The URL can be used to link to this page

Home My WebLink AboutResolution - 676 - Contract - ITT Meyer Industries - 4 Steel Transmission Pole Structures - 12/18/1980DWR:cl RESOLUTION 46676 - 12%18/8 BID 6075 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Contract between the City of Lubbock and ITT Meyer Industries for 4 steel trans- mission pole structures, attached herewith which shall be spread upon the minutes of the Council and as spread upon the minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in detail. Passed by the City Council this 18th day of December 1980. B McALISTER, MAYOR _ATTEST: Evelyn--Oaffga, City-`S&r�ary-Treasurer APPROVED AS TO FORM: David W. Reagan, Asss City Attorney Carroll McDonald Director of Sales & Service Electric Utilities LUBBOCK POWER AND LIGHT MATERIAL PURCHASE SPECIFICATIONS FOR 230 KV TRANSMISSION STEEL POLES LUBBOCK, TEXAS; Prepared by.:. LUBBOCK_ POWER AND., LIGHTi Oa'stribution,. Box 2000 __Lubbock, Texas- 79+57' F z Table of Contents Advertisement for 230 KV Transmission Steel Poles Instruction to Bidders General Conditions Contract Agreement (Equipment) Statement of Terms and Intent Design Specifications General Requirements Special Conditions Physical Requirements Design Requirements and Considerations Fabrication Quality and Finish Weathering Steel Finish Modifications Pole Shafts Anchor Base Plates Arms and Other Structure Attachments. Information -Require& with Quotation. Drawings. tither Informat-i'rnr to- be furni'shed' by the Manufacturer- Shi7pp-ing� and--Del4very Schedule Inspection and Acceptance Upon Receipt Rejection of Mater-i'al' Warranty.- Proposal Submittal Formal Proposal. Sheet General Drawings. P^, i Page 1 2 3 4 6 7 1. 8 if 11 1f 19 " 20 21 " 21 " 22 " 22 u 23 24; „ 25 „ 2b 2.6 ,, 27 11: 27.; If 28 11 29 If 30. 11 3-2:. U, t. ADVERTISEMENT FOR 230 KV TRANSM4ISSION STEEL POLES Sealed bids will be received in the office of Floyd Nesbitt, City Pur- chasing Director, Lubbock, Texas, prior to 4:00 _ _ P M. on December 9 1980, and publicly opened immediately thereafter on the same date for: 230 KV Transmission Steel Poles complete in accordance with specifications and the Instructions to Bidders attached hereto. It is the sole responsibility.of the Bidder .to insure that his bid is actually in the office of Floyd Nesbitt prior-to the above described closing time. The advertisement for bids is by the City of Lubbock, Texas, for its municipally owned electric utility, Lubbock Power and Light. Any reference to Lubbock Power and Light shall be construed to mean the City of Lubbock, Texas. -1- A. B. C. 0 INSTRUCTIONS TO BIDDERS I All bids must be quoted on the document entitled "Formal Proposal Sheet". Such document must be signed by the Bidder. These specifications must accompany and be attached to all bids. Such specifications will form a part of the contract entered into between the City of Lubbock and the successful Bidder. Each bid shall be enclosed in a sealed envelope, addressed to Floyd Nesbitt, City Purchasing Director, Lubbock, Texas, and endorsed on the outside of the envelope in the following manner: (a) Bidder's name (b) Proposal for: 230 KV Transmission -Steel Pokes•, D.. Proposals -may, be withdrawn and resubmitted at -any time prior to the time. - set -for the -opening of the bids, but no proposal may be withdrawn or altered. thereaf ter:. E The -City of Lubbock reserves the right to reject any andall bids, or parts of bids,- and"to waive irregularities and informalities -in any bid submitted. F: Eachz bidder -shalt thoroughly and fully -inform himself. of ail factors which woulid' affect tie- prosecution and, completion- of- the -works -and- cost thereof:_ It - shalt be: understood: and: agreed• that ai3• -such- fettor s - have - been inves- - - Ligated and= considered in the -preparation- of-' every- proposal' submitted:: - There shal1_be- no- subsequent- financial: adjustment to- any- contract awarded. which- is=based: on: the lack-of--such-prior-informationor its effect on the cost of the work. G. All sheets of the Instructions. to Bidders, proposal forms, Contract Agree- ment, General.Conditions, and Specifications shall be bound and contained together when submitted and filed with the City of Lubbock, Texas. Such sheets shall be part of the contract awarded. H. Exceptions to the specifications -shall be kept to a minimum, -however, if exceptions are taken by the Bidder to the specifications, they shall be clearly and completely noted on a separate attachment. Exceptions taken elsewhere shall not be considered as a part of the bid or subsequent contracts. If any conflict arises between the specifications and the Bidder's proposal (other than exceptions duly noted), the specifications shall govern. -2- n GENERAL CONDITIONS A. The contract awarded to.the successful Bidder shall be construed 'by and governed by the laws of the State of Texas. B. No payments made or certificates given shall be considered as conclusive evidence of the performance of the Contract, either wholly or in part, nor • shall any certificate or payment be construed as'acceptance of defective materials, parts, systems, or work. Neither the final payment nor cer- tificate nor any provision in the Contract shall relieve the Bidder of responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other materials or work resulting therefrom, which shall `appear within a period of one year from t e date the system is placed in commercial operation. C. It is hereby expressly agreed and understood that time is of the essence for the performance of this contract,and.any.failure by Seller to meet the: time specifications of this: agreement willcause- Seller to be in de- - fault of this agreement. !: Ds Title=:and Risk of -.Loss. The. title and' risk of loss.. -of: the- good's: shall. not- pass. to the Buyer --until Buyer actually receives and takes possession of the goods at the point or points of delivery.. E: Seller shall not limit or exclude any implied warranties -and any attempt to do so shall render this contract voidable at the option of Buyer. Seller- warrants that the goods furnished- will conform. to the specifications,: drawings- and- descriptions- listed: in- the, bid.. invit=ation; and to. the samples• furnished by Seller, if'anys. Fe;-- Buyer shall. have -thee right to=.cancel for defa.ult.-all. or. any, part. of: the. undelivered. -portion. -of- this. contract if:-SeTier breaches any-of.--the.,.te--rms hereof` including warranties of Seller or -if the Seller becomes ihsolvent. -- or, commits - acts. of -bankruptcy:- Such right of cancellation is in. additions to --and not in, -lieu of any. other r_emedi:es which- Buyer may have- in law- or- in: equity. G. Neither party shall be held responsible for losses resulting if the ful- fillment of any terms or provisions of this contract is delayed or prevented by any cause not within the control of the party whose performance is :interfered` with, and which by the exercise of reasonable diligence -said - party is unable to prevent. A. No right or interest in this contract shall be assigned or delegation of any obligation made by Seller without the written permission of the Buyer. Any attempted assignment or delegation by Seller shall be wholly void and totally ineffective for all purposes unless made in conformity with this paragraph. I. 'This writing is intended by the parties as a final expression of their agreement and it is intended also as a complete and exclusive statement of the terms of their agreement. No course of prior dealings between the ' parties and no usage of trade shall be relevant to supplement or explain any term used in this agreement. RESOLUTION ,1676 - 12/18/80 + Bid 46075 t !� CONTRACT AGREEMENT (EQUIPMENT) THIS AGREEMENT, made and entered into this 18th day of December , 19 80 , by and between The City of Lubbock, Texas acting through its Mayor and City Council thereunto duly authorized so to do, Party of the First Part, and hereinafter call urchaser, and ITT MEYER INDUSTRIES axx of Red Wing, FAXfitsoa , Party of the Second Part, and hereinafter called the Contractor. rrr mnT� c c�mv . THAT WHEREAS, the Purchaser has caused to be prepared, in accordance with law, specifications, plans, and other contract documents for the work herein described, and has approved and adopted said documents, and has caused to be published, in the manner and for the time required byelaw, an advertisement for and in connection with the purchase of 230 KV.Transmission Steel Poles in accordance with the terms of this. Contract; and WHEREAS, the -said Contractor, -in response -to such advertisement, has submitted to the Purchaser, in the manner and at the time specified, a sealed. proposal'in accordance with the terms of said advertisement; and - WHEREAS, the Purchaser, in the manner prescribed by law, has publicly opened, examined, and canvassed the proposals submitted in response to the published invitation therefor, and as a result of such canvass has determined and declared the aforesaid Contractor to be the best bidder for the said work and has duly awarded to the said Contractor a contract therefor, for the sum -or sums named in the Contractor's proposal, a copy thereof being attached to.and made a part of this Contract. NOW THEREFORE, in consideration of_the=compensation to be paid to the . - Contractor sand--of-=the mutual agreements herein .contained, .-the .,Parties -to-=these - presents---have=agreed.and hereby agree, the Purchaser -for itself -and its suc- cessors, and the Contractor for itself, himself, or themselves, or its, his, or - -their successors --and assigns, or its, his, or their executors and administrators, as follows: ARTICLE I. That the Contractor shall (a) furnish all materials, supplies and equipment specified and required to be incorporated in and form a permanent part of the completed work; (b) provide and perform all necessary work;:and, in a good, substantial, and workmanlike manner and in accordance with the -provisions of the General Conditions, and the Instructions to Bidders, (which are attached --hereto and made a part hereof) and in conformity with the Specifications attached hereto; (c) execute -and complete all work included in and covered by the Purchaser's official award of this Contract to the said .Contractor, such award being based on the acceptance by.the Purchaser of the Contractor' -s proposal, or part thereof; as follows: 230 KV Transmission Steel Poles ARTICLE II. That the Purchaser shall pay to the'Contractor for the performance of the work embraced in this Contract, -and the Contractor will s I accept as full compensation vided by the Contract) of I all work coveted by foregoing Article I. A 0 YPISS. Cd,2 �t ) for in the Contract award and designated in the ARTICLE III. The Contractor shall proceed with the work to be performed. under the provisions of this Contract on, or within ten (10) days following, the date of public acceptance of the Contractor's proposal by the Purchaser. Contractor shall not delay the start of the work to be performed under the provisions of this Contract except by written order from the Purchaser. Contractor shall complete said work by May, 1981 IN WITNESS WHEREOF, the Parties hereto have executed this Contract as of day and .year first written. CITY OF LUBBOCK f BY: AJ& - A0, LL MCALISTER, MAYOR ATTEST: Evelyn Gaf ga, City a ary-Treasurer APP RO D AS TO CONTENT: APPROVED AS TO FORM: PARTY OF -THE SECOND PART (CONTRACTOR) BY: Signature of Of icer ATT Stuart T. ROSS Vice President -Technical Director Secretary Title NOTE: This Contract must be signed by the President or Vice President of the Contractor's firm and attested by the Secretary of the firm. If the Contract is to be signed by any person other than the President or Vice President, then a Board Resolution authorizing said person to sign and bind the firm must be included with each -copy of the Contract. December 10, 1980 ITT Meyer Industries Division of ITT Grinnell Corporation P. 0. Box 114, Red Wing, Minnesota 55066 (715) 792-2811 Telex: 29-7472 Lubbock Power and Light Company P. O. Box 2000 Lubbock, TX 79457 Attention: Mr. Joe Graham, Chief Engineer Subject: Lubbock RFQ 6075 Four - 230 kV Structures Meyer Proposal 8498 Dear Mr. Graham: Confirming our phone conversation today, let me clarify the fol- lowing items with regard to our proposal dated December 3, 1980. Preassembled anchor bolts will ship from our factory in March and the structures in May, 1981. In the event of delayed shipments, escalation would be determined with February and April as the base months respectively. Shipment terms as identified in the third paragraph of my cover letter will be modified to be FOB Lubbock, Texas. Unloading would still be the responsibility of others. The development length for the anchor bolts was determined based on a concrete strength of 3500 psi. We are presently looking at the costs of extending one bolt in each quadrant per our phone conversation today from 9' to 16'. The 7.5 kip load for the arm designs uses a 1.0 safety factor in accordance with the overload factors provided in your Technical Specification. This load was incorporated in our design calcula- tions as referenced on Page 15. The reference on Page 2 of the Pricing and Provisions which was an attachment to our cover letter, identifies assembly bolts which would be zinc rich primed, and ASTM A563 nuts which would be gal- vanized. Since the structures are intended to be fabricated from A588 weathering steel, all material will be furnished meeting the requirements of weathering steel properties. Also enclosed is a copy of the Contract Agreement, Pages 4 and 5 of your Specification. Should we be able to assist you in processing this proposal for award, please do not hesitate to contact our offices at the above number. Ve truly yours, cc: Jimmy Jones -McKinley Sales Proposal File R. J. ontambo Manager, Engineered Projects Attachments A December 3, 1980 The City of Lubbock ITT Meyer Industries Division of ITT Grinnell Corporation P. 0. Box 114, Red Wing, Minnesota 55066 1715) 792-2811 Telex: 29-7472 P. 0. Box 2000 Lubbock, TX 79457 Attention: Floyd P. Nesbitt, Purchasing Agent Subject: Lubbock RFQ 6075 Four Steel Transmission Structures Meyer Proposal 8478 Dear Mr. Nesbitt: We are pleased to offer the following proposal in response to your Request for Quotation dated October 31. Our base bid consists of A588 weathering steel structures furnished with preassembled anchor bolt clusters. As an alternate we are furnishing loose anchor bolts with templates for field assembly by others. The pricing reported on the enclosed tabulation is firm for anchor bolt shipments through March and structure shipments through May, 1981. Any delayed shipments would be subject to escalation in accordance with the enclosed Terms and Conditions of Sale with February and April as the base months respectively. Shipment terms will be FOB plant, freight allowed to Lubbock, Texas where unloading will be the responsibility of others. Structures will ship by rail, clustered anchor bolts by rail,and loose anchor bolts in the case of the alternate bid by truck. This transmittal and enclosures constitutes our proposal. Should you have any questions arising from your evaluation of the enclosed, please do not hesitate to contact our offices. Very truly yours, ITT MEYER INDUSTRIES R. J. Montambo Manager, Engineered Projects RJM/tt Enclosures: Lubbock RFQ Form �,.., 5% Bid Bond Engineering Design Calculations Meyer Pricing & Provisions Meyer Terms & Conditions of Sale cc: Jimmy Jones Pneeb"Ing Department CITY OF LUBBOCK P. O. Baur 2WO Lubbock. Tams 79457 Telephones: N O V 0 3 19 R Q 762-6411 Ext. 2165 - 2166 - PAWETING I. T. T. Meyer Industries Att: Roger Montambo P. 0. Box 114 Redwing, Minnesota 55066 L CITY of LUBBOCK REQUEST FOR QUOTATION THIS IS NOT AN ORDER Mailed 10-31-80 7 No 6075 (Number wast appear on ALL correspondence) Closing 4:00 P.M. Dat! 12-9-80 SEE INSTRUCTIONS TO BIDDERS r J ON REVERS Cattlemen: Please quote us on articles listed below. The right is reserved to accept o;= SIDE ! V ar part of your offer. and to accept the offer the City considers the most &duan Alternates acceptable if in the City's opinion the necessary requirements are met Any spans as to quantity to secure a better price are welcome. Each bid must be sealed in a seperate envelope, addressed to Floyd P. Nesbett, Director of Purchasing, City of Lubbock, Box 2000, Lubbock, Texas 79457, and have BID NUMBER and CLOSING DATE MARKED ON OUTSIDE OF ENVELOPE. It shall be the responsibility of each bidder to insure delivery of bids in accordance with said closing date and time. The City of Lubbock, its Agents, Officials and employees shall not be responsible for delay in the receipt of bids submitted by mail ALL BIDS MUST BE QUOTED F.O.B. LUBBOCK. Firm Pricing: A/B 3/81 and Poles 5/81 (firm unless otherwise stated) Terms % 100% Net 30 Day Minimum of 15 days from receipt of merchandise must be allowed on all cash discounts. Shipment will be made from Hager City, Wisconsin For Additional Information, Contact Mr. Joe Graham, ( 806) 762-6411, Ext. 2551 The undersigned hereby offers to furnish and deliver the articles or services as specific at the d terms stated and In strict accordance with the specifications and General Conditions of Bidding on reverse side hereof, all of w ick ode a p oft fer. Date December 3 , 19 80 Signed By on m o ALL MUST BE SIGNED. ' UNSIGNED BIDS WILL BE RETURNED. Man4ger-Engrd . Pro; These colasas to be fined In by firs otinir Iwo. QUANTITY UNIT OCSCRIPTION BRAND UNIT TOTAL DELIVERY NET PRICE 1. 4 Steel Pole Structures per LP&L Spec See Enclosed P icing and #TE -0001-3-103180 Provisions! ADD PARAGRAPH I TO INSTRUCTIONS TO BIDDERS (PAGE 2) I. Bidders are required to submit a cashier's or certified check or bid bond in the amount of 5% of the ........Bid Bond Enclose(. total bid, and the successful bidder shall provide bond in the full amoun of the contract price executed by a Surety Company authorized to do business in the State of Texas. Bids will be received by the Director of Purchasine at room 11M city HAIL until tho Part Am.. ."A F,—. a e. f -A el..... Each bid must be sealed in a seperate envelope, addressed to Floyd P. Nesbett, Director of Purchasing, City of Lubbock, Box 2000, Lubbock, Texas 79457, and have BID NUMBER and CLOSING DATE MARKED ON OUTSIDE OF ENVELOPE. It shall be the responsibility of each bidder to insure delivery of bids in accordance with said closing date and time. The City of Lubbock, its Agents, Officials and employees shall not be responsible for delay in the receipt of bids submitted by mail ALL BIDS MUST BE QUOTED F.O.B. LUBBOCK. Firm Pricing: A/B 3/81 and Poles 5/81 (firm unless otherwise stated) Terms % 100% Net 30 Day Minimum of 15 days from receipt of merchandise must be allowed on all cash discounts. Shipment will be made from Hager City, Wisconsin For Additional Information, Contact Mr. Joe Graham, ( 806) 762-6411, Ext. 2551 The undersigned hereby offers to furnish and deliver the articles or services as specific at the d terms stated and In strict accordance with the specifications and General Conditions of Bidding on reverse side hereof, all of w ick ode a p oft fer. Date December 3 , 19 80 Signed By on m o ALL MUST BE SIGNED. ' UNSIGNED BIDS WILL BE RETURNED. Man4ger-Engrd . Pro; SEABOARD SURETY COMPANY HOME OFFICE: NEW YORK. N. Y. PROPOSAL BOND ' r Know nU An bg t4to f rands: THAT WE, ITT MEYER INDUSTRIES, A DIVISION OF ITT GRINNELL CORPORATION RED WING, MINNESOTA as principal, and SEABOARD SURETY COMPANY a corporation under the laws of the State � Of New York, having its principal place of business in the City of New York, New York, as surety, are held and firmly bound unto CITY OF LUBBOCK, TEXAS as obligee, in the num of FIVE PERCENT (5%) OF AMOUNT BID DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors,. administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed and dated this 9TH day of DECEMBER 19 80. WHEREAS, the said principal is herewith submitting its proposal for RFQ NO. 6075 FOUR STEEL STRUCTURES THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the required number of days after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the surety's liability exceed the penal sum hereof. ITT MEYER INDUSTRIES, A DIVISION OF ITT GRTN_LNELL C-OPP 1ReTON _ Principal Geor a I. Roberts, Vice President- irector of Marketing SEABOARD,. E ANY By Form 136 ttorney in Fact R. L. DOMLER ACKNOWLEDGMENT OF PRINCIPAL For Individual or Cc -Partnership STATE OF MINNESOTA, 8s. COUNTY OF On this day o i 19--, came before me personally to me well known to be the same person who executed the foregoing bond, and each severally acknowledged the same to be his own free act and deed. .1' Notary Public, County, Minn. My commission expires SURETY ACKNOWLEDGMENT STATE OF MINNESOTA, es. COUNTY OF DAKOTA On this 9TH day of DECEMBER , 19--U—, before me 0—A R. L. DOMLE R to me personally known, who, being duly sworn, did say that he is the Attorney-in-fact of the SEABOARD SURETY COMPANY that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said R. L. DOMLER acknowledged said instrument to be the free act and deed of said corporation. MARAAAAA&AAAAnAMA 4&AA"AAAAAA&AA&A A JOAN K. LEHMANN No Public ] Count Minn. a ' `,ic#. NOTARY PUBLIC - MINNESOTA � 3'. "Y DAKOTA COUNTY Dakota `'..- My Commission Expires Oct. 2, 1987 x�rr�rr��r�rr�vv�rvrrr�nrv�r My commission expires ACKNOWLEDGMENT OF PRINCIPAL STATE OF Minnesota For Corporation as. COUNTY OF Goodhue On this 9TH day of DECEMBER _,19 80 , before me personally came George I. Roberts to me known, who, being by me duly sworn, did depose and say; that he resides in Red Wing, Minnesota that he is the Vice President -Director of Marketing of the ITT MEYER INDUSTRIES, A DIVISION OF ITT GRINNELL CORPORATION the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it wat`'so _affixed by *order of the Board of Directors of said corporation, .and that he sigped his nam tharet4 by dike order. Notary Public ' s iCtonji m !t`r3Ti4iF'iF�$Cw#C,'—CC34II4t41 �n tgy roh'ill j*sjcx rxFiRFs sFrx, 1kYs % My commission expires Form A P-7 . Certified Copy1;A13(1,1I2I7 No. 8964 Nt:w YonK, NF.iv Yojtl. POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: Th,tt SE.,%lt0ARI) SURETY COMPANY, a corporation of the State of New York, has made, constituted and appointed and by these presents dues make, constitute and appoint Litton E.S. Field or R. L. Domler or F. E. Launstein or Howard R. Bryden or Oke O. P?artinson --------------------------------------------------------------------------------- of St. Paul, Minnesota its true and lawful Attorney -in -Fact, to make, execute and deliver on its behalf insurance policies, surety bonds, und,,. takings and other instruments of similar nature as follows: 11ithout Limitations. Such insurance policies, surety bonds, undertakings and instruments for said purposes, when duly executed by the aforesaid Attorney -in -Fact, shall be binding upon the said Company as fully and to the same extent as if signed by the duly authorized officers of the Company and sealed with its corporate seal; and all the acts of said Attorney -in Fact, pursuant to the authority hereby given, are hereby ratified and confirmed. This appointment is made pursuant to the following By-La«•s which were duly adopted by the Board of Directors of the said Com- pany on December 8th, 1927, with Amendments to and including April 6, 1978 and are still in full force and effect: ARTICLE VII, SECTION 1: "Policies, bonds, recognizances, stipulations, consents of surety, underwriting undertakings and instruments relating thereto. Insurance policies, bonds, recognizances, stipulations, consents of surety and underwriting undertakings of the Company, and releases, agreements ar. other writings relating in any way thereto or to any claim or loss thereunder, shall be signed in the name and on behalf of the Company (a) by the Chairman of the Board, the President, a Vice President or a Resident Vice President and by the Secretary, an Assistant Secretary, a Resident Secretary or a Resident Assistant Secretary; or (b) by an Attorney -in -Fact for the Company appointed and authorized by the Chair- man of the Board, the President or a Vice President to make such signature; or (c) by such other officers or representatives as the Board may from time to time determine. The seal of the Company shall if appropriate be affixed thereto by any such officer, Attorney -in -Fact or representative." IN WITNESS WHEREOF, SEABOARD SURETY COMPANY has caused these presents to be signed by one of its Vice - Presidents, and its corporate seal to be hereunto affixed and duly attested by one of its Assistant Secretaries, this ....9th,,,,.,,.,,, day of .......... Ju lY................................ 19AQ... Attest: SEABOARD SURETY COMPANY, (Seal) ..,...,.Anita J. Leonard By R. T. Gundersen ..................................................................................................................................................... Assistant Secretary Vice -President STATE OF NEW YORK COUNTY OF NEW YORK � ss.: Onthis .....9.th................... day of ........................................... Jq!Y......................................, 19...8 0...., before me personally appeared ....................... RA .... T... ... G>aashe.r.yen........................................................ a Vice -President of SEABOARD SURETY COiiPANY. with whom I am personally acquainted, who, being by me duly sworn, said that he resides in the State of ..... NeW...YQrk............ : that he is a Vice -President of SEABOARD SURETY COMPANY, the corporation described in and which executed the fore- going instrument; that he knows the corporate seal of the said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto as Vice - President of said Company by like authority. State of New York No. OlQU8468870 Qualified in Richmond County Cert. filed in New York County (Seal) Commission Expires March 30, 1982,,,„•...Margaret... 1!.._..puinlan Notary Public CERTIFICATE I, the undersigned Assistant Secretary of SEABOARD SURETY CO\tPANY do hereby certify that the original Power of Attornev of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this Certificate and I do further certify that the Vice Presided who executed the said Power of Attorney was one of the Officers authorized by the Board of Directors to appoint an attorney-in-fact as provided i -,-.Article VII. Section 1, of the Py -Laws, of SFAJ3O.\RD SURRTY COMPANY. This Certificate may he signed and sealed by facsimile under and by authority of the following resolution of the Board of Directors of SEA- BOARD SURETY CO\1PANY at it meeting duly called and held on the 28th clay of June 1978. "RESOLVED: (2) That the use of a printed facsimile of the corporate sea of the company and of the signature of an Assistant SecretarN on any certification of the correctness of a copy of an instrument executed by the President or a Vice -President pursuant to Article \'II, Semi, 1, of the By -Laws appointing and authorizing an attorney-in-fact to sign in the nanie and on behalf of the company surety bonds, underwritir.z undertakings or other instruments clescribed in said Article \'II, Section 1, with like effect as if such seal and such signature had been manual]} affixed and made, hereby is authorized and approved.” 'IN WITNESS WHEREOF. I have hereunto set my hand and affixed the corporate seal of the Company to these presents this 9TH ......................day of .............. DE CEM.E .R. .................................... 198 ........................ ..• •.,CDs :0 '�^ :. sistant Secreta! Fm; 1927 V S ytY 4 ,'�E OFA ��.► Lubbock P & L RFQ #6075 230 KV Tap Steel Poles Meyer Proposal 8498 December 3, 1980 PRICING AND PROVISIONS I. Base Bid - A588 Poles with Preassembled Anchor Bolt Clusters Pole 1,997 A/B A/B Pole Pole Total Number Ht. Weight Price Weight Price Price Each 1 110' 1,997 $ 2,064 19,730 $ 19,250 $ 21,314 9 96' 2,406 2,486 17,270 18,704 21,190 10 96' 2,406 2,486 17,270 18,704 21,190 26 93' 3,403 3,517 20,362 18,713 22,230 4 POLE TOTAL: $ 85,924 II. Alternate Bid - A588 Poles with bundled loose anchor bolts and a z" top template and 3/8" bottom template per design. 1 110' 1,997 $ 1,733 9 96' 2,406 2,088 10 96' 2,406 2,088 26 93' 3,403 2,953 19,730 $ 19,250 $ 20,983 17,270 18,704 20,792 17,270 18,704 20,792 20,362 18,713 21,666 4 POLE TOTAL: $ 84,233 Structure No. 1 is designed using a poly -12 elliptical cross-section configuration. The balance of the structures, 9, 10, and 26 are 12 - sided round. Since an overload factor of 1.0 was used for the high wind case, the NESC medium case with its NESC overload factor negated the high wind case in all situations. The controlling case for the H -frame leg design was the differential ice case. The modified NESC loads were used on one side of the structure, and the everyday tensions with bare conductors with 6 pounds of wind on the other side were used for design purposes. This was okayed by your S' �i,, Engineering Department. W 000', Pricing and Provisions Page 2 Further conversations with your Engineering Department determined that a 7.5 kip load for arm designs was acceptable. No information was pro- vided for a stringing case, and therefore was not considered in the design of the structures. The assembly bolts will meet the requirements of ASTM A354 Grade BC, and will be -zinc rich primed. Nuts on the other hand will meet the requirements of A563 and will be galvanized. The basis of our proposal is to furnish 4 structures in accordance with the enclosed pricing tabulation. In the event any structure is eliminated from this tabulation, we reserve the right to reprice based on the impact of freight which is distributed evenly throughout the anchor bolts and pole pricing. Your terms set forth in the Purchase Specification shall apply super- seding your General Conditions of Bidding. Furthermore, the conditions set forth in the Purchase Specification and our proposal will super- sede your Standard Purchase Terms and Conditions. Referencing your General Conditions, we request that the last sentence in paragraph B be deleted. Any non -conforming material will be re- placed or repaired in accordance with paragraph 13 of the enclosed Terms and Conditions of Sale. Section E, F, and I referencing war- ranties, cancellation and losses will be superseded by the respective paragraphs in the enclosed Terms and Conditions of Sale. Referencing your Design Specification, we again request that paragraph P be superseded by the enclosed Terms and Conditions of Sale regarding repair or replacement of material not meeting the intent of the speci- fication. Paragraph Q of your Design Specification will be deleted and superseded with the above. R. Montambo, Manager -Engineered Projects ITT MEYER INDUSTRIES December.3, 1980 (1) (2) (3) (4) (5) (a) (7) Meyer Proposal 8498 ITT MEYER INDUSTRIES Lubbock RFQ #6075 DIVISION OF ITT GRINNELL CORPORATION TERMS AND CONDITIONS OF SALE SHUNT, TITLE. RISK OF LOSS ALL prices are P.O. B. Meyer facility, freight prepaid and added unless otherwise specified. Title/Rtsk of loss will pass to the buyer when delivered to common carrier. shipment to subject to Article e. "Delays". When shipments are triads P. O. B. destination. itwill be thoresponsibility of the Buyer to immediately notify Meyer or note all shipping damage on the shipping documents prior to receiving the goods. Failure tc comply with this requirement Will absolvo Moyer from shipping damage Claims. PAYMENT TERMS Paymentterms arenetthirty (90) days alter date otinvoiae aeoompaniedby a bill Of lading, unless otherwise specifically agreed to in writing. These terms shall &PPll'to p'rUsl as well as complete shipmentsof Product Meyerwill be allowed to issue invoices for Products which are ready. but cannot be shipped due to causes beyond the control of Meyer. Meyer reserves the right to add a reasonable Charge for overdue payments. STORAGE CHARGES uBuyer is unable to accept Products in accordance with *0 shipment schedulss. Meyer may store the Products. Costs of storage. including insurance. shall be borne by the Buyer. Invoices for the Product will bt issued at the time the Product to put into storage. PRICE ADJUSTMENT Price adjustment will be made in accordance with indexes published by the U. S. Bureau of Labor Statistics baud on: Materiel (Soo of Arial ...Sit Care 1011 Stat Will rreeucts Laoer (IOS of Ma .......Ste tear 3"3 r,enated place turf (seller tlwss► fetor (toe of arta) . Priceadjuetauo too ialsadl.aporaxfbasadUpon Indexes ineffect for the month of A )� (•s N F1 I mac`[ �] -be") and shall be adjusted using the index which is published for the calendar month prior to the month of shipment as follows: Final index -Base Index Baas Index X Sailing Price X % of Content s AdjusttnsuL Adjustments will be invoiced at timeof shipment If the index for the month prior to shipment is not available. the most Current index will be used mad invoices revised when the final index is published. BACKCHARGESIRETURNS No withholdingof funds, beckchwees. returns. or credits against amounts other• wise due Meyer will be permitted unless agreed In In writing. CANCELLATION Cancellation charges will be baud on the Cost of material ordered or on hand. and the amount of engineering and other work performed, plus profit CHANGES in the oventof msturlal shortages. Meyer reserves the right after notification to Buyer. to incorporate design changes and material substitutions not necessarily contained in the Mayer proposal. Should alternate design approaches be neces. sary. Meyer assures that all structural requirements will be mat and material quality will be equivalent to that originally specified. Changes made by the Buyer atter drawing approval will be priced as follows: a) Drafting Charge A mimimumotel00 for changes todetails whichdo not involvestructure redesign or drawing resubmittal e. g. change in dole dimensions. paint specification. markings, etc. b) Engineering Charge A minimum of OW for changes which require the structure to be redesigned or new approval drawings to be submitted a. s. new bads. change clearances. ow— e) Material/Labor/Profit Charges In addition to (a) and (b) above. changes which affect the product physically e. C. additional pole height greater or smaller diameter requirements. addition of lifting vans$ etc.. shall be priced on the basis of material and labor requirements, plus profit (8) DELAYS Mayer shall not be liable for delay if due to shortages of fuel or energy, acts or omissions of the Buyer. wto of Ood, war. labor difficulties, accident inability to reasonably obtain materials, acts of transportation companies. or other causes beyond the eontrolot Meyer. In the event of such delays. Mayer reserves the right to make adjustments in price and shipment schedules. Price adjustments will be determined by BLS indexes and t. C. C. rate changes for freight unless otherwise agreed to. . (Y) PATENT INDEMNIFICATION Meyer will indemalfy Buyer against all costs (except incidental. special and oonsequsatial) and legal expenses for infringement of any V. S. Letters Patent caused by the Product manufactured and delivered hereunder, provided the Buyer gives prompt notice and offers Meyer reasonable assistance in thedefense of such action. It the use of the Product is enjoined. Meyer shall either. a) Procure the right of continued use. b) Replace Product with and that doe* not infringe. c) Modify the Product to make it non-iatringing. d) Remove the Product and rotund the purchase price. The foregoing shall not apply it the Product was designed by the Buyer or if the Product Infringes due to modification or use with another non -Meyer product (10) TAXES In addition to the price stated, the amount of any present or future sales, use. exctee Or other similar tax applicable to the producuoiL sale. use or transporta- tion of the Products shall be paid by the Buyer. In lieu of paying such taxes to Meyer. Buyer may furnish Meyer a Tax Ezomption Certificate or Certificates acceptable to appropriate taxingauthorieies u any time prior to the shipment of the Products. (11) ASSIGNMENT Aseigament is not permitted. (12) GOVERNING LAW Now York Stats laws shall govern. OM WARRANTY AND LIMITATION OF LIABILITY Meyer warrants for one (1) year that all Products (a) are designed in BASED UPON WARRANTY, CONTRACT NEGLIGENCE OR STRICT accordance with generally accepted engineeringpractice, (b) will with- LIABILITY. stand destruction test loads to the extent of the calculated loads of yield stress the Products are designed to withstand. (c) will be fabricated in TIM WARRANTY AND LIMITS OF LIABILITY CONTAINED HERE - accordance with drawings furnished by Mayer and approved by IN ARE IN LIEU OF ALL OTHER WARRANTIES AND LIAT MI_ TIES. EXPRESSED OR IMPLIED. ALL IMPLIED WARRANTIES Buyer, and (d) are free from defects in materials and workmanship. OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR Meyer's liability for any breach of this warranty shall be limited PURPOSE ARE HEREBY DISCLAIMED BY MEYER AND EX - solely to replacement or repair, at the sole option of Meyer, at the C'UDED FROM THIS WARRANTY. FURTHER, METER DOES NOT original delivery point, of any defective part or parts, during a period of one (1) year trom the date of shipment, provided the Product is WARRANT THAT THIS PRODUCT COMPLIES WITH LOCAL. MUNICIPAX" STATE OR FEDERAL CODES, IF ANY, THE BUYER properly installed and is being used as originally intended. ALONE IS RESPONSIBLE FOR KNOWLEDGE OF AND COM- IT IS E33MESSLT AGREED THAT THIS SHALL BE THE SOLE PLIANCE WITH ANY SUCH CODES. AND EXCLUSIVE REMEDY OF THE BUYER. UNDER NO CIR- CUMSTANCES SHALL METER BE LIABLE FOR ANY COSTS. Meyer neither assumes nor authorizes any person to assume.for it any ether obligation in connection with the sale of the Product This war- �✓'*, LOSS, EXPENSE, DAMAGES, SPECIAL DAMAGES, INCIDENTAL ranty sh&U not apply to any Productor parts of Product which (a) have been f DAMAGES OR CONSEQUENTIAL DAMAGES ARISING DIRECTLY repaired or altered outside of Meyees facilities: or (b) have been subjected to misuse, negligence or accident; or (c) have been used in OR INDIRECTLY FROM THE USE OF THE PRODUCTS, WHETHER any manner contrary to Meyoes instructions. IN NO EVENT WILL METER BE RESPONSIBLE FOR SPECIAL DAMAGES, INCIDENTAL DAMAGES, OR CONSEQUEN. TIAL DAMAGES ARISING UNDER ANY PROVISION OF THIS AGREEMENT. Form W7-t1/7s-i ITT MEYER INDUS r S IS AN EQUAL OPPORTUNITY EMPLOYER r STATEMENT OF TERMS AND INTENT To enable the reader of these specifications to gain the best understanding of the intent of the contents herein, the following definitions will apply: 1. OWNER OR PURCHASER i Lubbock Power & Light P.O. Box 2000 Lubbock, Texas 79408 2. ENGINEER i Lubbock Power & Light P.O. Box 2000 Lubbock, Texas 79408 3. WILL, MUST, OR SHALL are always used herein in the imperative sense - — 4.-- SUPPLIER OR MANUFACTURER: one who bids and is -.-s ubsequently.awarded a contract I to deliver specified material and/or services. i y DESIGN SPECIFICATIONS FOR FABRICATION AND DELIVERY i - j OF !�^ STEEL POLE STRUCTURES FOR 230 KV TRANSMISSION LINE A. General Requirements The design, fabrication, workmanship, finish, packaging and shipping methods shall conform to the latest and most acceptable practices within the tubular steel pole industry. These specifications describe the principal components for the fabrication of the tubular steel poles, as shown on the accompanying drawings. The required loadings for each type steel pole are shown thereon, and the over- load factors as.prescribed by the Seventh Edition of the National Electric Safety Code shall apply, f Each structure has been assigned a size, type, height, and number. This line will be composed of single circuit structures - - Any reference to standard specifications in this specification or in the supplier's proposal shall be to the latest revision of such -specifications with abbreviations as listed below. AIS -C American Institute of Steel Construction -ASTM American Society of Testing and Materials j ANSI - American. National Standards Institute ' AWS - American Welding Society ASME - American Society of Mechanical Engineers ASCE - American Society of Civil Engineers NESC - National Electrical Safety Code NEMA — National Electrical Manufacturers Association ACI - American Concrete Institute SSPC - Steel Structures Painting Council B. Special Conditions 1. 'The steel supplied for'the fabrication of these structures shall be ,.., of sufficient strength to carry the required loadings and the overload factors. The loadings are shown on the various structure drawings and Con't- -7- B. Special Conditions -Cont- were determined from the following considerations: a. Loading Zone Modified medium loading conditions as prescribed by the Seventh , Edition of the National Electric Safety Code have been used as the basis for the conductor design calculations. b. Wind and Ice Loading Steel Structure strength calculations are to be based on an initial tension for a wind load of 6 lb/sq. ft. on the conductor and overhead ground wire, loaded with 4" of radial ice at 15° F., and other loading conditions as herein expressed. C. Overhead -Ground Wire (Design Tension) (1) 3/8" high strength steel 3945# F . d. Conductor (Design Tension) (1) 795 MCM ACSR, 26/7 10,500# Everyday Loading -(600 f: ,=-10 -mph wind speed or._ -.25 pound pressure) i (0 795 MCM ACSR, 26/7 6052# - U)_ 3/8" H.S.S. 2116# - - 2. ,All -structures are to have a base plate welded -to the main shaft/shafts and are to include pre -assembled bolt cages with bolted on template which is permanently identified. ' 3. The pole height shown on the drawings is measured from the bottom of the base plate to the pole top. C. Physical Requirements 1. Material a. All material used in the structures shall have a minimum yield f strength equal to or greater than the value used in the design _., calculations. 4 b. All primary structural plate material will be supplied to ASTM A6-78, "General Requirements for Delivery of Rolled Steel Plates, -8- A C. Physical Requirements-Con't- Shapes, Sheet Piling and Bars for Structural Use: unless herein modified. C. Rolled shapes and plate shall comply with ASTM A588 -77A, modified to provide a minimum yield strength of 60 ksi. Special steel to specification other than the above, if proposed by the manufacturer, shall be quoted with specific reference to the appropriate specification. Substitutions are not to be made under any circumstances without approval from the Engineer. All steel is to be of domestic manufacture. d. All manufacturers of multi -sided poles must -use 60 ksi steel or higher for all base plate, -arm plate, pole shaft plate,.arm,and pole vangs assembly. Steel with higher strength may be supplied ---with the engineer's approval. Weathering steel is mandatory. e. The same strength steel (ksi rating) shall be used throughout an entire pole shaft section- (This is not meant to include.base _ plates.) -f;:--Ail steel used shall meet a Charpy "V" notch -value of 15 ft -pounds at -200 F. This. --testing shall be carried out in accordance with ASTM -A370. The location of --the test sample will be as prescribed in ASTM A673-77. For subsized specimens, the dimensions and values to be used shall be in accordance with ASTM A673-77. Test results are to submitted to the Engineer as soon after fabrication as results are available and the manufacturer will indicate what structures were constructed from either the heat lot or mill plate so tested. g. The thickness of any member shall be not less than 3/16" (or 0.1875). Con't- -9- C. Physical Requirements -Con't- Material used in anchor bolts shall conform to ASTM A615-78 ` �► modified "Standard Specification for Deformed Billet Steel Bars for Concrete Reinforcement", with a minimum yield strength of`75 ksi. Reinforcing bars shall be normalized holding at temperature long enough to ensure uniform heat distribution throughout its mass, and then cooling in still air in a uniform manner. Material shall have a corrosion resistance at least four times that of carbon steel. The thread area plus 6 inches of the bolts shall be hot dipped galvanized according to ASTM A123-78, or metallized according to AWS C2.2-67T. Formed polygon tubular members for which the compressive stress P/A + Mc/I on-the-extreme fiber equals the yield stress Fy should _ be proportioned so that: - w/t 240/iFy -- where w is the flat width on a side and t is its thickness. In-determining w,-the actual inside bend radius should be used unless it exceeds 4t, in which case it should be taken equal to 4t. The values of w/t.above may be.exceed if the compress-ive stress - r '-P/A + -Mc/ l on the - extreme fiber does not exceed the -value Fa -g i-ven - y fa= 1.45 F (1 - 0.00129 Y t where 240 w 385 t y y Fa 108,000 where 385 w .. (w/t)2 t For round cross sections and regular polygonal cross sections with 16 or more sides, the minimum thickness of the pole wall shall be .determined in accordance with ASCE 2.2.8.4. h. All bolts shall conform to ASTM A354 Grade BC, Bolt material shall have corrosion and atmospheric resistant properties comparable to ASTM A588-77A. Bolts shall be hot dip galvanized. Cont- . �•,"' -10- � I C. Physical Requirements -Con't- t Nuts shall conform to ASTM A194-78 Grade 2 hot dip galvanized and tapped .020 in. oversize for pitch and major diameter only. I. The bidders shall indicate the material used in each part of the structure and the specification covering the material. D. Design Requirements and Considerations 1. Loads Upon Supporting Structures In establishing the maximum loads upon the supporting structures, several loading condittons are considered. Case I is a modified medium NESC loading requirement which includes a 6 pound wind on 0 -radial ice at 15 -F. - Case II Is a high.wind loading condition of 16 pounds on bare conductor at -600 F. The structures are to be capable of supporting the maximum loading combinations for the various situations, whichever is greatest. Certain other conditions are imposed which are to be included in the designs and may require additional .strength for certain components of the structures, such - as.-di-fferential ice loads and broken conductor. The poles --shall be-destgned to withstand one broken conductor (that con2uctor.",attached farthest from the ground U nenot the overhead ground wire).- The -arms and brackets in any phase position are to be designed to withstand a broken conductor as per the--specific-require- ments of paragraphs D.l.e.4. a. Vertical Loads - The vertical loads on.supporting structures and foundations are to be their own weight plus the super -imposed weight which they support,. -including all wires, ice coated as specified. The radial thickness of ice in inches on wires for modified medium loading conditions is .25". The weight of ice is to be based on 57 pounds per cubic foot. The weight of ice upon supports can be ignored. -Con't- -11- D. Des ign;Requirements and Considerations -Cont- Vertical loads in excess of those specified above may be produced on the structure during construction or maintenance. Construction loads should be considered in establishing the final designs.. The arms are to be capable of sustaining a minimum additional , vertical load of a 250 pound man in the ice loaded condition plus a single span of bare conductor and a longitudinal load of 7500. pounds without permanent deformation. b. Transverse Loads - The transverse loads on supporting structures and foundations should be determined from the following conditions: NESC Loads - Transverse loads for the modified medium loading conditions are -to be determined in accordance with the Seventh Ed3.t3 on - o.f the NESC Wind Loads,. --Wind: speeds are. to; be. based' on conditions. known. tom. exis-t_ in the Lubbock area and, from the National Summary, of cl'ima-- '' tological data for the Lubbck weather reporting station. The t-ransverse loads are to. be determined. using constant wind, pressure as per equat=ion (1) Wind.= -pressure on -surfaces are to be determined- f:rom:: s P—= 0.00256V2. C. M In which P equals the pressure on -the -projected area, in pounds per square foot, V equals the design wind -velocity, including gusts for wind on structure, in miles per hour and CD. equals the drag coefficient. CD is to be taken as 1.0 for wires and 1.6 for flat surfaces. The effective span for determining the wind on wires is equal to one-half the sum of the adjacent spans between supporting structures. c. Loads Due to Line Angles - Where a change in direction of wires occurs, the transverse load upon the supporting structures is the resultant load equal to the vector sum of the transverse wind load and the resultant load imposed by the wires due to -Con't- -12- D. Design Requirements and Considerations -Con't- their change in direction. In obtaining these loadings, a wind direction is to be used which gives the maximum resultant load," proper reduction being made in loading to reflect the reduced wind pressure on the wires resulting from the angularity of the application of the wind to the wires. d. Wind on Structure Without Wires - All structures are to have sufficient strength, before stringing, to withstand the wind velocity specified under Wind Loading (in this case 6 pounds, multiplied by a gust factor of 1.3). The structure shall be capable of withstanding this load from any direction. e. Longitudinal Loads 1 --Dead-findsThe longitudinal--loads upon supporting structures, at dead-ends for line terminations are to be determined as ' -the-pull equal to-the longitudinal component of tensions of all wires under modified medium loading conditions. 2. Unbalanced Loads - Where longitudinal loads can-.be created by the .difference in tensions in-the-wires-in adjacent spans ----caused by unequal vertical loading or by unbalanced ice loads in adjacent spans, the structures-are to be capable - . -_ _,::_--of--support i ng this longitudinal load j-ng . 3. Stringing and ConstructionLoads -Proper allowance is to be considered for longitudinal loads which may be produced i on the structures by wire stringing operations and construction. Techniques will be adopted which will minimize these effects. �. Con't- r j4. Broken Conductor Considerations - In addition to the longitddinal loads already given for the various cases, the following y procedure will be required so the purchaser can be assured that no permanent deflection will occur on structural components including the pole shafts, no damage will be acceptable, , in the case of a broken conductor during conditions of low temperatures and/or wind and ice. The bidder will be required to calculate the static load that can be applied in a longitudinal manner to the structure, at the worst possible conductor position, after a conductor phase break has occurred, and further to provide evidence that the structure components supporting the unbalanced load will be capable-of'withstandi-ng the load within the elastic limits for the materials used in the design, without an overload factor consideration These calculations may take 1-nto consideration the remaiain.g.intact phases and overhead ground wire and the resistance to deflections and movement offered by these restraints. Any support arm deflection and any longitudinal- di.splacement of the support which would further -reduce the tension -such as rotational or longitudinal. shaft displacement, are to be included in these considerations. -These calculations and considerations are required ,with the bid. The arm must be`capabie -of supporting-`" a load of a 0 east 10.E kips plus applicable safety.facto r withouterma p Hent deformation (with restraint from intact wires assumed). if the results of this consideration show that the longitudinal capability of the structure shaft .is incapable of sustaining this load without damage or failure, the -shaft shall be redesigned to do so. Support arms or components designed in conformance with other loading requirements of this specifi- cation, if the results of this consideration indicate, shall also be increased in size, weight or strength in order to perform as required under this loading situation. All other constraints, such as those of paragraph K.2., relating arm strengths to shaft strength shail apply -to the final designs. Con't- -14- s _ r 4. Broken Conductor Considerations -Cont- t A statement to the fact that the shaft, arms and other components, will perform as required, is required with the proposal along t with the calculations verifying the statement. To assist' the bidder in determining the correct value of the longitudinal load, the following information is provided: a. Conductor tension under the conditions most probable for broken conductor at the instant immediately prior to the break: " ice, 6# wind, 150 F. Tension = 10,500 pounds b. Span length: varies as shown in structure loading c. Sag: 12.5 feet It is anticipated that the manufacturer will use this information to determine the new conductor tension values after -deflections and desplacements have occurred and also provide that calculation with Ms bid. Strength Summary of. Design-Cxlte-raa A. Design arm and connection for the 7.5 kips longitudinal loading noted in Section D.1.a. B. Design arm and connection for a broken wire load based on the maximum tension of 10.5 kips plus applicable safety factor with restraint from intact wires assumed. C. The manufacturer will design the applicable structures on the "worst possible combination of cases" criteria. s -15- 1 1 1 1 ' D. Design. Requirements and Considerations -Con't- t 2. Simultaneous Application of Loads - The vertical, transverse, and " -longitudinal loadings previously specified relate to loadings on the `. wires and structures. The vertical, transverse and longitudinal load components on the supporting structures are to be considered as acting simultaneously. 3. Overload Factors.- In order to arrive at the maximum design loads or ultimate loads, the loads specified are to be multiplied by an appropriate overload factor. The resulting loads are to be used by the manufacturer with the design information presented in Section 2.0 of ASCE Design of Steel Transmission Pole Structures., Table 1 shows the overload factors for each loading condition which are to be used. ( 4. Deflections --a. General - Transmission structures constructed of steel.poles are -to be analyzed for deflection to provide -adequate strength requirements. The large deflections usually resulting from horizontal loads cause additional stress due to the vertical loads being applied in the final deflected position. This additional stress is to be considered in the simultaneous application of loads. = b. -Appearance - At line angl-es--or deadends., the constant load in one N direction will cause the structure to bow and appear out of plumb; -.----:Cambering of the poles so they -will appear straight and plumb will be required. -- c. Other Considerations - Restraint may be offered to the structures by the intact wires. Where calculations properly reflect the structure deflection in conjuction with the change in wire spans and tensions, such --restraint may be taken into account. If these considerations are used in the design, statements of assumed conditions and calculations both are to be included with the designs. -Con't- Pte' -16- i i D. Design Requirements and Considerations -Coni- S ' On pole type self-supporting structures, the deflection of the structure.may provide a tension reduction in the wires. These -factors willbe included in any unbalanced loading condition consideration. TABLE 1 OVERLOAD FACTORS Type of Load Overload Factor ' Transverse 1.00 Wind Loads No Ice Transverse Wind Loads, NESC: 2.50* Modified Medium Loading Vertical Loads, NESC; 1.50* -Modified Medium Loading --_ Other Vertical Loads 1.50 1 Vertical'"Construction or Maintenance Loads "" • 1.50'°' =' Transverse. Loads Caused by Angular Tension in Wires Uncer NESC; 1.65* Modified Medium Loading Wind on Structures Without Wires 1:.00 - Longitudinal Loads at Dead -Ends _ 1.65* Longitudinal Loads Caused by Ice 1.65* Unbalance Longitudinal Loads*Caused by Broken Wire 1.00 (See paragraph D.l.e.4.) Longitudinal -Loads Caused by Stringing or Construction 1.50- -Cont- -17- TABLE 1 OVERLOAD FACTORS-Con't- Overload :Factor TYPe of Load ` Simultaneous Application of Vertical Transverse and 1.10 Longitudinal Loads Caused by Other Ultimate Loading Considered for Design - NESC Overload Factors All Transverse Wind Loads refer to wire loads and wind on structure unless otherwise specified. - 5 [Yes Nn Gal=culati"ons and Data. E The design calculations -shall be the-responsiblity of the-suppli-er in accordance with the guidelines set forth above.- The design calculations and data shallbe submitted to the purchaser with the quotations and shall t ii incl udes. - 1 a. -General -dimensions of all- structuraT components, and' anchor -bol s:.. - :b. -The-tot.aj-actual moments-, moment of i.nert_ia furn.i-shed',. and -the vd for -polygonal cross sections at_-al.l splices'and a:t-least-every 20`feet- along the pole. i c. Secondary Bending - The poles shall be designed to resist, in addition 4 ito all other loads and their appropriate overloads, the effect of. - deflections on all vertical loads including the dead load of the pole. d. Structure and anchor bolt weight. e. -Torsional stresses on structure leg membersi including shear forces. -Con't- i 6. Final Design Calculations ; Final design calculations shall be submitted to the purchaser before, fabrication commences, and shall include, in addition to the previously mentioned items: a. The total actual moments, moment of inertia, and stress at the connections of the arms. b. Computations of stresses in base plates, connections, attachments. and anchor bolts. c. Maximum deflection at top of the structure and all load points for specified loading cases. E. Fabrication 1. Fabrication -shall be in accordance with RISC specifications and shall be -equal --to the best -shop practice of modern steel pole fabricating shops. One piece poles are mandatory. The longitudinal welds of the female ends of slip joints,if any, - �.. shall be 100% full penetration welds to a point 1'-0" outside each end of the jointed section after the joint is -completed. 2 . ' We Td1 ng a. `Desi n of all joints or seams and all welding - _ 9 J g procedures shall- .,be hall _.,be in ,accordance -with Structurai: Welding -.Code AWS Dl.1-79, in- .,.,. a .._,. cluding the latest addenda. b.- Welders shall be qualified in accordance with AWS D1.1, latest revision. c. Circumferential welds shall be 100% full penetration welds with the exception of the base plate. Partial penetration groove welds in compression normal to the throat shall be designed for the same stresses as the base metal. Partial penetration groove welds in shear or in tension normal to the throat, and all fillet welds shall -Con't- . f -19- E. Fabrication -Cont- f : ••, be equal to the corresponding stress for the base metal. Ultrasonic or radiographic testing methods shall be employed 100% in areas of all complete joint penetration. Certified inspection reports will be made available when requested by the Engineer. 3. Provisions for climbing, such as climbing ladder clips for attaching a climbing device, will be included on all poles as shown on the attached drawings. Working ladder clips shall also be provided as shown on the detailed drawings for each structure. LP&L has ladders available and will not require additional ladders. 4. One piece poles are marrdatory. 5. Anchor bolts are to have 2 -hex nuts for each bolt The: embedded: - Length shall be determined by the supplier fromthedes-ign load. - The thread area plus 6 inches of the.bolts and the nuts shall be hot dipped galvanized. Anchor cages will be designed assuming an ultimate bond stress -far 35.00 psi. cont rete . (fc' ) as specified i n• the -American -Concrete- Institute Bu IdVng- Code --(AC 1 318-77)1.. Ftntsh, ' 1'. -Qua]ity-control- and man-ufacturing tolerances shall be such as.- to s to minimize problems encountered during field assembly of the finished product. Z. The steel used will be -modified -ASTM A588 "weathering steel-" from a reliable supplier. 3. All drilling shall conform to the following: a. Bolt holes are to be drilled, not punched. -Con't- -20- F. Quality,and Finish -Con't- b. The finished diameter of the bolt hole shall be 1/8 inch larger than the nominal bolt diameter except for anchor bolt holes in; the base plate covered later in this specification. c. All drilling shall be done with sharp drills. Finished edges shall be clean cut and free from burrs and chips. d. All holes shall be cylindrical and perpendicular to the principal surface. e. Plugging and welding miss -drilled holes will not be allowed. f. Connections shall be -arranged -to minimize the eccentricity of loading on the member. ---- 4. All assembly bolts and nuts are to be hot dip galvanized. Assembly bolts are to be sized with allowances for lock nuts which are to �,.. be furnished with the structures. All bolts shall pass entirely through the nuts and have a mini.mum of 1/8" projection beyond the nuts --after-assembling the parts -indicated -in the design. A 10 -percent overage of bolts and nuts, and a 5% overage on anchor nuts, is to be included. G. Weathering Steel Finish All steel shall be blast cleaned after fabrication with Steel Structures Painting Council's Surface Preparation Specification SSPC-SP6-63 commercial finish. All structures are to be sealed. H. Modifications 1. Structures are to be fabricated in accordance with detailed drawings furnished by the manufacturer for approval by the Engineer. Any modifications must be approved by the Engineer and shown on the final drawings as a modification. .-Coni- . U -21- I. Pole Shafts The pole shafts used in the structures shall have a round, eliptical', or•regular polygonal cross section and shall be tapered to meet design requirements. (A variable taper is acceptable.) J. Anchor Base -Plates 1. The structures shall be supplied with circular or square anchor base plates made of fabricated steel selected in regard to its size and yield strength to develop the full strength of the structural member to which it is attached. 2-. - Anchor -bolt holes-, in. base, plates shall: be of. a_ diameter- within the, . range•of' A- inch, to. 3/8 inch--large-r~than : the anchor bolts- with- which- they.- are used.. f 1 - 3i. Anchor bolas shal consist: of reinforcing -bar, deformed- straight- .,, ASTM Specification A-615, Grade 75 weld quality, with the top 12 inches�of -the bol threaded accor.ding: to- ANSI- UMC -2A-cIas-s1f.itation;. The bolts.- shall: be capabl e_ of res i sting. the design loads of the, structure at" the yie-ld point- of- the- boi s:_ Con't 0 -22- Bo tt lengths which are calculated shall be in accordance with Section 12.5 of ACI 313-71, using a 28 -day compressive strength of 3500 pounds t. per square inch concrete. The threaded ends plus 6" of the bolts; shall be hot -dipped galvanized in accordance with ASTM A-123. Each bolt is to be furnished with two standard heavy galvanized hex nuts. 4. Anchor bolts shall be preclustered to provide for -unit installation, in the foundations. Steel anchor bolt setting templates shall be furnished for each base plate and shall be assembled on the anchor bolt clusters. Templates shall be permanently identified with a mark number. The number of bolt holes in a template shall not exceed the number of anchor bolts required for that structure. K. Arms and Other Structure Attachments: 1. AlT-pole- attachments applicable to -particular structures are shown- on the- reference drawi'ngs�.. 2. Arms, when required, shall be designed so that the arm will fail before the failure of the structure -and/or the arm attachment. A1-1 ar.m&-are to. be, attached: by. bol t -ed means. No attachments wi 11 be permrl=ted'wi'th U' boltswrapping7 ttTe pole. =3.. All through vangs for the attachment of"s-hi'e"'la, wire, swing, angle and - -dead-end insulators,. and guys shall be we-lded to both walls of poles'. Vang doublers are permi'ssi-b-1-.e.. Centers of attachment holes (1 inch - diameter) in vangs shall be located on longitudinal center lines. of the vangs and 11 inches from the ends of insulator and guy vangs, and 14 inches from the ends of the shield wire vangs. 4. All pole shafts shall include provisions for use of- removable ladders. Pole ladders are a standard Lubbock Power and Light inventory item and are not to be furnished with these structures. Pole ladder attach- ments shall be as shown on the attached drawing. (� 5. Grounding lugs are required at the top of the poles as per the details _ shown on the attached drawings for 'each structure. -Con't- -�3- K. Arms and Other Structure Attachments 6. Each anchor base plate shall have provision for attaching a ground clamp. This is to be provided by welding two recessed nuts, that. will accomodate" bolts,, to the anchor base plates as shown on the attached grounding detail drawing. Other devices are acceptable as long as they permit attaching a standard NEMA grounding lug with a two hole pad to the structure at or near the base. L. Information Required with Quotation 1. Design, detail, and fabrication quotes: a:- P-reliminary-, drawing; showing; -.structure. conf.igu-ration, dimensions,, weights-, etc., and stress. diagrams- or computer.. p-rintout:. of. - maximum -loading,, indicating the loading; condition that. control's. b: Maxi -mum -•ground line reactions --overturning_moment; moment.- shear and vertical loading (bearing). c..__chedule_•o-f--del ivery of --approval and'-f-inal= drawings, to the Engineer._ d'... A11',0.ther information- specifical.ly-requested: in --various: paragraphs. a : of: this. speci-f'ication:- I_ �j 2. Designcalculations shal-1 be submitted witheach-:bid_and.shall consider - deflected unbalance (secondary bending). The calculations will show the plate thickness for each structure, the safety factor produced by. such plate thickness, for pole shaft, crossarms_,-and crossarm brackets. - The calculations wi-11 also show: t -he resistive base -moment- required, and the res-istive-base moment produced. The calculations wil-l-also show the size and number of anchor bolts required, and size and number of anchor bolts to be furnished, if different. I 3. The following is a list by specification paragraph number, referring to specific requests for information to be provided either with the Cont- I -24- R L. Information Required with Quotation -Con't- `. bid or at an appropriate time during the design and manufacturing. processes. This is provided to insure that the bidder and eventual' manufacturer/supplier are aware of the specification requirements. regarding the supply of information. Those items to be provided with , the bid are marked, (WB). a. Paragraph C.l.f b. (WB) Paragraph C.l.i C. (WB) Paragraph D.l.e.4 d. Paragraph D.5.b e. (WB) Paragraph D.5.c -F (WB)-Paragraph L.1 g,- (WB) Paragraph. L.2' h Paragr-aph M..1; i., Paragraph.N: M_ DI-awing 1 Three-copies of--shop detail drawings applicabie.to.:des.ign and/or- detaia'"are to 6e forwarded for approval'prior to fabrication direct. to't:he"-Engjneer': _These drawings- shad.1 be-complete in:every respect• perm-ittng- the, Engjneer to determine al'l=diemnsions:of. pieces„ assambl ies,- - .:...,..._.. an. & major components of'the- the- structuresz. The approval' of these,drawings-by the Engineer shall not be construed' as-a complete check but will indicate only that the general method- of fabrication and detailing is satisfactory. Any--manufacture performed by the-manufacturer prior: to recut of. approval of these-drawings-wil'l be at his own expense.should-changes be required by the Engineer with his submittal of .comments on these drawings. 2. Approval'of drawings by the Engineer does not relieve the manufacturer �^ from responsibility for the correctness of details"on the drawings. Con't- -25- M. Drawings -Cont- t 3. One set of reproducible final shop fabrication detail drawings F . shall be submitted prior to the delivery of the structures.' 4. Any errors in the detail drawings shall be corrected by the manufacturer at his expense. . N. Other Information to-be Furnished by the Manufacturer V.- The manufacturer shall 'ma i nta in- permanent records of alt i nformat;ion� i an component--parts_- Thies_ w-11wi-11 genera=l .y contaiwz pert :inent Lnformat-ion; on7 items- such as materials:, welding-, procedures-, `welders i dent-i f ication-,. type-of inspection, inspectors test_ result.,, r.ecords_.of_all visual:- and nondestructive. testing;. T.hi.s i:nformat.i'on` s-ha7lT' be made. avai ]able. to the Purchaser, or any person designated to independently inspect the manufacturing, facility.,.processes-or materials.. The Manufacturer shal_1 permit such: inspection: and shat:]: cooperate by provi�ing.any and' al4- items-pet-tain,ing to the design-,, fab.r-i:cation. and .d' ]',ive_r.y,.of'..these ma ter! a l s and: sere i ces upon-notification of the necess i'ty of such, i nspett i on: by. the Emg.i neer-. ;. 2. Mill plate test. reports are to be.. furnished upon complete.fab_ri'cation- of all structure components, (pole shaft, crossarms, crossarm bracket, base plate, and any other plate used in fabrication). 0. Shi'pping-and_Oel.i,very Schedule .1. All ,poles and other structure components are to be.quoted as delivered FOB"rail•"siding in Lubbock, Texas. Rail delivery of the poles will be required.. 2. Anchor bolts and templates shall be required in advance of the structures. Con't- -26- i O. Shipping and Delivery Schedule -Cont- ` 3. All bolts are to be shipped in solid wood, nailed boxes, with the r1 purchase order and inventory on the box. All anchor bolt nuts arie to be shipped in boxes except for those shipped with the anchor bolts attached to the templates. 4. All poles will be properly prepared for rail shipment and handling.. Materials selected for banding or protection should not adhere to the finish. 5. These poles are 'needed' {n the near future and -a reasonable schedule of delivery should be quoted by the bidder. -Inspect`ion_and Acceptance Upon. Receipt - .The- ma-teria-1=sy--upon- receipt wi l-1 be: ihspected'-by,- thea owner- or - his. authorized - - any defects are noted ei`ttier as. -a, result of. manufact'ur--e: reRresentative: If, or shipping, the.: manufacturer:-wi-11 be required- to,provide a representative . to inspect the damage*or defect and to make recommendations as to procedures to be usedin order to' correct the -defects... This. representative.must_bel - available: as -soon-as- notif.ica-t-ion• Us _g_ven- by, the- Owner- to-- tfie=manufacturer•.. If after-- inspection no-appar.ent..defects- are-noted;,'=the:matefiel shah be accepted-- for use.. This. does. not rel.ieve= the -'manufacturer of his _obligation. . and: responsilZi:l:ity. for having;me.t_ a-11 the`condltions."of; the specifications: Ti- - and=- insuring; the -performance- of - his product:_. Q. I/ Rejection of Materia l Any material delivered under these specifications which,,in the opinion ofthe.Owner~ or the Engineer, does not meet the requirements -set forth. herein with regard to- materia -1:,. fabrication-, galvanizing; delivery; shipment r or any other condition, will be so noted and the manufacturerwill be notified as per paragraph P. If the manufacturer does not make suitable timely arrangements to correct the discrepancy so noted to thesatisfaction of the purchaser,.the purchaser may reject the material and return it to 1 the manufacturer or charge the manufacturer for storage and handling until the rejected material can be properly relocated. All expense incurred, -Con't- i -27- Q. Rejection of Material e { including handling, transportation, and any and all other charges connected r with said incorrect compliance with these specifications shall be charged to or shall be at the expense of the manufacturer. Any and all of these expenses which may have been paid by the Owner shall be reimbursed to the Owner in full by the manufacturer. R. Warranty The bidders warranty statement is to be clearly set forth. An unsatisfactory warranty statement in the opinion of the engineer will be sufficient to reject the bid solely on that basis. _28_ S. Proposal Submittal t •., 1. The proposal from each supplier is to be submitted on the attached bid sheet with all information furnished thereon., and all other information requested in these specifications attached to the proposal. Any proposal not complete, may be rejected as non- responsive. After acceptance and evaluation of all proposals by the Purchaser, the successful Bidder shall be notified and become the Manufacturer and all references in the Proposal to Bidder shall apply to the Manufacturer. The proposal must be signed with the full name of the Bidder. If the Bidder is a partnership, the proposal is to be signed in the part- nership name by a partner. If the Bidder is a corporation, the proposal must be signed in the corporate name by a duly authorized officer and the corporate seal affixed and attested to by the secretary of the Corporation. Bidder By (President) { f ATTEST: Secretary i. Date. , l I F _ -29- I I t FORMAL PROPOSAL SHEET 230 KV TRANSMISSION LINE STEEL POLE STRUCTURES FOR LUBBOCK POWER AND LIGHT The suppl ier will submit the following information: days after receipt oforder, shop drawings for- approval are. to be received' by the Engineer.. Z„ days after shop drawings are approved',, anchor bolts are to be- shipped to -Owner., 3, days after-recept of order,- steel poles are to be shipped to Owner. 4:-- Thersuppller is to- 1-ist- the .g.rada., the applicable steel specifi-cati"on,. and: tbe_ name and/or type- o any• _ testing procedure- to be conducted' prior to fi as fabritatlon of all. materiaYs_ to b.e. used. i:n._fabrTcat.lom.. a_.. fati'ng. - b., Steer Speclf i;cat i -ons _ . c. T'esti'ng. Procedure if none - state none I E -30- No. of Total Parcel Total Structure No. Height and Ty e Sections Weight Pound Price u0. ft. DIE. 96 ft. Angle 10 96 ft, Angle . 26 93 ft. D.E. (structure 26 optional) II i . l s Total Proposa $ Total Proposal without Str. 26 $ _31_ � t �.. General The loads are to be calculated as shown in the specification and are to include the overload factors set forth in Table 1 of the specifications. The climbing ladder. and working ladder clips referred to •in these structure. drawings are shown in the drawings at the end of this section in detail. Placement of clips as required should include consideration of the ladder extension and the proximity to arms or vangs or other obstructions which would prevent the ladders easy installation. The grounding details for each static vang and base plate are shown on drawings also-included'.in this section. -32- FOR LADDER DESCRIPTION AND DETAILS SEE. PAGES 36 and 3' FOR. GROUND DETAIL DRAWINGS SEE PAGES 38 and 39 FOR TYPICAL WOOD STRUCTURE SEE PAGE 41 LVBBOCK POWER a LIGHT I OFT. DEADEND STRUCTURE LUBBOCK p.TEXAS 7/1/80 N.E.B. NONE STRUCTURE NO -1 DATE DRAWN APPROVED SCALE '�9° I POLES OFFSET 90 STRUCTURE 91'fS go 600 j _ STRUCTURE 8 (WOOD) 18° �, - • e j ( POLE IS 74' ABOVE GROUND) 18o u ----- -- sod STRU RE 10 STRUCTURE 11 (WOOD) ( POLE IS 74 ABOVE GROUND; -- ROAD CROSSING BETWEEN STRUCTURE 9 a STRUCTURE 10 16 INSULATORS . T. 6 TOP V1 EW - - SHIELD _ WIRES .._ •CROSS W 1 RE -f_ !.-1" 14 INSULATORS _.IF_ i 9 - NOTE: — , - TDP -DIAMETER OF POLE ASSUME _ i96'-o" TO BE .1 FT. AND BASE DIAMETER - ASSUMED TO BE 21/2FT.(Suggeste _ dimensions not a=-requ1-rement. - MOUNTED ARMS ARE PERMISSAB "- - FOR LADDER DESCRIPT-ION AND - DETAILS SEE PAGES 36 and FOR GROUND DETAIL DRAWINGS SEE PAGES 38 and 39 I FOR TYPICAL WOOD STRUCTURE SEE PAGE 41 i 19' - 6" FRONT VIEW :96FT. ANGLE STRUCTURE LUBBOCK - POWER a 34. �IIiYY YYY�rYW YIY� I rPYY�� ' LIGHT"'" - LUBBOCK,TEXAS 7/1/80 N.E.B. NONE STRUCTURE NO. 9 8 10 DATE DRAWN APPROVED SCALE 34. �IIiYY YYY�rYW YIY� I rPYY�� ' 93F -T. DEADEND STRUCTURE LYBBOCK POWER 8► LIGHT LUBBOCK , EXAS 7/1/80 N.E.B. NONE STRUCTURE NO.2G DAT E DRAWN APPROVED SCALE --35. GALVANIZED LADDER DETAILS LJJB BOCK POWER a LIGHT LUBBOCK,, TEXAS 7/1/80 N.E.B NONE SEE DETAIL DATE DRAWN APPROVED SCALE A -A t 1 AX IONC CLASS -ZA La7.. LONG BtJTTON HEAD ,I - o a 3/4-IONC CLASS -28 HEX NUT, TAP .016° � o w O.S. _ SEE DETAIL B -B ' POLE'- LA13D ER= CLIP -MOUNTING DETAIL d - _ T. 5" 0.7 (4).613° DIA. ° HOLES THRU (2):375"DIA. HOLES_ ` F - ` BACK SIDE ONLY OL750.75 11 T050.75T - 0.375° DIA. HOLE 0.375��DIA. HOiF 3/8-16UNC /8-16UNC- 0.3?5�' RAD. TAP.016 O.S. 0.375" RAD.AP-.016"O.S: DETAIL A -A DETAIL B -B GALVANIZED LADDER DETAILS LJJB BOCK POWER a LIGHT LUBBOCK,, TEXAS 7/1/80 N.E.B NONE DATE DRAWN APPROVED SCALE 3�. LADDER DESCRIPTION 1. Climbing ladder clips shall be mounted in the following locations: a. From 1' - 11" below the pole top, using typical spacing from galvanized ladder drawing, continuously downward as required to mount climbing ladders, to within 60 ft. ± above base plate. b. .From 1'-11" below the pole top 1800 from (a), using typical spacing from.galvanized ladder drawing to below the crossarm, approximately 10 feet. 2._ Working. ladder clips shall be mounted in the following°locations:- _- a. 1-' -P-and-5' 4 1' on- the same,. face as and below the crossarm, stat-.i c: vang4and-conductor vang. b. On each face 900 from (a) in both d'i rections, and at-the same elevation + 6'! Note:. Paet-i cvlar - att-enti on;, shat-1- be-given- o--the--1 adder- d'i-mens-ions_ shown Z ,t'hai„:the;rmount -ng;: c-lips-for= -worki ng- -1 adder-s"-under- e- a-r-ms permit insta44ataon-o.f, the- ladder.- Ground,- lug attachments-. are: to be:. f:abr icated as peer the- grounding Detail Drawings for the static attachment and the- base- plate.- -37- GROUND CLAMP DETAILS LUBBOCK POWER - 8� LIGHT LUBBOCK,TEXAS 7/1/80 N. E.B. E NONE BASE PLATE GROUNDING DETAIL DATE DRAWN APPROVED SCALE ,LUBBOCK POWER 8� LIGHT GROUND CLAMP DETAILS WB8DCK,TEXAS '/I/80 N.E.B NONE VANG GROUNDING )ATE DRAWN APPROVED SCALE DETAIL 40 13�01t 155 DIA. HOLES (4) F - 4 1 i i, LUBBOCK POWER a LIGHT MOUNT ASSY. BRACKET . t_UBSOCK,TExAS 7/1/80 N.E.B NON E MOUNT ASSY. BRACKET DATE DRAWN APPROVED SCALE DRILLING GUIDE 40 T 9.5' I DIMENSIONS (FT.' • i 6' 1 1TOP- VIEW OF TYPICALTANGENT STRUCT I y _ t _ rt 19.5': TYPICAL ELEVATION OF TANGENT STRUCTURE 41 POLE LENGTH AN D-. CLAS S DIMENSIONS (FT.' A 8 C D' E F i 100 ' 1 8 19:5 51 12 72. 7849 F 85'- H1 8 19.5137.510.5 59165 4 85''1 8 19.5 37.510.5 59 65 - 75 1 8 8.5�-519.5 50 56 55- 1 - 8 19.5 10.5 7.3 32 38