 2013 National Geographic Society, i-cubed 7(&+1,&$/63(&,),&$7,216 /,1(+817,1*72148$57=/,1(5(%8,/' /,1( 3URMHFW,'7:2 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 9HUVLRQ5HYLVLRQ -XQH >ŝŶĞŽŶƐƚƌƵĐƚŝŽŶ^ƉĞĐͺ>/EηϰϮϯ͘ĚŽĐdž ,1'(;727+($57,&/(62)7+(63(&,),&$7,216 3$*( 766&23(2):25.$1'*(1(5$/5(48,5(0(176 76'(),1,7,216 766859(<6$1'/$<2872):25. 76&225',1$7,21&216758&7,216&+('8/($1'5(32576 76$&&(6652$'6 7629(5+($'&5266,1*6 7632/(6$1'),;785(6 76,168/$7256$1',168/$725+$5':$5( 76&21'8&725675,1*,1* 766$**,1*&21'8&7256 76&/,33,1*,1 76-803(56 76&21'8&72563/,&(6$1''($'(1'6 76&21'8&7255(3$,56 76&21'8&725&/($1,1* 76&21'8&7259,%5$7,21'$03(56 7629(5+($'*5281':,5( 7629(5+($'*5281':,5(237,&$/*5281':,5('$03(56 76*5281',1*2))(1&(6%8,/',1*6$1'27+(50(7$/2%-(&76 ϭ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ 76 6&23(2):25.$1'*(1(5$/5(48,5(0(176 $6FRSHRI:RUN 7KHVH6SHFLILFDWLRQVWRJHWKHUZLWKWKHGUDZLQJVDJUHHPHQWVJHQHUDOFRQGLWLRQV DQGDOOHDVHPHQW)HGHUDO6WDWHDQG3ULYDWHVWLSXODWLRQVDSSO\WRDQGDUHSDUW RI WKH FRQVWUXFWLRQ FRQWUDFW IRU WKH ,GDKR 3RZHU &RPSDQ\ 2ZQHU SURMHFW WR UHEXLOG WKH N9 7UDQVPLVVLRQ /LQH IURP +XQWLQJWRQ WR 4XDUW] ZLWK VWHHO VWUXFWXUHV7KHFRQVWUXFWLRQZLOOEHGLYLGHGLQWRWZRVHFWLRQVWREHFRPSOHWHGLQ \HDUV3DQG4 x6HFWLRQ LQ 3 ZLOO EH WR UHEXLOG DSSUR[LPDWHO\ PLOHV RI OLQH IURP +XQWLQJWRQ6WUWRWKH1HOVRQ7DS6WU7KLVVHFWLRQZLOOLQYROYH UHSODFLQJVWUXFWXUHVDQGLQVWDOOLQJWKUHHSKDVHFRQGXFWRUVDQGWZR VKLHOGZLUHV7KHSKDVHFRQGXFWRUVZLOOEH$&65³67,/7´DQGWKH 6KLHOG:LUHVZLOOEHRQH´(+66WHHODQGRQH23*:³'12´ x6HFWLRQLQ4ZLOOEHWRUHEXLOGDSSUR[LPDWHO\PLOHVRIOLQHIURPWKH 1HOVRQ7DS6WUWRWKH4XDUW]6XEVWDWLRQ6WU7KLVVHFWLRQZLOO LQYROYHUHSODFLQJVWUXFWXUHVDQGLQVWDOOLQJWKUHHSKDVHFRQGXFWRUV DQGWZRVKLHOGZLUHV7KHSKDVHFRQGXFWRUVZLOOEH$&65³67,/7´ DQGWKH6KLHOG:LUHVZLOOEHRQH´(+66WHHODQGRQH23*: ³'12´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Ϯ /L Q H & R Q V W U X F W L R Q 6 S H F B / , 1 ( G R F [ /, 1 ( & 2 1 6 7 5 8 & 7 , 2 1 6 8 % 0 , 7 7 $ / 6 & + ( ' 8 / ( >ŝ Ŷ Ğ ͗ Wƌ Ž ũ Ğ Đ ƚ / ͗ tŽ ƌ Ŭ K ƌ Ě Ğ ƌ ͗ Wƌ Ž ũ Ğ Đ ƚ > Ğ Ă Ě Ğ ƌ ͗ Ž Ŷ ƚ ƌ Ă Đ ƚ D Ă Ŷ Ă Ő Ğ ƌ ͗ ƌ Ğ ǁ & Ž ƌ Ğ ŵ Ă Ŷ ͬ Ž Ŷ ƚ ƌ Ă Đ ƚ Ž ƌ ͗ ^W ^ d / K E ^h D / d d > ^ Z / W d / K E ^ Z / W d / K E ͬ E ' / E Z K D D E d ^ t, E d K ^ h D / d W W Z dz W d^ Ͳ ϰ ͘ K h d ' W > E Ϯ t < W Z / K Z d K K h d ' W> d^ Ͳ ϰ ͘ K E ^ d Z h d / K E W > E d W Z K E W> d^ Ͳ ϰ ͘ K E ^ d Z h d / K E ^ , h > d W Z K E W> d^ Ͳ ϰ ͘ t < > z W Z K ' Z ^ ^ Z W K Z d t < > z W> d^ Ͳ ϲ ͘ Z K ^ ^ / E ' E K d / & / d / K E ϭϬ z ^ W Z / K Z d K d , Z K ^ ^ / E ' /K d^ Ͳ ϳ ͘ ' E , K Z d ^ d / E ' Y h / W D E d W W Z K s > Ϯ t < ^ W Z / K Z d K d ^ d / E ' d^ Ͳ ϳ ͘ ' E , K Z d ^ d Z W K Z d / E ' > K ' Ϯ t < W Z / K Z d K Z > ^ K & Z d E d / K E d^ Ͳ ϭ Ϭ ^ ' Z W K Z d / E ' > K ' Ϯ t < W Z / K Z d K Z > ^ K & Z d E d / K E d^ Ͳ ϭ ϯ / D W > K d Z / E / E ' Z d / & / d Ϯ t < W Z / K Z d K ^ d Z / E ' / E ' EŽ ƚ Ğ ͗ ϭ ͘ Z Ğ Ĩ Ğ ƌ ƚ Ž Đ Ž Ŷ ƚ ƌ Ă Đ ƚ Ő Ğ Ŷ Ğ ƌ Ă ů ƌ Ğ Ƌ Ƶ ŝ ƌ Ğ ŵ Ğ Ŷ ƚ Ɛ Ĩ Ž ƌ ŝ Ŷ Ɛ ƚ ƌ Ƶ Đ ƚ ŝ Ž Ŷ Ɛ Ž Ŷ Ɛ Ƶ ď ŵ ŝ ƚ ƚ Ă ů Ɛ ͘ Ϯ ͘ ů Ğ Đ ƚ ƌ Ž Ŷ ŝ Đ Ɛ Ƶ ď ŵ ŝ ƚ ƚ Ă ů Ɛ ŝ Ŷ ů ŝ Ğ Ƶ Ž Ĩ Ɖ Ă Ɖ Ğ ƌ Ě Ž Đ Ƶ ŵ Ğ Ŷ ƚ Ɛ Ă ƌ Ğ Ğ Ŷ Đ Ž Ƶ ƌ ĂŐ Ğ Ě ͘ ϯ ͘ Ɖ Ɖ ƌ Ž ǀ Ă ů ƚ LJ Ɖ Ğ Ɛ Ă ƌ Ğ ͗ Η W ƌ Ž ũ Ğ Đ ƚ > Ğ Ă Ě Ğ ƌ ; W > Ϳ ͕ ͟ ͞ Ŷ Ő ŝ Ŷ Ğ Ğ ƌ ŝ Ŷ Ő ; Ϳ͟ Ž ƌ Η / Ŷ Ĩ Ž ƌ ŵ Ă ƚ ŝ Ž Ŷ K Ŷ ů LJ ; / K Ϳ ͘ Η ϯ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ 76 '(),1,7,216 7KHWHUPVXVHGLQWKHVHVSHFLILFDWLRQVDUHGHILQHGDVIROORZV $VVHPEO\DQG6WDJLQJ$UHDWKHDUHDVLQZKLFKWKH&RQWUDFWRUDVVHPEOHVVWUXFWXUHV DQGRUFKHFNVKDQGOHVDQGVWRUHVPDWHULDOV &DQ±GHVFULEHVDVWHHOFDVLQJW\SHIRXQGDWLRQIRUGLUHFWHPEHGGHGSROHV0DWHULDOPD\ EHDVWHHOSLSHRUFRUUXJDWHGPHWDOSLSH&03 &RPSOHWH6WUXFWXUHDOOFRPSRQHQWVRID6WUXFWXUHLQFOXGLQJVLJQDQGDOOFRQQHFWLQJ KDUGZDUHXVHGIRUMRLQLQJPHPEHUV &RQWUDFWRU±WKHVXFFHVVIXO%LGGHUZKRH[HFXWHVDFRQWUDFWLVVXHGE\WKH2ZQHUIRU FRQVWUXFWLRQRIWKHWUDQVPLVVLRQOLQH -RE6LWHWKHORFDWLRQXSRQZKLFKWKH6WUXFWXUHLVWREHLQVWDOOHG7KLVWHUPKDVWKH LGHQWLFDOPHDQLQJDVWKHWHUPV6WUXFWXUH/RFDWLRQ6WUXFWXUH6WDWLRQDQG6WUXFWXUH 6LWH 0DQXIDFWXUHU DQ\ FRPSDQ\ WKDW VXSSOLHV PDWHULDOV XVHG LQ WKHFRQVWUXFWLRQ RI WKH SURMHFW 0DQXIDFWXUHU V 5HFRPPHQGDWLRQ DOO LQVWUXFWLRQV LVVXHG E\ D FRPSDQ\ VXSSO\LQJ PDWHULDOVIRUWKHSURMHFWZKLFKSHUWDLQWRKDQGOLQJKDXOLQJDVVHPEOLQJDQGLQVWDOOLQJ PDWHULDO 3OXPEHG3ROH±$SROHVHWDWDYHUWLFDOSRVLWLRQZKHUHWKHFHQWHURIWKHWRSRIWKHSROHLV GLUHFWO\RYHUWKHFHQWHURIWKHSROHDWWKHJURXQGOLQH ϰ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ 5DNH±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ϱ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¶VGLUHFWLRQDOOVXFKZRUNVKDOOEHDWWKH&RQWUDFWRU¶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ϲ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ &RQWUDFWRU DQG VXEFRQWUDFWRUV VKDOO EH UHTXLUHG WR DWWHQG D SUHFRQVWUXFWLRQ FRQIHUHQFHZLWKWKH2ZQHUDQGDQ\RWKHUSDUW\LQYROYHGZLWKWKH3URMHFW7KH &RQWUDFWRU¶VVXSHULQWHQGHQWVKDOODOVRDWWHQGWKHFRQIHUHQFH,IWKH&RQWUDFWRU¶V VXSHULQWHQGHQW LV QRW SUHVHQW WKH FRQIHUHQFH VKDOO EH UHVFKHGXOHG DW WKH &RQWUDFWRU¶VH[SHQVH $WWKHFRQIHUHQFHWKH&RQWUDFWRUVKDOOSUHVHQWDFRQVWUXFWLRQSODQLQFOXGLQJEXW QRWOLPLWHGWRWKHIROORZLQJ x &RQVWUXFWLRQVHTXHQFHPHWKRGVDQGHTXLSPHQWWREHXVHGLQDOOSKDVHV x /RFDWLRQVRIVWDJLQJDUHDVLIORFDWHG x &RQVWUXFWLRQVFKHGXOHVKRZLQJDOODFWLYLWLHVIRUWKHHQWLUHSURMHFWLQFOXGLQJ,3&R GHILQHGPLOHVWRQHV x ,I UHTXHVWHG WKH &RQWUDFWRU VKDOO SURYLGH ZLWKRXW FKDUJH WZRZD\ UDGLRV PLQLPXPRIWKUHHIRUWKH2ZQHU¶VYHKLFOHV x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ϳ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ϴ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ 7HPSRUDU\FKDQJHVLQSROHVIL[WXUHVRUFRQGXFWRURIOLQHVEHLQJFURVVHGDVIRXQG QHFHVVDU\E\WKH&RQWUDFWRUVKDOOEHSUHDUUDQJHGE\WKH&RQWUDFWRUZLWKWKH RZQHUVRIWKHOLQHVFURVVHG 6SHFLDODWWHQWLRQLVFDOOHGWRWKHVDIHW\UXOHVRIWKH1DWLRQDO(OHFWULFDO6DIHW\&RGH FXUUHQWHGLWLRQZKLFKVKDOOEHVWULFWO\REVHUYHG x &URVVLQJVRYHUOLQHVKDYLQJDSRWHQWLDORIYROWVRUPRUHVKDOOEHPDGH ZLWKWKHOLQHWREHFURVVHGGHHQHUJL]HGZKHQHYHUSRVVLEOH x $OOOLQHVKDYLQJDSRWHQWLDORIYROWVRUPRUHZKLFKDUHGHHQHUJL]HGIRU FURVVLQJVKDOOEHVKRUWFLUFXLWHGDQGJURXQGHGZLWKDSSURSULDWHDQGDGHTXDWH JURXQGLQJFRQGXFWRUVSODFHGDWWKHVLWHRIWKHFURVVLQJDQGLQYLHZRIWKH ZRUNPHQFRQVWUXFWLQJWKHFURVVLQJ x :KHQOLQHVWREHFURVVHGRYHUDUHRZQHGOHDVHGRURSHUDWHGE\WKH2ZQHU WKH&RQWUDFWRUVKDOODWWKHLURZQH[SHQVHPDNHDOODUUDQJHPHQWVDQGVHFXUH WKHQHFHVVDU\ZRUNLQJFOHDUDQFHIURPWKH2ZQHU$OOSUHSDUDWRU\ZRUNVKDOOEH GRQH SULRU WR WKH ZRUNLQJ FOHDUDQFH 8SRQ FRPSOHWLRQ RI WKH ZRUN WKH &RQWUDFWRU VKDOO LPPHGLDWHO\ QRWLI\ WKH 2ZQHU WKDW WKH OLQHV DUH FOHDU DQG UHOHDVHZRUNLQJFOHDUDQFHV x :KHUHZRUNWREHSHUIRUPHGUHTXLUHVWKHGHHQHUJL]DWLRQRIIDFLOLWLHVRWKHUWKDQ WKRVHRZQHGOHDVHGRURSHUDWHGE\WKH2ZQHUWKH&RQWUDFWRUVKDOOPDNHWKH QHFHVVDU\SK\VLFDODQGILQDQFLDODUUDQJHPHQWVIRUVXFKGHHQHUJL]DWLRQZLWK WKHRWKHURZQHUV &RQWUDFWRUVKDOOEHDUDOOFRVWVUHVXOWLQJIURPDQ\IDLOXUHWRFRPSOHWHWKHZRUNZLWKLQ WKHSHULRGRIWLPHVWDWHGLQWKHRULJLQDOFOHDUDQFH ' 1RWLFHRI&URVVLQJ ϵ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ϭϬ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¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ ¶ % 6WHHO3ROHV D +DQGOLQJ ϭϭ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ 6WHHOVWUXFWXUHVDUHSDLQWHGGLUHFWHPEHGGHGW\SHRUVHOIVXSSRUWLQJW\SH ZLWKEDVHSODWH7KH\VKDOOEHKDQGOHGLQVXFKDPDQQHUWKDWWKHILQLVK HVSHFLDOO\WKHFRUURVLRQLQKLELWLQJFRDWLQJRQWKHEDVHLVQRWVFUDSHGRU VFUDWFKHGE\KDQGOLQJHTXLSPHQWGUDJJLQJRYHUMDJJHGURFNVHWF7KH &RQWUDFWRUVKDOOUHSDLUDOOGDPDJHWRSDLQWRUFRUURVLRQLQKLELWLQJFRDWLQJ LQFXUUHGGXULQJFRQVWUXFWLRQ 0DQXIDFWXUHU¶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ϭϮ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³LQOLQH´ DQG WKH ³WUDQVYHUVH´ SRVLWLRQ $ PLQLPXPDPRXQWRI³UDNH´PD\EHSXOOHGLQE\WLJKWHQLQJJX\VWRLQVXUHSROHVRQ DQJOHVZLOODSSHDUSOXPEDIWHULQVWDOODWLRQRIFRQGXFWRUV6WDWLRQDQGVWUXFWXUH QXPEHUVWDNHVVKDOOEHSUHVHUYHGE\EHLQJSODFHGLQWKHEDFNILOODGMDFHQWWRWKH SROH )LHOG ZHOGV UHTXLUHG IRU VWHHO VWUXFWXUH DGMXVWPHQWV RU JURXQGOLQH DQG PLVFHOODQHRXVDGGLWLRQVZLOOQRWEHPDGHXQOHVVDXWKRUL]HGE\WKH2ZQHU ' ([FDYDWLRQ ϭϯ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ +ROHVVKDOOEHDPLQLPXPRI´ODUJHUWKDQWKHEXWWGLDPHWHURIWKHSROHDQGEH ODUJHHQRXJKWRDGPLWWKHSROHVOHDYLQJVXIILFLHQWURRPIRUWDPSLQJDQGVKDOOEH DSSUR[LPDWHO\ WKH VDPH GLDPHWHU DW WKH WRS DQG ERWWRP $OO H[FDYDWLRQ LV XQFODVVLILHG1RGLVWLQFWLRQLVPDGHEHWZHHQH[FDYDWLRQRIURFNDQGFRPPRQ PDWHULDOV ( %DFNILOO D 3ROHVDQG$QFKRUV 7KH&RQWUDFWRUVKDOOEDFNILOOHDFKSROHKROHDQGRUDQFKRUKROHLQOD\HUVQRW WRH[FHHGVL[LQFKHVDQGWKHQWKHEDFNILOOVKDOOEHDLURUK\GUDXOLFDOO\ WDPSHG7KLVSURFHGXUHVKDOOEHDSSOLHGLQVXFFHVVLYHVWHSVWRWKHJURXQG OLQHOHYHO$OOEDFNILOOPXVWEHFRPSDFWHGWRRIWKHPD[LPXPGU\ GHQVLW\GHWHUPLQHGLQDFFRUGDQFHZLWK$670'±6WDQGDUG3URFWRUDQG EHZLWKLQWR±RIRSWLPXPPRLVWXUH1RIUR]HQPDWHULDOVRURUJDQLF PDWWHUVXFKDVWUHHVEUXVKVFUDSVHWFDUHDOORZHGDVEDFNILOO 6HOHFW%DFNILOOVKDOOEHô´PLQXVURDGPL[7KHVHOHFWEDFNILOOVKDOOEH VXSSOLHGE\WKH&RQWUDFWRU7KH2ZQHUZLOOVSHFLI\ORFDWLRQVZKHUHVHOHFW EDFNILOOZLOOEHXVHG7KHXVHRIVHOHFWEDFNILOOZLOOGHSHQGRQWKHVL]HDQG W\SHRIPDWHULDOUHPRYHGIURPWKHSROHKROHH[FDYDWLRQZKLFKLQFOXGHVEXW LVQRWOLPLWHGWRKROHVH[FDYDWHGE\EODVWLQJ:KHUHUHTXLUHGVHOHFWILOO VKDOOEHSODFHGDURXQGWKHVWUXFWXUHWRRULJLQDOJUDGH6HOHFWILOOVKDOOEH FRPSDFWHGWRRIWKHPD[LPXPGU\GHQVLW\GHWHUPLQHGLQDFFRUGDQFH ZLWK$670'±6WDQGDUG3URFWRUDQGEHZLWKLQWR±RIRSWLPXP PRLVWXUH 3ODFHPHQWRIVHOHFWEDFNILOOVKDOOEHLQOLIWVQRWH[FHHGLQJVL[LQFKHVDIWHU FRPSDFWLRQ7KH2ZQHUUHVHUYHVWKHULJKWWRLQVSHFWDQGRUWHVWHDFKOLIW IRUGHQVLW\FRPSOLDQFHSULRUWRSODFLQJWKHQH[WOLIW ϭϰ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ E &30 7KH&RQWUDFWRUVKDOOEDFNILOODURXQGWKHRXWVLGHRIHDFK&03LQOD\HUVQRW WRH[FHHGVL[LQFKHV´DQGWKHQWKHEDFNILOOVKDOOEHDLURUK\GUDXOLFDOO\ WDPSHG7KLVSURFHGXUHVKDOOEHDSSOLHGLQVXFFHVVLYHVWHSVWRWKHWRSRI WKHFDQ7KHEDFNILOOVKDOOEHSODFHGRXWVLGHWKH&03LPPHGLDWHO\DIWHU H[FDYDWLQJ WKH KROH DQG SODFLQJ WKH &03 &RPSDFWLRQ RI WKH EDFNILOO RXWVLGH WKH &03 PXVW EH HTXDO WR RI WKH PD[LPXP GU\ GHQVLW\ GHWHUPLQHGLQDFFRUGDQFHZLWK$670'±6WDQGDUG3URFWRUDQGEH ZLWKLQWR±RIRSWLPXPPRLVWXUH&RQWUDFWRUDVDQDOWHUQDWLYHPD\ HOHFW WR IXUQLVK DQG LQVWDOO OHDQ PL[ FRQFUHWH RI SVL FRPSUHVVLYH VWUHQJWKDVEDFNILOORXWVLGHWKHFDQLILWLVWUHPLHGWRWKHERWWRPRIWKHKROH DQGILOOHGIURPWKHERWWRPXS 2QFHWKH&03LVEDFNILOOHGWKHSROHVKDOOWKHQEHVHWZLWKLQWKH&03DQG WKH YRLG EHWZHHQ WKH SROH DQG &03 VKDOO EH EDFNILOOHG ZLWK ô´ PLQXV DQJXODUFKLSV7KHô´FKLSVVKDOOEHLQVWDOOHGLQOLIWVQRWWRH[FHHGIHHW¶ LQ GHSWK (DFK OLIW VKDOO EH FRPSDFWHG WKURXJK YLEUDWLRQ E\ SODFLQJ D YLEUDWRU\KRHSDFNRURWKHUDSSURYHGYLEUDWRU\GHYLFHRQWKHVL]HFODVV SODWHRQWKHVWHHOSROH(DFKOLIWRIWKHô´FKLSEDFNILOOVKDOOYLEUDWHGLQWKLV PDQQHUIRURQHPLQXWHRUXQWLOQRIXUWKHUVHWWOLQJLVREVHUYHGZKLFKHYHULV JUHDWHU 7KH FKLSV PXVW EH OXEULFDWHG ZLWK ZDWHU GXULQJ WKH YLEUDWRU\ FRPSDFWLRQSURFHVVWRIDFLOLWDWHFRPSDFWLRQ7KHFKLSVPXVWEHDQJXODU± QRWURXQGHG7KLVSURFHGXUHVKDOOEHDSSOLHGLQVXFFHVVLYHVWHSVWRWKHWRS RIWKHFDQ 6SHFLILFDWLRQIRUô´,QVLGH&03)LOO0DWHULDO 6LHYH6L]H 3HUFHQW 3DVVLQJ ô´«««««««« 1R««««««« ϭϱ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ϭϲ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ WZRLQFKHV$QFKRUVWKDWH[FHHGWKHDOORZDEOHWZRLQFKGLVSODFHPHQWVKDOO EHFRPSOHWHO\UHPRYHGLQVSHFWHGIRUGDPDJHDQGUHLQVWDOOHGE\WKH&RQWUDFWRU 5RFNDQFKRUVWKDWH[FHHGRQHIRXUWKLQFKGLVSODFHPHQWVKDOOEHUHSODFHG 7KHFRQWUDFWRUVKDOOUHFRUGWKHUHVXOWVRIDQFKRUWHVWLQJDQGGHOLYHUWKHPWRWKH 2ZQHULQWKH2ZQHU¶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¶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ϭϳ /LQH&RQVWUXFWLRQ6SHFB/,1(GRF[ 5HTXLUHPHQW ,QVXODWRUVVKDOOEHVRORFDWHGWKDWWKHERWWRPRIWKHLQVXODWRU ZLOOQRWEHOHVVWKDQHLJKWIHHW¶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¶ IURPWKHSROHLISRVVLEOHDIWHUWKHDERYHFRQGLWLRQVKDYHEHHQ PHWXQOHVVRWKHUZLVHVSHFLILHG + )LQDO*UDGLQJ 'LUHFWVXUIDFHGUDLQDJHDURXQGWKHVWUXFWXUHDVUHTXLUHG*UDGHGLVWXUEHGDUHD DURXQGHDFKVWUXFWXUHWREOHQGZLWKQDWXUDOFRQWRXUVDVDSSURYHGRUGLUHFWHGE\ 2ZQHU3DGVXVHGIRUVWUXFWXUHLQVWDOODWLRQPD\EHOHIWDVJUDGHGDQGUHVHHGHG RQO\ , 6WUXFWXUH1XPEHULQJ 6HH6WUXFWXUH'UDZLQJV 76 ,168/$7256$1',168/$725+$5':$5( ϭϴ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ϭϵ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ϮϬ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Ϯϭ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ϮϮ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Ϯϯ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Ϯϰ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Ϯϱ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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. www.AFLglobal.com or 800-890-8878 2 © 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 www.AFLglobal.com or 800-890-8878 3 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. www.AFLglobal.com or 800-890-8878 4 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. www.AFLglobal.com or 800-890-8878 5 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. www.AFLglobal.com or 800-890-8878 6 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. www.AFLglobal.com or 800-890-8878 7 © 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) www.AFLglobal.com or 800-890-8878 8 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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 www.AFLglobal.com or 800-890-8878 9 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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 www.AFLglobal.com or 800-890-8878 10 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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 © 2 0 1 2 , A F L , a l l r i g h t s r e s e r v e d . R e v i s i o n 4 , 2 . 7 . 1 9 S p e c i f i c a t i o n s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . Ra t i o ( S h e a v e D i a m e t e r / C a b l e D i a m e t e r ) : D s / D c 0. 0 0 1. 0 0 2. 0 0 3. 0 0 4. 0 0 5. 0 0 6. 0 0 7. 0 0 8. 0 0 9. 0 0 10 . 0 0 11 . 0 0 12 . 0 0 13 . 0 0 14 . 0 0 15 . 0 0 16 . 0 0 17 . 0 0 18 . 0 0 19 . 0 0 20 . 0 0 21 . 0 0 22 . 0 0 23 . 0 0 24 . 0 0 25 . 0 0 26 . 0 0 27 . 0 0 28 . 0 0 29 . 0 0 30 . 0 0 31 . 0 0 32 . 0 0 33 . 0 0 34 . 0 0 35 . 0 0 36 . 0 0 37 . 0 0 38 . 0 0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0 6 5 7 0 7 5 8 0 8 5 9 0 Sh e a v e T h r o u g h A n g l e [ d e g ] Axial Load [%RBS] Ds / D c = 2 5 Ds / D c = 2 8 Ds / D c = 3 1 Ds / D c = 3 4 Ds / D c = 3 7 Ds / D c = 4 0 Ds / D c = 4 3 Ds / D c = 4 6 Ds / D c = 4 9 Ds / D c = 5 2 Ds / D c = 5 5 Ds / D c = 5 8 Ds / D c = 6 1 Ds / D c = 6 4 Ds / D c = 6 7 Ds / D c = 7 0 Ds / D c = 7 3 Ds / D c = 7 6 Ds / D c = 7 9 Ds / D c = 8 2 Ds / D c = 8 5 Ds / D c = 8 8 Ds / D c = 2 2 22 25 28 31 34 37 4043 46 495255 586164 6770737679 8285 88 Ap p e n d i x 1 S h e a v e S i z e B a s e d o n L i n e A n g l e a n d I n s t a l l a t i o n T e n s i o n 15 © 2 0 1 2 , A F L , a l l r i g h t s r e s e r v e d . R e v i s i o n 4 , 2 . 7 . 1 9 S p e c i f i c a t i o n s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . WE I G H T DE T A I L B DE T A I L A SW I V E L GU Y WI R E CO N N I C A L FE R R U L E DE T A I L C 8. 0 0 B WE I G H T CO N N I C A L FE R R U L E GU Y WI R E SW I V E L A DI R E C T I O N O F P U L L 29 . 0 0 F T AP P R O X . C Ap p e n d i x 2 A n 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 i n F r o n t o f t h e O P G W ) 16 © 2 0 1 2 , A F L , a l l r i g h t s r e s e r v e d . R e v i s i o n 4 , 2 . 7 . 1 9 S p e c i f i c a t i o n s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . 7/ 8 ” W I R E R O P E PU N C H L O K C L A M P S OP G W 1- 1 / 2 ” O D S T E E L R E I N F O R C E D HY D R A U L I C H O S E 8’ 2. 4 4 m PU L L I N G LI N E RO T A T I N G S W I V E L KE L L E M G R I P 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 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 A n 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 ) -XQH IDAHO POWER COMPANY +XQWLQJWRQWR4XDUW]N9/LQH Construction Drawings Construction Season 2022 Issued for Bid PROJECT NUMBER: 159942 PROJECT CONTACT: Jake Thomas EMAIL: Jake.Thomas@powereng.com 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 JAKE.THOMAS@POWERENG.COM REVISION HISTORY DATE REVISED BY REVISION 06/25/21 Jake Thomas IFB SE C T I O N 0 0 0 GE N E R A L P R O J E C T I N F O A B C D '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($621 6&$/(1$ '$7( 6+7 GROUNDING DRAWINGS MISCELLANEOUS DRAWINGS ,hEd/E'dKEͲYhZdϭϯϴ<ǀ dZE^D/^^/KE>/EηϰϮϯ d>K&KEdEd^ KE^dZhd/KEZt/E'^ 2/5/2021 ISSUED FOR 60% UPDATE W.O. 27520569 IPC/PEI SE C T I O N 0 1 0 CR O S S I N G P E R M I T S 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 C T I O N 1 1 0 CO N S T R U C T I O N S T A K I N G 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 110.002 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 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 Z ELEVATION (FT) POLE PROPERTY 0 0 HF-TAN-060-080 SE C T I O N 1 2 0 ST R U C T U R E L I S T A BK A H 25 6 2 5 6 P R I V A T E G X S 1 6 0 + 0 0 - 5 - - 3 7 0 - ( 2 ) 5 1 0 . 0 0 6 ( 3 ) 5 3 0 . 0 0 5 25 7 2 5 7 P R I V A T E 3 P M A 1 6 3 + 7 0 - 3 8 - - 3 3 5 1 4 1 2 4 7 5 . 0 9 . 5 6 5 . 0 8 . 5 8 5 . 0 1 0 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 5 ( 2 ) 5 1 0 . 0 0 3 ( 3 ) 5 3 0 . 0 0 3 (1 ) 5 6 0 . 0 0 2 (2 ) 5 6 0 . 0 0 4 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 25 8 2 5 8 P R I V A T E D C - D E 1 6 7 + 0 6 - 2 5 - 3 0 6 2 0 3 0 2 9 0 8 0 . 0 8 X 2 6 4 1 0 . 0 0 5 0 0 . 0 0 8 ( 4 ) 5 1 0 . 0 0 6 (1 ) 5 2 0 . 0 0 5 (1 ) 5 2 0 . 0 0 7 (1 2 ) 5 3 0 . 0 0 5 (1 ) 5 8 0 . 0 0 1 (1 ) 5 8 0 . 0 0 3 B HU N T - SU B P R I V A T E S U B - F R A M E - - - - - 4 0 . 0 F N D 4 0 . 0 F N D - 5 0 0 . 0 0 0 ( 1 ) 5 1 0 . 0 0 6 ( 2 ) 5 2 0 . 0 0 4 ( 6 ) 5 3 0 . 0 0 5 - - 25 9 P R I V A T E H F - D E 1 7 3 + 2 6 - 2 6 4 9 7 1 5 7 4 0 6 5 . 0 8 . 5 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 0 2 6 0 P R I V A T E 3 P M A 1 7 8 + 2 3 2 5 - - 1 5 1 1 1 1 9 6 8 7 0 . 0 9 . 0 5 5 . 0 7 . 5 7 5 . 0 9 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 5 ( 1 ) 5 1 0 . 0 0 3 ( 1 ) 5 2 0 . 0 0 3 ( 3 ) 5 3 0 . 0 0 3 (1 ) 5 6 0 . 0 0 2 (2 ) 5 6 0 . 0 0 4 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 26 1 2 6 1 P R I V A T E H F - D E 1 9 3 + 3 4 9 1 2 6 4 1 5 9 9 4 7 0 . 0 9 . 0 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 2 2 6 2 P R I V A T E 3 P D E - 6 0 2 0 5 + 9 8 4 3 - - 5 4 8 1 2 2 0 4 7 0 . 0 9 . 0 6 0 . 0 8 . 0 7 5 . 0 9 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 26 3 2 6 3 P R I V A T E H F T 2 1 1 + 4 6 9 7 1 8 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 4 2 6 4 P R I V A T E H F T - L 2 1 8 + 6 4 1 0 9 8 5 7 5 6 7 8 0 . 0 1 0 . 0 8 0 . 0 1 0 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 5 2 6 5 P R I V A T E H F T - L G 2 2 8 + 4 9 1 0 4 1 0 7 1 9 9 7 5 . 0 9 . 5 7 5 . 0 9 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 A ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 ( 4 ) 5 6 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 6 2 6 6 P R I V A T E H F T - L G 2 3 2 + 5 9 1 0 9 5 9 6 4 5 8 6 5 . 0 8 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 A ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 ( 4 ) 5 6 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 7 2 6 7 P R I V A T E H F T - L 2 4 2 + 1 8 1 0 7 8 2 6 4 5 9 6 5 . 0 8 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 4 ) 5 6 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 8 2 6 8 P R I V A T E H F T 2 5 0 + 0 0 1 0 6 6 5 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 26 9 2 6 9 P R I V A T E H F T 2 5 6 + 6 6 8 8 4 1 6 6 9 8 7 0 . 0 9 . 0 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 27 0 2 7 0 P R I V A T E 3 P L A 2 6 5 + 0 7 1 5 - - 5 1 8 1 1 3 7 4 6 5 . 0 8 . 5 6 0 . 0 8 . 0 6 5 . 0 8 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 4 ( 1 ) 5 1 0 . 0 0 2 ( 1 ) 5 2 0 . 0 0 2 ( 3 ) 5 3 0 . 0 0 2 (1 ) 5 6 0 . 0 0 2 (2 ) 5 6 0 . 0 0 4 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 1 27 1 2 7 1 P R I V A T E 3 P D E - 6 0 2 7 0 + 2 7 - 2 0 - - 1 5 3 8 2 5 2 5 1 9 5 . 0 1 1 . 5 7 5 . 0 9 . 5 9 5 . 0 1 1 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 27 2 2 7 2 U S A 3 P D E - 6 0 2 8 5 + 6 2 5 - - 1 8 5 2 1 9 9 5 8 9 0 . 0 1 1 . 0 7 5 . 0 9 . 5 9 5 . 0 1 1 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 27 3 2 7 3 P R I V A T E 3 P D E - 0 3 0 4 + 1 4 1 0 - 4 5 2 1 3 1 9 8 8 5 . 0 1 0 . 5 6 5 . 0 8 . 5 7 5 . 0 9 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 27 4 2 7 4 P R I V A T E H F T 3 0 8 + 6 6 9 8 2 9 5 5 8 9 5 5 . 0 7 . 5 5 5 . 0 7 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 DS . J T DR . S H PR O P E R T Y NO T E S : 1. D A M P E R L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 0 0 2. M A R K E R B A L L L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 1 0 3. C O N S T R U C T I O N F O R 2 0 2 2 ( 2 5 6 - 3 6 3 ) ST R A S S Y 50 0 D W G FN D A S S Y 40 0 D W G MI N . E M B ( F T ) o r FN D >T I E I N T O E X I S T I N G 3 P O L E D E A D E N D S T R >I N S T A L L S T I L T C O N D I N A H E A D S P A N >O P G W S P L I C E T O H U N T I N G T O N >T L I N A N D O U T O F H U N T I N G T O N >D I S T R I B U T I O N U N D E R B U I L D >H U N T I N G T O N S U B S T A T I O N AL I G N M E N T I N F O R M A T I O N L E F T P O L E M I D D L E P O L E R I G H T P O L E SP A N AH E A D ( F T ) ES T . S T R WE I G H T (L B S ) ST R # EX T . S T R # CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) ST R T Y P E S T A ST R . L O C T O E X I S T I N G 06 RE F . ( S ) X HU N T I N G T O N - Q U A R T Z VAULT# 23A-73929-120 13 8 k V L I N E # 4 2 3 CO N S T R U C T I O N 20 2 2 S T R U C T U R E L I S T SC A L E : N A D A T E 1 2 / 2 0 / 2 0 1 9 SH T . 1 1 2 0 . 0 0 1 IS S U E D F O R 6 0 % R E V I E W - U P D A T E IP C / P E I IP C / P E I 6/ 2 5 / 2 0 2 1 IS S U E D F O R B I D CO N S T R U C T I O N D R A W I N G S OH G W A S S Y 51 0 D W G OP G W A S S Y 52 0 D W G CO N D A S S Y 53 0 D W G RE V I S I O N S 2/ 1 9 / 2 0 2 1 IS S U E D F O R R E V I E W GU Y I N G A S S Y 56 0 D W G C O N S T R U C T I O N C O M M E N T S GR N D I N G A S S Y 58 0 D W G LA A BK A H 27 5 2 7 5 P R I V A T E H F - D E 3 1 6 + 9 6 - 3 5 5 3 4 1 4 5 0 7 5 5 . 0 7 . 5 5 5 . 0 7 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 27 6 2 7 6 P R I V A T E H F T 3 2 2 + 2 9 1 0 9 9 7 8 8 9 2 9 5 . 0 1 1 . 5 9 5 . 0 1 1 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 27 7 2 7 7 P R I V A T E H F - D E 3 3 2 + 2 6 1 0 8 5 0 1 4 4 8 4 5 5 . 0 7 . 5 5 5 . 0 7 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 B 27 8 2 7 8 P R I V A T E H F - D E 3 4 0 + 7 6 1 0 3 5 0 1 6 2 3 6 7 5 . 0 9 . 5 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 27 9 2 7 9 P R I V A T E D C - D E 3 4 4 + 2 6 2 0 4 2 7 7 5 . 0 7 . 5 X 2 4 4 1 0 . 0 0 5 0 0 . 0 0 8 ( 3 ) 5 1 0 . 0 0 4 (2 ) 5 2 0 . 0 0 5 (2 ) 5 2 0 . 0 0 7 (1 2 ) 5 3 0 . 0 0 4 (1 ) 5 8 0 . 0 0 1 (1 ) 5 8 0 . 0 0 3 HN T - W N D - SU B S U B - F R A M E - 5 0 0 . 0 0 0 ( 2 ) 5 2 0 . 0 0 4 ( 6 ) 5 3 0 . 0 0 4 - - 28 0 2 8 0 P R I V A T E H F T 3 4 9 + 0 4 1 0 4 1 7 6 3 1 9 6 5 . 0 8 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 1 2 8 1 P R I V A T E H F T 3 5 3 + 2 1 1 0 8 1 1 6 1 3 5 6 0 . 0 8 . 0 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 2 2 8 2 P R I V A T E H F T - L 3 6 1 + 3 1 8 9 8 5 7 0 1 4 7 0 . 0 9 . 0 7 5 . 0 9 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 3 2 8 3 P R I V A T E H F - D E 3 7 1 + 1 6 1 0 5 4 7 1 5 2 4 6 6 0 . 0 8 . 0 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 4 2 8 4 P R I V A T E H F T 3 7 6 + 6 3 1 0 5 9 5 6 6 9 8 7 0 . 0 9 . 0 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 5 2 8 5 P R I V A T E H F T 3 8 2 + 5 7 9 8 5 6 6 3 1 9 6 5 . 0 8 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 6 2 8 6 P R I V A T E H F T 3 9 1 + 1 3 9 6 0 0 5 7 7 0 5 5 . 0 7 . 5 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 7 2 8 7 P R I V A T E H F T - L 3 9 7 + 1 4 9 9 7 2 5 7 2 8 5 5 . 0 7 . 5 5 5 . 0 7 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 8 2 8 8 P R I V A T E H F T - L 4 0 6 + 8 6 1 0 5 9 8 9 7 6 2 1 0 5 . 0 1 2 . 5 1 0 5 . 0 1 2 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 28 9 2 8 9 P R I V A T E H F T 4 1 2 + 8 4 1 0 8 2 0 7 0 5 0 7 5 . 0 9 . 5 7 5 . 0 9 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 0 2 9 0 P R I V A T E H F T 4 2 1 + 0 3 8 4 2 9 5 7 7 0 5 5 . 0 7 . 5 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 1 2 9 1 P R I V A T E H F T 4 2 5 + 3 3 1 0 3 1 2 5 7 7 0 5 5 . 0 7 . 5 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 2 2 9 2 P R I V A T E H F T 4 2 8 + 4 5 9 7 1 3 5 7 7 0 5 5 . 0 7 . 5 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 3 2 9 3 P R I V A T E H F T 4 3 5 + 5 8 1 0 7 8 1 7 6 0 4 8 0 . 0 1 0 . 0 8 5 . 0 1 0 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 DS . J T DR . S H CO N S T R U C T I O N D R A W I N G S RE V I S I O N S LA AL I G N M E N T I N F O R M A T I O N L E F T P O L E M I D D L E P O L E R I G H T P O L E ST R # EX T . S T R # PR O P E R T Y S T R T Y P E S T A OH G W A S S Y 51 0 D W G ST R . L O C T O E X I S T I N G SP A N AH E A D ( F T ) ES T . S T R WE I G H T (L B S ) CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D FN D A S S Y 40 0 D W G ST R A S S Y 50 0 D W G 6/ 2 5 / 2 0 2 1 OP G W A S S Y 52 0 D W G CO N D A S S Y 53 0 D W G GU Y I N G A S S Y 56 0 D W G GR N D I N G A S S Y 58 0 D W G C O N S T R U C T I O N C O M M E N T S 2/ 1 9 / 2 0 2 1 IS S U E D F O R R E V I E W IS S U E D F O R 6 0 % R E V I E W - U P D A T E >M A R K E R B A L L S O N O H G W A N D O P G W IP C / P E I IS S U E D F O R B I D >O P G W S P L I C E A T H U N T I N G T O N W I N D >H U N T I N G T O N W I N D S U B S T A T I O N IP C / P E I RE F . ( S ) X NO T E S : 1. D A M P E R L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 0 0 2. M A R K E R B A L L L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 1 0 3. C O N S T R U C T I O N F O R 2 0 2 2 ( 2 5 6 - 3 6 3 ) HU N T I N G T O N - Q U A R T Z VAULT# 23A-73929-120 13 8 k V L I N E # 4 2 3 CO N S T R U C T I O N 20 2 2 S T R U C T U R E L I S T SC A L E : N A D A T E 1 2 / 2 0 / 2 0 1 9 SH T . 1 1 2 0 . 0 0 2 0 6 A BK AH 29 4 2 9 4 P R I V A T E 3 P D E - 6 0 4 4 3 + 3 8 3 8 - - 31 3 11 6 9 0 65 . 0 8. 5 55 . 0 7. 5 75 . 0 9. 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 29 5 2 9 5 P R I V A T E H F T - L G 4 4 6 + 5 2 10 17 4 1 74 0 4 75 . 0 9. 5 80 . 0 10 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 A ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 ( 4 ) 5 6 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 6 2 9 6 P R I V A T E 3 P D E - 0 4 6 3 + 9 3 9 73 8 19 9 5 8 95 . 0 11 . 5 75 . 0 9. 5 90 . 0 11 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 B 29 7 2 9 7 P R I V A T E H F T 4 7 1 + 3 1 10 64 4 52 0 7 50 . 0 7. 0 50 . 0 7. 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 8 2 9 8 P R I V A T E H F T 4 7 7 + 7 5 8 91 4 57 7 0 55 . 0 7. 5 60 . 0 8. 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 29 9 2 9 9 P R I V A T E H F T - L 4 8 6 + 8 9 10 77 8 95 7 4 10 0 . 0 12 . 0 10 5 . 0 12 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 0 3 0 0 P R I V A T E H F T - L 4 9 4 + 6 6 12 9 10 7 1 57 2 8 55 . 0 7. 5 55 . 0 7. 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 1 3 0 2 P R I V A T E H F T - L 5 0 5 + 3 7 10 55 7 77 4 4 80 . 0 10 . 0 85 . 0 10 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 2 3 0 3 P R I V A T E H F T 5 1 0 + 9 5 8 56 6 57 7 0 55 . 0 7. 5 60 . 0 8. 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 3 3 0 4 B L M 3 P D E - 6 0 5 1 6 + 6 1 8 - - 10 8 4 12 4 7 0 75 . 0 9. 5 60 . 0 8. 0 75 . 0 9. 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 30 4 3 0 5 B L M HF T - L 5 2 7 + 4 4 10 62 6 59 0 9 55 . 0 7. 5 60 . 0 8. 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 5 3 0 6 B L M HF T 5 3 3 + 7 0 10 53 8 74 2 8 80 . 0 10 . 0 80 . 0 10 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 6 3 0 7 B L M HF T - L 5 3 9 + 0 8 10 95 2 57 0 2 50 . 0 7. 0 60 . 0 8. 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 7 3 0 8 B L M HF - D E 5 4 8 + 6 0 10 72 8 16 7 3 6 75 . 0 9. 5 80 . 0 10 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 (1 ) 5 2 0 . 0 0 5 (1 ) 5 2 0 . 0 0 7 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 30 8 3 0 9 B L M 3P L A 5 5 5 + 8 7 -6 - - 65 3 13 4 0 8 70 . 0 9. 0 70 . 0 9. 0 75 . 0 9. 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 4 ( 1 ) 5 1 0 . 0 0 2 ( 1 ) 5 2 0 . 0 0 2 ( 3 ) 5 3 0 . 0 0 2 (1 ) 5 6 0 . 0 0 2 (2 ) 5 6 0 . 0 0 4 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 30 9 3 1 0 P R I V A T E H F T 5 6 2 + 4 0 10 82 3 61 3 5 60 . 0 8. 0 65 . 0 8. 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 31 0 3 1 1 P R I V A T E H F T 5 7 0 + 6 3 10 55 8 88 9 2 95 . 0 11 . 5 95 . 0 11 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 31 1 3 1 2 P R I V A T E H F T 5 7 6 + 2 1 10 81 4 57 7 0 55 . 0 7. 5 60 . 0 8. 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 31 2 3 1 3 P R I V A T E H F - D E 5 8 4 + 3 5 7 11 6 4 14 5 3 6 55 . 0 7. 5 55 . 0 7. 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 31 3 3 1 4 P R I V A T E H F T - L 5 9 5 + 9 9 10 63 9 62 7 5 60 . 0 8. 0 65 . 0 8. 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 DS . J T DR . S H CO N S T R U C T I O N D R A W I N G S RE V I S I O N S LA AL I G N M E N T I N F O R M A T I O N LE F T P O L E MI D D L E P O L E RI G H T P O L E ST R # EX T . S T R # PR O P E R T Y S T R T Y P E S T A OH G W A S S Y 51 0 D W G ST R . L O C T O E X I S T I N G SP A N AH E A D ( F T ) ES T . S T R WE I G H T (L B S ) CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D FN D A S S Y 40 0 D W G ST R A S S Y 50 0 D W G 6/ 2 5 / 2 0 2 1 OP G W A S S Y 52 0 D W G CO N D A S S Y 53 0 D W G GU Y I N G A S S Y 56 0 D W G GR N D I N G A S S Y 58 0 D W G C O N S T R U C T I O N C O M M E N T S 2/ 1 9 / 2 0 2 1 IS S U E D F O R R E V I E W IS S U E D F O R 6 0 % R E V I E W - U P D A T E >M A R K E R B A L L S O N O H G W A N D O P G W IP C / P E I IS S U E D F O R B I D IP C / P E I >O P G W S P L I C E RE F . ( S ) X NO T E S : 1. DAM P E R L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 0 0 2. MA R KE R B A L L L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 1 0 3. C O N S T R U C T I O N F O R 2 0 2 2 ( 2 5 6 - 3 6 3 ) HU N T I N G T O N - Q U A R T Z VAULT# 23A-73929-120 13 8 k V L I N E # 4 2 3 CO N S T R U C T I O N 20 2 2 S T R U C T U R E L I S T SC A L E : N A DA T E 1 2 / 2 0 / 2 0 1 9 SH T . 1 12 0 . 0 0 3 06 A BK A H 31 4 3 1 5 P R I V A T E 3 P D E - 6 0 6 0 2 + 3 9 - 2 3 - - 1 8 5 1 1 2 2 0 0 7 5 . 0 9 . 5 5 5 . 0 7 . 5 7 5 . 0 9 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 31 5 3 1 6 P R I V A T E 3 P D E - 0 6 2 0 + 8 9 1 0 2 8 9 1 2 4 7 1 7 5 . 0 9 . 5 5 5 . 0 7 . 5 8 0 . 0 1 0 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 31 6 3 1 7 P R I V A T E H F T 6 2 3 + 7 8 1 5 6 4 2 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 B 31 7 3 1 8 P R I V A T E 3 P D E - 6 0 6 3 0 + 2 0 2 6 - - 1 3 0 7 1 2 2 2 7 7 5 . 0 9 . 5 5 5 . 0 7 . 5 7 5 . 0 9 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 31 8 3 1 9 P R I V A T E H F - D E 6 4 3 + 2 7 1 0 1 0 3 7 1 6 4 9 0 7 0 . 0 9 . 0 8 0 . 0 1 0 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 31 9 3 2 0 P R I V A T E H F T - L 6 5 3 + 6 5 1 0 7 7 4 6 0 9 4 5 5 . 0 7 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 0 3 2 1 P R I V A T E H F T 6 6 1 + 3 8 1 0 5 0 2 6 6 9 8 7 0 . 0 9 . 0 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 1 3 2 2 P R I V A T E H F T 6 6 6 + 4 0 1 0 3 9 9 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 2 3 2 3 P R I V A T E H F T 6 7 0 + 3 9 1 0 3 2 6 6 5 0 9 6 5 . 0 8 . 5 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 3 3 2 4 P R I V A T E 3 P D E - 6 0 6 7 3 + 6 3 - 3 8 - - 1 8 0 6 2 1 2 2 5 9 5 . 0 1 1 . 5 8 5 . 0 1 0 . 5 1 0 5 . 0 1 2 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 32 4 3 2 5 P R I V A T E 3 P D E - 6 0 6 9 1 + 7 1 4 3 - - 6 9 9 1 1 7 1 9 6 5 . 0 8 . 5 5 5 . 0 7 . 5 7 5 . 0 9 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 32 5 3 2 6 P R I V A T E H F T 6 9 8 + 7 0 1 0 6 9 7 6 8 7 4 7 0 . 0 9 . 0 7 5 . 0 9 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 6 3 2 7 P R I V A T E H F T 7 0 5 + 6 6 9 3 1 9 6 1 3 5 6 0 . 0 8 . 0 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 7 3 2 8 P R I V A T E 3 P D E - 6 0 7 0 8 + 8 6 - 4 7 - - 5 9 8 1 2 4 8 3 7 0 . 0 9 . 0 6 0 . 0 8 . 0 8 0 . 0 1 0 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 32 8 3 2 9 P R I V A T E H F T 7 1 4 + 8 3 1 0 6 1 9 6 8 7 4 7 0 . 0 9 . 0 7 5 . 0 9 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 32 9 3 3 0 B L M H F T 7 2 1 + 0 3 1 0 2 9 9 5 5 8 9 5 5 . 0 7 . 5 5 5 . 0 7 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 33 0 3 3 1 B L M H F T - L G 7 2 4 + 0 1 1 0 9 9 8 6 4 5 5 6 5 . 0 8 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 A ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 ( 4 ) 5 6 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 33 1 3 3 2 P R I V A T E 3 P M A 7 3 3 + 9 9 1 7 - - 7 6 4 1 5 3 7 5 8 5 . 0 1 0 . 5 7 0 . 0 9 . 0 8 5 . 0 1 0 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 5 ( 1 ) 5 1 0 . 0 0 3 ( 1 ) 5 2 0 . 0 0 3 ( 3 ) 5 3 0 . 0 0 3 (1 ) 5 6 0 . 0 0 2 (2 ) 5 6 0 . 0 0 4 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 33 2 3 3 3 P R I V A T E 3 P D E - 0 7 4 1 + 6 3 1 0 1 8 9 8 2 5 5 1 7 9 5 . 0 1 1 . 5 8 0 . 0 1 0 . 0 9 5 . 0 1 1 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 (1 ) 5 2 0 . 0 0 5 (1 ) 5 2 0 . 0 0 7 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 33 3 3 3 4 P R I V A T E 3 P D E - 0 7 6 0 + 6 0 9 4 8 0 1 8 9 9 2 7 5 . 0 9 . 5 7 0 . 0 9 . 0 9 5 . 0 1 1 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 DS . J T DR . S H CO N S T R U C T I O N D R A W I N G S RE V I S I O N S LA AL I G N M E N T I N F O R M A T I O N L E F T P O L E M I D D L E P O L E R I G H T P O L E ST R # EX T . S T R # PR O P E R T Y S T R T Y P E S T A OH G W A S S Y 51 0 D W G ST R . L O C T O E X I S T I N G SP A N AH E A D ( F T ) ES T . S T R WE I G H T (L B S ) CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D FN D A S S Y 40 0 D W G ST R A S S Y 50 0 D W G 6/ 2 5 / 2 0 2 1 OP G W A S S Y 52 0 D W G CO N D A S S Y 53 0 D W G GU Y I N G A S S Y 56 0 D W G GR N D I N G A S S Y 58 0 D W G C O N S T R U C T I O N C O M M E N T S 2/ 1 9 / 2 0 2 1 IS S U E D F O R R E V I E W >M A R K E R B A L L S O N O H G W A N D O P G W IS S U E D F O R 6 0 % R E V I E W - U P D A T E IP C / P E I >M A R K E R B A L L S O N O H G W A N D O P G W IS S U E D F O R B I D IP C / P E I >O P G W S P L I C E RE F . ( S ) X NO T E S : 1. D A M P E R L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 0 0 2. M A R K E R B A L L L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 1 0 3. C O N S T R U C T I O N F O R 2 0 2 2 ( 2 5 6 - 3 6 3 ) HU N T I N G T O N - Q U A R T Z VAULT# 23A-73929-120 13 8 k V L I N E # 4 2 3 CO N S T R U C T I O N 20 2 2 S T R U C T U R E L I S T SC A L E : N A D A T E 1 2 / 2 0 / 2 0 1 9 SH T . 1 1 2 0 . 0 0 4 0 6 A BK A H 33 4 3 3 5 B L M 3 P D E - 6 0 7 6 5 + 4 0 - 2 4 - - 1 7 2 4 1 0 8 1 7 6 0 . 0 8 . 0 5 0 . 0 7 . 0 7 0 . 0 9 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 33 5 3 3 6 B L M 3 P D E - 0 7 8 2 + 6 4 1 0 1 0 4 3 1 4 2 0 5 9 0 . 0 1 1 . 0 7 0 . 0 9 . 0 8 5 . 0 1 0 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 33 6 3 3 7 B L M 3 P D E - 6 0 7 9 3 + 0 7 1 3 - - 1 5 3 2 1 4 2 1 3 9 0 . 0 1 1 . 0 7 0 . 0 9 . 0 8 5 . 0 1 0 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 B 33 7 3 3 8 B L M 3 P D E - 0 8 0 8 + 3 9 9 9 4 7 1 1 7 3 8 7 5 . 0 9 . 5 5 5 . 0 7 . 5 6 5 . 0 8 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 33 8 3 3 9 B L M H F T - L 8 1 7 + 8 6 9 8 0 3 5 9 0 9 6 0 . 0 8 . 0 5 5 . 0 7 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 33 9 3 4 0 B L M H F T - L 8 2 5 + 8 9 1 0 1 1 7 7 7 5 6 7 8 0 . 0 1 0 . 0 8 0 . 0 1 0 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 34 0 3 4 1 B L M 3 P D E - 6 0 8 3 7 + 6 5 - 4 3 - - 1 7 4 2 1 1 7 1 4 7 0 . 0 9 . 0 5 5 . 0 7 . 5 7 0 . 0 9 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 34 1 3 4 2 P R I V A T E 3 P D E - 0 8 5 5 + 0 7 8 1 1 4 2 2 5 2 4 9 9 5 . 0 1 1 . 5 7 5 . 0 9 . 5 9 5 . 0 1 1 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 34 2 3 4 3 P R I V A T E 3 P D E - 6 0 8 6 6 + 5 0 - 1 1 - - 6 6 2 1 3 6 9 9 8 0 . 0 1 0 . 0 6 5 . 0 8 . 5 9 0 . 0 1 1 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 34 3 3 4 4 P R I V A T E H F T 8 7 3 + 1 1 1 0 5 9 7 1 6 7 6 6 1 0 0 . 0 1 2 . 0 1 0 5 . 0 1 2 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 34 4 3 4 5 P R I V A T E H F T 8 7 9 + 0 8 8 7 5 9 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 34 5 3 4 6 P R I V A T E 3 P D E - 6 0 8 8 6 + 6 8 3 9 - - 1 0 0 5 1 3 9 4 0 8 5 . 0 1 0 . 5 7 0 . 0 9 . 0 8 5 . 0 1 0 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 34 6 3 4 7 P R I V A T E H F T - L 8 9 6 + 7 3 1 0 5 7 3 8 4 8 8 9 0 . 0 1 1 . 0 8 5 . 0 1 0 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 34 7 3 4 8 P R I V A T E 3 P D E - 6 0 9 0 2 + 4 6 5 - - 2 3 4 1 0 7 5 0 6 5 . 0 8 . 5 5 0 . 0 7 . 0 6 5 . 0 8 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 34 8 3 4 9 P R I V A T E H F T - L G 9 0 4 + 8 0 8 7 3 2 6 0 8 5 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 A ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 ( 4 ) 5 6 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 34 9 3 5 0 P R I V A T E H F T 9 1 2 + 1 2 8 3 8 0 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 35 0 3 5 1 B L M H F T 9 1 5 + 9 2 9 5 9 6 5 7 7 0 5 5 . 0 7 . 5 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 35 1 3 5 2 P R I V A T E H F T 9 2 1 + 8 8 1 0 4 9 8 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 35 2 3 5 3 P R I V A T E H F - D E 9 2 6 + 8 6 1 0 7 9 5 1 5 0 0 3 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 2 ( 1 ) 5 1 0 . 0 0 5 (1 ) 5 2 0 . 0 0 5 (1 ) 5 2 0 . 0 0 7 (3 ) 5 3 0 . 0 0 1 (6 ) 5 3 0 . 0 0 4 (4 ) 5 6 0 . 0 0 3 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 35 3 3 5 4 P R I V A T E H F T - L 9 3 4 + 8 1 1 0 8 6 1 9 0 3 1 9 5 . 0 1 1 . 5 9 5 . 0 1 1 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 DS . J T DR . S H CO N S T R U C T I O N D R A W I N G S RE V I S I O N S LA AL I G N M E N T I N F O R M A T I O N L E F T P O L E M I D D L E P O L E R I G H T P O L E ST R # EX T . S T R # PR O P E R T Y S T R T Y P E S T A OH G W A S S Y 51 0 D W G ST R . L O C T O E X I S T I N G SP A N AH E A D ( F T ) ES T . S T R WE I G H T (L B S ) CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D FN D A S S Y 40 0 D W G ST R A S S Y 50 0 D W G >M A R K E R B A L L S O N O H G W A N D O P G W 6/ 2 5 / 2 0 2 1 OP G W A S S Y 52 0 D W G CO N D A S S Y 53 0 D W G GU Y I N G A S S Y 56 0 D W G GR N D I N G A S S Y 58 0 D W G C O N S T R U C T I O N C O M M E N T S 2/ 1 9 / 2 0 2 1 IS S U E D F O R R E V I E W >M A R K E R B A L L S O N O H G W A N D O P G W IS S U E D F O R 6 0 % R E V I E W - U P D A T E IP C / P E I >M A R K E R B A L L S O N O H G W A N D O P G W IS S U E D F O R B I D >M A R K E R B A L L S O N O H G W A N D O P G W >M A R K E R B A L L S O N O H G W A N D O P G W IP C / P E I >M A R K E R B A L L S O N O H G W A N D O P G W >O P G W S P L I C E RE F . ( S ) X NO T E S : 1. D A M P E R L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 0 0 2. M A R K E R B A L L L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 1 0 3. C O N S T R U C T I O N F O R 2 0 2 2 ( 2 5 6 - 3 6 3 ) HU N T I N G T O N - Q U A R T Z VAULT# 23A-73929-120 13 8 k V L I N E # 4 2 3 CO N S T R U C T I O N 20 2 2 S T R U C T U R E L I S T SC A L E : N A D A T E 1 2 / 2 0 / 2 0 1 9 SH T . 1 1 2 0 . 0 0 5 0 6 A BK A H 35 4 3 5 5 P R I V A T E 3 P D E - 0 9 4 3 + 4 2 8 2 0 4 5 2 5 6 9 9 1 1 0 . 0 1 3 . 0 9 5 . 0 1 1 . 5 1 2 0 . 0 1 4 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 35 5 3 5 6 P R I V A T E 3 P D E - 0 9 6 3 + 8 7 1 0 4 4 7 1 3 6 7 4 8 5 . 0 1 0 . 5 6 5 . 0 8 . 5 8 5 . 0 1 0 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 35 6 3 5 7 B L M H F T 9 6 8 + 3 3 1 0 3 2 0 5 9 5 1 6 0 . 0 8 . 0 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 B 35 7 3 5 8 B L M H F T 9 7 1 + 5 4 1 0 6 2 5 6 1 3 5 6 5 . 0 8 . 5 6 0 . 0 8 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 35 8 3 5 9 P R I V A T E H F T 9 7 7 + 7 9 1 0 7 7 2 6 3 1 9 6 5 . 0 8 . 5 6 5 . 0 8 . 5 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 35 9 3 6 0 P R I V A T E H F T - L 9 8 5 + 5 1 1 0 9 4 9 8 6 7 7 9 0 . 0 1 1 . 0 9 0 . 0 1 1 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 36 0 3 6 1 P R I V A T E 3 P D E - 0 9 9 5 + 0 0 1 0 2 1 6 4 1 5 1 7 0 1 0 0 . 0 1 2 . 0 7 5 . 0 9 . 5 9 0 . 0 1 1 . 0 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 36 1 3 6 2 P R I V A T E 3 P D E - 0 1 0 1 6 + 6 4 9 6 5 0 1 9 4 6 3 8 5 . 0 1 0 . 5 7 0 . 0 9 . 0 9 5 . 0 1 1 . 5 ( 3 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 6 ( 1 ) 5 1 0 . 0 0 5 ( 1 ) 5 2 0 . 0 0 6 (6 ) 5 3 0 . 0 0 4 '( 3 ) 5 3 0 . 0 0 7 (6 ) 5 6 0 . 0 0 3 (3 ) 5 8 0 . 0 0 1 (3 ) 5 8 0 . 0 0 2 36 2 3 6 3 B L M H F T 1 0 2 3 + 1 4 1 0 5 8 6 6 6 9 8 7 0 . 0 9 . 0 7 0 . 0 9 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 1 ( 1 ) 5 1 0 . 0 0 1 ( 1 ) 5 2 0 . 0 0 1 ( 3 ) 5 3 0 . 0 0 1 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 2 36 3 3 6 4 B L M H F - S W I T C H 1 0 2 8 + 4 0 5 0 1 0 4 5 1 8 2 9 4 8 0 . 0 1 0 . 0 8 0 . 0 1 0 . 0 ( 2 ) 4 0 0 . 0 0 1 5 0 0 . 0 0 3 ( 1 ) 5 1 0 . 0 0 5 (1 ) 5 2 0 . 0 0 5 (1 ) 5 2 0 . 0 0 7 (1 ) 5 3 0 . 0 0 6 ( 4 ) 5 6 0 . 0 0 2 (2 ) 5 8 0 . 0 0 1 (2 ) 5 8 0 . 0 0 4 DS . J T DR . S H CO N S T R U C T I O N D R A W I N G S RE V I S I O N S LA AL I G N M E N T I N F O R M A T I O N L E F T P O L E M I D D L E P O L E R I G H T P O L E ST R # EX T . S T R # PR O P E R T Y S T R T Y P E S T A OH G W A S S Y 51 0 D W G ST R . L O C T O E X I S T I N G SP A N AH E A D ( F T ) ES T . S T R WE I G H T (L B S ) CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D CL A S S & HE I G H T ( F T ) MI N . E M B ( F T ) o r FN D FN D A S S Y 40 0 D W G ST R A S S Y 50 0 D W G 6/ 2 5 / 2 0 2 1 OP G W A S S Y 52 0 D W G CO N D A S S Y 53 0 D W G GU Y I N G A S S Y 56 0 D W G GR N D I N G A S S Y 58 0 D W G C O N S T R U C T I O N C O M M E N T S 2/ 1 9 / 2 0 2 1 IS S U E D F O R R E V I E W IS S U E D F O R 6 0 % R E V I E W - U P D A T E IP C / P E I IS S U E D F O R B I D IP C / P E I >M A R K E R B A L L S O N O H G W A N D O P G W >O P G W S P L I C E >E N D O F C O N S T R U C T I O N F O R 20 2 2 RE F . ( S ) X NO T E S : 1. D A M P E R L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 0 0 2. M A R K E R B A L L L O C A T I O N A N D S P A C I N G S H O W N O N 2 3 A - 73 9 2 9 - 8 1 0 3. C O N S T R U C T I O N F O R 2 0 2 2 ( 2 5 6 - 3 6 3 ) HU N T I N G T O N - Q U A R T Z VAULT# 23A-73929-120 13 8 k V L I N E # 4 2 3 CO N S T R U C T I O N 20 2 2 S T R U C T U R E L I S T SC A L E : N A D A T E 1 2 / 2 0 / 2 0 1 9 SH T . 1 1 2 0 . 0 0 6 0 6 SE C T I O N 2 0 0 SI T E M A P ė SE C T I O N 2 1 0 PL A N A N D P R O F I L E 3 / 6 & $ ' ' ' U D Z L Q J 3, 3, 3, %(1621&5((.5';1* *;6 5LJKW3ROH6WXEEHG'XHWR)LUH'DPDJH ' 30$BB 6* /'$' 7,(,172(;,67,1*/,1( '&'( 23*:63/,&( ;,1',&$7,9( 7/;1* +)'(B $* /'$' %* /'$' 30$BB 6* $' +)'(B $* /'$' %* /'$' 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, * 3'(B $* /'$' %* /'$' +)7$1B +)7$1/B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 ' $ 9 , 6 * $ 5 < 5 / 2 , 6 $ ' $ 9 , 6 * $ 5 < 5 / 2 , 6 $ ' $ 9 , 6 * $ 5 < 5 / 2 , 6 $ ' $ 9 , 6 * $ 5 < ' $ 9 , 6 * $ 5 < 5 / 2 , 6 $ ' 8 5 % , 1 & 5 ( ( . 5 ' ; 1 * %(1621&5((.5';1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 2 + * : # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 R U W K 3 / 6 & $ ' ' ' U D Z L Q J 3, 3, '85%,1&5((.5';1* ',67;1* 1* ,;1* ,;1* +)7$1/B +)7*B $* /'$' %* /'$' +)7*B $* /'$' %* /'$' +)7$1/B +)7$1B +)7$1B 3/$BB 6* /'$' 3'(BB $* /'$' %* /'$' 2 + * : # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 ' '85%,1&5((.5';1* ',67;1* &5.;1* ,;1* ,;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) &5.;1* 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 R U W K 3 / 6 & $ ' ' ' U D Z L Q J 3, ,;1* 3'(BB $* /'$'%* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, 3'(BB$* /'$' %* /'$' +)7$1B +)'(B $* /'$' %* /'$' +)7$1B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 +)'(B $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 9 , 6 * $ 6 * $ 5 < 5 / 2 , 6 $ ,;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1R U WK 3 / 6 & $ ' ' ' U D Z L Q J 3, 7/,1(;,1* +)'(B $* /'$' %* /'$' '&'( 7$372+817,1*721:,1'23*:63/,&( ;,1',&$7,9( 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 +)7$1B +)7$1B +)7$1/B +)'(B $* /'$' %* /'$' +)7$1B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 +)7$1B +)7$1B ,' $ + 2 3 2 : ( 5& ' $ 9,6 * / 2 ,6$ 7/,1(;,1* + 1 7 : 1 ' 6 8 % 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 RUWK 3 / 6 & $ ' ' ' U D Z L Q J 3, +)7$1/B +)7$1/B +)7$1B +)7$1B +)7$1B +)7$1B +)7$1B 3'(B $* /'$' %* /'$' +)7*B $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 RUWK 3 / 6 & $ ' ' ' U D Z L Q J 3'(BB $* /'$' %* /'$' +)7$1B +)7$1B +)7$1/B +)7$1/B +)7$1/B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 (1 -(5,77 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J 3, +)7$1B 3'(BB $* /'$' %* /'$' +)7$1/B +)7$1B +)7$1/B 3, +)'(B 23*:63/,&( $* /'$' %* /'$' 3/$BB 6* /'$' +)7$1B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J +)7$1B +)7$1B +)'(B $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 +)7$1/B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 5';1* 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3'(BB $* /'$' %* /'$' +)7$1B '52//& +$0021 +$002 '52//& 5<(9$//(< /15';1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 5<(9$//(</1 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J 3, 3'(BBB $* /'$' %* /'$' +)'(B $* /'$' %* /'$' +)7$1/B +)7$1B +)7$1B +)7$1B 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 5;1* +$0 1 '3('52// 6&+$))(/ 9(1 -(5,7 7 :$7(5;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) :$7(5 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J 3, 3, 3, :$7(5 ;1* 3'(BB$* /'$' %* /'$' +)7$1B +)7$1B 3'(BB $* /'$' %* /'$' +)7$1B +)7$1B +)7*B $* /'$' %* /'$' 30$BB 6* /'$' 3'(BB 23*:63/,&( $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 /' 0 $ $8,1 :$7(5;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J 1* 3'(BB 23*:63/,&( $* /'$' %* /'$' 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, ;1* ,;1* 7/;,1* 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3'(BB $* /'$' %* /'$' 3'(BB$* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 ' 2 0 $ 1 / , 1' $ - 55;1* ,;1* 7/;,1* :$7(5;1* :$7(5;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 55 :$7(5;1* :$7(5;1* 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 R U W K 3 / 6 & $ ' ' ' U D Z L Q J 3'(BB $* /'$' %* /'$' 3, +)7$1/B +)7$1/B 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 7/;1* '575' 6,*1;1* 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 8 6 $ % / 0 / $ 1' &$ 7 7 / ( / : , &. / $ 1' &$ 7 7 7 / ( / / & $ 7 7 / ( / / & ( / / & 1' &$ 7 7 / ( / / & 6,*1 7/;1* '575' 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 R U W K 3 / 6 & $ ' ' ' U D Z L Q J ,;1* '575' ;1* 3'(BB $* /'$' %* /'$' 6 5 ' ' ' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, 3'(BB $* /'$'%* /'$' +)7$1B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 +)7$1B 3, 3'(BB $* /'$'%* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 3, +)7$1/B 3'(BB $* /'$'%* /'$' +)7*B $* /'$' %* /'$' 2 + * : # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 : , & : , & . / $ 1 ' & $ 7 7 : , & . / $ 1 ' & $ 7 : , & . / $ 1 ' & $ 7 7 / ( 6,*1 ,;1* 595;1* 75' 5;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 55 595;1* 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1 R U W K 3 / 6 & $ ' ' ' U D Z L Q J +)7$1B +)7$1B +)7$1B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 *$7(5';1* +)'(B 23*:63/,&( $* /'$' %* /'$' +)7$1/B 3'(BB $* /'$' %* /'$' 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 8 *$7(5';1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J +)7$1B +)7$1B +)7$1B 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 ',67;1* +)7$1/B 3'(BB $* /'$' %* /'$' 6 7 , / 7 $ & 6 5 # % 0 ( ' 5 6 C 6 7 5 ' 1 2 2 3 * : # % 0 ( ' 5 6 C 6 7 5 2 + * : # % 0 ( ' 5 6 C 6 7 5 68,77(55$1&+5';1* 5 6 C ' 1 2 5 6 C 3'(BB $* /'$' %* /'$' +)7$1B 7',$021'%$5/ 68,77(55$1&+5';1* ',67;1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK 3 / 6 & $ ' ' ' U D Z L Q J +)6:,7&+B 6:,7&+1(/621 1(/6217$3 23*:63/,&( $* /'$' %* /'$' $6+ $6 + *52 6+,577$,/&5((.5';1* 1(6/217$3 $6+*597$3 '575';1* '575';1* ',67;1* '575';1* ',67;1* '575';1* 7 5 $ 1 6 0 , 6 6 , 2 1 ' ( 3 $ 5 7 0 ( 1 7 3 5 2 - ( & 7 , 1 ) 2 5 0 $ 7 , 2 1 ' $ 7 ( 6 , * 1 $ * ( ' ) 7 5 ' 6 * 1 ' $ 7 ( ' ( 6 & 5 , 3 7 , 2 1 5 ( 9 ' 5 $ : , 1 * 9 $ 8 / 7 $ 6 + ( ( 7 $ + 8 1 7 6 8 % 4 8 $ 5 7 = 6 8 % N 9 / , 1 ( 6 7 5 6 3 / $ 1 3 5 2 ) , / ( ' 6 * 1 & 1 ' 5 ) 7 ' 2 6 5 9 < , 3 & 6 & $ / ( C + 2 5 = C 9 ( 5 7 $ & 1 ' 2 ,6 6 8 ( ' ) 2 5 % , ' & 2 1 ' 8 & 7 2 5 . & 0 , / $ & 6 5 6 7 , / 7 6 + 2 : 1 # ) 2 + * : ( + 6 6 7 ( ( / 6 + 2 : 1 # ) 2 3 * : ' 1 2 6 + 2 : 1 # ) 9 H U W 6 F D O H + R U L ] 6 F D O H I W I W 1RUWK SE C T I O N 3 0 0 BI L L O F M A T E R I A L 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 REF. (S) x HUNTINGTON-QUARTZ VA U L T # 2 3 A - 7 3 9 2 9 - 3 0 0 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 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- 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 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- 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 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- 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 T I O N 5 0 0 AS S E M B L Y D R A W I N G S SE C T I O N 5 1 0 OH G W D R A W I N G S SE C T I O N 5 2 0 OP G W D R A W I N G S SE C T I O N 5 3 0 CO N D U C T O R D R A W I N G S 2 SE C T I O N 5 4 0 DI S T 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 HUNTINGTON-QUARTZ VA U L T # 2 3 A - 7 3 9 2 9 - 5 4 0 . 0 0 1 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 T I O N 5 5 0 CO M M U N I C A T I O N DR A W I N G S C D DS. DR DR. ST 2/5/2021 W.O. 27520569 IPC/PEI THIS DRAWING HAS BEEN LEFT BLANK INTENTIONALLY HUNTINGTON-QUARTZ VA U L T # 2 3 A - 7 3 9 2 9 - 5 5 0 . 0 0 1 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 N G S SE C T I O N 5 7 0 BR A C E & C R O S S A R M DR A W I N G S C D DS. DR DR. ST 2/5/2021 W.O. 27520569 IPC/PEI THIS DRAWING HAS BEEN LEFT BLANK INTENTIONALLY HUNTINGTON-QUARTZ VA U L T # 2 3 A - 7 3 9 2 9 - 5 7 0 . 0 0 1 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 I N G S SE C T I O N 5 9 0 MI S C E L L A N E O U S DR A W I N G S C D 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 U L T # 2 3 A - 7 3 9 2 9 - 5 9 0 . 0 0 1 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 SE C T I O N 6 0 0 LO A D & D E S I G N DR A W I N G S SE C T I O N 7 0 0 ST R I N G I N G D R A W I N G S 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 1 5 . 5 5 . 8 8 6 . 1 1 6 . 3 4 6 . 5 8 6 . 8 4 7 . 1 0 7 . 3 7 7 . 6 4 7 . 9 2 8 . 2 1 8 . 4 9 2 5 8 4 2 . 6 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 2 0 5 2 1 2 3 2 0 4 4 1 9 6 9 1 8 9 6 1 8 2 6 1 7 6 0 1 6 9 7 1 6 3 7 1 5 8 0 1 5 2 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 0 0 . 7 4 . 2 2 4 . 2 9 4 . 3 7 4 . 4 4 4 . 5 1 4 . 5 8 4 . 6 5 4 . 7 2 4 . 7 9 4 . 8 6 4 . 9 3 2 5 9 7 6 . 2 4 1 5 1 4 . 0 3 8 . 2 1 3 8 . 8 7 3 9 . 5 2 4 0 . 1 6 4 0 . 8 1 4 1 . 4 5 4 2 . 1 0 4 2 . 7 3 4 3 . 3 8 4 4 . 0 1 4 4 . 6 3 2 6 0 5 8 . 1 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 0 5 0 2 0 1 6 1 9 8 3 1 9 5 1 1 9 2 0 1 8 9 0 1 8 6 1 1 8 3 4 1 8 0 6 1 7 8 1 1 7 5 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 2 6 9 . 8 2 5 . 9 6 2 6 . 4 6 2 6 . 9 5 2 7 . 4 3 2 7 . 9 3 2 8 . 4 1 2 8 . 9 0 2 9 . 3 9 2 9 . 8 7 3 0 . 3 5 3 0 . 8 3 2 6 1 1 6 . 8 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 1 2 1 2 0 8 1 2 0 4 3 2 0 0 7 1 9 7 2 1 9 3 8 1 9 0 6 1 8 7 4 1 8 4 4 1 8 1 4 1 7 8 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 5 3 . 0 5 . 7 5 5 . 9 2 6 . 0 9 6 . 2 7 6 . 4 4 6 . 6 1 6 . 7 9 6 . 9 6 7 . 1 4 7 . 3 2 7 . 4 9 2 6 2 - 5 4 . 3 5 7 1 8 . 1 9 . 6 7 9 . 9 6 1 0 . 2 4 1 0 . 5 4 1 0 . 8 3 1 1 . 1 2 1 1 . 4 2 1 1 . 7 1 1 2 . 0 1 1 2 . 3 0 1 2 . 6 0 2 6 3 - 4 6 . 3 9 9 8 5 . 5 1 8 . 1 7 1 8 . 7 2 1 9 . 2 6 1 9 . 8 1 2 0 . 3 6 2 0 . 9 1 2 1 . 4 7 2 2 . 0 2 2 2 . 5 9 2 3 . 1 4 2 3 . 6 9 2 6 4 - 1 3 . 9 9 4 0 9 . 9 3 . 1 4 3 . 2 4 3 . 3 3 3 . 4 3 3 . 5 2 3 . 6 2 3 . 7 1 3 . 8 1 3 . 9 1 4 . 0 0 4 . 1 0 2 6 5 - 3 . 2 0 9 5 9 . 1 1 7 . 2 1 1 7 . 7 3 1 8 . 2 4 1 8 . 7 6 1 9 . 2 8 1 9 . 8 1 2 0 . 3 4 2 0 . 8 6 2 1 . 3 9 2 1 . 9 1 2 2 . 4 4 2 6 6 - 1 0 . 8 2 7 8 2 . 0 1 1 . 4 4 1 1 . 7 9 1 2 . 1 2 1 2 . 4 7 1 2 . 8 1 1 3 . 1 7 1 3 . 5 2 1 3 . 8 6 1 4 . 2 2 1 4 . 5 6 1 4 . 9 1 2 6 7 0 . 2 0 6 6 5 . 3 8 . 2 9 8 . 5 4 8 . 7 8 9 . 0 3 9 . 2 8 9 . 5 3 9 . 7 9 1 0 . 0 4 1 0 . 3 0 1 0 . 5 5 1 0 . 8 0 2 6 8 2 2 . 5 6 8 4 3 . 2 1 3 . 3 1 1 3 . 7 1 1 4 . 1 1 1 4 . 5 1 1 4 . 9 1 1 5 . 3 2 1 5 . 7 3 1 6 . 1 3 1 6 . 5 4 1 6 . 9 4 1 7 . 3 5 2 6 9 2 8 . 4 6 5 1 5 . 6 4 . 9 7 5 . 1 2 5 . 2 7 5 . 4 2 5 . 5 7 5 . 7 2 5 . 8 8 6 . 0 3 6 . 1 8 6 . 3 3 6 . 4 8 2 7 0 1 5 . 0 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 2 5 1 7 7 1 1 7 2 2 1 6 7 4 1 6 2 9 1 5 8 6 1 5 4 4 1 5 0 6 1 4 6 8 1 4 3 4 1 4 0 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 5 3 3 . 4 4 2 . 4 7 4 3 . 0 0 4 3 . 5 3 4 4 . 0 5 4 4 . 5 9 4 5 . 1 0 4 5 . 6 2 4 6 . 1 2 4 6 . 6 4 4 7 . 1 5 4 7 . 6 5 2 7 1 4 2 . 6 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 9 2 1 8 6 8 1 8 4 6 1 8 2 4 1 8 0 2 1 7 8 2 1 7 6 1 1 7 4 2 1 7 2 3 1 7 0 4 1 6 8 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 5 1 . 1 6 7 . 7 7 6 8 . 3 2 6 8 . 8 5 6 9 . 3 8 6 9 . 9 1 7 0 . 4 5 7 0 . 9 7 7 1 . 5 0 7 2 . 0 2 7 2 . 5 4 7 3 . 0 6 2 7 2 8 9 . 7 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 3 0 1 7 1 7 1 7 0 3 1 6 9 0 1 6 7 8 1 6 6 5 1 6 5 3 1 6 4 0 1 6 2 9 1 6 1 7 1 6 0 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 5 0 . 8 3 . 6 4 3 . 7 6 3 . 8 8 4 . 0 1 4 . 1 3 4 . 2 6 4 . 3 9 4 . 5 2 4 . 6 5 4 . 7 8 4 . 9 1 2 7 3 2 8 . 0 3 8 2 9 . 2 1 2 . 3 4 1 2 . 7 5 1 3 . 1 7 1 3 . 5 9 1 4 . 0 2 1 4 . 4 6 1 4 . 8 9 1 5 . 3 4 1 5 . 7 8 1 6 . 2 3 1 6 . 6 7 2 7 4 8 0 . 9 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 9 1 1 1 8 5 0 1 7 9 1 1 7 3 5 1 6 8 2 1 6 3 1 1 5 8 4 1 5 3 8 1 4 9 5 1 4 5 3 1 4 1 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 3 3 . 2 5 . 8 5 6 . 0 0 6 . 1 5 6 . 3 1 6 . 4 7 6 . 6 3 6 . 7 9 6 . 9 6 7 . 1 2 7 . 2 9 7 . 4 6 2 7 5 - 7 6 . 2 4 9 9 7 . 2 2 0 . 7 6 2 1 . 2 6 2 1 . 7 5 2 2 . 2 4 2 2 . 7 3 2 3 . 2 2 2 3 . 7 0 2 4 . 1 6 2 4 . 6 4 2 5 . 1 3 2 5 . 6 0 2 7 6 - 1 1 4 . 3 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 6 7 4 1 6 3 2 1 5 9 1 1 5 5 2 1 5 1 4 1 4 7 8 1 4 4 2 1 4 0 7 1 3 7 5 1 3 4 3 1 3 1 3 1 6 5 0 1 6 1 2 1 5 7 5 1 5 3 9 1 5 0 6 1 4 7 4 1 4 4 2 1 4 1 1 1 3 8 4 1 3 5 6 1 3 3 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 8 5 0 . 1 1 4 . 8 7 1 5 . 2 6 1 5 . 6 4 1 6 . 0 1 1 6 . 3 9 1 6 . 7 6 1 7 . 1 4 1 7 . 5 1 1 7 . 8 8 1 8 . 2 6 1 8 . 6 2 2 7 7 9 9 . 3 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 6 7 0 1 6 2 8 1 5 8 8 1 5 5 1 1 5 1 6 1 4 8 2 1 4 4 9 1 4 1 8 1 3 8 9 1 3 6 1 1 3 3 4 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 4 5 . 7 1 . 4 2 1 . 4 8 1 . 5 4 1 . 6 0 1 . 6 7 1 . 7 5 1 . 8 3 1 . 9 2 2 . 0 1 2 . 1 1 2 . 2 3 2 7 8 6 9 . 1 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 9 2 8 2 8 1 6 2 7 0 6 2 5 9 4 2 4 8 4 2 3 7 8 2 2 7 0 2 1 6 7 2 0 6 5 1 9 6 7 1 8 6 8 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 7 2 . 7 4 . 3 1 4 . 4 3 4 . 5 6 4 . 6 9 4 . 8 2 4 . 9 4 5 . 0 7 5 . 2 0 5 . 3 3 5 . 4 6 5 . 5 8 2 7 9 6 7 . 2 3 4 1 7 . 1 3 . 3 2 3 . 4 2 3 . 5 2 3 . 6 1 3 . 7 1 3 . 8 1 3 . 9 1 4 . 0 1 4 . 1 1 4 . 2 1 4 . 3 1 2 8 0 - 1 . 7 2 8 1 0 . 6 1 2 . 5 4 1 2 . 9 1 1 3 . 2 8 1 3 . 6 5 1 4 . 0 3 1 4 . 3 9 1 4 . 7 7 1 5 . 1 4 1 5 . 5 2 1 5 . 8 9 1 6 . 2 6 2 8 1 - 5 . 0 2 9 8 4 . 7 1 8 . 5 1 1 9 . 0 5 1 9 . 6 0 2 0 . 1 4 2 0 . 7 1 2 1 . 2 5 2 1 . 8 0 2 2 . 3 5 2 2 . 9 1 2 3 . 4 5 2 4 . 0 1 2 8 2 - 1 2 . 6 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 8 9 1 7 3 8 1 6 8 9 1 6 4 4 1 5 9 9 1 5 5 8 1 5 1 9 1 4 8 2 1 4 4 5 1 4 1 2 1 3 7 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 4 6 . 9 5 . 5 1 5 . 6 9 5 . 8 7 6 . 0 6 6 . 2 4 6 . 4 3 6 . 6 2 6 . 8 1 7 . 0 0 7 . 1 9 7 . 3 8 2 8 3 9 7 . 7 6 5 9 4 . 5 6 . 4 3 6 . 6 4 6 . 8 6 7 . 0 7 7 . 3 0 7 . 5 1 7 . 7 4 7 . 9 6 8 . 1 8 8 . 4 0 8 . 6 3 2 8 4 5 5 . 8 7 8 5 5 . 8 1 3 . 3 2 1 3 . 7 6 1 4 . 2 0 1 4 . 6 5 1 5 . 1 1 1 5 . 5 5 1 6 . 0 2 1 6 . 4 8 1 6 . 9 4 1 7 . 4 0 1 7 . 8 6 2 8 5 7 1 . 1 7 6 0 0 . 5 6 . 5 4 6 . 7 6 6 . 9 8 7 . 2 0 7 . 4 2 7 . 6 4 7 . 8 7 8 . 0 9 8 . 3 2 8 . 5 5 8 . 7 7 2 8 6 3 1 . 4 8 9 7 2 . 4 1 7 . 1 4 1 7 . 7 0 1 8 . 2 8 1 8 . 8 5 1 9 . 4 4 2 0 . 0 1 2 0 . 6 2 2 1 . 2 0 2 1 . 8 0 2 2 . 3 9 2 2 . 9 9 2 8 7 - 7 . 3 7 5 9 7 . 6 6 . 4 7 6 . 6 9 6 . 9 0 7 . 1 2 7 . 3 4 7 . 5 6 7 . 7 9 8 . 0 1 8 . 2 3 8 . 4 6 8 . 6 8 2 8 8 1 6 . 4 8 8 1 9 . 6 1 2 . 2 2 1 2 . 6 1 1 3 . 0 3 1 3 . 4 3 1 3 . 8 5 1 4 . 2 6 1 4 . 6 9 1 5 . 1 1 1 5 . 5 4 1 5 . 9 6 1 6 . 3 8 2 8 9 6 6 . 4 6 4 2 9 . 4 3 . 3 5 3 . 4 6 3 . 5 7 3 . 6 9 3 . 8 0 3 . 9 1 4 . 0 3 4 . 1 5 4 . 2 6 4 . 3 8 4 . 4 9 2 9 0 3 3 . 0 8 3 1 1 . 9 1 . 7 6 1 . 8 2 1 . 8 8 1 . 9 4 2 . 0 0 2 . 0 6 2 . 1 2 2 . 1 8 2 . 2 4 2 . 3 0 2 . 3 6 2 9 1 - 3 . 6 0 7 1 3 . 0 9 . 2 2 9 . 5 2 9 . 8 3 1 0 . 1 4 1 0 . 4 6 1 0 . 7 7 1 1 . 0 9 1 1 . 4 1 1 1 . 7 3 1 2 . 0 5 1 2 . 3 7 2 9 2 - 2 6 . 9 3 7 8 5 . 4 1 1 . 1 8 1 1 . 5 4 1 1 . 9 2 1 2 . 2 9 1 2 . 6 8 1 3 . 0 5 1 3 . 4 5 1 3 . 8 3 1 4 . 2 2 1 4 . 6 0 1 4 . 9 9 2 9 3 0 . 8 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 8 3 1 8 2 4 1 7 6 6 1 7 1 3 1 6 6 1 1 6 1 3 1 5 6 6 1 5 2 3 1 4 8 1 1 4 4 2 1 4 0 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 1 8 . 2 1 . 9 2 1 . 9 4 1 . 9 7 2 . 0 0 2 . 0 2 2 . 0 5 2 . 0 8 2 . 1 1 2 . 1 4 2 . 1 7 2 . 2 0 2 9 4 3 1 . 3 9 1 7 4 0 . 3 5 9 . 0 7 5 9 . 6 9 6 0 . 3 1 6 0 . 9 3 6 1 . 5 4 6 2 . 1 6 6 2 . 7 6 6 3 . 3 0 6 3 . 9 0 6 4 . 5 3 6 5 . 1 2 2 9 5 2 6 4 . 2 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 1 1 1 7 8 6 1 7 6 2 1 7 3 8 1 7 1 5 1 6 9 2 1 6 6 9 1 6 4 3 1 6 2 2 1 6 0 0 1 5 7 9 1 7 7 4 1 7 5 5 1 7 3 8 1 7 2 0 1 7 0 3 1 6 8 7 1 6 6 9 1 6 4 8 1 6 3 3 1 6 1 8 1 6 0 4 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 3 6 . 6 1 0 . 5 3 1 0 . 8 3 1 1 . 1 2 1 1 . 4 2 1 1 . 7 1 1 2 . 0 1 1 2 . 3 0 1 2 . 6 0 1 2 . 8 9 1 3 . 1 9 1 3 . 4 8 2 9 6 4 1 . 5 4 6 4 3 . 9 8 . 0 4 8 . 2 6 8 . 4 9 8 . 7 1 8 . 9 4 9 . 1 6 9 . 3 9 9 . 6 2 9 . 8 4 1 0 . 0 6 1 0 . 2 9 2 9 7 6 . 7 5 9 1 4 . 0 1 6 . 2 0 1 6 . 6 6 1 7 . 1 1 1 7 . 5 6 1 8 . 0 1 1 8 . 4 7 1 8 . 9 3 1 9 . 3 9 1 9 . 8 4 2 0 . 2 9 2 0 . 7 4 2 9 8 2 4 . 1 6 7 7 7 . 6 1 1 . 7 6 1 2 . 0 9 1 2 . 4 1 1 2 . 7 5 1 3 . 0 7 1 3 . 4 1 1 3 . 7 4 1 4 . 0 7 1 4 . 4 0 1 4 . 7 2 1 5 . 0 5 2 9 9 6 3 . 4 8 1 0 7 0 . 9 2 2 . 2 5 2 2 . 8 7 2 3 . 4 9 2 4 . 1 2 2 4 . 7 4 2 5 . 3 7 2 6 . 0 0 2 6 . 6 3 2 7 . 2 5 2 7 . 8 7 2 8 . 4 9 3 0 0 3 7 . 5 4 5 5 7 . 5 6 . 0 5 6 . 2 2 6 . 3 9 6 . 5 6 6 . 7 2 6 . 9 0 7 . 0 6 7 . 2 4 7 . 4 0 7 . 5 7 7 . 7 4 3 0 1 5 0 . 9 5 5 6 6 . 0 6 . 2 3 6 . 4 0 6 . 5 8 6 . 7 5 6 . 9 3 7 . 1 0 7 . 2 8 7 . 4 5 7 . 6 3 7 . 8 0 7 . 9 7 3 0 2 4 7 . 8 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 6 1 1 7 1 3 1 6 6 8 1 6 2 5 1 5 8 4 1 5 4 5 1 5 0 8 1 4 7 2 1 4 3 9 1 4 0 7 1 3 7 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 8 3 . 9 2 4 . 8 2 2 5 . 3 9 2 5 . 9 7 2 6 . 5 3 2 7 . 1 0 2 7 . 6 7 2 8 . 2 3 2 8 . 8 0 2 9 . 3 5 2 9 . 9 0 3 0 . 4 6 3 0 3 - 9 8 . 9 8 6 2 5 . 7 8 . 2 4 8 . 4 3 8 . 6 2 8 . 8 1 9 . 0 0 9 . 1 9 9 . 3 7 9 . 5 6 9 . 7 5 9 . 9 3 1 0 . 1 1 3 0 4 - 3 0 . 1 1 5 3 8 . 0 6 . 0 9 6 . 2 3 6 . 3 7 6 . 5 1 6 . 6 5 6 . 7 9 6 . 9 3 7 . 0 7 7 . 2 0 7 . 3 4 7 . 4 7 3 0 5 - 2 2 . 9 4 9 5 2 . 1 1 9 . 1 2 1 9 . 5 6 2 0 . 0 1 2 0 . 4 4 2 0 . 8 8 2 1 . 3 2 2 1 . 7 5 2 2 . 1 9 2 2 . 6 2 2 3 . 0 4 2 3 . 4 7 3 0 6 - 7 2 . 6 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 6 2 3 1 5 8 7 1 5 5 1 1 5 1 8 1 4 8 7 1 4 5 6 1 4 2 7 1 3 9 9 1 3 7 3 1 3 4 8 1 3 2 3 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 2 6 . 7 9 . 7 0 1 0 . 0 2 1 0 . 3 4 1 0 . 6 5 1 0 . 9 8 1 1 . 3 1 1 1 . 6 4 1 1 . 9 7 1 2 . 3 0 1 2 . 6 3 1 2 . 9 6 3 0 7 1 2 . 9 2 6 5 1 . 7 7 . 8 6 8 . 1 2 8 . 3 7 8 . 6 3 8 . 9 0 9 . 1 6 9 . 4 2 9 . 7 0 9 . 9 6 1 0 . 2 3 1 0 . 5 0 3 0 8 - 7 8 . 8 1 8 2 3 . 1 1 2 . 6 0 1 3 . 0 2 1 3 . 4 2 1 3 . 8 4 1 4 . 2 6 1 4 . 6 9 1 5 . 1 1 1 5 . 5 4 1 5 . 9 7 1 6 . 4 1 1 6 . 8 3 3 0 9 - 1 3 0 . 1 5 5 5 7 . 6 5 . 7 4 5 . 9 3 6 . 1 2 6 . 3 1 6 . 5 0 6 . 7 0 6 . 8 9 7 . 0 9 7 . 2 8 7 . 4 8 7 . 6 7 3 1 0 - 6 1 . 0 0 8 1 4 . 1 1 2 . 2 2 1 2 . 6 3 1 3 . 0 2 1 3 . 4 2 1 3 . 8 4 1 4 . 2 5 1 4 . 6 6 1 5 . 0 8 1 5 . 5 0 1 5 . 9 2 1 6 . 3 3 3 1 1 - 7 3 . 0 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 5 8 1 7 9 9 1 7 4 4 1 6 9 2 1 6 4 2 1 5 9 4 1 5 5 0 1 5 0 6 1 4 6 6 1 4 2 7 1 3 9 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 1 6 3 . 8 3 3 . 1 8 3 3 . 7 4 3 4 . 2 9 3 4 . 8 3 3 5 . 3 9 3 5 . 9 2 3 6 . 4 6 3 7 . 0 0 3 7 . 5 3 3 8 . 0 5 3 8 . 5 8 3 1 2 - 2 0 5 . 0 4 6 3 4 . 8 1 0 . 2 6 1 0 . 4 3 1 0 . 6 0 1 0 . 7 7 1 0 . 9 4 1 1 . 1 1 1 1 . 2 7 1 1 . 4 4 1 1 . 6 0 1 1 . 7 7 1 1 . 9 3 3 1 3 - 2 1 5 . 5 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 4 1 6 1 3 9 3 1 3 7 0 1 3 4 9 1 3 2 8 1 3 0 8 1 2 8 9 1 2 7 0 1 2 5 2 1 2 3 5 1 2 1 8 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 4 5 . 1 6 6 . 9 2 6 7 . 4 6 6 7 . 9 9 6 8 . 5 3 6 9 . 0 6 6 9 . 5 9 7 0 . 1 0 7 0 . 5 6 7 1 . 0 7 7 1 . 6 3 7 2 . 1 4 3 1 4 4 6 . 1 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 4 2 1 7 2 8 1 7 1 5 1 7 0 2 1 6 8 9 1 6 7 7 1 6 6 3 1 6 4 3 1 6 3 1 1 6 2 1 1 6 0 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 8 8 . 4 1 . 1 9 1 . 2 3 1 . 2 8 1 . 3 4 1 . 3 9 1 . 4 5 1 . 5 1 1 . 5 7 1 . 6 3 1 . 7 0 1 . 7 6 3 1 5 - 1 5 . 3 0 6 4 5 . 0 5 . 9 3 6 . 1 7 6 . 4 2 6 . 6 8 6 . 9 6 7 . 2 4 7 . 5 4 7 . 8 5 8 . 1 6 8 . 4 9 8 . 8 3 3 1 6 - 4 0 . 0 0 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 3 9 7 2 3 0 6 2 2 1 4 2 1 2 9 2 0 4 4 1 9 6 5 1 8 8 7 1 8 1 3 1 7 4 3 1 6 7 6 1 6 1 2 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 3 1 0 . 1 4 3 . 2 4 4 3 . 6 6 4 4 . 0 7 4 4 . 4 9 4 4 . 9 0 4 5 . 3 1 4 5 . 7 0 4 6 . 0 7 4 6 . 4 7 4 6 . 9 0 4 7 . 3 0 3 1 7 - 2 8 . 5 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 3 5 9 1 3 4 7 1 3 3 4 1 3 2 1 1 3 1 0 1 2 9 8 1 2 8 3 1 2 6 8 1 2 5 7 1 2 4 8 1 2 3 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 3 7 . 4 2 0 . 4 3 2 1 . 0 4 2 1 . 6 7 2 2 . 3 0 2 2 . 9 2 2 3 . 5 4 2 4 . 1 8 2 4 . 8 0 2 5 . 4 4 2 6 . 0 7 2 6 . 7 0 3 1 8 - 5 . 1 2 7 7 3 . 7 1 1 . 3 8 1 1 . 7 2 1 2 . 0 7 1 2 . 4 2 1 2 . 7 7 1 3 . 1 1 1 3 . 4 7 1 3 . 8 1 1 4 . 1 7 1 4 . 5 2 1 4 . 8 7 3 1 9 - 4 2 . 7 1 5 0 1 . 5 4 . 7 7 4 . 9 2 5 . 0 6 5 . 2 1 5 . 3 6 5 . 5 0 5 . 6 5 5 . 8 0 5 . 9 4 6 . 0 9 6 . 2 4 3 2 0 - 8 . 8 5 3 9 9 . 2 3 . 0 2 3 . 1 1 3 . 2 1 3 . 3 0 3 . 3 9 3 . 4 8 3 . 5 8 3 . 6 7 3 . 7 6 3 . 8 6 3 . 9 5 3 2 1 - 5 . 0 6 3 1 9 . 2 1 . 9 8 2 . 0 3 2 . 0 9 2 . 1 6 2 . 2 2 2 . 2 8 2 . 3 4 2 . 4 0 2 . 4 6 2 . 5 2 2 . 5 8 3 2 2 - 6 6 . 5 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 9 8 1 7 4 6 1 6 9 6 1 6 4 8 1 6 0 3 1 5 6 1 1 5 2 0 1 4 8 2 1 4 4 5 1 4 1 0 1 3 7 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 0 4 . 5 6 3 . 3 4 6 3 . 8 8 6 4 . 4 1 6 4 . 9 4 6 5 . 4 8 6 6 . 0 1 6 6 . 5 3 6 7 . 0 5 6 7 . 5 7 6 8 . 1 0 6 8 . 6 1 3 2 3 - 3 2 . 3 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 5 8 1 7 4 3 1 7 2 8 1 7 1 4 1 7 0 0 1 6 8 7 1 6 7 4 1 6 6 1 1 6 4 8 1 6 3 5 1 6 2 3 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 0 4 . 3 7 . 9 5 8 . 2 5 8 . 5 6 8 . 8 8 9 . 2 0 9 . 5 3 9 . 8 7 1 0 . 2 2 1 0 . 5 7 1 0 . 9 2 1 1 . 2 8 3 2 4 1 9 . 0 6 6 9 6 . 7 7 . 7 8 8 . 0 7 8 . 3 7 8 . 6 8 9 . 0 0 9 . 3 2 9 . 6 5 9 . 9 9 1 0 . 3 4 1 0 . 6 9 1 1 . 0 3 3 2 5 1 4 . 9 1 3 1 1 . 7 1 . 5 6 1 . 6 2 1 . 6 8 1 . 7 4 1 . 8 0 1 . 8 7 1 . 9 3 2 . 0 0 2 . 0 7 2 . 1 4 2 . 2 1 3 2 6 - 9 . 1 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 1 2 9 2 0 5 2 1 9 7 9 1 9 0 8 1 8 4 0 1 7 7 7 1 7 1 7 1 6 5 8 1 6 0 2 1 5 5 1 1 5 0 2 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 9 0 . 1 6 . 5 2 6 . 7 1 6 . 9 2 7 . 1 2 7 . 3 2 7 . 5 2 7 . 7 3 7 . 9 4 8 . 1 4 8 . 3 5 8 . 5 5 3 2 7 - 1 5 . 4 6 6 1 9 . 3 7 . 1 7 7 . 3 9 7 . 6 1 7 . 8 4 8 . 0 6 8 . 2 8 8 . 5 1 8 . 7 4 8 . 9 6 9 . 1 9 9 . 4 2 3 2 8 - 4 . 0 5 2 9 8 . 7 1 . 6 7 1 . 7 2 1 . 7 7 1 . 8 3 1 . 8 8 1 . 9 3 1 . 9 8 2 . 0 4 2 . 0 9 2 . 1 4 2 . 1 9 3 2 9 - 1 7 . 0 4 1 0 0 0 . 3 1 8 . 7 2 1 9 . 2 9 1 9 . 8 8 2 0 . 4 6 2 1 . 0 4 2 1 . 6 2 2 2 . 2 1 2 2 . 8 1 2 3 . 4 0 2 4 . 0 0 2 4 . 5 8 3 3 0 - 1 0 . 6 9 7 6 4 . 8 1 0 . 9 5 1 1 . 2 8 1 1 . 6 2 1 1 . 9 6 1 2 . 3 1 1 2 . 6 4 1 2 . 9 9 1 3 . 3 4 1 3 . 6 8 1 4 . 0 3 1 4 . 3 7 3 3 1 2 7 . 4 0 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 2 5 1 7 7 1 1 7 1 9 1 6 7 0 1 6 2 4 1 5 8 0 1 5 3 8 1 4 9 8 1 4 6 0 1 4 2 4 1 3 9 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 9 5 . 4 7 1 . 4 6 7 1 . 9 9 7 2 . 5 4 7 3 . 0 7 7 3 . 6 2 7 4 . 1 4 7 4 . 6 7 7 5 . 2 0 7 5 . 7 3 7 6 . 2 5 7 6 . 7 7 3 3 2 1 3 8 . 8 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 2 3 1 7 1 1 1 6 9 8 1 6 8 5 1 6 7 3 1 6 6 1 1 6 5 0 1 6 3 8 1 6 2 7 1 6 1 6 1 6 0 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 7 4 . 0 3 . 0 0 3 . 1 2 3 . 2 5 3 . 3 9 3 . 5 4 3 . 6 9 3 . 8 6 4 . 0 3 4 . 2 2 4 . 4 1 4 . 6 1 3 3 3 5 7 . 4 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 7 7 2 4 7 6 2 3 7 6 2 2 7 9 2 1 8 4 2 0 9 1 2 0 0 2 1 9 1 6 1 8 3 1 1 7 5 0 1 6 7 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 7 1 8 . 5 5 6 . 5 3 5 7 . 0 7 5 7 . 6 0 5 8 . 1 4 5 8 . 6 7 5 9 . 2 0 5 9 . 6 8 6 0 . 1 4 6 0 . 6 5 6 1 . 2 1 6 1 . 7 2 3 3 4 5 4 . 5 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 8 9 1 7 7 3 1 7 5 6 1 7 4 1 1 7 2 6 1 7 1 2 1 6 8 9 1 6 6 9 1 6 5 5 1 6 4 5 1 6 3 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 4 3 . 0 2 6 . 3 4 2 6 . 7 8 2 7 . 2 0 2 7 . 6 1 2 8 . 0 3 2 8 . 4 5 2 8 . 8 5 2 9 . 2 6 2 9 . 6 6 3 0 . 0 6 3 0 . 4 6 3 3 5 2 0 4 . 9 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 4 3 7 1 4 1 4 1 3 9 2 1 3 7 1 1 3 5 1 1 3 3 1 1 3 1 2 1 2 9 4 1 2 7 7 1 2 6 0 1 2 4 3 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 5 3 2 . 3 4 2 . 4 3 4 2 . 9 6 4 3 . 4 9 4 4 . 0 1 4 4 . 5 3 4 5 . 0 5 4 5 . 5 4 4 5 . 9 8 4 6 . 4 9 4 7 . 0 4 4 7 . 5 4 3 3 6 - 3 9 . 1 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 9 4 1 8 7 1 1 8 4 9 1 8 2 7 1 8 0 6 1 7 8 6 1 7 6 2 1 7 3 6 1 7 1 7 1 7 0 1 1 6 8 3 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 9 4 5 . 7 1 2 . 0 7 1 2 . 4 1 1 2 . 7 5 1 3 . 1 0 1 3 . 4 6 1 3 . 8 6 1 4 . 2 0 1 4 . 5 5 1 4 . 9 3 1 5 . 3 2 1 5 . 7 1 3 3 7 - 6 7 . 5 3 8 0 2 . 6 8 . 6 8 8 . 9 2 9 . 1 6 9 . 4 1 9 . 6 6 9 . 9 3 1 0 . 1 9 1 0 . 4 6 1 0 . 7 2 1 1 . 0 0 1 1 . 2 8 3 3 8 - 2 2 . 5 1 1 1 6 9 . 4 1 8 . 5 9 1 9 . 0 8 1 9 . 5 9 2 0 . 1 0 2 0 . 6 2 2 1 . 1 6 2 1 . 6 1 2 2 . 1 4 2 2 . 6 7 2 3 . 2 2 2 3 . 7 5 3 3 9 4 0 . 1 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 3 4 2 4 6 6 2 3 9 9 2 3 3 6 2 2 7 5 2 2 1 9 2 1 5 7 2 1 0 0 2 0 4 7 1 9 9 5 1 9 4 6 2 5 3 1 2 4 6 3 2 3 9 8 2 3 3 4 2 2 7 4 2 2 1 8 2 1 5 6 2 1 0 1 2 0 4 9 1 9 9 6 1 9 4 8 2 5 1 8 2 4 5 1 2 3 8 8 2 3 2 7 2 2 6 9 2 2 1 6 2 1 5 6 2 1 0 4 2 0 5 5 2 0 0 6 1 9 6 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 7 3 4 . 0 6 0 . 4 9 6 1 . 0 3 6 1 . 5 6 6 2 . 1 1 6 2 . 6 4 6 3 . 1 8 6 3 . 7 0 6 4 . 2 3 6 4 . 7 6 6 5 . 2 8 6 5 . 7 9 3 4 0 - 2 6 9 . 6 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 1 9 1 7 0 4 1 6 8 9 1 6 7 4 1 6 6 0 1 6 4 6 1 6 3 3 1 6 1 9 1 6 0 6 1 5 9 3 1 5 8 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 1 3 8 . 5 3 3 . 6 1 3 4 . 0 5 3 4 . 4 8 3 4 . 9 0 3 5 . 3 3 3 5 . 7 5 3 6 . 1 5 3 6 . 5 5 3 6 . 9 6 3 7 . 3 9 3 7 . 8 0 3 4 1 2 7 1 . 8 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 3 5 6 1 3 3 9 1 3 2 3 1 3 0 7 1 2 9 1 1 2 7 7 1 2 5 8 1 2 4 0 1 2 2 7 1 2 1 5 1 2 0 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 5 9 . 1 7 . 8 7 8 . 1 5 8 . 4 4 8 . 7 3 9 . 0 3 9 . 3 3 9 . 6 5 9 . 9 5 1 0 . 2 6 1 0 . 5 8 1 0 . 8 9 3 4 2 1 4 5 . 7 5 5 9 6 . 9 6 . 5 2 6 . 7 5 6 . 9 9 7 . 2 3 7 . 4 8 7 . 7 3 7 . 9 9 8 . 2 4 8 . 5 0 8 . 7 6 9 . 0 2 3 4 3 1 5 8 . 1 3 7 6 3 . 9 1 0 . 6 0 1 0 . 9 8 1 1 . 3 7 1 1 . 7 6 1 2 . 1 6 1 2 . 5 7 1 2 . 9 9 1 3 . 4 1 1 3 . 8 2 1 4 . 2 5 1 4 . 6 8 3 4 4 1 7 8 . 2 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 9 3 1 1 8 6 3 1 7 9 9 1 7 3 9 1 6 8 2 1 6 2 7 1 5 7 4 1 5 2 6 1 4 8 0 1 4 3 6 1 3 9 4 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 1 0 . 0 2 2 . 2 0 2 2 . 7 2 2 3 . 2 4 2 3 . 7 6 2 4 . 2 9 2 4 . 8 1 2 5 . 3 2 2 5 . 8 4 2 6 . 3 5 2 6 . 8 6 2 7 . 3 7 3 4 5 1 9 1 . 3 5 5 7 3 . 0 7 . 2 0 7 . 3 7 7 . 5 4 7 . 7 1 7 . 8 8 8 . 0 5 8 . 2 2 8 . 3 8 8 . 5 5 8 . 7 2 8 . 8 8 3 4 6 1 3 3 . 4 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 5 9 7 1 5 6 1 1 5 2 6 1 4 9 2 1 4 6 0 1 4 2 9 1 4 0 0 1 3 7 3 1 3 4 6 1 3 2 0 1 2 9 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 3 3 . 8 0 . 8 2 0 . 8 5 0 . 8 9 0 . 9 2 0 . 9 6 1 . 0 0 1 . 0 4 1 . 0 8 1 . 1 3 1 . 1 7 1 . 2 1 3 4 7 - 4 . 8 1 7 3 1 . 7 8 . 1 0 8 . 4 3 8 . 7 7 9 . 1 3 9 . 5 0 9 . 8 8 1 0 . 2 8 1 0 . 6 9 1 1 . 1 2 1 1 . 5 5 1 2 . 0 0 3 4 8 - 9 7 . 2 3 3 8 0 . 2 2 . 2 1 2 . 3 0 2 . 3 9 2 . 4 9 2 . 5 9 2 . 7 0 2 . 8 1 2 . 9 2 3 . 0 3 3 . 1 5 3 . 2 7 3 4 9 - 7 5 . 0 0 5 9 6 . 0 5 . 4 1 5 . 6 3 5 . 8 6 6 . 1 0 6 . 3 5 6 . 6 0 6 . 8 7 7 . 1 4 7 . 4 3 7 . 7 2 8 . 0 2 3 5 0 - 1 0 6 . 6 0 4 9 7 . 8 3 . 7 7 3 . 9 2 4 . 0 8 4 . 2 5 4 . 4 2 4 . 6 0 4 . 7 8 4 . 9 7 5 . 1 8 5 . 3 7 5 . 5 8 3 5 1 - 8 4 . 5 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 2 7 6 2 1 8 7 2 1 0 2 2 0 2 0 1 9 4 1 1 8 6 6 1 7 9 3 1 7 2 4 1 6 5 7 1 5 9 6 1 5 3 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 9 5 . 1 1 2 . 4 2 1 2 . 7 5 1 3 . 0 9 1 3 . 4 2 1 3 . 7 6 1 4 . 1 0 1 4 . 4 3 1 4 . 7 7 1 5 . 1 0 1 5 . 4 4 1 5 . 7 7 3 5 2 6 . 1 6 8 5 9 . 9 1 4 . 5 6 1 4 . 9 5 1 5 . 3 4 1 5 . 7 3 1 6 . 1 2 1 6 . 5 2 1 6 . 9 1 1 7 . 3 1 1 7 . 7 0 1 8 . 0 9 1 8 . 4 8 3 5 3 5 2 . 4 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 7 3 7 1 6 9 2 1 6 4 9 1 6 0 8 1 5 6 9 1 5 3 1 1 4 9 6 1 4 6 1 1 4 2 9 1 3 9 8 1 3 6 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 0 4 3 . 0 8 5 . 2 7 8 5 . 8 2 8 6 . 3 6 8 6 . 8 9 8 7 . 4 3 8 7 . 9 5 8 8 . 4 7 8 9 . 0 1 8 9 . 5 3 9 0 . 0 5 9 0 . 5 6 3 5 4 6 8 . 4 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 6 7 5 1 6 6 4 1 6 5 4 1 6 4 4 1 6 3 4 1 6 2 4 1 6 1 5 1 6 0 5 1 5 9 6 1 5 8 7 1 5 7 8 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 4 5 . 9 3 . 6 9 3 . 8 1 3 . 9 3 4 . 0 5 4 . 1 7 4 . 3 0 4 . 4 2 4 . 5 5 4 . 6 7 4 . 8 0 4 . 9 2 3 5 5 - 2 8 . 7 9 3 2 0 . 2 1 . 9 1 1 . 9 7 2 . 0 3 2 . 0 9 2 . 1 6 2 . 2 2 2 . 2 8 2 . 3 5 2 . 4 2 2 . 4 8 2 . 5 4 3 5 6 - 3 0 . 7 9 6 2 5 . 2 7 . 3 5 7 . 5 9 7 . 8 2 8 . 0 7 8 . 3 2 8 . 5 6 8 . 8 1 9 . 0 6 9 . 3 1 9 . 5 6 9 . 8 1 3 5 7 - 1 1 0 . 1 9 7 7 1 . 8 1 1 . 1 3 1 1 . 4 9 1 1 . 8 5 1 2 . 2 3 1 2 . 5 9 1 2 . 9 7 1 3 . 3 4 1 3 . 7 2 1 4 . 1 0 1 4 . 4 8 1 4 . 8 5 3 5 8 - 1 0 3 . 8 9 9 4 8 . 4 1 6 . 7 0 1 7 . 2 4 1 7 . 7 7 1 8 . 3 4 1 8 . 8 9 1 9 . 4 6 2 0 . 0 0 2 0 . 5 8 2 1 . 1 5 2 1 . 7 1 2 2 . 2 8 3 5 9 - 6 3 . 4 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 8 4 3 1 7 8 5 1 7 3 2 1 6 7 8 1 6 2 9 1 5 8 2 1 5 3 9 1 4 9 5 1 4 5 5 1 4 1 8 1 3 8 2 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 1 6 1 . 6 9 6 . 5 9 9 7 . 1 3 9 7 . 6 7 9 8 . 2 0 9 8 . 7 3 9 9 . 2 7 9 9 . 7 7 1 0 0 . 1 9 1 0 0 . 6 9 1 0 1 . 2 7 1 0 1 . 7 9 3 6 0 1 4 . 7 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 1 6 5 9 1 6 5 0 1 6 4 1 1 6 3 2 1 6 2 4 1 6 1 7 1 6 0 5 1 5 8 7 1 5 7 9 1 5 7 4 1 5 6 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 ( + 6 6 7 ( ( / 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 4 8 . 9 6 . 4 9 6 . 7 5 7 . 0 1 7 . 2 9 7 . 5 7 7 . 8 7 8 . 1 8 8 . 4 9 8 . 8 1 9 . 1 2 9 . 4 6 3 6 1 - 1 8 . 3 6 5 2 6 . 1 4 . 2 7 4 . 4 3 4 . 6 1 4 . 7 9 4 . 9 8 5 . 1 7 5 . 3 7 5 . 5 8 5 . 7 9 6 . 0 0 6 . 2 2 3 6 2 1 1 . 9 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 2 1 4 2 1 3 1 2 0 5 0 1 9 7 2 1 8 9 9 1 8 2 7 1 7 5 8 1 6 9 4 1 6 3 3 1 5 7 6 1 5 2 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 2+ * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 1 6 . 3 5 . 4 2 5 . 7 0 6 . 0 1 6 . 3 3 6 . 6 7 7 . 0 3 7 . 4 0 7 . 7 8 8 . 1 7 8 . 5 8 8 . 9 9 2 5 8 4 2 . 6 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 2 6 8 3 1 0 4 2 9 4 7 2 7 9 8 2 6 5 6 2 5 2 0 2 3 9 4 2 2 7 5 2 1 6 7 2 0 6 4 1 9 6 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 9 3 . 4 3 . 9 3 4 . 0 2 4 . 1 2 4 . 2 1 4 . 3 1 4 . 4 0 4 . 5 0 4 . 5 9 4 . 6 8 4 . 7 7 4 . 8 7 2 5 9 7 6 . 2 4 1 5 0 6 . 7 3 6 . 2 5 3 7 . 1 3 3 8 . 0 1 3 8 . 8 8 3 9 . 7 7 4 0 . 6 4 4 1 . 5 1 4 2 . 3 6 4 3 . 2 2 4 4 . 0 7 4 4 . 9 2 2 6 0 5 8 . 1 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 9 1 6 2 8 4 7 2 7 8 1 2 7 1 9 2 6 5 9 2 6 0 2 2 5 4 7 2 4 9 6 2 4 4 7 2 4 0 0 2 3 5 4 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 2 5 7 . 3 2 4 . 2 4 2 4 . 8 9 2 5 . 5 5 2 6 . 2 1 2 6 . 8 6 2 7 . 5 3 2 8 . 1 9 2 8 . 8 4 2 9 . 4 9 3 0 . 1 3 3 0 . 7 8 2 6 1 1 6 . 8 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 0 3 5 2 9 5 5 2 8 7 9 2 8 0 6 2 7 3 8 2 6 7 2 2 6 1 0 2 5 5 1 2 4 9 5 2 4 4 2 2 3 9 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 4 0 . 6 4 . 9 3 5 . 1 5 5 . 3 7 5 . 5 9 5 . 8 2 6 . 0 5 6 . 2 8 6 . 5 1 6 . 7 4 6 . 9 7 7 . 2 0 2 6 2 - 5 4 . 3 5 7 1 8 . 1 8 . 6 8 9 . 0 6 9 . 4 5 9 . 8 4 1 0 . 2 4 1 0 . 6 4 1 1 . 0 5 1 1 . 4 6 1 1 . 8 6 1 2 . 2 7 1 2 . 6 8 2 6 3 - 4 6 . 3 9 9 8 5 . 5 1 6 . 3 2 1 7 . 0 3 1 7 . 7 6 1 8 . 5 0 1 9 . 2 5 2 0 . 0 0 2 0 . 7 7 2 1 . 5 4 2 2 . 3 0 2 3 . 0 8 2 3 . 8 4 2 6 4 - 1 3 . 9 9 4 0 9 . 9 2 . 8 2 2 . 9 4 3 . 0 7 3 . 2 0 3 . 3 3 3 . 4 6 3 . 5 9 3 . 7 2 3 . 8 6 3 . 9 9 4 . 1 2 2 6 5 - 3 . 2 0 9 5 9 . 1 1 5 . 4 5 1 6 . 1 3 1 6 . 8 2 1 7 . 5 2 1 8 . 2 4 1 8 . 9 4 1 9 . 6 7 2 0 . 4 0 2 1 . 1 3 2 1 . 8 6 2 2 . 5 8 2 6 6 - 1 0 . 8 2 7 8 2 . 0 1 0 . 2 7 1 0 . 7 2 1 1 . 1 8 1 1 . 6 4 1 2 . 1 2 1 2 . 5 9 1 3 . 0 8 1 3 . 5 6 1 4 . 0 4 1 4 . 5 3 1 5 . 0 0 2 6 7 0 . 2 0 6 6 5 . 3 7 . 4 4 7 . 7 6 8 . 1 0 8 . 4 3 8 . 7 8 9 . 1 2 9 . 4 7 9 . 8 2 1 0 . 1 7 1 0 . 5 2 1 0 . 8 7 2 6 8 2 2 . 5 6 8 3 8 . 7 1 1 . 8 2 1 2 . 3 4 1 2 . 8 7 1 3 . 4 0 1 3 . 9 5 1 4 . 4 9 1 5 . 0 5 1 5 . 6 1 1 6 . 1 6 1 6 . 7 2 1 7 . 2 7 2 6 9 2 8 . 4 6 5 1 7 . 0 4 . 4 9 4 . 6 9 4 . 8 9 5 . 0 9 5 . 3 0 5 . 5 1 5 . 7 2 5 . 9 3 6 . 1 4 6 . 3 5 6 . 5 6 2 7 0 1 5 . 0 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 6 9 2 6 5 4 2 5 4 4 2 4 4 3 2 3 4 7 2 2 5 9 2 1 7 6 2 0 9 8 2 0 2 6 1 9 5 9 1 8 9 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 5 3 7 . 8 4 0 . 7 8 4 1 . 5 2 4 2 . 2 3 4 2 . 9 6 4 3 . 6 8 4 4 . 3 8 4 5 . 0 7 4 5 . 7 9 4 6 . 4 7 4 7 . 1 6 4 7 . 8 4 2 7 1 4 2 . 6 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 0 0 2 6 5 2 2 6 0 7 2 5 6 3 2 5 2 1 2 4 8 1 2 4 4 3 2 4 0 5 2 3 7 0 2 3 3 5 2 3 0 2 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 4 9 . 5 6 4 . 2 6 6 5 . 0 1 6 5 . 7 5 6 6 . 4 8 6 7 . 2 2 6 7 . 9 5 6 8 . 6 7 6 9 . 3 8 7 0 . 0 9 7 0 . 8 0 7 1 . 5 0 2 7 2 8 9 . 7 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 8 2 2 4 5 4 2 4 2 6 2 3 9 9 2 3 7 3 2 3 4 8 2 3 2 3 2 2 9 9 2 2 7 6 2 2 5 4 2 2 3 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 5 0 . 8 3 . 2 7 3 . 4 3 3 . 5 9 3 . 7 6 3 . 9 3 4 . 1 1 4 . 2 9 4 . 4 6 4 . 6 4 4 . 8 2 5 . 0 1 2 7 3 2 8 . 0 3 8 2 9 . 8 1 1 . 1 3 1 1 . 6 6 1 2 . 2 1 1 2 . 7 7 1 3 . 3 6 1 3 . 9 6 1 4 . 5 7 1 5 . 1 7 1 5 . 7 8 1 6 . 3 9 1 7 . 0 2 2 7 4 8 0 . 9 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 8 9 2 2 7 6 0 2 6 3 5 2 5 1 9 2 4 0 9 2 3 0 5 2 2 0 9 2 1 2 1 2 0 3 9 1 9 6 3 1 8 9 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 3 3 . 8 5 . 2 2 5 . 4 3 5 . 6 3 5 . 8 4 6 . 0 5 6 . 2 7 6 . 4 8 6 . 7 2 6 . 9 5 7 . 1 7 7 . 4 0 2 7 5 - 7 6 . 2 4 9 9 7 . 2 1 8 . 5 3 1 9 . 2 1 1 9 . 8 9 2 0 . 5 7 2 1 . 2 5 2 1 . 9 3 2 2 . 6 0 2 3 . 2 6 2 3 . 9 3 2 4 . 5 8 2 5 . 2 3 2 7 6 - 1 1 4 . 3 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 6 0 2 4 6 5 2 3 7 5 2 2 9 0 2 2 1 0 2 1 3 4 2 0 6 3 1 9 9 0 1 9 2 6 1 8 6 4 1 8 0 6 2 5 1 7 2 4 2 8 2 3 4 5 2 2 6 8 2 1 9 5 2 1 2 7 2 0 6 2 1 9 9 7 1 9 4 1 1 8 9 0 1 8 4 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 8 5 0 . 1 1 3 . 2 6 1 3 . 7 8 1 4 . 2 9 1 4 . 8 1 1 5 . 3 3 1 5 . 8 4 1 6 . 3 7 1 6 . 8 8 1 7 . 3 9 1 7 . 9 0 1 8 . 4 1 2 7 7 9 9 . 3 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 5 2 2 4 5 6 2 3 6 9 2 2 8 5 2 2 0 8 2 1 3 7 2 0 6 8 2 0 0 6 1 9 4 6 1 8 9 1 1 8 3 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 4 5 . 7 1 . 3 8 1 . 4 5 1 . 5 3 1 . 6 2 1 . 7 2 1 . 8 3 1 . 9 6 2 . 1 0 2 . 2 5 2 . 4 3 2 . 6 2 2 7 8 6 9 . 1 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 1 0 6 3 9 0 1 3 6 9 6 3 4 8 9 3 2 9 0 3 0 8 9 2 8 9 2 2 7 0 2 2 5 1 4 2 3 3 4 2 1 6 2 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 6 8 % :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t Sp a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t Ve r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r Pr o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) (f t ) 1 3 4 . 2 1 . 6 4 1 . 7 9 1 . 9 4 2 . 0 8 2 . 2 2 2 . 3 5 2 . 4 7 2 . 5 9 2 . 7 1 2 . 8 2 2 . 9 3 2 7 9 - 33 . 5 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 2 6 4 8 1 4 4 5 4 1 5 3 8 9 3 6 8 3 5 0 3 3 3 3 1 9 3 0 7 2 9 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 6 8 % 2 3 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 7 2 . 7 3 . 8 6 4 . 0 3 4 . 2 0 4 . 3 7 4 . 5 4 4 . 7 2 4 . 9 0 5 . 0 7 5 . 2 5 5 . 4 3 5 . 6 0 2 7 9 6 7 . 2 3 4 1 7 . 1 2 . 9 8 3 . 1 0 3 . 2 4 3 . 3 7 3 . 5 0 3 . 6 4 3 . 7 8 3 . 9 1 4 . 0 5 4 . 1 8 4 . 3 2 2 8 0 - 1 . 7 2 8 1 0 . 6 1 1 . 2 4 1 1 . 7 2 1 2 . 2 2 1 2 . 7 3 1 3 . 2 3 1 3 . 7 4 1 4 . 2 6 1 4 . 7 8 1 5 . 2 9 1 5 . 8 1 1 6 . 3 1 2 8 1 - 5 . 0 2 9 8 4 . 7 1 6 . 5 9 1 7 . 3 0 1 8 . 0 3 1 8 . 7 8 1 9 . 5 3 2 0 . 2 8 2 1 . 0 5 2 1 . 8 1 2 2 . 5 7 2 3 . 3 4 2 4 . 0 8 2 8 2 - 1 2 . 6 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 1 8 2 6 0 7 2 5 0 1 2 4 0 2 2 3 1 0 2 2 2 4 2 1 4 3 2 0 6 9 1 9 9 9 1 9 3 4 1 8 7 4 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 4 6 . 9 4 . 9 6 5 . 2 0 5 . 4 4 5 . 6 9 5 . 9 4 6 . 2 0 6 . 4 6 6 . 7 2 6 . 9 9 7 . 2 5 7 . 5 2 2 8 3 9 7 . 7 6 5 9 4 . 5 5 . 8 0 6 . 0 8 6 . 3 6 6 . 6 5 6 . 9 4 7 . 2 4 7 . 5 5 7 . 8 5 8 . 1 6 8 . 4 7 8 . 7 8 2 8 4 5 5 . 8 7 8 5 5 . 8 1 2 . 0 1 1 2 . 5 8 1 3 . 1 6 1 3 . 7 6 1 4 . 3 7 1 4 . 9 9 1 5 . 6 2 1 6 . 2 6 1 6 . 9 1 1 7 . 5 5 1 8 . 1 9 2 8 5 7 1 . 1 7 6 0 0 . 5 5 . 9 0 6 . 1 8 6 . 4 6 6 . 7 6 7 . 0 6 7 . 3 6 7 . 6 7 7 . 9 9 8 . 3 0 8 . 6 2 8 . 9 3 2 8 6 3 1 . 4 8 9 7 2 . 4 1 5 . 4 5 1 6 . 1 9 1 6 . 9 3 1 7 . 7 1 1 8 . 5 0 1 9 . 2 9 2 0 . 1 0 2 0 . 9 3 2 1 . 7 5 2 2 . 5 8 2 3 . 4 1 2 8 7 - 7 . 3 7 5 9 7 . 6 5 . 8 4 6 . 1 1 6 . 4 0 6 . 6 9 6 . 9 9 7 . 2 9 7 . 5 9 7 . 9 0 8 . 2 2 8 . 5 3 8 . 8 4 2 8 8 1 6 . 4 8 8 1 9 . 6 1 1 . 0 1 1 1 . 5 4 1 2 . 0 7 1 2 . 6 2 1 3 . 1 8 1 3 . 7 5 1 4 . 3 3 1 4 . 9 1 1 5 . 5 0 1 6 . 0 9 1 6 . 6 8 2 8 9 6 6 . 4 6 4 2 9 . 4 3 . 0 2 3 . 1 7 3 . 3 1 3 . 4 6 3 . 6 2 3 . 7 7 3 . 9 3 4 . 0 9 4 . 2 5 4 . 4 1 4 . 5 8 2 9 0 3 3 . 0 8 3 1 1 . 9 1 . 5 9 1 . 6 7 1 . 7 4 1 . 8 2 1 . 9 0 1 . 9 8 2 . 0 7 2 . 1 5 2 . 2 4 2 . 3 2 2 . 4 1 2 9 1 - 3 . 6 0 7 1 3 . 0 8 . 3 1 8 . 7 1 9 . 1 1 9 . 5 3 9 . 9 5 1 0 . 3 8 1 0 . 8 1 1 1 . 2 6 1 1 . 7 0 1 2 . 1 5 1 2 . 5 9 2 9 2 - 2 6 . 9 3 7 7 4 . 2 9 . 7 9 1 0 . 2 6 1 0 . 7 3 1 1 . 2 2 1 1 . 7 2 1 2 . 2 3 1 2 . 7 4 1 3 . 2 6 1 3 . 7 9 1 4 . 3 1 1 4 . 8 3 2 9 3 0 . 8 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 8 4 7 2 7 1 7 2 5 9 8 2 4 8 4 2 3 7 8 2 2 8 0 2 1 8 8 2 1 0 2 2 0 2 2 1 9 4 9 1 8 8 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 0 7 . 0 1 . 7 1 1 . 7 4 1 . 7 7 1 . 8 1 1 . 8 4 1 . 8 7 1 . 9 1 1 . 9 5 1 . 9 8 2 . 0 2 2 . 0 5 2 9 4 3 1 . 3 9 1 7 4 0 . 3 5 6 . 8 8 5 7 . 7 3 5 8 . 5 8 5 9 . 4 2 6 0 . 2 6 6 1 . 0 8 6 1 . 8 6 6 2 . 7 0 6 3 . 5 1 6 4 . 3 1 6 5 . 1 1 2 9 5 2 6 4 . 2 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 7 8 2 5 2 9 2 4 8 2 2 4 3 6 2 3 9 2 2 3 5 0 2 3 0 3 2 2 6 2 2 2 2 2 2 1 8 2 2 1 4 3 2 5 0 9 2 4 7 2 2 4 3 6 2 4 0 2 2 3 6 9 2 3 3 8 2 3 0 0 2 2 7 1 2 2 4 2 2 2 1 4 2 1 8 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 3 6 . 6 9 . 4 4 9 . 8 3 1 0 . 2 2 1 0 . 6 3 1 1 . 0 3 1 1 . 4 4 1 1 . 8 4 1 2 . 2 6 1 2 . 6 6 1 3 . 0 7 1 3 . 4 7 2 9 6 4 1 . 5 4 6 4 3 . 9 7 . 2 0 7 . 5 0 7 . 8 0 8 . 1 1 8 . 4 2 8 . 7 3 9 . 0 4 9 . 3 5 9 . 6 6 9 . 9 8 1 0 . 2 8 2 9 7 6 . 7 5 9 1 4 . 0 1 4 . 5 2 1 5 . 1 2 1 5 . 7 3 1 6 . 3 4 1 6 . 9 7 1 7 . 6 0 1 8 . 2 2 1 8 . 8 5 1 9 . 4 8 2 0 . 1 1 2 0 . 7 3 2 9 8 2 4 . 1 6 7 7 7 . 6 1 0 . 5 4 1 0 . 9 7 1 1 . 4 1 1 1 . 8 6 1 2 . 3 2 1 2 . 7 7 1 3 . 2 2 1 3 . 6 8 1 4 . 1 4 1 4 . 6 0 1 5 . 0 4 2 9 9 6 3 . 4 8 1 0 7 0 . 9 1 9 . 9 4 2 0 . 7 6 2 1 . 6 0 2 2 . 4 5 2 3 . 3 1 2 4 . 1 7 2 5 . 0 3 2 5 . 9 0 2 6 . 7 6 2 7 . 6 3 2 8 . 4 7 3 0 0 3 7 . 5 4 5 5 7 . 5 5 . 4 2 5 . 6 4 5 . 8 7 6 . 1 0 6 . 3 3 6 . 5 7 6 . 8 0 7 . 0 4 7 . 2 7 7 . 5 1 7 . 7 4 3 0 1 5 0 . 9 5 5 6 3 . 6 5 . 5 4 5 . 7 6 6 . 0 0 6 . 2 3 6 . 4 7 6 . 7 1 6 . 9 5 7 . 1 9 7 . 4 3 7 . 6 7 7 . 9 0 3 0 2 4 7 . 8 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 6 7 7 2 5 7 2 2 4 7 2 2 3 7 9 2 2 9 1 2 2 0 9 2 1 3 4 2 0 6 2 1 9 9 6 1 9 3 3 1 8 7 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 8 1 . 5 2 2 . 0 4 2 2 . 8 1 2 3 . 5 9 2 4 . 3 8 2 5 . 1 6 2 5 . 9 4 2 6 . 7 2 2 7 . 5 0 2 8 . 2 7 2 9 . 0 4 2 9 . 7 8 3 0 3 - 9 8 . 9 8 6 2 5 . 7 7 . 3 5 7 . 6 1 7 . 8 7 8 . 1 3 8 . 3 9 8 . 6 5 8 . 9 1 9 . 1 7 9 . 4 3 9 . 6 9 9 . 9 3 3 0 4 - 3 0 . 1 1 5 3 8 . 0 5 . 4 3 5 . 6 2 5 . 8 2 6 . 0 1 6 . 2 0 6 . 3 9 6 . 5 9 6 . 7 8 6 . 9 7 7 . 1 6 7 . 3 4 3 0 5 - 2 2 . 9 4 9 5 2 . 1 1 7 . 0 6 1 7 . 6 5 1 8 . 2 5 1 8 . 8 7 1 9 . 4 7 2 0 . 0 7 2 0 . 6 7 2 1 . 2 8 2 1 . 8 8 2 2 . 4 7 2 3 . 0 5 3 0 6 - 7 2 . 6 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 8 0 2 3 9 6 2 3 1 7 2 2 4 2 2 1 7 2 2 1 0 7 2 0 4 6 1 9 8 8 1 9 3 4 1 8 8 3 1 8 3 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 2 8 . 4 8 . 7 8 9 . 1 9 9 . 6 1 1 0 . 0 4 1 0 . 4 9 1 0 . 9 3 1 1 . 3 9 1 1 . 8 5 1 2 . 3 1 1 2 . 7 7 1 3 . 2 3 3 0 7 1 2 . 9 2 6 5 3 . 4 7 . 1 2 7 . 4 5 7 . 7 9 8 . 1 4 8 . 5 0 8 . 8 6 9 . 2 3 9 . 6 0 9 . 9 7 1 0 . 3 4 1 0 . 7 2 3 0 8 - 7 8 . 8 1 8 2 3 . 1 1 1 . 3 5 1 1 . 8 8 1 2 . 4 3 1 2 . 9 8 1 3 . 5 6 1 4 . 1 3 1 4 . 7 2 1 5 . 3 1 1 5 . 9 1 1 6 . 5 0 1 7 . 1 0 3 0 9 - 1 3 0 . 1 5 5 5 7 . 6 5 . 1 8 5 . 4 2 5 . 6 7 5 . 9 2 6 . 1 8 6 . 4 4 6 . 7 1 6 . 9 8 7 . 2 5 7 . 5 2 7 . 7 9 3 1 0 - 6 1 . 0 0 8 1 4 . 1 1 1 . 0 1 1 1 . 5 3 1 2 . 0 6 1 2 . 5 9 1 3 . 1 5 1 3 . 7 1 1 4 . 2 8 1 4 . 8 6 1 5 . 4 3 1 6 . 0 1 1 6 . 5 9 3 1 1 - 7 3 . 0 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 8 1 0 2 6 8 5 2 5 6 7 2 4 5 7 2 3 5 4 2 2 5 8 2 1 6 8 2 0 8 4 2 0 0 6 1 9 3 4 1 8 6 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 1 6 3 . 8 2 9 . 7 7 3 0 . 5 6 3 1 . 3 4 3 2 . 1 1 3 2 . 8 7 3 3 . 6 4 3 4 . 3 9 3 5 . 1 3 3 5 . 8 7 3 6 . 6 0 3 7 . 3 2 3 1 2 - 2 0 5 . 0 4 6 4 1 . 7 9 . 4 0 9 . 6 5 9 . 8 9 1 0 . 1 3 1 0 . 3 7 1 0 . 6 2 1 0 . 8 5 1 1 . 0 9 1 1 . 3 2 1 1 . 5 5 1 1 . 7 7 3 1 3 - 2 1 5 . 5 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 1 5 0 2 0 9 4 2 0 4 2 1 9 9 3 1 9 4 8 1 9 0 3 1 8 6 2 1 8 2 3 1 7 8 5 1 7 4 9 1 7 1 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 5 2 . 0 6 4 . 1 5 6 4 . 9 0 6 5 . 6 4 6 6 . 3 8 6 7 . 1 1 6 7 . 8 4 6 8 . 5 7 6 9 . 2 3 6 9 . 9 4 7 0 . 6 4 7 1 . 3 3 3 1 4 4 6 . 1 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 9 2 2 4 6 4 2 4 3 6 2 4 1 0 2 3 8 4 2 3 5 9 2 3 4 0 2 3 0 4 2 2 8 0 2 2 5 7 2 2 3 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 8 8 . 4 1 . 1 0 1 . 1 6 1 . 2 2 1 . 2 9 1 . 3 6 1 . 4 4 1 . 5 3 1 . 6 2 1 . 7 1 1 . 8 0 1 . 9 0 3 1 5 - 1 5 . 3 0 6 3 7 . 3 5 . 3 7 5 . 6 6 5 . 9 7 6 . 3 1 6 . 6 6 7 . 0 6 7 . 4 6 7 . 9 0 8 . 3 5 8 . 8 2 9 . 3 1 3 1 6 - 4 0 . 0 0 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 5 2 5 3 3 4 6 3 1 7 0 3 0 0 1 2 8 4 0 2 6 8 2 2 5 3 6 2 3 9 7 2 2 6 6 2 1 4 7 2 0 3 4 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 3 0 2 . 5 3 8 . 3 2 3 8 . 9 3 3 9 . 5 3 4 0 . 1 2 4 0 . 7 1 4 1 . 2 9 4 1 . 8 6 4 2 . 4 3 4 3 . 0 0 4 3 . 5 6 4 4 . 1 2 3 1 7 - 2 8 . 5 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 0 6 3 2 0 3 1 2 0 0 0 1 9 7 1 1 9 4 3 1 9 1 5 1 8 8 8 1 8 5 9 1 8 3 4 1 8 1 0 1 7 8 8 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 3 7 . 4 1 8 . 3 3 1 9 . 1 4 1 9 . 9 8 2 0 . 8 1 2 1 . 6 8 2 2 . 5 3 2 3 . 4 1 2 4 . 2 8 2 5 . 1 5 2 6 . 0 1 2 6 . 8 7 3 1 8 - 5 . 1 2 7 7 3 . 7 1 0 . 2 1 1 0 . 6 6 1 1 . 1 3 1 1 . 5 9 1 2 . 0 7 1 2 . 5 5 1 3 . 0 4 1 3 . 5 2 1 4 . 0 1 1 4 . 4 9 1 4 . 9 7 3 1 9 - 4 2 . 7 1 5 0 1 . 5 4 . 2 9 4 . 4 7 4 . 6 7 4 . 8 6 5 . 0 7 5 . 2 7 5 . 4 7 5 . 6 7 5 . 8 8 6 . 0 8 6 . 2 8 3 2 0 - 8 . 8 5 3 9 9 . 2 2 . 7 1 2 . 8 3 2 . 9 6 3 . 0 8 3 . 2 1 3 . 3 3 3 . 4 6 3 . 5 9 3 . 7 2 3 . 8 5 3 . 9 8 3 2 1 - 5 . 0 6 3 3 0 . 4 1 . 9 0 1 . 9 8 2 . 0 7 2 . 1 5 2 . 2 4 2 . 3 3 2 . 4 2 2 . 5 1 2 . 6 0 2 . 6 9 2 . 7 8 3 2 2 - 6 6 . 5 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 3 0 2 6 1 5 2 5 0 5 2 4 0 6 2 3 1 0 2 2 2 2 2 1 3 9 2 0 6 3 1 9 9 1 1 9 2 5 1 8 6 4 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 0 3 . 2 6 0 . 0 7 6 0 . 8 3 6 1 . 5 7 6 2 . 3 0 6 3 . 0 3 6 3 . 7 6 6 4 . 4 7 6 5 . 1 9 6 5 . 9 0 6 6 . 6 1 6 7 . 3 1 3 2 3 - 3 2 . 3 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 2 1 2 4 9 0 2 4 6 0 2 4 3 1 2 4 0 3 2 3 7 6 2 3 5 0 2 3 2 4 2 2 9 9 2 2 7 5 2 2 5 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 9 1 . 8 6 . 9 6 7 . 3 2 7 . 6 9 8 . 1 0 8 . 5 2 8 . 9 6 9 . 4 2 9 . 8 8 1 0 . 3 6 1 0 . 8 5 1 1 . 3 3 3 2 4 1 9 . 0 6 6 9 6 . 7 7 . 0 6 7 . 4 2 7 . 8 0 8 . 2 1 8 . 6 4 9 . 0 9 9 . 5 5 1 0 . 0 2 1 0 . 5 0 1 1 . 0 0 1 1 . 4 9 3 2 5 1 4 . 9 1 3 2 5 . 2 1 . 5 4 1 . 6 2 1 . 7 0 1 . 7 9 1 . 8 8 1 . 9 8 2 . 0 8 2 . 1 8 2 . 2 9 2 . 4 0 2 . 5 0 3 2 6 - 9 . 1 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 2 0 0 3 0 4 3 2 8 9 4 2 7 4 9 2 6 1 3 2 4 8 5 2 3 6 5 2 2 5 4 2 1 5 0 2 0 5 3 1 9 6 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 0 3 . 6 6 . 0 8 6 . 3 5 6 . 6 3 6 . 9 1 7 . 2 0 7 . 4 9 7 . 7 9 8 . 0 9 8 . 3 9 8 . 6 9 8 . 9 8 3 2 7 - 1 5 . 4 6 6 1 9 . 3 6 . 3 9 6 . 6 8 6 . 9 8 7 . 2 8 7 . 5 8 7 . 8 9 8 . 2 0 8 . 5 1 8 . 8 3 9 . 1 4 9 . 4 5 3 2 8 - 4 . 0 5 2 9 8 . 7 1 . 4 9 1 . 5 6 1 . 6 3 1 . 7 0 1 . 7 7 1 . 8 4 1 . 9 1 1 . 9 8 2 . 0 6 2 . 1 3 2 . 2 0 3 2 9 - 1 7 . 0 4 9 9 5 . 2 1 6 . 5 2 1 7 . 2 7 1 8 . 0 2 1 8 . 8 0 1 9 . 5 8 2 0 . 3 8 2 1 . 1 9 2 2 . 0 0 2 2 . 8 2 2 3 . 6 2 2 4 . 4 3 3 3 0 - 1 0 . 6 9 7 5 9 . 7 9 . 6 3 1 0 . 0 7 1 0 . 5 1 1 0 . 9 6 1 1 . 4 1 1 1 . 8 8 1 2 . 3 5 1 2 . 8 2 1 3 . 3 0 1 3 . 7 7 1 4 . 2 4 3 3 1 2 7 . 4 0 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 9 0 2 6 6 8 2 5 5 7 2 4 5 1 2 3 5 3 2 2 6 2 2 1 7 5 2 0 9 5 2 0 2 0 1 9 5 1 1 8 8 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 9 5 . 3 6 7 . 9 8 6 8 . 7 2 6 9 . 4 9 7 0 . 2 2 7 0 . 9 5 7 1 . 6 9 7 2 . 4 1 7 3 . 1 4 7 3 . 8 6 7 4 . 5 7 7 5 . 2 8 3 3 2 1 3 8 . 8 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 6 8 2 4 4 1 2 4 1 4 2 3 8 9 2 3 6 5 2 3 4 0 2 3 1 7 2 2 9 4 2 2 7 2 2 2 5 0 2 2 2 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 8 1 . 0 2 . 9 3 3 . 0 9 3 . 2 6 3 . 4 6 3 . 6 6 3 . 8 9 4 . 1 3 4 . 4 0 4 . 6 9 4 . 9 9 5 . 3 0 3 3 3 5 7 . 4 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 6 9 7 3 5 0 7 3 3 1 9 3 1 3 5 2 9 5 8 2 7 8 5 2 6 2 2 2 4 6 3 2 3 1 2 2 1 7 3 2 0 4 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 7 2 5 . 6 5 4 . 2 9 5 5 . 0 3 5 5 . 7 6 5 6 . 5 0 5 7 . 2 2 5 7 . 9 4 5 8 . 6 3 5 9 . 3 4 6 0 . 0 4 6 0 . 7 4 6 1 . 4 3 3 3 4 5 4 . 5 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 5 5 7 2 5 2 2 2 4 8 9 2 4 5 8 2 4 2 7 2 3 9 7 2 3 6 4 2 3 3 3 2 3 0 6 2 2 7 9 2 2 5 3 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 3 9 . 3 2 3 . 3 5 2 3 . 9 5 2 4 . 5 5 2 5 . 1 4 2 5 . 7 1 2 6 . 3 0 2 6 . 8 7 2 7 . 4 4 2 8 . 0 0 2 8 . 5 6 2 9 . 1 2 3 3 5 2 0 4 . 9 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 1 9 3 2 1 3 9 2 0 8 7 2 0 3 8 1 9 9 2 1 9 4 8 1 9 0 7 1 8 6 7 1 8 3 0 1 7 9 4 1 7 6 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 5 2 8 . 6 4 0 . 1 9 4 0 . 9 2 4 1 . 6 4 4 2 . 3 5 4 3 . 0 6 4 3 . 7 7 4 4 . 4 6 4 5 . 1 5 4 5 . 8 4 4 6 . 5 2 4 7 . 2 0 3 3 6 - 3 9 . 1 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 0 8 2 6 6 0 2 6 1 5 2 5 7 1 2 5 2 9 2 4 8 9 2 4 4 7 2 4 0 5 2 3 6 9 2 3 3 4 2 3 0 0 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 9 4 5 . 7 1 1 . 8 0 1 2 . 2 4 1 2 . 7 0 1 3 . 1 7 1 3 . 6 5 1 4 . 1 5 1 4 . 6 7 1 5 . 1 7 1 5 . 7 0 1 6 . 2 2 1 6 . 7 6 3 3 7 - 6 7 . 5 3 8 0 2 . 6 8 . 4 9 8 . 8 1 9 . 1 3 9 . 4 7 9 . 8 1 1 0 . 1 6 1 0 . 5 3 1 0 . 9 0 1 1 . 2 7 1 1 . 6 5 1 2 . 0 3 3 3 8 - 2 2 . 5 1 1 1 8 3 . 7 1 8 . 6 8 1 9 . 3 6 2 0 . 0 4 2 0 . 7 5 2 1 . 4 7 2 2 . 2 0 2 2 . 8 9 2 3 . 6 3 2 4 . 3 7 2 5 . 1 0 2 5 . 8 4 3 3 9 3 9 . 1 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 5 3 2 3 4 0 4 3 2 8 1 3 1 6 4 3 0 5 2 2 9 4 7 2 8 4 5 2 7 4 4 2 6 5 3 2 5 6 7 2 4 8 5 3 5 2 5 3 3 9 8 3 2 7 7 3 1 6 1 3 0 5 0 2 9 4 6 2 8 4 5 2 7 4 6 2 6 5 6 2 5 7 1 2 4 9 0 3 4 9 7 3 3 7 3 3 2 5 6 3 1 4 4 3 0 3 9 2 9 4 1 2 8 4 4 2 7 5 2 2 6 6 9 2 5 9 2 2 5 1 8 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 7 4 8 . 2 5 8 . 6 3 5 9 . 3 7 6 0 . 1 1 6 0 . 8 6 6 1 . 6 0 6 2 . 3 3 6 3 . 0 4 6 3 . 7 7 6 4 . 4 9 6 5 . 2 0 6 5 . 9 1 3 4 0 - 2 7 0 . 6 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 5 6 2 4 2 6 2 3 9 6 2 3 6 7 2 3 3 8 2 3 1 1 2 2 8 5 2 2 5 9 2 2 3 4 2 2 1 0 2 1 8 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 1 4 1 . 8 3 0 . 3 6 3 0 . 9 8 3 1 . 5 9 3 2 . 2 0 3 2 . 8 0 3 3 . 4 0 3 3 . 9 7 3 4 . 5 4 3 5 . 1 2 3 5 . 6 9 3 6 . 2 5 3 4 1 2 7 1 . 8 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 0 5 6 2 0 1 6 1 9 7 7 1 9 4 0 1 9 0 5 1 8 7 2 1 8 3 7 1 8 0 2 1 7 7 2 1 7 4 4 1 7 1 6 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 6 2 . 4 7 . 1 7 7 . 5 4 7 . 9 2 8 . 3 2 8 . 7 3 9 . 1 5 9 . 5 7 1 0 . 0 2 1 0 . 4 6 1 0 . 9 0 1 1 . 3 5 3 4 2 1 4 5 . 7 5 5 9 6 . 9 5 . 8 9 6 . 1 9 6 . 5 0 6 . 8 2 7 . 1 6 7 . 5 0 7 . 8 5 8 . 2 2 8 . 5 8 8 . 9 4 9 . 3 1 3 4 3 1 5 8 . 1 3 7 5 4 . 5 9 . 3 4 9 . 8 2 1 0 . 3 1 1 0 . 8 3 1 1 . 3 7 1 1 . 9 0 1 2 . 4 6 1 3 . 0 4 1 3 . 6 2 1 4 . 1 9 1 4 . 7 7 3 4 4 1 7 7 . 2 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 9 1 2 2 7 7 1 2 6 3 7 2 5 1 1 2 3 9 3 2 2 8 5 2 1 8 3 2 0 8 6 1 9 9 8 1 9 1 8 1 8 4 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 0 0 . 6 1 9 . 3 3 2 0 . 0 3 2 0 . 7 6 2 1 . 4 7 2 2 . 1 8 2 2 . 9 1 2 3 . 6 1 2 4 . 3 3 2 5 . 0 4 2 5 . 7 3 2 6 . 4 2 3 4 5 1 9 0 . 3 5 5 7 1 . 4 6 . 3 6 6 . 5 9 6 . 8 3 7 . 0 6 7 . 2 9 7 . 5 3 7 . 7 6 8 . 0 0 8 . 2 3 8 . 4 6 8 . 6 9 3 4 6 1 3 3 . 4 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 5 3 2 3 6 7 2 2 8 4 2 2 0 9 2 1 3 7 2 0 7 0 2 0 0 9 1 9 4 9 1 8 9 4 1 8 4 3 1 7 9 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 3 2 . 2 0 . 7 5 0 . 7 9 0 . 8 3 0 . 8 8 0 . 9 3 0 . 9 8 1 . 0 4 1 . 1 0 1 . 1 6 1 . 2 2 1 . 2 9 3 4 7 - 4 . 8 1 7 3 1 . 7 7 . 5 0 7 . 9 1 8 . 3 5 8 . 8 2 9 . 3 3 9 . 8 6 1 0 . 4 1 1 1 . 0 1 1 1 . 6 2 1 2 . 2 5 1 2 . 8 9 3 4 8 - 9 7 . 2 3 3 8 0 . 2 2 . 0 5 2 . 1 6 2 . 2 8 2 . 4 1 2 . 5 4 2 . 6 9 2 . 8 4 3 . 0 0 3 . 1 7 3 . 3 4 3 . 5 2 3 4 9 - 7 5 . 0 0 5 9 6 . 0 5 . 0 1 5 . 2 8 5 . 5 8 5 . 8 9 6 . 2 3 6 . 5 9 6 . 9 6 7 . 3 6 7 . 7 6 8 . 1 8 8 . 6 1 3 5 0 - 1 0 6 . 6 0 4 9 7 . 8 3 . 4 9 3 . 6 8 3 . 8 9 4 . 1 1 4 . 3 4 4 . 5 9 4 . 8 5 5 . 1 2 5 . 4 0 5 . 7 0 6 . 0 0 3 5 1 - 8 4 . 5 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 3 4 9 3 1 7 7 3 0 0 8 2 8 4 7 2 6 9 3 2 5 4 7 2 4 1 2 2 2 8 2 2 1 6 3 2 0 5 2 1 9 4 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 9 5 . 1 1 1 . 1 1 1 1 . 5 5 1 2 . 0 1 1 2 . 4 7 1 2 . 9 3 1 3 . 3 9 1 3 . 8 6 1 4 . 3 2 1 4 . 7 8 1 5 . 2 4 1 5 . 6 9 3 5 2 6 . 1 6 8 5 9 . 8 1 3 . 0 2 1 3 . 5 4 1 4 . 0 8 1 4 . 6 1 1 5 . 1 5 1 5 . 6 9 1 6 . 2 4 1 6 . 7 8 1 7 . 3 1 1 7 . 8 5 1 8 . 3 8 3 5 3 5 2 . 4 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 6 4 6 2 5 4 5 2 4 4 7 2 3 5 8 2 2 7 4 2 1 9 6 2 1 2 2 2 0 5 4 1 9 9 0 1 9 3 0 1 8 7 5 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 0 4 2 . 9 8 0 . 9 2 8 1 . 6 7 8 2 . 4 0 8 3 . 1 5 8 3 . 8 9 8 4 . 6 2 8 5 . 3 4 8 6 . 0 5 8 6 . 7 8 8 7 . 4 9 8 8 . 1 9 3 5 4 6 8 . 4 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 4 0 5 2 3 8 3 2 3 6 2 2 3 4 0 2 3 2 0 2 3 0 0 2 2 8 1 2 2 6 2 2 2 4 3 2 2 2 5 2 2 0 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 4 5 . 9 3 . 3 2 3 . 4 7 3 . 6 3 3 . 8 0 3 . 9 6 4 . 1 3 4 . 3 0 4 . 4 7 4 . 6 5 4 . 8 2 4 . 9 9 3 5 5 - 2 8 . 7 9 3 2 0 . 2 1 . 7 1 1 . 7 9 1 . 8 8 1 . 9 6 2 . 0 5 2 . 1 4 2 . 2 2 2 . 3 1 2 . 4 0 2 . 4 9 2 . 5 8 3 5 6 - 3 0 . 7 9 6 2 5 . 2 6 . 6 1 6 . 9 2 7 . 2 3 7 . 5 6 7 . 8 9 8 . 2 3 8 . 5 7 8 . 9 1 9 . 2 6 9 . 6 0 9 . 9 4 3 5 7 - 1 1 0 . 1 9 7 7 1 . 8 1 0 . 0 1 1 0 . 4 8 1 0 . 9 5 1 1 . 4 5 1 1 . 9 5 1 2 . 4 7 1 2 . 9 8 1 3 . 5 0 1 4 . 0 2 1 4 . 5 4 1 5 . 0 6 3 5 8 - 1 0 3 . 8 9 9 4 8 . 4 1 5 . 0 1 1 5 . 7 1 1 6 . 4 3 1 7 . 1 8 1 7 . 9 3 1 8 . 7 0 1 9 . 4 7 2 0 . 2 5 2 1 . 0 3 2 1 . 8 1 2 2 . 5 9 3 5 9 - 6 3 . 4 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 7 9 4 2 6 6 8 2 5 5 3 2 4 4 1 2 3 3 9 2 2 4 3 2 1 5 4 2 0 7 1 1 9 9 4 1 9 2 3 1 8 5 7 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 1 6 1 . 5 9 1 . 5 6 9 2 . 3 1 9 3 . 0 6 9 3 . 8 0 9 4 . 5 3 9 5 . 2 6 9 5 . 9 9 9 6 . 6 7 9 7 . 3 9 9 8 . 1 0 9 8 . 8 0 3 6 0 1 4 . 7 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 2 3 8 0 2 3 6 1 2 3 4 3 2 3 2 4 2 3 0 7 2 2 8 9 2 2 7 4 2 2 4 8 2 2 3 2 2 2 1 5 2 1 9 9 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 '1 2 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 4 8 . 7 5 . 9 4 6 . 2 6 6 . 6 0 6 . 9 6 7 . 3 4 7 . 7 5 8 . 1 7 8 . 6 0 9 . 0 6 9 . 5 2 9 . 9 9 3 6 1 - 1 8 . 3 6 5 2 6 . 1 3 . 9 1 4 . 1 2 4 . 3 4 4 . 5 7 4 . 8 2 5 . 0 9 5 . 3 7 5 . 6 5 5 . 9 5 6 . 2 6 6 . 5 7 3 6 2 1 1 . 9 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 2 9 7 3 1 2 8 2 9 6 8 2 8 1 4 2 6 6 9 2 5 2 8 2 3 9 8 2 2 7 7 2 1 6 3 2 0 5 8 1 9 6 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 23 * : 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 ,3 & 3 ( , S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 6 9 . 6 3 . 8 3 4 . 1 6 4 . 5 1 4 . 8 8 5 . 2 6 5 . 6 4 6 . 0 2 6 . 3 9 6 . 7 7 7 . 1 3 7 . 4 9 2 5 6 - 4 7 . 1 6 3 2 7 . 3 2 . 9 8 3 . 2 4 3 . 5 2 3 . 8 0 4 . 1 0 4 . 3 9 4 . 6 9 4 . 9 8 5 . 2 7 5 . 5 5 5 . 8 3 2 5 7 - 1 7 . 8 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 1 3 8 3 8 0 9 3 5 1 3 3 2 4 8 3 0 1 6 2 8 1 2 2 6 3 3 2 4 8 0 2 3 4 4 2 2 2 4 2 1 1 8 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 1 1 . 5 7 . 8 1 8 . 2 5 8 . 7 0 9 . 1 6 9 . 6 4 1 0 . 1 1 1 0 . 5 9 1 1 . 0 8 1 1 . 5 6 1 2 . 0 4 1 2 . 5 2 2 5 8 5 3 . 1 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 5 3 4 5 2 4 0 4 9 6 7 4 7 2 0 4 4 8 5 4 2 7 3 4 0 8 0 3 9 0 0 3 7 3 8 3 5 8 9 3 4 5 2 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 9 6 . 1 6 . 7 5 6 . 8 4 6 . 9 3 7 . 0 2 7 . 1 1 7 . 1 9 7 . 2 8 7 . 3 7 7 . 4 5 7 . 5 4 7 . 6 2 2 5 9 6 6 . 6 1 1 5 0 9 . 4 6 2 . 0 8 6 2 . 9 1 6 3 . 7 5 6 4 . 5 7 6 5 . 3 9 6 6 . 2 0 6 7 . 0 2 6 7 . 8 1 6 8 . 6 0 6 9 . 4 0 7 0 . 1 8 2 6 0 6 7 . 7 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 2 3 8 4 1 8 3 4 1 2 8 4 0 7 6 4 0 2 5 3 9 7 6 3 9 2 8 3 8 8 2 3 8 3 8 3 7 9 4 3 7 5 2 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 2 6 2 . 6 4 2 . 3 8 4 3 . 0 2 4 3 . 6 7 4 4 . 3 1 4 4 . 9 4 4 5 . 5 8 4 6 . 2 0 4 6 . 8 2 4 7 . 4 3 4 8 . 0 4 4 8 . 6 4 2 6 1 1 2 . 3 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 3 3 7 4 2 7 2 4 2 0 9 4 1 4 9 4 0 9 1 4 0 3 4 3 9 8 0 3 9 2 7 3 8 7 7 3 8 2 8 3 7 8 0 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 4 6 . 7 6 . 9 4 7 . 2 1 7 . 4 8 7 . 7 5 8 . 0 2 8 . 2 9 8 . 5 6 8 . 8 3 9 . 0 9 9 . 3 5 9 . 6 1 2 6 2 - 5 2 . 8 1 7 1 8 . 1 1 1 . 9 4 1 2 . 4 1 1 2 . 8 8 1 3 . 3 4 1 3 . 8 1 1 4 . 2 8 1 4 . 7 3 1 5 . 1 9 1 5 . 6 4 1 6 . 0 9 1 6 . 5 3 2 6 3 - 4 6 . 4 8 9 8 5 . 5 2 2 . 4 6 2 3 . 3 4 2 4 . 2 2 2 5 . 1 0 2 5 . 9 7 2 6 . 8 5 2 7 . 7 0 2 8 . 5 8 2 9 . 4 2 3 0 . 2 7 3 1 . 1 0 2 6 4 - 1 3 . 9 1 4 0 9 . 9 3 . 8 8 4 . 0 4 4 . 1 9 4 . 3 4 4 . 4 9 4 . 6 4 4 . 7 9 4 . 9 4 5 . 0 8 5 . 2 3 5 . 3 7 2 6 5 - 3 . 2 0 9 5 9 . 1 2 1 . 2 7 2 2 . 1 0 2 2 . 9 4 2 3 . 7 7 2 4 . 6 0 2 5 . 4 3 2 6 . 2 4 2 7 . 0 7 2 7 . 8 6 2 8 . 6 7 2 9 . 4 6 2 6 6 - 1 0 . 9 0 7 8 2 . 0 1 4 . 1 4 1 4 . 6 9 1 5 . 2 4 1 5 . 8 0 1 6 . 3 5 1 6 . 9 0 1 7 . 4 3 1 7 . 9 8 1 8 . 5 1 1 9 . 0 5 1 9 . 5 7 2 6 7 0 . 2 8 6 6 5 . 3 1 0 . 2 4 1 0 . 6 4 1 1 . 0 4 1 1 . 4 4 1 1 . 8 4 1 2 . 2 4 1 2 . 6 3 1 3 . 0 2 1 3 . 4 1 1 3 . 7 9 1 4 . 1 7 2 6 8 2 2 . 5 6 8 4 0 . 4 1 6 . 3 3 1 6 . 9 8 1 7 . 6 2 1 8 . 2 5 1 8 . 8 9 1 9 . 5 3 2 0 . 1 5 2 0 . 7 8 2 1 . 4 0 2 2 . 0 1 2 2 . 6 2 2 6 9 2 8 . 4 5 5 1 5 . 7 6 . 1 5 6 . 3 9 6 . 6 3 6 . 8 7 7 . 1 1 7 . 3 5 7 . 5 8 7 . 8 2 8 . 0 5 8 . 2 8 8 . 5 1 2 7 0 8 . 5 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 9 8 3 4 7 9 5 4 6 2 1 4 4 6 0 4 3 0 9 4 1 6 9 4 0 4 1 3 9 1 7 3 8 0 6 3 6 9 9 3 6 0 0 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 5 3 5 . 4 5 5 . 1 7 5 5 . 9 0 5 6 . 6 4 5 7 . 3 6 5 8 . 0 8 5 8 . 8 0 5 9 . 5 0 6 0 . 2 2 6 0 . 9 2 6 1 . 6 2 6 2 . 3 1 2 7 1 4 2 . 6 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 9 3 0 4 8 6 6 4 8 0 2 4 7 4 2 4 6 8 3 4 6 2 7 4 5 7 2 4 5 1 8 4 4 6 6 4 4 1 6 4 3 6 7 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 5 0 . 1 8 3 . 7 2 8 4 . 4 7 8 5 . 2 1 8 5 . 9 4 8 6 . 6 8 8 7 . 4 1 8 8 . 1 3 8 8 . 8 5 8 9 . 5 7 9 0 . 3 0 9 1 . 0 0 2 7 2 9 4 . 7 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 7 2 6 4 6 8 4 4 6 4 4 4 6 0 4 4 5 6 5 4 5 2 7 4 4 9 1 4 4 5 4 4 4 1 9 4 3 8 4 4 3 5 0 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 5 0 . 7 4 . 5 9 4 . 7 9 5 . 0 0 5 . 2 1 5 . 4 2 5 . 6 3 5 . 8 4 6 . 0 4 6 . 2 5 6 . 4 5 6 . 6 5 2 7 3 2 9 . 5 8 8 2 8 . 6 1 5 . 5 6 1 6 . 2 5 1 6 . 9 6 1 7 . 6 7 1 8 . 3 8 1 9 . 0 9 1 9 . 8 0 2 0 . 4 9 2 1 . 1 9 2 1 . 8 8 2 2 . 5 6 2 7 4 8 3 . 9 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 1 0 8 4 8 9 1 4 6 8 8 4 4 9 8 4 3 2 6 4 1 6 4 4 0 1 5 3 8 8 0 3 7 5 2 3 6 3 3 3 5 2 5 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 3 2 . 6 6 . 9 9 7 . 2 2 7 . 4 5 7 . 6 7 7 . 8 9 8 . 1 1 8 . 3 3 8 . 5 5 8 . 7 6 8 . 9 8 9 . 1 9 2 7 5 - 7 9 . 2 0 9 9 6 . 3 2 4 . 3 6 2 5 . 1 5 2 5 . 9 5 2 6 . 7 3 2 7 . 5 0 2 8 . 2 7 2 9 . 0 4 2 9 . 8 0 3 0 . 5 5 3 1 . 3 0 3 2 . 0 3 2 7 6 - 1 1 1 . 3 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 7 2 3 4 5 7 6 4 4 3 5 4 3 0 5 4 1 8 5 4 0 7 1 3 9 6 3 3 8 6 3 3 7 6 8 3 6 7 9 3 5 9 5 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 8 4 8 . 3 1 7 . 5 4 1 8 . 1 2 1 8 . 7 1 1 9 . 2 9 1 9 . 8 8 2 0 . 4 6 2 1 . 0 2 2 1 . 5 9 2 2 . 1 5 2 2 . 7 1 2 3 . 2 5 2 7 7 9 9 . 3 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 7 5 8 4 6 0 5 4 4 6 0 4 3 2 6 4 1 9 8 4 0 8 0 3 9 7 0 3 8 6 6 3 7 7 0 3 6 7 7 3 5 9 1 ,3 & 3 ( , 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 4 1 . 1 2 . 0 0 2 . 1 5 2 . 3 2 2 . 5 1 2 . 7 2 2 . 9 7 3 . 2 5 3 . 5 4 3 . 8 6 4 . 1 9 4 . 5 4 2 7 8 5 8 . 6 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 6 7 9 2 6 3 2 7 5 8 6 6 5 4 2 0 4 9 8 9 4 5 7 5 4 1 8 7 3 8 3 7 3 5 2 2 3 2 4 4 2 9 9 8 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 6 8 % :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 6 8 % &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t Sp a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t Ve r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r Pr o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) (f t ) 1 3 4 . 2 2 . 8 2 2 . 9 6 3 . 1 0 3 . 2 4 3 . 3 5 3 . 4 6 3 . 5 6 3 . 6 6 3 . 7 6 3 . 8 6 3 . 9 5 2 7 9 - 19 . 5 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 7 4 5 7 0 9 6 7 7 6 4 8 6 2 7 6 0 7 5 8 9 5 7 3 5 5 8 5 4 4 5 3 1 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 6 9 . 1 5 . 2 2 5 . 4 2 5 . 6 2 5 . 8 2 6 . 0 2 6 . 2 2 6 . 4 2 6 . 6 1 6 . 8 1 7 . 0 0 7 . 1 8 2 7 9 7 4 . 7 8 4 1 7 . 1 4 . 0 8 4 . 2 3 4 . 3 9 4 . 5 5 4 . 7 0 4 . 8 6 5 . 0 1 5 . 1 6 5 . 3 1 5 . 4 6 5 . 6 1 2 8 0 - 1 . 7 2 8 1 0 . 6 1 5 . 4 0 1 5 . 9 9 1 6 . 5 8 1 7 . 1 8 1 7 . 7 7 1 8 . 3 4 1 8 . 9 4 1 9 . 5 1 2 0 . 0 8 2 0 . 6 4 2 1 . 2 0 2 8 1 - 5 . 1 1 9 8 3 . 7 2 2 . 6 9 2 3 . 5 6 2 4 . 4 3 2 5 . 3 1 2 6 . 1 8 2 7 . 0 3 2 7 . 9 0 2 8 . 7 4 2 9 . 5 8 3 0 . 4 2 3 1 . 2 3 2 8 2 - 9 . 6 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 9 1 4 4 7 3 2 4 5 6 4 4 4 0 6 4 2 6 0 4 1 2 6 3 9 9 8 3 8 8 1 3 7 7 1 3 6 6 8 3 5 7 2 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 4 6 . 0 6 . 9 1 7 . 2 1 7 . 5 2 7 . 8 2 8 . 1 2 8 . 4 2 8 . 7 3 9 . 0 2 9 . 3 2 9 . 6 2 9 . 9 0 2 8 3 9 4 . 8 0 5 9 4 . 5 8 . 1 1 8 . 4 6 8 . 8 2 9 . 1 7 9 . 5 3 9 . 8 8 1 0 . 2 4 1 0 . 5 9 1 0 . 9 4 1 1 . 2 8 1 1 . 6 2 2 8 4 5 5 . 8 7 8 5 5 . 8 1 6 . 8 0 1 7 . 5 3 1 8 . 2 6 1 9 . 0 0 1 9 . 7 4 2 0 . 4 7 2 1 . 2 1 2 1 . 9 3 2 2 . 6 6 2 3 . 3 7 2 4 . 0 7 2 8 5 7 1 . 1 7 6 0 0 . 5 8 . 2 5 8 . 6 1 8 . 9 7 9 . 3 3 9 . 6 9 1 0 . 0 5 1 0 . 4 2 1 0 . 7 7 1 1 . 1 3 1 1 . 4 8 1 1 . 8 2 2 8 6 3 1 . 4 0 9 7 2 . 4 2 1 . 6 2 2 2 . 5 5 2 3 . 5 0 2 4 . 4 5 2 5 . 4 0 2 6 . 3 4 2 7 . 3 0 2 8 . 2 2 2 9 . 1 6 3 0 . 0 8 3 0 . 9 8 2 8 7 - 7 . 3 7 5 9 7 . 6 8 . 1 6 8 . 5 2 8 . 8 8 9 . 2 3 9 . 5 9 9 . 9 5 1 0 . 3 1 1 0 . 6 6 1 1 . 0 1 1 1 . 3 5 1 1 . 6 9 2 8 8 1 6 . 5 7 8 1 9 . 6 1 5 . 4 0 1 6 . 0 7 1 6 . 7 5 1 7 . 4 2 1 8 . 1 0 1 8 . 7 7 1 9 . 4 5 2 0 . 1 1 2 0 . 7 8 2 1 . 4 3 2 2 . 0 7 2 8 9 6 6 . 4 6 4 2 9 . 4 4 . 2 3 4 . 4 1 4 . 5 9 4 . 7 8 4 . 9 6 5 . 1 5 5 . 3 3 5 . 5 2 5 . 7 0 5 . 8 8 6 . 0 5 2 9 0 3 3 . 0 8 3 1 1 . 9 2 . 2 2 2 . 3 2 2 . 4 2 2 . 5 1 2 . 6 1 2 . 7 1 2 . 8 1 2 . 9 0 3 . 0 0 3 . 0 9 3 . 1 8 2 9 1 - 3 . 6 0 7 1 3 . 0 1 1 . 6 3 1 2 . 1 3 1 2 . 6 4 1 3 . 1 5 1 3 . 6 6 1 4 . 1 7 1 4 . 6 8 1 5 . 1 8 1 5 . 6 8 1 6 . 1 8 1 6 . 6 6 2 9 2 - 2 6 . 9 3 7 7 9 . 7 1 3 . 8 9 1 4 . 5 0 1 5 . 1 1 1 5 . 7 1 1 6 . 3 2 1 6 . 9 3 1 7 . 5 4 1 8 . 1 4 1 8 . 7 4 1 9 . 3 3 1 9 . 9 1 2 9 3 - 0 . 7 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 0 3 9 4 8 3 0 4 6 3 5 4 4 5 6 4 2 9 0 4 1 3 7 3 9 9 2 3 8 6 1 3 7 3 8 3 6 2 4 3 5 1 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 3 1 2 . 5 2 . 8 5 2 . 8 8 2 . 9 0 2 . 9 2 2 . 9 5 2 . 9 7 3 . 0 0 3 . 0 2 3 . 0 4 3 . 0 7 3 . 0 9 2 9 4 3 2 . 9 3 1 7 4 0 . 3 8 9 . 2 2 8 9 . 9 9 9 0 . 7 6 9 1 . 5 2 9 2 . 2 8 9 3 . 0 3 9 3 . 7 9 9 4 . 5 4 9 5 . 2 8 9 6 . 0 2 9 6 . 7 5 2 9 5 2 5 7 . 7 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 9 6 4 3 9 3 0 3 8 9 7 3 8 6 4 3 8 3 3 3 8 0 2 3 7 7 2 3 7 4 2 3 7 1 3 3 6 8 4 3 6 5 7 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 3 6 . 5 1 2 . 8 0 1 3 . 2 6 1 3 . 7 3 1 4 . 1 9 1 4 . 6 5 1 5 . 1 2 1 5 . 5 8 1 6 . 0 2 1 6 . 4 8 1 6 . 9 2 1 7 . 3 5 2 9 6 4 8 . 0 8 6 4 3 . 9 9 . 7 6 1 0 . 1 2 1 0 . 4 7 1 0 . 8 2 1 1 . 1 8 1 1 . 5 3 1 1 . 8 8 1 2 . 2 2 1 2 . 5 7 1 2 . 9 1 1 3 . 2 4 2 9 7 6 . 7 5 9 1 4 . 0 1 9 . 6 8 2 0 . 3 9 2 1 . 1 1 2 1 . 8 2 2 2 . 5 4 2 3 . 2 5 2 3 . 9 6 2 4 . 6 5 2 5 . 3 4 2 6 . 0 3 2 6 . 6 9 2 9 8 2 4 . 0 8 7 7 7 . 6 1 4 . 2 8 1 4 . 8 0 1 5 . 3 2 1 5 . 8 3 1 6 . 3 5 1 6 . 8 7 1 7 . 3 8 1 7 . 8 8 1 8 . 3 9 1 8 . 8 9 1 9 . 3 7 2 9 9 6 3 . 4 8 1 0 7 0 . 9 2 7 . 0 3 2 8 . 0 1 2 8 . 9 9 2 9 . 9 7 3 0 . 9 6 3 1 . 9 4 3 2 . 9 1 3 3 . 8 6 3 4 . 8 1 3 5 . 7 5 3 6 . 6 7 3 0 0 3 7 . 5 4 5 5 7 . 5 7 . 3 5 7 . 6 1 7 . 8 8 8 . 1 4 8 . 4 1 8 . 6 8 8 . 9 4 9 . 2 0 9 . 4 6 9 . 7 1 9 . 9 6 3 0 1 5 1 . 0 3 5 6 4 . 7 7 . 5 3 7 . 8 0 8 . 0 8 8 . 3 5 8 . 6 2 8 . 9 0 9 . 1 7 9 . 4 3 9 . 7 0 9 . 9 6 1 0 . 2 1 3 0 2 4 6 . 3 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 8 9 2 4 7 2 1 4 5 6 1 4 4 1 3 4 2 7 3 4 1 4 2 4 0 2 0 3 9 0 8 3 8 0 0 3 7 0 1 3 6 0 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 8 2 . 6 2 8 . 9 5 2 9 . 8 4 3 0 . 7 2 3 1 . 5 9 3 2 . 4 5 3 3 . 3 3 3 4 . 1 8 3 5 . 0 2 3 5 . 8 5 3 6 . 6 8 3 7 . 5 0 3 0 3 - 9 7 . 5 2 6 2 5 . 7 9 . 6 4 9 . 9 3 1 0 . 2 3 1 0 . 5 1 1 0 . 8 0 1 1 . 0 9 1 1 . 3 7 1 1 . 6 6 1 1 . 9 3 1 2 . 2 1 1 2 . 4 8 3 0 4 - 3 0 . 0 2 5 3 8 . 0 7 . 1 2 7 . 3 4 7 . 5 6 7 . 7 7 7 . 9 8 8 . 2 0 8 . 4 1 8 . 6 1 8 . 8 2 9 . 0 2 9 . 2 2 3 0 5 - 2 3 . 0 2 9 5 1 . 2 2 2 . 3 1 2 2 . 9 9 2 3 . 6 7 2 4 . 3 4 2 5 . 0 1 2 5 . 6 8 2 6 . 3 4 2 6 . 9 9 2 7 . 6 2 2 8 . 2 7 2 8 . 8 9 3 0 6 - 6 9 . 5 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 6 8 4 4 5 4 5 4 4 1 5 4 2 9 4 4 1 8 0 4 0 7 0 3 9 6 9 3 8 7 4 3 7 8 5 3 6 9 9 3 6 1 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 2 6 . 4 1 2 . 2 1 1 2 . 7 3 1 3 . 2 5 1 3 . 7 8 1 4 . 3 1 1 4 . 8 3 1 5 . 3 5 1 5 . 8 7 1 6 . 3 9 1 6 . 8 9 1 7 . 3 9 3 0 7 9 . 9 5 6 5 2 . 3 9 . 9 1 1 0 . 3 4 1 0 . 7 6 1 1 . 1 9 1 1 . 6 2 1 2 . 0 5 1 2 . 4 7 1 2 . 8 9 1 3 . 3 1 1 3 . 7 2 1 4 . 1 2 3 0 8 - 7 8 . 8 0 8 2 3 . 1 1 5 . 8 6 1 6 . 5 5 1 7 . 2 2 1 7 . 9 2 1 8 . 6 0 1 9 . 2 8 1 9 . 9 5 2 0 . 6 2 2 1 . 3 0 2 1 . 9 6 2 2 . 6 1 3 0 9 - 1 3 0 . 1 5 5 5 7 . 6 7 . 2 3 7 . 5 4 7 . 8 5 8 . 1 7 8 . 4 8 8 . 7 9 9 . 0 9 9 . 4 0 9 . 7 1 1 0 . 0 1 1 0 . 3 0 3 1 0 - 6 1 . 0 0 8 1 3 . 2 1 5 . 3 5 1 6 . 0 1 1 6 . 6 7 1 7 . 3 4 1 8 . 0 0 1 8 . 6 6 1 9 . 3 1 1 9 . 9 6 2 0 . 6 1 2 1 . 2 5 2 1 . 8 7 3 1 1 - 7 0 . 0 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 9 7 9 4 7 7 4 4 5 8 7 4 4 1 0 4 2 4 7 4 0 9 8 3 9 6 0 3 8 3 2 3 7 1 0 3 5 9 9 3 4 9 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 1 6 2 . 9 3 7 . 5 9 3 8 . 4 4 3 9 . 2 8 4 0 . 1 2 4 0 . 9 3 4 1 . 7 5 4 2 . 5 6 4 3 . 3 6 4 4 . 1 5 4 4 . 9 3 4 5 . 7 1 3 1 2 - 2 0 8 . 0 8 6 3 8 . 1 1 1 . 7 9 1 2 . 0 5 1 2 . 3 2 1 2 . 5 8 1 2 . 8 3 1 3 . 0 9 1 3 . 3 4 1 3 . 5 9 1 3 . 8 4 1 4 . 0 8 1 4 . 3 3 3 1 3 - 2 2 2 . 0 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 2 1 3 4 1 2 0 4 0 3 2 3 9 4 8 3 8 6 9 3 7 9 4 3 7 2 2 3 6 5 3 3 5 8 8 3 5 2 7 3 4 6 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 4 8 . 4 9 7 . 6 1 9 8 . 2 6 9 8 . 9 2 9 9 . 5 8 1 0 0 . 2 3 1 0 0 . 8 8 1 0 1 . 5 2 1 0 2 . 1 7 1 0 2 . 8 1 1 0 3 . 4 5 1 0 4 . 0 9 3 1 4 4 6 . 1 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 0 4 6 4 0 1 9 3 9 9 3 3 9 6 6 3 9 4 1 3 9 1 5 3 8 9 1 3 8 6 6 3 8 4 3 3 8 1 9 3 7 9 5 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 8 8 . 2 1 . 6 5 1 . 7 5 1 . 8 6 1 . 9 7 2 . 0 8 2 . 2 0 2 . 3 2 2 . 4 5 2 . 5 7 2 . 6 9 2 . 8 1 3 1 5 - 8 . 7 6 6 4 1 . 0 8 . 1 9 8 . 6 8 9 . 2 1 9 . 7 6 1 0 . 3 3 1 0 . 9 2 1 1 . 5 2 1 2 . 1 3 1 2 . 7 3 1 3 . 3 4 1 3 . 9 4 3 1 6 - 4 6 . 0 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 7 9 5 5 4 6 2 5 1 4 9 4 8 6 0 4 5 9 2 4 3 4 5 4 1 1 9 3 9 1 2 3 7 2 7 3 5 5 7 3 4 0 4 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 3 0 5 . 3 4 5 . 6 6 4 6 . 3 1 4 6 . 9 6 4 7 . 6 0 4 8 . 2 3 4 8 . 8 6 4 9 . 4 9 5 0 . 1 2 5 0 . 7 3 5 1 . 3 5 5 1 . 9 5 3 1 7 - 1 9 . 5 1 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 3 0 4 4 2 4 3 4 1 8 5 4 1 2 9 4 0 7 5 4 0 2 2 3 9 7 1 3 9 2 2 3 8 7 4 3 8 2 8 3 7 8 4 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 3 6 . 4 2 5 . 2 7 2 6 . 2 7 2 7 . 2 6 2 8 . 2 6 2 9 . 2 6 3 0 . 2 5 3 1 . 2 4 3 2 . 2 0 3 3 . 1 6 3 4 . 1 2 3 5 . 0 6 3 1 8 - 8 . 1 6 7 7 3 . 7 1 4 . 1 0 1 4 . 6 5 1 5 . 2 1 1 5 . 7 7 1 6 . 3 2 1 6 . 8 7 1 7 . 4 2 1 7 . 9 6 1 8 . 5 0 1 9 . 0 3 1 9 . 5 5 3 1 9 - 4 2 . 6 3 5 0 1 . 5 5 . 9 2 6 . 1 5 6 . 3 8 6 . 6 1 6 . 8 5 7 . 0 8 7 . 3 1 7 . 5 3 7 . 7 6 7 . 9 8 8 . 2 0 3 2 0 - 8 . 8 5 3 9 9 . 2 3 . 7 5 3 . 8 9 4 . 0 4 4 . 1 9 4 . 3 4 4 . 4 8 4 . 6 3 4 . 7 7 4 . 9 1 5 . 0 5 5 . 1 9 3 2 1 - 5 . 0 6 3 2 4 . 7 2 . 5 3 2 . 6 3 2 . 7 3 2 . 8 3 2 . 9 3 3 . 0 3 3 . 1 3 3 . 2 3 3 . 3 2 3 . 4 2 3 . 5 1 3 2 2 - 6 8 . 0 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 8 9 7 4 7 1 3 4 5 4 0 4 3 8 0 4 2 3 1 4 0 9 3 3 9 6 4 3 8 4 6 3 7 3 5 3 6 3 0 3 5 3 3 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 0 3 . 8 7 8 . 5 0 7 9 . 2 5 7 9 . 9 9 8 0 . 7 3 8 1 . 4 6 8 2 . 1 9 8 2 . 9 2 8 3 . 6 4 8 4 . 3 6 8 5 . 0 8 8 5 . 7 9 3 2 3 - 3 2 . 3 8 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 7 8 4 4 7 3 9 4 6 9 6 4 6 5 3 4 6 1 1 4 5 7 1 4 5 3 1 4 4 9 2 4 4 5 4 4 4 1 6 4 3 8 0 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 9 8 . 0 1 0 . 2 9 1 0 . 8 3 1 1 . 3 9 1 1 . 9 5 1 2 . 5 3 1 3 . 1 1 1 3 . 6 9 1 4 . 2 7 1 4 . 8 5 1 5 . 4 3 1 6 . 0 0 3 2 4 2 0 . 6 0 6 9 6 . 7 1 0 . 2 5 1 0 . 7 9 1 1 . 3 5 1 1 . 9 0 1 2 . 4 8 1 3 . 0 6 1 3 . 6 4 1 4 . 2 2 1 4 . 7 9 1 5 . 3 7 1 5 . 9 4 3 2 5 1 4 . 9 1 3 1 8 . 3 2 . 1 4 2 . 2 5 2 . 3 7 2 . 4 9 2 . 6 1 2 . 7 3 2 . 8 5 2 . 9 7 3 . 0 9 3 . 2 1 3 . 3 3 3 2 6 - 1 0 . 6 5 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 4 5 3 5 1 8 0 4 9 2 8 4 6 9 7 4 4 8 0 4 2 8 1 4 1 0 0 3 9 3 4 3 7 8 1 3 6 3 9 3 5 1 0 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 5 9 6 . 8 8 . 1 5 8 . 4 8 8 . 8 1 9 . 1 4 9 . 4 8 9 . 8 1 1 0 . 1 4 1 0 . 4 7 1 0 . 7 9 1 1 . 1 1 1 1 . 4 3 3 2 7 - 1 3 . 9 1 6 1 9 . 3 8 . 7 7 9 . 1 3 9 . 4 8 9 . 8 4 1 0 . 2 0 1 0 . 5 6 1 0 . 9 2 1 1 . 2 7 1 1 . 6 1 1 1 . 9 6 1 2 . 3 0 3 2 8 - 4 . 0 5 2 9 8 . 7 2 . 0 4 2 . 1 3 2 . 2 1 2 . 2 9 2 . 3 8 2 . 4 6 2 . 5 4 2 . 6 2 2 . 7 1 2 . 7 9 2 . 8 7 3 2 9 - 1 7 . 0 4 9 9 7 . 7 2 2 . 7 8 2 3 . 7 1 2 4 . 6 4 2 5 . 5 7 2 6 . 5 0 2 7 . 4 3 2 8 . 3 6 2 9 . 2 7 3 0 . 1 7 3 1 . 0 8 3 1 . 9 6 3 3 0 - 1 7 . 3 5 7 6 4 . 5 1 3 . 3 8 1 3 . 9 3 1 4 . 4 7 1 5 . 0 2 1 5 . 5 7 1 6 . 1 1 1 6 . 6 6 1 7 . 1 9 1 7 . 7 2 1 8 . 2 5 1 8 . 7 7 3 3 1 3 2 . 5 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 0 3 5 4 8 3 8 4 6 5 6 4 4 8 6 4 3 2 9 4 1 8 3 4 0 4 6 3 9 2 0 3 8 0 4 3 6 9 2 3 5 9 1 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 8 9 5 . 2 1 0 4 . 4 1 1 0 5 . 0 7 1 0 5 . 7 2 1 0 6 . 3 8 1 0 7 . 0 3 1 0 7 . 6 8 1 0 8 . 3 4 1 0 8 . 9 7 1 0 9 . 6 1 1 1 0 . 2 4 1 1 0 . 8 9 3 3 2 1 3 8 . 8 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 9 8 7 3 9 6 2 3 9 3 8 3 9 1 4 3 8 9 0 3 8 6 7 3 8 4 3 3 8 2 1 3 7 9 9 3 7 7 8 3 7 5 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 7 7 . 3 4 . 3 1 4 . 6 1 4 . 9 3 5 . 2 7 5 . 6 3 6 . 0 1 6 . 4 1 6 . 8 2 7 . 2 4 7 . 6 6 8 . 0 8 3 3 3 5 7 . 4 2 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 6 1 2 8 5 7 3 4 5 3 6 4 5 0 1 8 4 6 9 4 4 3 9 5 4 1 2 3 3 8 7 2 3 6 5 0 3 4 4 9 3 2 6 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 7 2 1 . 9 8 3 . 9 0 8 4 . 5 6 8 5 . 2 2 8 5 . 8 7 8 6 . 5 3 8 7 . 1 7 8 7 . 8 1 8 8 . 4 5 8 9 . 0 9 8 9 . 7 3 9 0 . 3 5 3 3 4 5 4 . 5 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 0 8 3 4 0 5 2 4 0 2 0 3 9 9 0 3 9 6 0 3 9 3 1 3 9 0 3 3 8 7 5 3 8 4 7 3 8 2 0 3 7 9 4 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 4 1 . 0 2 9 . 3 1 2 9 . 9 5 3 0 . 6 0 3 1 . 2 3 3 1 . 8 6 3 2 . 4 8 3 3 . 1 1 3 3 . 7 1 3 4 . 3 2 3 4 . 9 2 3 5 . 5 1 3 3 5 2 0 4 . 9 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 3 4 3 4 2 4 9 4 1 6 0 4 0 7 6 3 9 9 6 3 9 1 9 3 8 4 5 3 7 7 6 3 7 1 0 3 6 4 6 3 5 8 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 5 3 0 . 3 6 4 . 8 4 6 5 . 4 9 6 6 . 1 6 6 6 . 8 0 6 7 . 4 4 6 8 . 0 9 6 8 . 7 3 6 9 . 3 7 7 0 . 0 0 7 0 . 6 3 7 1 . 2 5 3 3 6 - 3 9 . 1 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 1 6 9 4 1 2 8 4 0 8 6 4 0 4 8 4 0 0 9 3 9 7 1 3 9 3 4 3 8 9 9 3 8 6 4 3 8 2 9 3 7 9 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 9 4 5 . 6 2 2 . 7 1 2 3 . 2 5 2 3 . 7 9 2 4 . 3 3 2 4 . 8 6 2 5 . 3 9 2 5 . 9 2 2 6 . 4 3 2 6 . 9 4 2 7 . 4 5 2 7 . 9 5 3 3 7 - 6 6 . 0 7 8 0 2 . 6 1 6 . 3 3 1 6 . 7 1 1 7 . 1 0 1 7 . 4 9 1 7 . 8 7 1 8 . 2 5 1 8 . 6 3 1 9 . 0 0 1 9 . 3 6 1 9 . 7 3 2 0 . 0 9 3 3 8 - 2 2 . 5 1 1 1 7 5 . 5 3 5 . 0 5 3 5 . 8 8 3 6 . 7 2 3 7 . 5 5 3 8 . 3 7 3 9 . 1 8 4 0 . 0 0 4 0 . 7 9 4 1 . 5 8 4 2 . 3 6 4 3 . 1 4 3 3 9 3 8 . 7 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 5 4 7 4 4 4 2 4 3 4 0 4 2 4 4 4 1 5 4 4 0 6 8 3 9 8 6 3 9 0 8 3 8 3 4 3 7 6 4 3 6 9 7 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 7 4 0 . 0 7 6 . 4 5 7 7 . 1 9 7 7 . 9 4 7 8 . 6 8 7 9 . 4 2 8 0 . 1 5 8 0 . 8 8 8 1 . 6 0 8 2 . 3 2 8 3 . 0 4 8 3 . 7 6 3 4 0 - 2 7 3 . 8 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 6 2 7 4 5 8 2 4 5 3 9 4 4 9 6 4 4 5 4 4 4 1 4 4 3 7 4 4 3 3 6 4 2 9 8 4 2 6 1 4 2 2 5 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 1 4 0 . 0 3 6 . 9 2 3 7 . 5 9 3 8 . 2 4 3 8 . 9 0 3 9 . 5 6 4 0 . 1 9 4 0 . 8 3 4 1 . 4 7 4 2 . 0 8 4 2 . 7 1 4 3 . 3 3 3 4 1 2 7 0 . 9 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 1 7 0 4 0 9 6 4 0 2 6 3 9 5 8 3 8 9 3 3 8 3 1 3 7 7 2 3 7 1 4 3 6 6 0 3 6 0 7 3 5 5 5 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 6 0 . 6 1 0 . 2 7 1 0 . 7 7 1 1 . 2 7 1 1 . 7 8 1 2 . 3 0 1 2 . 8 1 1 3 . 3 2 1 3 . 8 2 1 4 . 3 3 1 4 . 8 2 1 5 . 3 1 3 4 2 1 5 2 . 2 9 5 9 6 . 9 8 . 4 5 8 . 8 6 9 . 2 8 9 . 6 9 1 0 . 1 2 1 0 . 5 4 1 0 . 9 6 1 1 . 3 7 1 1 . 7 9 1 2 . 1 9 1 2 . 6 0 3 4 3 1 5 8 . 1 3 7 5 8 . 2 1 3 . 5 3 1 4 . 1 9 1 4 . 8 6 1 5 . 5 3 1 6 . 2 1 1 6 . 8 8 1 7 . 5 6 1 8 . 2 2 1 8 . 8 9 1 9 . 5 4 2 0 . 1 9 3 4 4 1 7 6 . 7 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 0 2 3 4 7 9 0 4 5 7 5 4 3 7 8 4 1 9 5 4 0 2 7 3 8 7 3 3 7 3 2 3 6 0 1 3 4 8 1 3 3 6 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 1 0 0 4 . 3 2 5 . 8 1 2 6 . 6 2 2 7 . 4 3 2 8 . 2 3 2 9 . 0 3 2 9 . 8 2 3 0 . 6 0 3 1 . 3 7 3 2 . 1 4 3 2 . 9 0 3 3 . 6 4 3 4 5 1 9 2 . 8 1 5 7 2 . 1 8 . 4 4 8 . 7 0 8 . 9 6 9 . 2 3 9 . 4 9 9 . 7 4 1 0 . 0 0 1 0 . 2 5 1 0 . 5 0 1 0 . 7 5 1 0 . 9 9 3 4 6 1 3 1 . 9 6 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 5 8 5 4 4 4 5 4 3 1 4 4 1 9 2 4 0 7 7 3 9 6 9 3 8 6 8 3 7 7 3 3 6 8 3 3 5 9 9 3 5 1 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 3 2 . 8 1 . 1 2 1 . 1 8 1 . 2 5 1 . 3 3 1 . 4 0 1 . 4 8 1 . 5 6 1 . 6 4 1 . 7 1 1 . 7 9 1 . 8 7 3 4 7 - 3 . 2 7 7 3 1 . 7 1 1 . 1 4 1 1 . 8 1 1 2 . 5 1 1 3 . 2 4 1 3 . 9 8 1 4 . 7 4 1 5 . 5 2 1 6 . 3 0 1 7 . 0 8 1 7 . 8 4 1 8 . 6 2 3 4 8 - 9 7 . 2 3 3 8 0 . 2 3 . 0 4 3 . 2 2 3 . 4 1 3 . 6 1 3 . 8 1 4 . 0 2 4 . 2 3 4 . 4 5 4 . 6 6 4 . 8 7 5 . 0 8 3 4 9 - 7 5 . 0 0 5 9 6 . 0 7 . 4 4 7 . 8 9 8 . 3 6 8 . 8 4 9 . 3 4 9 . 8 5 1 0 . 3 7 1 0 . 8 9 1 1 . 4 1 1 1 . 9 2 1 2 . 4 3 3 5 0 - 1 0 6 . 6 0 4 9 6 . 9 5 . 1 6 5 . 4 7 5 . 7 9 6 . 1 3 6 . 4 7 6 . 8 3 7 . 1 9 7 . 5 5 7 . 9 1 8 . 2 6 8 . 6 2 3 5 1 - 8 1 . 6 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 5 8 5 5 2 6 7 4 9 7 2 4 6 9 8 4 4 5 0 4 2 2 0 4 0 0 8 3 8 1 6 3 6 4 4 3 4 8 8 3 3 4 3 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 7 9 4 . 2 1 4 . 9 2 1 5 . 4 3 1 5 . 9 7 1 6 . 4 9 1 7 . 0 1 1 7 . 5 3 1 8 . 0 4 1 8 . 5 5 1 9 . 0 5 1 9 . 5 5 2 0 . 0 5 3 5 2 3 . 1 2 8 5 9 . 8 1 7 . 5 1 1 8 . 1 2 1 8 . 7 4 1 9 . 3 6 1 9 . 9 6 2 0 . 5 7 2 1 . 1 8 2 1 . 7 8 2 2 . 3 7 2 2 . 9 5 2 3 . 5 4 3 5 3 4 6 . 5 3 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 8 7 0 4 7 0 7 4 5 5 0 4 4 0 6 4 2 7 2 4 1 4 6 4 0 2 7 3 9 1 6 3 8 1 4 3 7 1 6 3 6 2 5 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 0 4 2 . 8 1 0 3 . 3 5 1 0 4 . 1 0 1 0 4 . 8 4 1 0 5 . 5 8 1 0 6 . 3 3 1 0 7 . 0 6 1 0 7 . 8 0 1 0 8 . 5 2 1 0 9 . 2 5 1 0 9 . 9 8 1 1 0 . 6 9 3 5 4 6 8 . 4 7 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 6 6 7 4 6 3 4 4 6 0 1 4 5 6 9 4 5 3 7 4 5 0 6 4 4 7 6 4 4 4 6 4 4 1 7 4 3 8 8 4 3 6 0 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 4 4 5 . 8 4 . 6 0 4 . 7 9 4 . 9 9 5 . 1 9 5 . 3 9 5 . 5 9 5 . 7 8 5 . 9 8 6 . 1 7 6 . 3 6 6 . 5 5 3 5 5 - 2 2 . 7 5 3 2 0 . 2 2 . 3 8 2 . 4 8 2 . 5 8 2 . 6 9 2 . 7 9 2 . 8 9 2 . 9 9 3 . 0 9 3 . 1 9 3 . 2 9 3 . 3 9 3 5 6 - 3 0 . 7 9 6 2 5 . 2 9 . 1 7 9 . 5 7 9 . 9 6 1 0 . 3 6 1 0 . 7 5 1 1 . 1 5 1 1 . 5 4 1 1 . 9 3 1 2 . 3 2 1 2 . 7 0 1 3 . 0 8 3 5 7 - 1 1 0 . 1 9 7 7 1 . 8 1 3 . 8 9 1 4 . 4 9 1 5 . 0 8 1 5 . 6 9 1 6 . 2 9 1 6 . 8 9 1 7 . 4 8 1 8 . 0 7 1 8 . 6 6 1 9 . 2 4 1 9 . 8 1 3 5 8 - 1 0 3 . 9 7 9 4 8 . 3 2 0 . 8 4 2 1 . 7 4 2 2 . 6 2 2 3 . 5 3 2 4 . 4 3 2 5 . 3 4 2 6 . 2 2 2 7 . 1 2 2 7 . 9 9 2 8 . 8 6 2 9 . 7 3 3 5 9 - 6 9 . 4 0 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 4 9 8 4 4 7 7 8 4 5 9 1 4 4 1 4 4 2 5 2 4 1 0 1 3 9 6 3 3 8 3 2 3 7 1 2 3 6 0 1 3 4 9 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 2 1 6 1 . 4 1 3 5 . 9 4 1 3 6 . 6 0 1 3 7 . 2 8 1 3 7 . 9 2 1 3 8 . 5 8 1 3 9 . 2 2 1 3 9 . 8 9 1 4 0 . 5 5 1 4 1 . 1 7 1 4 1 . 8 3 1 4 2 . 4 9 3 6 0 1 4 . 7 9 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 3 9 7 7 3 9 5 8 3 9 3 9 3 9 2 1 3 9 0 2 3 8 8 4 3 8 6 6 3 8 4 8 3 8 3 1 3 8 1 4 3 7 9 6 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' 67 5 8 & 7 8 5 ( 5 $ 1 * ( 7 2 :, 5 ( '6 & 1 '5 6 7 6+ 7 5( ) 6 ; +8 1 7 , 1 * 7 2 1 4 8 $ 5 7 = 9$8/7$ . 9 / , 1 ( 67 5 7 2 6 7 5 &2 1 ' 8 & 7 2 5 6 7 5 , 1 * , 1 * 6& $ / ( 1 $ ' $ 7 ( 1( 6 & 0 ( ' , 8 0 7 ( 1 6 , 2 1 / % 6 : 2 S p a n M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d M i d L e f t S p a n L e n g t h S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S p a n S t r u c t V e r t i c a l S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g S a g N u m b e r P r o j e c t i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) ( f t ) 6 4 8 . 7 8 . 5 9 9 . 0 9 9 . 6 0 1 0 . 1 3 1 0 . 6 7 1 1 . 2 3 1 1 . 7 8 1 2 . 3 4 1 2 . 9 0 1 3 . 4 6 1 4 . 0 2 3 6 1 - 1 2 . 3 2 5 2 2 . 7 5 . 5 8 5 . 9 0 6 . 2 3 6 . 5 8 6 . 9 3 7 . 2 9 7 . 6 5 8 . 0 1 8 . 3 7 8 . 7 4 9 . 1 0 3 6 2 4 . 9 4 H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z H o r i z T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n T e n s i o n 0 F 1 0 F 2 0 F 3 0 F 4 0 F 5 0 F 6 0 F 7 0 F 8 0 F 9 0 F 1 0 0 F ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) ( l b s ) 5 6 3 9 5 3 3 4 5 0 5 0 4 7 8 5 4 5 4 3 4 3 1 8 4 1 1 4 3 9 2 8 3 7 5 9 3 6 0 1 3 4 5 9 ,3 & 3 ( , 5( 9 , 6 , 2 1 6 $6 & 5 6 7 , / 7 58 / , 1 * 6 3 $ 1 ) 7 ,6 6 8 ( ' ) 2 5 % , ' SE C T I O N 8 0 0 WI R E A T T A C H M E N T S A S2 S 1 S 1 S 2 O 2 O 1 O 1 O 2 C 2 C 1 O R C R 1 GX S 3 4 8 . 5 3 6 9 . 9 4 3 D E DE DE 3P M A 3 4 8 . 5 3 3 5 . 4 4 7 S U S P SU S P SU S P DC - D E 6 0 9 . 2 6 2 0 . 1 8 6 D E DE DE HF - D E 1 3 2 9 . 7 4 9 7 . 2 7 3 D E DE DE 3P M A 1 3 2 9 . 7 1 5 1 0 . 5 3 9 S U S P SU S P O 1 - ( 1 ) @ 2 2 " S U S P HF - D E 1 2 6 2 . 5 1 2 6 4 . 4 7 3 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 2 8 " C 1 - ( 3 ) @ 3 5 " 3P D E - 6 0 7 8 3 . 2 5 4 7 . 7 0 4 D E DE DE HF T 7 8 3 . 2 7 1 8 . 0 7 S U S P SU S P SU S P HF T - L 7 8 3 . 2 9 8 5 . 4 8 5 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P HF T - L G 7 8 3 . 2 4 0 9 . 9 1 S U S P SU S P SU S P HF T - L G 7 8 3 . 2 9 5 9 . 1 1 5 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P HF T - L 7 8 3 . 2 7 8 2 . 0 0 2 S U S P SU S P SU S P HF T 7 8 3 . 2 6 6 5 . 3 4 3 S U S P SU S P SU S P HF T 7 8 3 . 2 8 4 1 . 0 9 2 S U S P SU S P SU S P 3P L A 7 8 3 . 2 5 1 7 . 5 5 S U S P SU S P SU S P 3P D E - 6 0 1 5 3 4 . 8 1 5 3 7 . 7 4 7 D E DE DE 3P D E - 6 0 1 8 4 7 . 7 1 8 5 2 . 3 3 8 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 3 0 " C 1 - ( 3 ) @ 3 7 " 3P D E - 0 7 1 5 . 3 4 5 1 . 7 1 9 D E DE DE HF T 7 1 5 . 3 8 2 9 . 4 8 S U S P S 1 - ( 1 ) @ 1 6 " S U S P SU S P HF - D E 8 5 7 . 2 5 3 3 . 5 0 4 D E DE DE HF T 8 5 7 . 2 9 9 7 . 2 1 4 S U S P SU S P SU S P HF - D E 8 4 2 . 5 8 5 0 . 1 1 5 D E DE DE HF - D E 3 3 6 . 2 3 5 0 . 0 3 8 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 2 7 " C 1 - ( 3 ) @ 3 4 " DC - D E 7 8 5 . 8 4 7 7 . 1 2 7 D E DE DE HF T 7 8 5 . 8 4 1 7 . 1 2 1 S U S P SU S P SU S P HF T 7 8 5 . 8 8 1 0 . 5 9 2 S U S P SU S P SU S P HF T - L 7 8 5 . 8 9 8 4 . 6 5 7 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P HF - D E 7 2 8 5 4 6 . 9 2 6 D E DE DE HF T 7 2 8 5 9 4 . 5 2 3 S U S P SU S P SU S P HF T 7 2 8 8 5 5 . 7 8 6 S U S P S 1 - ( 1 ) @ 1 6 " S U S P SU S P HF T 7 2 8 6 0 0 . 4 6 9 S U S P SU S P SU S P HF T - L 7 2 8 9 7 2 . 3 8 2 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P HF T - L 7 2 8 5 9 7 . 5 7 9 S U S P SU S P SU S P HF T 7 2 8 8 1 9 . 6 1 3 S U S P SU S P SU S P HF T 7 2 8 4 2 9 . 4 3 4 S U S P SU S P SU S P HF T 7 2 8 3 1 1 . 9 4 2 S U S P SU S P SU S P HF T 7 2 8 7 1 3 . 0 4 5 S U S P SU S P SU S P DS . C N DR . S T NO T E S : 1. " R " I N D I C A T E D O N A R M O R R O D 29 2 CR 1 - ( 3 ) @ 3 0 " C2 - ( 3 ) @ 2 6 " C2 - ( 3 ) @ 2 8 " C1 - ( 3 ) @ 3 2 " C 1 - ( 3 ) @ 2 5 " C1 - ( 3 ) @ 3 3 " C1 - ( 3 ) @ 3 7 " CR 1 - ( 3 ) @ 3 0 " C2 - ( 3 ) @ 3 0 " IP C / P E I 80 0 . 0 0 2 0 6 RE F . ( S ) X HU N T I N G T O N - Q U A R T Z VAULT # 23A-73929-810.002 13 8 K V L I N E # 4 2 3 WI R E A T T A C H M E N T S DA M P E R S - 2 0 2 2 SC A L E : N A D A T E : 1 2 / 2 0 / 2 0 1 9 SH T . 2 C1 - ( 3 ) @ 3 5 " RE V I S I O N S 6/ 2 5 / 2 0 2 1 IS S U E D F O R B I D W. O . 2 7 5 2 0 5 6 9 ST R U C T U R E T Y P E ST R . N O . C1 O R C R 1 OH G W 3 / 8 " E H S S T E E L DA M P I N G P E R S T R U C T U R E (S E E DR A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) OP G W D N O - 5 4 8 4 DA M P I N G P E R S T R U C T U R E (S E E D R A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) CO N D 7 1 5 . 5 K C M I L 2 4 / 7 A C S R " S T I L T " DA M P I N G P E R S T R U C T U R E (S E E D R A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) AH E A D S P A N C2 AT T C H . BA C K S P A N A H E A D S P A N AT T C H . BA C K S P A N A H E A D S P A N AT T C H . BA C K S P A N SP A N AH E A D (F E E T ) RU L I N G S P A N AH E A D (F E E T ) 26 0 26 1 25 8 25 9 25 6 25 7 26 7 26 4 26 5 26 2 26 3 28 6 28 7 28 2 28 3 28 0 28 1 27 8 27 0 27 1 26 8 26 9 26 6 27 9 27 6 27 7 CR 1 - ( 3 ) @ 3 0 " CR 1 - ( 3 ) @ 3 0 " 27 4 29 0 28 4 28 5 27 5 27 2 27 3 29 1 28 8 28 9 A S2 S 1 S 1 S 2 O 2 O 1 O 1 O 2 C 2 C 1 O R C R 1 HF T 7 2 8 7 1 3 . 0 4 5 S U S P SU S P SU S P HF T 7 2 8 7 8 0 . 7 1 S U S P SU S P SU S P 3P D E - 6 0 1 5 9 0 . 3 3 1 3 . 4 7 8 D E DE DE HF T - L G 1 5 9 0 . 3 1 7 4 1 . 4 4 3 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P 3P D E - 0 8 1 1 . 9 7 3 7 . 6 4 9 D E DE DE HF T 8 1 1 . 9 6 4 3 . 9 3 6 S U S P SU S P SU S P HF T 8 1 1 . 9 9 1 4 . 0 1 3 S U S P S 1 - ( 1 ) @ 1 6 " S U S P SU S P HF T - L 8 1 1 . 9 7 7 7 . 5 5 6 S U S P SU S P SU S P HF T - L 8 1 1 . 9 1 0 7 0 . 9 3 3 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P HF T - L 8 1 1 . 9 5 5 7 . 4 6 3 S U S P SU S P SU S P HF T 8 1 1 . 9 5 6 5 . 7 4 S U S P SU S P SU S P 3P D E - 6 0 8 8 7 1 0 8 3 . 6 9 7 D E DE DE HF T - L 8 8 7 6 2 5 . 7 3 6 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 2 " S U S P C R 1 - ( 3 ) @ 3 0 " HF T 8 8 7 5 3 8 . 0 1 1 S U S P SU S P SU S P HF T - L 8 8 7 9 5 2 . 0 7 1 S U S P S 1 - ( 1 ) @ 1 6 " S U S P SU S P HF - D E 7 3 0 . 5 7 2 7 . 5 9 7 D E DE DE 3P L A 7 3 0 . 5 6 5 2 . 6 0 1 S U S P SU S P SU S P HF T 7 3 0 . 5 8 2 3 . 0 7 7 S U S P SU S P SU S P HF T 7 3 0 . 5 5 5 7 . 5 5 1 S U S P SU S P SU S P HF T 7 3 0 . 5 8 1 4 . 0 9 S U S P SU S P SU S P HF - D E 9 8 2 . 7 1 1 6 3 . 7 9 3 D E S 1 - ( 1 ) @ 1 6 " D E DE HF T - L 9 8 7 . 2 6 3 9 . 2 1 S U S P SU S P SU S P 3P D E - 6 0 1 8 4 7 . 8 1 8 5 0 . 5 3 6 D E S 1 - ( 1 ) @ 1 6 " D E O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E 3P D E - 0 5 5 4 . 9 2 8 9 . 3 2 8 D E DE DE HF T 5 5 4 . 9 6 4 2 . 0 8 9 S U S P SU S P SU S P 3P D E - 6 0 1 3 0 5 . 2 1 3 0 7 . 3 0 8 D E DE DE HF - D E 7 6 8 . 8 1 0 3 7 . 3 6 4 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 2 8 " C 1 - ( 3 ) @ 3 5 " HF T - L 7 6 8 . 2 7 7 3 . 7 1 9 S U S P SU S P SU S P HF T 7 6 8 . 2 5 0 1 . 5 5 S U S P SU S P SU S P HF T 7 6 8 . 2 3 9 9 . 1 6 1 S U S P SU S P SU S P HF T 7 6 8 . 2 3 2 5 . 7 7 4 S U S P SU S P SU S P 3P D E - 6 0 1 8 0 3 . 5 1 8 0 5 . 8 2 D E S 1 - ( 1 ) @ 1 6 " D E O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E 3P D E - 6 0 6 4 3 . 8 6 9 8 . 9 7 7 D E DE DE HF T 6 4 3 . 8 6 9 6 . 6 9 7 S U S P SU S P SU S P HF T 6 4 3 . 8 3 1 9 . 3 3 4 S U S P SU S P SU S P 3P D E - 6 0 7 6 4 . 5 5 9 7 . 7 5 3 D E DE DE HF T 7 6 4 . 5 6 1 9 . 2 6 3 S U S P SU S P SU S P DS . C N DR . S T SC A L E : N A D A T E : 1 2 / 2 0 / 2 0 1 9 SH T . 2 8 0 0 . 0 0 3 0 6 32 8 RE F . ( S ) X NO T E S : 1. " R " I N D I C A T E D O N A R M O R R O D HU N T I N G T O N - Q U A R T Z VAULT # 23A-73929-810.002 13 8 K V L I N E # 4 2 3 WI R E A T T A C H M E N T S DA M P E R S - 2 0 2 2 32 6 32 7 32 4 32 5 32 2 32 3 C1 - ( 3 ) @ 3 7 " C 1 - ( 3 ) @ 3 0 " 32 0 32 1 31 8 C1 - ( 3 ) @ 3 5 " C 1 - ( 3 ) @ 2 8 " 31 9 31 6 31 7 31 4 C1 - ( 3 ) @ 3 5 " C 2 - ( 3 ) @ 2 8 " 31 5 31 2 31 3 31 0 31 1 30 8 30 9 30 6 30 7 30 4 30 5 30 2 30 3 30 0 CR 1 - ( 3 ) @ 3 0 " 30 1 29 8 29 9 29 6 29 7 29 4 29 5 CR 1 - ( 3 ) @ 3 1 " 29 2 IP C / P E I 29 3 AT T C H . BA C K S P A N A H E A D S P A N C1 O R C R 1 C 2 W. O . 2 7 5 2 0 5 6 9 CO N D 7 1 5 . 5 K C M I L 2 4 / 7 A C S R " S T I L T " DA M P I N G P E R S T R U C T U R E (S E E D R A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) RE V I S I O N S 6/ 2 5 / 2 0 2 1 IS S U E D F O R B I D AT T C H . BA C K S P A N A H E A D S P A N AT T C H . BA C K S P A N A H E A D S P A N ST R . N O . S T R U C T U R E T Y P E RU L I N G S P A N AH E A D (F E E T ) SP A N AH E A D (F E E T ) OH G W 3 / 8 " E H S S T E E L DA M P I N G P E R S T R U C T U R E (S E E DR A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) OP G W D N O - 5 4 8 4 DA M P I N G P E R S T R U C T U R E (S E E D R A W I N G 8 0 0 . 00 1 F O R D E T A I L S ) A S2 S 1 S 1 S 2 O 2 O 1 O 1 O 2 C 2 C 1 O R C R 1 HF T 7 6 4 . 5 2 9 8 . 6 9 4 S U S P SU S P SU S P HF T - L G 7 6 4 . 5 9 9 7 . 8 9 5 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 1 " S U S P 3P M A 7 6 4 . 5 7 6 3 . 5 3 1 S U S P SU S P SU S P 3P D E - 0 1 8 9 0 . 2 1 8 9 7 . 5 1 8 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E DE 3P D E - 0 4 7 3 . 9 4 7 9 . 5 2 7 D E DE O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 2 8 " C 1 - ( 3 ) @ 3 5 " 3P D E - 6 0 1 7 2 1 1 7 2 4 . 0 3 7 D E DE DE 3P D E - 0 1 0 2 1 . 4 1 0 4 3 . 1 2 2 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 2 8 " C 1 - ( 3 ) @ 3 5 " 3P D E - 6 0 1 5 2 9 . 8 1 5 3 2 . 4 5 1 D E S 1 - ( 1 ) @ 1 6 " D E O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E 3P D E - 0 1 0 0 9 . 7 9 4 6 . 6 7 6 D E DE DE HF T - L 1 0 0 9 . 7 8 0 2 . 6 3 2 S U S P SU S P SU S P HF T - L 1 0 0 9 . 7 1 1 7 6 . 5 3 5 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 1 " S U S P 3P D E - 6 0 1 7 1 8 . 9 1 7 4 2 . 2 3 D E DE DE 3P D E - 0 1 1 0 9 . 1 1 1 4 2 . 2 5 8 D E S 1 - ( 1 ) @ 1 6 " S 1 - ( 1 ) @ 1 6 " D E O 2 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E C 2 - ( 3 ) @ 2 7 " C 1 - ( 3 ) @ 3 4 " 3P D E - 6 0 6 6 2 . 8 6 6 1 . 7 2 5 D E DE DE HF T 6 6 2 . 8 5 9 6 . 8 5 6 S U S P SU S P SU S P HF T 6 6 2 . 8 7 5 9 . 1 8 9 S U S P SU S P SU S P 3P D E - 6 0 8 5 5 . 1 1 0 0 5 . 2 8 8 D E S 1 - ( 1 ) @ 1 6 " D E O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E HF T - L 8 5 5 . 1 5 7 3 . 1 4 2 S U S P SU S P SU S P 3P D E - 6 0 5 6 3 . 8 2 3 3 . 8 8 2 D E DE DE HF T - L G 5 6 3 . 8 7 3 1 . 7 1 9 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 1 " S U S P HF T 5 6 3 . 8 3 8 0 . 2 4 5 S U S P SU S P SU S P HF T 5 6 3 . 8 5 9 5 . 9 9 2 S U S P SU S P SU S P HF T 5 6 3 . 8 4 9 7 . 7 7 7 S U S P SU S P SU S P HF - D E 8 2 8 . 3 7 9 5 . 0 7 6 D E DE DE HF T - L 8 2 8 . 3 8 6 0 . 9 2 3 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 1 " S U S P 3P D E - 0 2 0 4 1 . 7 2 0 4 5 . 0 4 8 D E S 1 - ( 1 ) @ 1 6 " D E O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E 3P D E - 0 7 2 9 . 7 4 4 6 . 8 5 1 D E DE DE HF T 7 2 9 . 7 3 2 0 . 1 7 6 S U S P SU S P SU S P HF T 7 2 9 . 7 6 2 5 . 2 3 3 S U S P SU S P SU S P HF T 7 2 9 . 7 7 7 1 . 8 5 S U S P SU S P SU S P HF T - L 7 2 9 . 7 9 4 9 . 3 3 7 S U S P S 1 - ( 1 ) @ 1 6 " S U S P O 1 - ( 1 ) @ 2 1 " S U S P 3P D E - 0 2 1 6 1 . 3 2 1 6 3 . 6 1 6 D E S 1 - ( 1 ) @ 1 6 " D E O 1 - ( 1 ) @ 1 9 " O 2 - ( 1 ) @ 1 9 " D E 3P D E - 0 6 1 8 . 1 6 4 9 . 8 4 3 D E DE DE HF T 6 1 8 . 1 5 2 6 . 1 0 6 S U S P SU S P SU S P HF - S W I T C H 9 7 1 . 8 1 0 4 4 . 8 4 4 D E DE DE DS . C N DR . S T SC A L E : N A D A T E : 1 2 / 2 0 / 2 0 1 9 SH T . 2 8 0 0 . 0 0 4 0 6 RE F . ( S ) X NO T E S : 1. " R " I N D I C A T E D O N A R M O R R O D HU N T I N G T O N - Q U A R T Z VAULT # 23A-73929-810.002 13 8 K V L I N E # 4 2 3 WI R E A T T A C H M E N T S DA M P E R S - 2 0 2 2 36 3 36 1 36 2 35 9 CR 1 - ( 3 ) @ 3 0 " 36 0 C1 - ( 3 ) @ 3 5 " C 1 - ( 3 ) @ 2 8 " 35 7 35 8 35 5 35 6 35 3 CR 1 - ( 3 ) @ 3 0 " 35 4 C1 - ( 3 ) @ 3 7 " C 1 - ( 3 ) @ 3 0 " 35 1 35 2 34 9 35 0 34 7 34 8 CR 1 - ( 3 ) @ 3 0 " 34 5 C1 - ( 3 ) @ 3 4 " C 1 - ( 3 ) @ 2 7 " 34 6 34 3 34 4 34 1 C1 - ( 3 ) @ 3 4 " C 1 - ( 3 ) @ 2 7 " 34 2 33 9 CR 1 - ( 3 ) @ 3 0 " 34 0 33 7 33 8 33 5 C1 - ( 3 ) @ 3 4 " C 1 - ( 3 ) @ 2 7 " 33 6 C1 - ( 3 ) @ 3 5 " C 1 - ( 3 ) @ 2 8 " 33 3 C1 - ( 3 ) @ 3 3 " C 1 - ( 3 ) @ 2 6 " 33 4 33 1 33 2 32 9 IP C / P E I 33 0 CR 1 - ( 3 ) @ 3 0 " AT T C H . BA C K S P A N A H E A D S P A N C1 O R C R 1 C 2 W. O . 2 7 5 2 0 5 6 9 CO N D 7 1 5 . 5 K C M I L 2 4 / 7 A C S R " S T I L T " DA M P I N G P E R S T R U C T U R E (S E E D R A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) RE V I S I O N S 6/ 2 5 / 2 0 2 1 IS S U E D F O R B I D AT T C H . BA C K S P A N A H E A D S P A N AT T C H . BA C K S P A N A H E A D S P A N ST R . N O . S T R U C T U R E T Y P E RU L I N G S P A N AH E A D (F E E T ) SP A N AH E A D (F E E T ) OH G W 3 / 8 " E H S S T E E L DA M P I N G P E R S T R U C T U R E (S E E DR A W I N G 8 0 0 . 0 0 1 F O R D E T A I L S ) OP G W D N O - 5 4 8 4 DA M P I N G P E R S T R U C T U R E (S E E D R A W I N G 8 0 0 . 00 1 F O R D E T A I L S ) O1 W 1 Y 1 O 2 W 2 Y 2 O 3 W 3 Y 3 O 4 A OH G W 3 6 - W - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o OH G W 3 6 - W - s 3 6 - O - s 3 6 - Y - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - W - o 3 6 - O - o OH G W 3 6 - W - s 3 6 - O - s 3 6 - Y - s 3 6 - W - s B OP G W 3 6 - O - o 3 6 - Y - o 3 6 - W - o 3 6 - O - o 3 6 - O - o OH G W 3 6 - W - s 3 6 - O - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - W - o OH G W 3 6 - W - s 3 6 - O - s 3 6 - Y - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - W - o 3 6 - O - o C OH G W 3 6 - W - s 3 6 - O - s 3 6 - Y - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - W - o 3 6 - O - o OH G W 3 6 - W - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o OH G W 3 6 - W - s 3 6 - O - s D OP G W 3 6 - O - o 3 6 - Y - o OH G W 3 6 - W - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - O - o OH G W 3 6 - W - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - O - o OH G W 3 6 - W - s 3 6 - O - s 3 6 - Y - s 3 6 - W - s 3 6 - O - s OP G W 3 6 - O - o 3 6 - Y - o 3 6 - W - o 3 6 - O - o 3 6 - Y - o DS . C N DR . S T 2/ 5 / 2 0 2 1 IS S U E D O F 6 0 % B RE V I E W W. O . 2 7 5 2 0 5 6 9 IP C / P E I 21 4 7 1 0 1 9 5 11 7 7 5 1 9 6 6/ 2 5 / 2 0 2 1 IS S U E D O F B I D RE V I E W W. O . 2 7 5 2 0 5 6 9 IP C / P E I 34 1 3 P D E - 0 1 1 4 2 5 1 9 0 15 2 8 7 1 9 1 94 7 4 1 8 9 33 8 H F T - L 8 0 3 4 1 6 1 MA R K E R B A L L S C H E D U L E 3P D E - 6 0 1 3 0 7 6 1 8 7 31 4 3 P D E - 6 0 17 1 9 8 1 9 1 ST R . NO . ST R U C T U R E T Y P E SP A N AH E A D (fe e t ) BA L L S I N SP A N (AL T E R N A T I N SP A C I N G (f e e t ) WI R E AT T A C H M E N T 27 6 H F T 9 9 9 4 2 0 0 IP C / P E I 12 / 1 8 / 2 0 2 0 IP C / P E I 33 9 H F T - L 36 0 3 P D E - 0 33 7 3 P D E - 0 33 4 3 P D E - 6 0 29 5 H F T - L G 1 7 4 9 8 1 9 4 18 5 1 9 1 8 5 31 7 33 6 3 P D E - 6 0 IS S U E D F O R 6 0 % NO T E : RE V I S I O N S 12 / 2 0 / 2 0 1 9 IS S U E D F O R R E V I E W W. O . 81 0 . 0 0 2 0 6 RE F . ( S ) X HU N T I N G T O N - Q U A R T Z VAULT # 23A-73929-820.002 13 8 K V L I N E # 4 2 3 WI R E A T T A C H M E N T S 20 2 2 M A R K E R B A L L S SC A L E : N A D A T E : 1 2 / 2 0 / 2 0 1 9 SH T . 2 RE V I E W W. O . 2 7 5 2 0 5 6 9 SE C T I O N 9 0 0 ST R U C T U R E R E M O V A L 6757<3 675 &2817 %(//6675 3267 +7&/727$/$$ $+' $+'*%$ $+*$ $++3 $+; % $+;%3 $+;+3 $+;6 $. + $.; % $.;+'6 $.;2*% $.;6 $; $;% & $;%+' $;%6 $;%6+': $;+' & $;+'*%$ $;+'+*$ $;+*$ $;2*% /' $;676: '; ( (6 (;%5367 *; +6 +; +; +;+3 1(:$; %(//6 3267 '6'5 '567 ,668(')25 5(9,(: :2 ,3&3(, 5()6; +817,1*72148$57= 9D X O W $ .9/,1( &216758&7,21 5(029$/6727$/6 6&$/(1$ '$7( 6+7 %5$&(3267 6:,7&+ :2 :2 ,3&3(, ,668(')25 5(9,(: 727$/6 5(9,6,216 ,668(')255(9,(: 6755(029$/6 127(6 ,3&3(, ,668(')25%,' 5(9,(: :2 ,3&3(, $ $+;+3 $++3 ' $ ' +; $ +;+3 % ' $+; ' $ ' $;+' $;2*% ' $ & ' $; ' $ ' $; ' '; $ $+;+3 ' $+; ' +; '$ $;%6 ' $+; $ $;%6+': $ *; ' $+' D +XQW:LQG ' $+; ' $ ' $; ' $;+' $ $;%6 $ $;%6 $ $;%6 $ +;+3 $ $;%6 ' $;+' ' $ ' $. ' $.; $ $;%6 $ $+;+3 '6'5 '567 *$ *8<6$1'$1&+256 *$ *$ *$ *$ ,668(')25 5(9,(: :2 ,3&3(, *$ *$ *$ *$ *$ *$ *$ (;,67,1*3 3 180%(5 53 +(,*+7)7 03 +(,*+7)7 /3 +(,*+7)7 /,1( $1*/(63$1$+($'6757<3(675 5(9,6,216 ,668(')255(9,(: :2 ,3&3(, *$ *$ *$ ,668(')25%,' 5(9,(: :2 ,3&3(, 5()6; +817,1*72148$57= 9D X O W $ .9/,1( &216758&7,21 5(029$/6 6&$/(1$ '$7( 6+7 *$ $ ' +; ' +; $;2*% $ $;%6 ' $;+' % ' $. ' $ $ $;%6 $ $;%6 $ $+;%3 & ' +; ' $; ' $;2*% $;+' $+;+3 $.; ' $+' ' $ ' +; ' +; ' $+; $ +;+3 ' $; ' $+; +;+3 ' $.; ' $+' ' $ +;+3 $+;+3 ' $+; $; $; $+;+3 ' $+' ' $. ' $+' $+;+3 ' +; ' +; '6'5 '567 ,3&3(, 03 +(,*+7)7 53 +(,*+7)7 *8<6$1'$1&+256 5(9,6,216 *$,668(')255(9,(: ,668(')25 5(9,(: :2 (;,67,1*3 3 180%(5 675 6757<3( 63$1$+($' /,1( $1*/( /3 +(,*+7)7 ,3&3(, *$ :2 *$ *$ *$ *$ *$ *$ *$ *$ *$ *$ 6+7 *$ *$ 5()6; +817,1*72148$57= 9D X O W $ .9/,1( &216758&7,21 5(029$/6 ,668(')25%,' 5(9,(: :2 ,3&3(, 6&$/(1$ '$7( *$ *$ *$ $ $$ $+;+3 +; $+;+3 $ +;+3 ' $; % ' +; ' $+; ' +; ' $+; ' $;+' & ' $ ' $+; ' $+' ' '; ' $. $;2*% ' $ ' $ ' *; & $$ $;% ' +; ' +; ' $. ' $ ' $ ' $;+' $ 1(:$; ' +; ' +; ' $ ' $;676:VZLWFK 7 /' '6'5 '567 ,3&3(, 03 +(,*+7)7 53 +(,*+7)7 *8<6$1'$1&+256 5(9,6,216 *$,668(')255(9,(: *$ *$ *$ ,668(')25 5(9,(: :2 (;,67,1*3 3 180%(5 675 6757<3( 63$1$+($' /,1( $1*/( /3 +(,*+7)7 ,3&3(, *$ *$:2 *$ *$ *$ *$ & *$ *$ *$ *$ *$ 6+7 5()6; +817,1*72148$57= 9D X O W $ .9/,1( &216758&7,21 5(029$/6 ,668(')25%,' 5(9,(: :2 ,3&3(, 6&$/(1$ '$7( /' RE C O N C I L E T&D Reconciling Checklist - IPCO Crew Jobs Section 1 Work Order Number:B Description: Project Leader: Actual Start Date: Initial each item as it is performed: Foreman/Crewmember Foreman: Actual In-Service Date: Actual Finish Date: T & D Designer: Red Line maps, structuredrawings and lists,and/or Design Compatible Units/Foreman’s Code Dictionarywith any changes Materials have been issued and/or returned with stores. Communicate with Stores that the Material Request can be completedinPassport ReviewWO Cost Summarycharges applicable to your crewfor reasonableness, includinglabor,materials, vehicles, blasting,Outside Services:(flagging, landscaping,gravel, contract service, credit card charges, etc) and miscellaneous charges. If correct sign and date theWO Cost Summaryreport 5HYLHZDQGFRPSOHWHLWHPVRQWKH&RUUHFWLYH$FWLRQ3ODQ&$3 Give the completedWork Order Construction Packet, Reconciling Checklist and any other related paperwork tothe Construction CoordinatorConstruction Coordinator Place the PropertyUnits In-Service within the Asset Suite (M320 panel) if applicable 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 Departmental Specialist:Date:To:.DWLH0DUNV, CHQ-3 Section 2 T&D Design Departmental Specialist Log receipt ofWO Construction Packet into SharePoint Returnconstructionpackettoappropriate T & D Designer/Designated Reconciler/Project Design Leader Project Leader / T & D Designer / Designated Reconciler Document redline changes. Update the PLS models with all deviations from design(if applicable) RunWork Order Reconciling Report orWork Order Cost Summaryin Asset Suite as appropriate and verifythe 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 Update/Correct existingWO propertyunit quantities and cost estimates for both installs and removals, if necessary (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”. Returnconstruction book toDesigner to Archive. PIV Project ID: 5 -*/&)6/5*/(50/26"35;3*-% %"30/#&&4-&: 50.#"3#&3 g g 5HYLHZDQGFRPSOHWHLWHPVRQWKH&RUUHFWLYH$FWLRQ3ODQ&$3 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: Jake.Thomas@powereng.com 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 JAKE.THOMAS@POWERENG.COM 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 LineConstructionSpec_LINE#423.docx 6/28/2021 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 13 LineConstructionSpec_LINE#423.docx 6/28/2021 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. 14 LineConstructionSpec_LINE#423.docx 6/28/2021 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% 15 LineConstructionSpec_LINE#423.docx 6/28/2021 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 16 LineConstructionSpec_LINE#423.docx 6/28/2021 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: 17 LineConstructionSpec_LINE#423.docx 6/28/2021 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 18 LineConstructionSpec_LINE#423.docx 6/28/2021 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 19 LineConstructionSpec_LINE#423.docx 6/28/2021 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. 20 LineConstructionSpec_LINE#423.docx 6/28/2021 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. 21 LineConstructionSpec_LINE#423.docx 6/28/2021 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. 22 LineConstructionSpec_LINE#423.docx 6/28/2021 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 23 LineConstructionSpec_LINE#423.docx 6/28/2021 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. 24 LineConstructionSpec_LINE#423.docx 6/28/2021 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. 25 LineConstructionSpec_LINE#423.docx 6/28/2021 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 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 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. www.AFLglobal.com or 800-890-8878 2 © 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 www.AFLglobal.com or 800-890-8878 3 © 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. www.AFLglobal.com or 800-890-8878 4 © 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. www.AFLglobal.com or 800-890-8878 5 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. www.AFLglobal.com or 800-890-8878 6 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. www.AFLglobal.com or 800-890-8878 7 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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) www.AFLglobal.com or 800-890-8878 8 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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 www.AFLglobal.com or 800-890-8878 9 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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 www.AFLglobal.com or 800-890-8878 10 © 2012, AFL, all rights reserved. Revision 4, 2.7.19 Specifications are subject to change without notice. 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. 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 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. 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 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. 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 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 © 2 0 1 2 , A F L , a l l r i g h t s r e s e r v e d . R e v i s i o n 4 , 2 . 7 . 1 9 S p e c i f i c a t i o n s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . ww w . A F L g l o b a l . c o m o r 8 0 0 - 8 9 0 - 8 8 7 8 Ra t i o (S h e a v e Di a m e t e r / C a b l e Di a m e t e r ) : D s / D c 0. 0 0 1. 0 0 2. 0 0 3. 0 0 4. 0 0 5. 0 0 6. 0 0 7. 0 0 8. 0 0 9. 0 0 10 .00 11 .00 12 .00 13 .00 14 .00 15 .00 16 .00 17 .00 18 .00 19 .00 20 .00 21 .00 22 .00 23 .00 24 .00 25 .00 26 .00 27 .00 28 .00 29 .00 30 .00 31 .00 32 .00 33 .00 34 .00 35 .00 36 .00 37 .00 38 .00 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 Shea v e Th rou g h Ang l e [deg] Axial Load [%RBS] Ds / D c = 2 5 Ds / D c = 2 8 Ds / D c = 3 1 Ds / D c = 3 4 Ds / D c = 3 7 Ds / D c = 4 0 Ds / D c = 4 3 Ds / D c = 4 6 Ds / D c = 4 9 Ds / D c = 5 2 Ds / D c = 5 5 Ds / D c = 5 8 Ds / D c = 6 1 Ds / D c = 6 4 Ds / D c = 6 7 Ds / D c = 7 0 Ds / D c = 7 3 Ds / D c = 7 6 Ds / D c = 7 9 Ds / D c = 8 2 Ds / D c = 8 5 Ds / D c = 8 8 Ds / D c = 2 2 22 25 28 31 34 37 4043 46 495255 586164 6770737679 8285 88 Ap p e n d i x 1 Sh e a v e S i z e B a s e d o n L i n e A n g l e a n d I n s t a l l a t i o n T e n s i o n 15 © 2 0 1 2 , A F L , a l l r i g h t s r e s e r v e d . R e v i s i o n 4 , 2 . 7 . 1 9 S p e c i f i c a t i o n s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . ww w . A F L g l o b a l . c o m o r 8 0 0 - 8 9 0 - 8 8 7 8 WE I G H T DE T A I L B DE T A I L A SW I V E L GU Y WI R E CO N N I C A L FE R R U L E DE T A I L C 8. 0 0 B WE I G H T CO N N I C A L FE R R U L E GU Y WI R E SW I V E L A DI R E C T I O N O F P U L L 29 . 0 0 F T AP P R O X . C Ap p e n d i x 2 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 i n F r o n t o f t h e O P G W ) 16 © 2 0 1 2 , A F L , a l l r i g h t s r e s e r v e d . R e v i s i o n 4 , 2 . 7 . 1 9 S p e c i f i c a t i o n s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . ww w . A F L g l o b a l . c o m o r 8 0 0 - 8 9 0 - 8 8 7 8 7/ 8 ” W I R E R O P E PU N C H L O K C L A M P S OP G W 1- 1 / 2 ” O D S T E E L R E I N F O R C E D HY D R A U L I C H O S E 8’ 2. 4 4 m PU L L I N G LI N E RO T A T I N G S W I V E L KE L L E M G R I P 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 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 3/6&$'''UDZLQJ 1( 6 / 2 1 7 $ 3 $6 + * 5 9 7 $ 3 '5 7 5 ' ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * '5 7 5 ' ; 1 * +) 7 $ 1 / B 1( / 6 2 1 7 $ 3 +) 6 : , 7 & + B 6: , 7 & + $ 6 + * 5 2 9 ( $6 + * 5 2 9 ( 7 $ 3 $ * / ' $ ' % * / ' $ ' +) 7 $ 1 / B +) 7 $ 1 B 67,/7$&6 5#%0('C675 23*:#%0('C675 +*:#%0('C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 3, 3, '5 7 5 ' ; 1 * +) 7 $ 1 B +) 7 $ 1 / B +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B $6+$6+*52 1( 6 / 2 1 7 $ 3 $6 + * 5 9 7 $ 3 '5 7 5 ' ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * '5 7 5 ' ; 1 * '5 7 5 ' ; 1 * 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 2+*:#%0('56C675 '1223*:#%0('56C675 67,/7$&65#%0('56C675 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +) 7 $ 1 / B 3 ' ( B B $ * / ' $ ' % * / ' $ ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 3, 3 ' ( B B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) &5 . ; 1 * 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, %8 , / ' , 1 * 6+ $ : / 1 5 ' ; 1 * 1* +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 67,/7$&65#%0('56C675 67,/7#56C675 '1223*:#%0('56C675 '122#56C675 2+*:#%0('56C675 2#56C675 &+-($1/ +-($1/ %8,/',1* 6+$:/15';1* %85 1 7 5, 9(5 ;1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, &$ 1 $ / ;1 * ', 6 7 ; 1 * 55 ; 1 * 2/ ' 8 6 5' ; 1 * , ; 1 * , ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * ', 6 7 ; 1 * 0$ 1 1 , 1 * & 5 . 5 ' ; 1 * +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 3 ' ( B B 23 * : 6 3 / , & ( $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 67,/7$&6 5#%0('C675 1 223*:#%0('C675 2+*:#%0('C675 67,/7$&65#%0('56C675 67,/7$&#%056C675 '1223*:#%0('56C675 '1223 *#%056C675 2+*#%056C6752+*:#%0('56C675 $1,&($ 9(5/ ((, 1':,//,$0-77 =,.081' :,/ ($1/77 $1/ 7 ',6 7;1 * 5 5;1 * ,;1 *0 $ 1 1 , 1 * & 5 . 5 ' ; 1 * &$1 $/;1 * 5 2 $';1 * ,;1 * '5 75 ' ;1 * 1 *1 * ; 1 * ' , 6 7 ; 1 * 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, '5 7 5 ' ; 1 * ', 6 7 ; 1 * '5 7 5 ' ; 1 * ', 6 7 ; 1 * ', 6 7 ; 1 * 9$ 1 ' ( & $ 5 5' ; 1 * '5 7 5 ' ; 1 * +) 7 $ 1 / B +) 7 $ 1 / B +) 7 $ 1 B 3 / $ B B 6 * / ' $ ' +) 7 $ 1 B '8 5 . ( ( 6 8 % '8 5 . ( ( 6 8 % +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B 6 7,/7$&6 5%0('7 5 23*:%0('7 5 2+*:%0('7 5 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 5'-26(3+( 7 223 6833/<,1& 36833/<,1& &223 6833/<,1 2//'(11,66&27 0$5.( *(5,( 1'$/$1( '(% :,*+7: -$1,& :,//,$0$ 9(5/ ' 5 7 5 ' ; 1 * '5 7 5 ' ;1 * 9$ 1 ' ( & $ 5 5' ; 1 * '5 7 5 ' ;1 * ', 6 7 ; 1 * ', 6 7 ; 1 * ', 6 7 ; 1 * '8 5 . ( ( '8 5 . ( ( 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 5' ; 1 * +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) ' ( B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 .,1*5$1&+(6, 5.,1*5$1&+(6 5.,1*5$1& *529(&(0(17 +, 1 ' 0 $ 1 5 ' ; 1 * 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +, 1 ' 0 $ 1 5' ; 1 * +, 1 ' 0 $ 1 5 ' ; 1 * 55 ; 1 * ', 6 7 ; 1 * +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 //'$/( 6+$55 608//'$/( 6 1&+(6,1& 05.,1*5$ .,1*5$1&+(6,1 *5$1&+(6,1& 5.,1*5$1&+(6 .05.,1* +, 1 ' 0 $ 1 5 ' ; 1 * 55 ; 1 * ', 6 7 ; 1 * +, 1 ' 0 $ 1 5 ' ; 1 * 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, 3, +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B 3 ' ( B B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 ', 6 7 ; 1 * 55 ; 1 * +) B +) B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 608//'$ 08// ',67;1* 55;1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 5< ( 9 $ / / ( < / 1 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, 3, /$ : 5 ( 1 & ( & 5 . 5 ' ; 1 * '5 7 5 ' ;1 * +) 7 $ 1 B +) ' ( B 23 * : 6 3 / , & ( $ * / ' $ ' % * / ' $ ' 3 / $ B B 6 * / ' $ ' +) 7 $ 1 B 3 ' ( B B $ * / ' $ ' % * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B 5' ' ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 752<+(/(1077(( '575';1* /$:5(1&( &5. 5';1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) :$ 7 ( 5 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +) 7 $ 1 / B +) 7 $ 1 / B 3 ' ( B B $ * / ' $ ' % * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 / B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 (/(1077(( 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ '5 7 5 ' ;1 * +) 7 $ 1 / B +) 7 * B $ * / ' $ ' % * / ' $ ' +) ' ( B $ * / ' $ ' % * / ' $ ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 3 ' ( B B $ * / ' $ ' % * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 '575';1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 55 :$ 7 ( 5 ; 1 * :$ 7 ( 5 ; 1 * 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 * B % * / ' $ ' +) ' ( B 23 * : 6 3 / , & ( $ * / ' $ ' % * / ' $ ' 3 ' ( B B $ * / ' $ ' % * / ' $ ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 +) ' ( B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 (7$/ 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 55 59 5 ; 1 * 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ ', 6 7 ; 1 * +, ; 2 1 5 ' ; 1 * +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 3, 3 / $ B B 6 * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B (/(1077(( /(1077(( ',67;1* 52$';1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) ' ( B $ * / ' $ ' % * / ' $ ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7#56C675 '12#56C675 #56C675 752<+(/( 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ '5 7 5 ' ; 1 * * +) 7 $ 1 / B +) ' ( B 23 * : 6 3 / , & ( $ * / ' $ ' % * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 / B 67,/7$&6 5#%0('C675 '1223*:#%0('C675 '1223 *#%056C675 67,/7$&#%056C675 2+*:#%0('C675 2+*#%056C675 & '575';1* '575';1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' +) ' ( B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 23*:#%0('675 67,/7$&6 5#%0('675 2+*:#%0('675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 %52.(163855$1&+//& 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ '5 7 5 ' ; 1 * ', 6 7 ; 1 * +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 2+*:#%0('56C675 '1223*:#%0('56C675 67,/7$&65#%0('56C675 7%5$1'/$1' /,9(672&.//& %5 '575';1* ',67;1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) %8 5 1 7 5 9 5 ; 1 * 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ ', 6 7 ; 1 * '5 7 5 ' ;1 * +) 7 $ 1 / B +) 7 $ 1 / B +) 7 $ 1 / B +) ' ( B 23 * : 6 3 / , & ( $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 +$7%'575';1* ',67;1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, 3, '5 7 5 ' ; 1 * 3 / $ B B 6 * / ' $ ' +) 7 * B $ * / ' $ ' % * / ' $ ' +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 / B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 5(*2167 1,&+2/6(':$5'* 6+(55<$ +$7%5$1'/$1 +$7%5$1'/$1' /,9( ' 57 5' ;1 * 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, '5 7 5 ' ; 1 * ', 6 7 ; 1 * +) 7 $ 1 B +) 7 $ 1 / B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 25(*2167$7(2) 25(* 1 '575';1* ',67;1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ 3, 7/ ; 1 * 1* ', 6 7 ; 1 * +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B +) 7 $ 1 B 3 ' ( B B $ * / ' $ ' % * / ' $ ' 3 0 $ B B 6 * / ' $ ' 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C67567,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 +$ '//& 7/;1* ,;1* ,;1* ',67;1* 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 6756 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 3/6&$'''UDZLQJ ', 6 7 ; 1 * 2/ ' 8 6 +: < ;1 * 55 ; , 1 * 55 ; , 1 * ;1* +) B +) 7 $ 1 B 3 ' ( B B 23 * : 6 3 / , & ( $ * / ' $ ' % * / ' $ ' 48 $ 5 7 = 6 8 % 68 % ) 5 $ 0 ( 67,/7$&65#%0('56C675 '1223*:#%0('56C675 2+*:#%0('56C675 / ( / $ 1 ' / / & 5 & 2 2 3 2 : ( 5 & 2 2/'86+:<;1* 55;,1* ',67;1* 55;,1* :$7(5;1* 48 $ 5 7 = 6 8 % 75$160,66,21'(3$570(17 352-(&7,1)250$7,21'$7(6,*1$*(')75'6*1'$7('(6&5,37,215(9 '5$:,1* 9$8/7$ 6+((7 $ +81768%48$57=68% N9/,1( 675648$57=68% 3/$1 352),/( '6*1&1 '5)7'2 659<,3& 6&$/( C+25= C9(57 $ &1 '2,668(')25%,' &21'8&725.&0,/$&6567,/76+2:1#)2+*:(+667((/6+2:1#)23*:'126+2:1#) 55 ; 1 * 9HUW6FDOH +RUL]6FDOH IW IW 1RUWK 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 L T # 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. 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 L T # 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 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 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 VA U L T # 2 3 A - 7 3 9 2 9 - 3 0 0 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 VA U L T # 2 3 A - 7 3 9 2 9 - 3 0 0 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 VA U L T # 2 3 A - 7 3 9 2 9 - 3 0 0 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 VA U L T # 2 3 A - 7 3 9 2 9 - 4 1 0 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 U L T # 2 3 A - 7 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 VA U L T # 2 3 A - 7 3 9 2 9 - 5 5 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 VA U L T # 2 3 A - 7 3 9 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 VA U L T # 2 3 A - 7 3 9 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 VA U L T # 2 3 A - 7 3 9 2 9 - 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 HUNTINGTON-QUARTZ VA U L T # 2 3 A - 7 3 9 2 9 - 7 1 0 . 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 U L T # 2 3 A - 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 U L T # 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 VA U L T # 2 3 A - 7 3 9 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 VA U L T # 2 3 A - 7 3 9 2 9 - 7 3 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 VA U L T # 2 3 A - 7 3 9 2 9 - 7 3 0 . 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 VA U L T # 2 3 A - 7 3 9 2 9 - 8 1 0 . 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 VA U L T # 2 3 A - 7 3 9 2 9 - 8 1 0 . 0 0 2 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 U L T # 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 U L 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 U L T # 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 U L T # 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 u l t # 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 u l t # 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 u l t # 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 (208) 388-2073, 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 (208) 388-2073 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: tbarber@idahopower.com (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 ICProgram@idahopower.com or fax to (208) 433-2840. 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 ICProgram@idahopower.com or fax to (208) 433-2840. 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 kxallen@gmail.com Calypso Consulting 2683 Takelma Way Ashland, OR 97520 510-604-8201 cshohet@gmail.com Cecile Shohet Hamer Environmental L.P. PO BOX 2561 Mount Vernon, WA 98273 360-899-5156 Thomas Hamer hamer@hamerenvironmental.com Oregon Biosurvey 529 NW 31st St. Corvallis, OR 97330 duncanwt@gmail.com 541-760-2808 Duncan Thomas Pacific Crest Consulting 935 Bellview Ave. Ashland, OR 97520 541-621-8746 scotloring@hotmail.com Scot Loring Peter W. Dunwiddie Ecological Consultant 5548 38th Ave. NE Seattle, WA 98105 206-817-0899 Peter Dunwiddie pdunwidd@u.washington.edu Rabe Consulting 421 Commercial St Klamath Falls, OR 97601 541-891-2137 Andrea Rabe andrea@rabeconsulting.com Rebalance, LLC 601 Hawthorne St. Wenatchee WA, 98801 314-650-8115 emorling@hotmail.com Emily Orling Siskiyou Biosurvey LLC 265 Ball Rd. Eagle Point, OR 97524 541-821-6104 Richard Brock, Richard Callagan, Jason Clark rbrock@siskiyoubiosurvey.com rcallagan@siskiyoubiosurvey.com jclark@siskiyoubiosurvey.com Stone Ecosurveys 30567 Le Bleu Rd Eugene, OR 97405 541-344-3274 daphstone@gmail.com Daphne Stone Turnstone Environmental Consultants PO BOX 83362 Portland, OR 97283 503-283-5338 tom@turnstoneenvironmental.com 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: Judy.Ferguson@ch2m.com Smithman Consulting Services Lynda Smithman Boise, ID 208 344-2650 lcsmithman@spro.net Eagle Cap Consulting, INC Randy Krichbaum 403-948-0240 70314.243@compuserve.comm Salix Associates Richard Brainerd, Bruce Newhouse, Peter Zika Eugene, OR 503 343-2364 Holly Nielsen Burns, OR 541 573-1933 hollylane75@hotmail.com VisionAir, Inc. Boise, ID Susan Bernatas 208 841-9566 Columbia Environmental Sciences Inc. Kennewick, WA Mark Darrach 360 297-2766 colenvsci_mark@earthlink.net or canyonotter@earthlink.net 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 sean@understoryconsulting.net 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 : 541-473-3144 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 myzquierdoprimus@blm.gov (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 myzquierdoprimus@blm.gov (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 myzquierdoprimus@blm.gov (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. Project Work Plan Idaho Power Company 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 TLB1625@idahopower.com Src Prof Abbott, Kim Phone 2652 EMail Address KSK3910@idahopower.com Supplier Information Supplier Name AEROGRAPH - AERO-GRAPHICS Supplier Contact Kelly Francis Phone 8014283102 Fax EMail Address kfrancis@aero-graphics.com 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 Page 2 American Geotechnics 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 Page 3 American Geotechnics 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 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 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 0 3 4.5 0.75 1.5 SCALE IN MILES Sheet of1 19 HUNTINGTON SUBSTATION HUNTINGTON WIND PARK SUBSTATION PROPOSED DURKEE SUBSTATION QUARTZ SUBSTATION BAKER LEGEND PROPOSED/EXISTING TRANSMISSION LINE 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 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') #262 (9.1') #263 (5.3') #264 (5.5') #265 (6.4')HUNTINGTONHUNTINGTON SUBSTATION AG-1 (12'+) AG-2 P-1 #266 (3.5')#267 (2')#268 (2.6')#269 (3.1')#270 (3.8') #271 (2.2') #272 (1.3') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T BE G I N P R O J E C T MA T C H L I N E - S H E E T 3 MA T C H L I N E - T H I S S H E E T Sheet of2 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #281 (3.2')#282 (7.3')#283 (5.3')#284 (3.9')#285 (5.3')#286 (2.2')#287 (10.8')#288 (9') #273 (1.6')#274 (1.5')#275 (1')#276 (8.2')#277 (4')#278 (4') #279 (12'+) #280 (2.5') HUNTINGTON WIND PARK SUBSTATION AG-3 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 2 MA T C H L I N E - S H E E T 4 MA T C H L I N E - T H I S S H E E T Sheet of3 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 P-2 P-3 #289 (4.8') #290 (4') #291 (3.5') #292 (3.2') #293 (8') #294 (5.2') #295 (1') #296 (12'+) #297 (12'+) #298 (3.3')#299 (3.6')#300 (4')#301 (7.9')#302 (4.1')#303 (2.1') #304 (5.4') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 3 MA T C H L I N E - S H E E T 5 MA T C H L I N E - T H I S S H E E T Sheet of4 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #313 (0.9)#314 (1.6) #315 (6.9') #316 (4') #317 (3.6') #318 (12'+) #305 (1.7') #306 (0.9') #307 (5.3') #308 (1.6')#309 (1')#310 (2.2')#311 (1.3')#312 (0.9') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 4 MA T C H L I N E - S H E E T 6 MA T C H L I N E - T H I S S H E E T Sheet of5 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #319 (12'+) #320 (6.3') #321 (4.1') #322 (7.2') #323 (10') #324 (8') #325 (6') #326 (5.1') #327 (5.4') #328 (12'+) #329 (1.8') #330 (3') #331 (12'+) #332 (12') #333 (4.1') #334 (2.2') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 5 MA T C H L I N E - S H E E T 7 MA T C H L I N E - T H I S S H E E T Sheet of6 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 P-4 P-5 #340 (1.2')#341 (2.3')#342 (7.1') #343 (10.8') #344 (4') #345 (4.1') #335 (1.9')#336 (2.3') #337 (5') #338 (0') #339 (1.2') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 6 MA T C H L I N E - S H E E T 8 MA T C H L I N E - T H I S S H E E T Sheet of7 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #346 (0') #347 (1.8') #348 (4.3')#349 (3.5')#349 #351 (4.6')#352 (4.3')#353 (4')#354 (4.3') #355 (9.1')#356 (3.9')#357 (4.1')#358 (12'+)#359 (12'+)#360 (0') P-6 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 7 MA T C H L I N E - S H E E T 9 MA T C H L I N E - T H I S S H E E T Sheet of8 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #361 (8.7')#362 (12'+)#363 (12'+)#364 (12+)#365 (12'+)#366 (12'+)#367 (2.5') #368 (11.5') #369 (4') #370 (11')#371 (12'+)#372 (4.5') #373 (6.3')#374 (2.2') #375 (12'+) #376 (12'+) #377 (12'+) P-7 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 8 MA T C H L I N E - S H E E T 1 0 MA T C H L I N E - T H I S S H E E T Sheet of9 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #378 (8')#379 (12'+)#380 (12'+)#381 (3')#382 (4.2')#383 (12'+)#384 (12'+)#385 (12'+)#386 (12'+) P-8 #387 (12'+) #388 (3') #389 (12'+) #390 (12'+) #391 (12'+) #392 (12'+) #393 (12'+) #394 (12'+) #395 (12'+) #396 (12'+) RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 9 MA T C H L I N E - S H E E T 1 1 MA T C H L I N E - T H I S S H E E T Sheet of10 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #397 (10.5')#398 (11.2')#399 (12'+)#400 (12'+)#401 (4'+)#402 (1.4')#403 (2.5')#404 (12'+) PROPOSED DURKEE SUBSTATION 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') #414 (6.3') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 0 MA T C H L I N E - S H E E T 1 2 MA T C H L I N E - T H I S S H E E T Sheet of11 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 P-9 #415 (12'+)#416 (10')#417 (12'+)#418 (12'+)#419 (12'+)#420 (12'+)#421 (12'+)#422 (12'+)#423 (2.5') #424 (5.2')#425 (4.3')#426 (9.4')#427 (12'+)#428 #429 #430 #431 #432 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 1 MA T C H L I N E - S H E E T 1 3 MA T C H L I N E - T H I S S H E E T Sheet of12 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 P-10 #433 #434 #435 #436 #437 #438 #439 #440 #441 (2.9')#442 (2.7')#443 (2.7')#444 (3.3') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 2 MA T C H L I N E - S H E E T 1 4 MA T C H L I N E - T H I S S H E E T Sheet of13 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #445 (5.7')#446 #447 (2')#448 (3.3')#449 (4.7') #450 #451 (2.1')#452 (3.1')#453 (3.4')#454 (2.4')#455 (0.9')#456 (2.1')#457 (1.4') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 3 MA T C H L I N E - S H E E T 1 5 MA T C H L I N E - T H I S S H E E T Sheet of14 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #458 (1.4')#459 (0.3')#460 (0.3')#461 (0.5')#462 #463 (0.5')#464 #465 (5.7')#466 (4') #466 (4')#467 (2.9') #468 (7.8') #469 (12'+)#470 (5.1')#471 #472 (3.3')#473 (3.5') #474 #475 (4.3') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 4 MA T C H L I N E - S H E E T 1 6 MA T C H L I N E - T H I S S H E E T Sheet of15 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #476 (4')#477 (3.2')#478 (1.3')#479 #480 (4.6')#481 (2.3')#482 #483 (2') #484 (4.8')#485 #486 (5.1')#487 (4.8')#488 (3.4')#489 #490 #491 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 5 MA T C H L I N E - S H E E T 1 7 MA T C H L I N E - T H I S S H E E T Sheet of16 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 #492 (8.3')#493 (4.3')#494 (6.6')#495 (11.3')#496 (3.7')#497 (3.6')#498 (5.5')#499 (4')#500 (8') #501 (6.4')#502 (7') #503 (6.3')#504 (6.8')#505 (11')#506 (8')#507 (12'+)#508 (4')#509 (8') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 6 MA T C H L I N E - S H E E T 1 8 MA T C H L I N E - T H I S S H E E T Sheet of17 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 P-11 P-12 #510 (9.2')#511 (8')#512 (3.4')#513 (8.7')#514 (12'+)#515 (12'+)#516 (3.1')#517 (2.9')#518 (12'+) #519 (3.4')#520 (2.6')#521 (2.9')#522 (4')#523 (1.1')#524 (7.6')#525 (8.1')#526 (5.2') RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MA T C H L I N E - T H I S S H E E T MA T C H L I N E - S H E E T 1 7 MA T C H L I N E - S H E E T 1 9 MA T C H L I N E - T H I S S H E E T Sheet of18 19LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 53 #527 (6.8')#528 (7.1')#529 (5.1')#530 (9.5')#531 (12'+)#532 (10.3')#533 (12'+)#534 (4.9') #535 (7.9') #5 3 5 ( 7 . 9 ' ) #536 (11.3') #537 (12'+) #537 (12'+)QUARTZ SUBSTATION #539 (12'+) AG-5 RV a n L e u v e n 10 / 1 5 / 2 0 2 0 1 : 3 7 P M 03 3 1 1 E x p l o r a t i o n L o c a t i o n M a p P R E P A R E D 1 0 - 1 5 - 2 0 2 0 . d w g American Geotechnics A M E R I C A N T E C H N I C S 0 400 600 100 200 SCALE IN FEET Exploration Location Map Line 423, Huntington to Quartz Baker County, Oregon October 15, 2020File No. 03311 MATCH LINE - THIS SHEET MA T C H L I N E - S H E E T 1 8 EN D P R O J E C T MA T C H L I N E - T H I S S H E E T Sheet of19 19 LEGEND PROPOSED/EXISTING STRUCTURE LOCATION (MEASURED DEPTH TO ROCK AT ROCK SOUNDING LOCATION) PROPOSED/EXISTING TRANSMISSION LINE #258 (12'+) AG-1 BORING LOCATION PHOTO LOCATION AND DIRECTIONP-1 P-13 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 American Geotechnics Page 3 of 7 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 American Geotechnics Page 4 of 7 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 American Geotechnics Page 5 of 7 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 American Geotechnics Page 6 of 7 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 American Geotechnics Page 7 of 7 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 12’ BGS (ft) 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: klewis2@idahopower.com Phone: 208-388- 2326 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: 208-388-2326 Cell: 208-412-8512 Email: klewis2@idahopower.com 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.